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Home My WebLink AboutAPPROVED FLOORPLAN_SURVEY (HEALTH)CASTCRETE PRECAST LINTEL SCHEDULE TYPE DESIGNATION GROUT = UNFILLED � �F=FILLED BOTTOM G� FOR B/1T Om H J8F16A LA J EU .e DOED RENR AT T NOMINAL HEIGHT LINTEL FOR UPLIFT LOAD P FIELD ADDED ROMA AT TOPDXOOMPUSIlf U. LINTEL MIN 11) RI el£AR 3 FIFUI PLACED e-m° oRo„T For a5'-10" overall length U-lintel Type 8F16-lB/1T: $ Safe superimposed gravity load= 4360 PLF 95 RED ADDED REEAR AT g Safe superimposed uplift load= 2080 PLF BOTTOM OF UUNm My Safe superimposed lateral load=339 PLF NDWW`WIDTH OEERoWORCCING SCHFUULD Beam Safe Applied Safe Applier Composite Gravity Gravity Uplift Uplift Load Load Load Load O4 41-4" 8F16-lB-lT 6113 <1000 2707 <500 O4'-6" 8F16-lB-1T 6113 <1000 2707 <500 O8 5'-10" 8F16-lB-1T 4360 <1000 2080 <500 SEPARATION REQUIRED FBC—R R302.5.1 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPUED TO 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 OPENING PROTECTION FBC—R R302.5.1 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE 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 FIRE —RATED DOORS DUCT PENETRATION FBC—R R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0,48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. rJ Tic rP�K 5P 'EP E�0 EXISIpRPI� RID. P�� T A ALL EXTERIOR MASONRY WALL ACT AS SHEAR WALLS/PIERS BASED ON RELATIVE RIGIDITY I I I I I I I I I I I I I I I I I I I I I l I I I I PLUMBING RISER N.T.S. RISER IS SCHEMATIC ONLY. PLUMBER TO VERIFY AND ADJUST IN FIELD TO EXISTING OR DICTATING CONDITIONS CONNECTOR TABLE apsoM ur I Inilrw I FAffrW ] FFOrUATM ADDDDNAL lBRi)C llM WOOD 70 WOOD HT520 HTW20 1450 20 10D NAILS TOTAL 2 HTS20 2 HTW20 2900 20 10D NAILS EACH STRAP H10A RT16A 1140 9 10DX1-1 2" NAILS TO RAF -(ER & 8 1OD TO PLATE SPH4 6 8 SPhl4 6 8 1360 12 10D NAILS TO STUD MOOD'IOCOtICIk1E META20 — 1450 7 10DX1-1 2" NAILS & 4" EMBEDMENT® TYP FOR HIP JACKS OR 1—PLY TRUSSES HETA20 — 1810 10 1ODX1-1 2" NAILS & 4' EMBEDMENTs TYP FOR HIP JACKS OR 1—PLY TRUSSES HTA1 11870 10 10DX1-1/2" NAILS & 4" EMBEDMENTs TYP FOR HIP JACKS OR 1—PLY TRUSSES HTSM20 HTWM20 1175 B 10D NAILS & 4 1 4"X2-3/4" TAPCONS TYP FOR MISSED STRAPS NO UMI 2 META20 — 1985 5 10DX1-1 2" NAILS EACH STRAP TYP FOR 1—PLY TRUSSES GIRDERS 2 HETA20 — 2500 7 160 NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 2—PLY TRUSSES GIRDERS 4 2 NTA16 2430 10 IOD NAILS EACH STRAP & 4' EMBEDMENT TYP FOR 1 or 2—PLY TRUSSES / GIRDERS OW6ICOMF3r= MGT MUGT15 3965 5/8" ATR EMBED 6" & 22 10D NAILS TO WOOD ADD 4" TO EMBED FOR UNTEL BEAMS HGT HUGT 9790 2 3 4" ATR EMBED 10" & B 16 FOR HGTJ 10D NAILS ADD 4" TO EMBED FOR UNTEL BEAMS FGTR 5000 2 1 2"X5" TITEN HD & 18 SDS1 4X3 TO WOOD MAY BE FGTRHL 3850 MAX UPLIFT) 2 FGTR 9400 2 1 YX5" TITEN HD & 18 SDS1 4X3 TO WOOD EA MAY BE 2 FGTRHL 7200 MAX UPU HTT4 HTT4 4235 5 8" ATR EMBED 6" & 18 16D NAILS TO WOOD ADD 4" TO EMBED FOR UNTEL BEAMS HTTS H115 5090 5/8" ATR EMBED 6" & 26 ISO NAILS TO WOOD ADD 4" TO EMBED FOR UNTEL BEAMS HD08—SDS PHDB 7630 7 8" ATR EMBED 12" & 20 3" WOOD SCREWS 3 1 2" MIN WOOD MEMBER HHD011—SDS UPHD9 11810 1" ATR EMBED 12" & 24 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER HHD014—SDS UPHD14 13710 1' ATR EMBED 12" & 30 3" WOOD SCREWS 5 1 4' MIN WOOD MEMBER MBHA NFMXXU 3165 3 4"XB" ATR EMBED FACE & TOP 1 2" TOP FOR NFM ENGINEER TO SPECIFY USAGE ON PLANS RPSZ2 KRPS22 1720 8 16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY �l4 1170 1) NAIUNG MAY BE REDUCED FOR LOWER UPUFT3. PROVIDE (1) 1DDX1-1/2" NAIL FOR EA 100 LEIS OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HTSM20/MTWM20 1-1/2" MIN EDGE DISTANCE UNUMITED USE MAXIMUM UPUFT 1175#. FOR UPLIFTS TO 3965} PROVIDE MUGT15/MGT 3 WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR 1—PLY TRUSSES, ADD 24" MIN 2X SCAB TO TRUSS CHORD 4 REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE a SPrJ r 1" �,1,R S1��ER 0 [V O fV io "nT fV M .—TIN M '~ lV M M ,—I ------oo [V ■ I_71r1 M NEW 150 A DISCONNECT FED FROM EXISTING METER J-T VERYFY DISCONNECf RJ LOCATION IN FIELD RUN NEW 2" CONDUIT TO EXISTING METER &ELECTRIC SERVIVE 31/z" FURRING (sruos) AT THIS WALL 1 O " M ■ 5'-211 10'-7l' $1 M. BEDROOM N O M FLAT CLG o ■rml BATH ® BED 2 8'-0" FLAT CLG 8'-0" FLAT CLG I'-1011 21_ �II 31_ �II ■ 2868 2868 o [)11111'�CJR&S� o �2668 F 00 m ---� EC CLOSET N;zz°XsD"- ; AC R8e5 ____ ACCESS ■ ---- — — 6'- 111 4'-4" 2'-101I 41.311 2� RETURN AIR GRTLL BELOW � BLOWER COIL 42" HIGH SERVING COUNTER N 5 'N ✓H N 40Y22'KNEEWALL = O LAT CL ^ N BELOW — N8�0" FLAT CLG " PANEL P W.H. �II I I DINING I I ' O FICE 8'-D' FLAT CLG GREAT ROOM 8'-0" FLAT CLG 11'— 2it 25 EGRE SH 35 DRYER IXHAUST O O HOOD FLOOR PLAN 4'-°" Christ Beers VERIFY THE ELEVATIONS OF THE HOUSE &FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING EASTERNERS/CONNECTIONS. THIS INCLUDES TRUSS —TRUSS. GIRDER —TRUSS, AND GIRDER —GIRDER CONNECTIONS WALL TYPE LEGEND SYMBOL REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. PER ELEVATIONS WITH NON GROUTED CELLS INJECTED w/ R-9 MIN EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE -1/2" GYP. BRD. OVER 1x P.T. FURRING EXTERIOR SIDE -STUCCO NON -BEARING - INTERIOR PARTITION - 4" (U.N.O.) 1 /2" GYP. BIRD. EACH SIDE OF 2x4 WOOD STUDS @ 24" O.C. MAX. W/ WD. BLOCKING WHERE REQUIRED O 2x6 WALL NON -BEARING - INTERIOR PARTITION - 6" 1/2" GYP. BRD. EACH SIDE OF 2x6 WOOD STUDS @ 24" O.C. MAX. w/WD. BLOCKING WHERE REQUIRED NOTES: 1. MOISTURE RESISTANT GYPSUM BOARD TO BE USE IN IN ALL WET AREAS 2. s/" GYPSUM BOARD USED ON CEILINGS FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #k -5or-23 U o & Well #5"9-3367 Date: (o*3o ;0V � SQUARE FOOTAGE CALC ATIONS NAME AREA Reconstructed Liviag Area * 1,000 sq ft. New Froat Porch 72 sq ft. Total SF 1,072 sq ft. WATER -AIR - LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 Mm rW rn U Ln �CA rn Z j LL V) W = oi O� a � 1n r' i O Ln c V L;I v a.. 1b DATE 8/07/20 DESIGN BY CHECKED BY MODEL Id tOrLO[jd_MARTT OWNER REV DFSCRIPI-TON 1 P1 OS/24/20 2 PZ 69/29/20 3 P3 10/21/20 4 s 6 7 B O W 0 = C7 Q Z LLI ❑ MIT U M ¢ � otS LL fn vow U O W W p w L W �Lf)LL SHEET A2 FLOOR PLAN 1'-0" 3 OF $ FENCE CORNER 1.0' SOUTH 2.0' EAST 6' WOOD FENCE FOUND 3/8" IRON ROD PARCEL TAX ID: 2407-112-0004-000-7 (OCCUPIED) FENCE CORNER 0.8' SOUTH 4' CHAIN LINK FENCE oto S89029'14"F 125_DO'(D) WOOD FENCE 56.2' gyp• I o N p�TEO CONC• I PROPOSED a PATIO CONC. PATIO 4.3 MEMER P�OPOSED 1 ST RY C.B.E RESINCE MEN M DROPO§ED F.F.E. 2150 FEET SEPTIC TANK 39.5' 9' I � 0 a Z 0a �� pl ao I p� 1 Nq FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 5 '15'070i & Well #51 V Date:6/3u Zbv 7 Reviewer: BENCHMARK N0. 1 PK NAIL & DISK STAMPED "LB 7805 TRAV" ELEVATION 19.39 FEET (NAVD 88) GRAPHIC SCALE ANGLE ROAD METZGER RD SITECAI z FT. ORANGE AVE �90 PIERCE LOCATION MAP LEGEND & ABBREVIATIONS -- - �' o moo• i. O.R.B. - OFFICIAL RECORDS BOOK >11100 o m 20 4 s.0' �o�� 29.3 CONC. PORCH l x�-I F.F.E. _ FINISH FLOOR ELEVATION w z moo. I 1 STOR\Y�o, o°o LIJ I z ( IN FEE4 U.E. UTILITY EASEMENT J o �� 1 STORY C.B.S. C.B.S. RESIDENCE CONC. ¢ CL- CENTERLINE A- DELTA ANGLE J < N o o �� LAUNDRYp R00�1 I (DAMAGE) HEADWALL �1 0 I r 1 inch = 30' ft. EL - ELEVATION R - RADIUS j 0 z � qrEe ``' W 20.6° s.0' P�-PpTER r1NE FTOEBE REM FVED CONC. �R C.p . I" wo Q CONC.- CONCRETE L - LENGTH _ _ ( ) DRIVEWAY U) DESCRIPTION L.B. - LICENSED BUSINESS z z N o v o Noti F %o ~ umn 0 C.B.S.- CONCRETE BLOCK & STUCCO ¢ a (Al N o a WELL 0 oho OHU -- OHU\ 0 �I o THE SOUTH 140 FEET OF THE NORTH 310 z w z •� WELL POINT I �. ( �� M � FEET OF THE EAST 125 FEET OF THE WEST ®- WATER METER W Z Q J if 0 N a TO BE REMOVED) '` I d. 2 O- SET 5 8 IRON ROD & CAP ^� CONC. HEADWALL I o 225 FEET OF THE NORTHWEST 1 /4 OF THE / 3 a - h No• I I STAMPED "LB 7805" � NORTHEAST 1 4 OF THE NORTHEAST 1 4, �o s I z `� / / T - TELEPHONE PEDESTAL Q s Rq��VS I I SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 p 26.o x I S - SANITARY MANHOLE J Z �; I J I EAST, ST. LUCIE COUNTY, FLORIDA. C - CABLE TV PEDESTAL v CONC. O1 4' CHAIN LINK FENCE I 3 I - LIGHT POLE Q z N C`' (BEARING BASE) 140 D) N I - CONIC, LIGHT POLE a o0w z: � s ' 2s.o' tio�� o�h SO'30'29"E 140*26'(M) x I 2 25' SURVEYOR'S NOTES -SANITARY SERVICE BOX o w WEST RIGHT OF WAY LINE I Y I E - ELECTRICAL BOX w z 3 I zl 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL 1 STORY C. .S. GARAGE QI I RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. z 0 �'� I m BENCHMARK NO. 2 �' 1 2 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE o L. o o 00 x of PK NAIL & DISK SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING z FENCE CORNER STAMPED LB 780.5 TRAV PARTY OR PARTIES. o tK ON LINF�, �o OI o ELEVATION 19.35 FEET (NAVD 88) 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, a �`� 6' WOOD ENCE 00 F-I �o�` �o° p OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. a ��° N89'22'11 "W 125.,45'(ON >M) ,�.� o� I 4. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED EXCEPT AS SHOWN. OWNED Dome 125 (D) I I 5. DESCRIPTION SHOWN HEREON AS PROVIDED BY CLIENT. z 4' CHAIN LINK FENCE 6. FIELD SURVEY LAST CONDUCTED ON OCTOBER 7, 2020. FOUND 1 /2/N " IRON PIPE 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. rxo 8. THE WEST RIGHT OF WAY LINE OF N. 43RD STREET IS ASSUMED TO BEAR SOUTH ��1 00'30'29" EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. PARCEL TAX ID: 2407-112-0007-000-8 9. OVERALL PARCEL CONTAINS 17,500 SQUARE FEET OR 0.40 ACRES, MORE OR LESS. Z (OCCUPIED) i 10. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE CERTIFIED TO PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH ALLY PARKER BROWN TITLE INSURANCE AGENCY THE 2011 ADJUSTMENT (NSRS 2011). 11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY GOLDWATER BANK, N.A., ISAOA/ATIMA MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER SURVEYOR'S CERTIFICATE FREDERICK DONGHIA AND MARY DONGHIA 12111C0178J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT GROZA BUILDERS, INC. 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND OF 1988 (NAVD 88). ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. REVISION: 05/28/21, SITE PLAN Aavpeoo- BRIAN C Digitally signed by BRIAN C KIERNAN REVISION: 05/27/21, SITE PLAN DN: c=US, o=Florida, REVISION: 02 22 21, PROPOSED RESIDENCE CIVILSURV DESIGN GROUP, INC. dnQualifier=A01410D000001787E9132 / / 050000E86C, cn=BRIAN C KIERNAN REVISION: 02/09/21, PROPOSED F.F.E. rki 17. R N A N Date:2021.05.28 10:03:00-04'00' REVISION: 02/08/21, ADDRESS COUNTY COMMENTS BY: BRIAN C. KIERNAN DATE OF SIGNATURE COPYRIGHT Q 2020 PROFESSIONAL SURVEYOR &MAPPER ALL RIGHTS RESERVED STATE OF FLORIDA REGISTRATION N0. 6101 CIVILSURV DESIGN GROUP, PHONE (772)323-2244 FI 5C A Tradition of Innovative Engineering 444 4TH LANE S.W. L.B. No.7805 VERO BEACH, FLORIDA 32962 Date: 10 06 20 Sheet 1 of 1 BOUNDARY AND TOPOGRAPHIC SURVEY GROZA BUILDERS, INC. 509 N. 43RD STREET FT. PIERCE, FLORIDA