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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYSSYMBOLS: E— — GUY WIRE ANCHOR ® — CABLE TELEVISION BOX O = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX ❑T - TELEPHONE BOX v — SIGN = SANITARY MANHOLE = STORM MANHOLE 5 NUMBER OF PARKING SPACES t7 = FIRE HYDRANT Q LIGHT POLE ❑ = CONCRETE POWER POLE ® BACKFLOW PREVENTOR ® MAIL BOX = IRRIGATION VALVE C� = GAS VALVE = SEWER VALVE = WATER VALVE OW = WELL ❑W = WATER METER 0 = WOOD POWER POLE 0 = SET 5//8" IRON ROD WITH PLASTIC CAP PSM#6330 ABBREVIATIONS: (C) — CALCULATED CBS — CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONIC = CONCRETE CLF — CHAIN LINK FENCE (D) — DEED DE - DRAINAGE EASEMENT DEP - DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FFE - FINISHED FLOOR ELEVATION FND - FOUND FPL — FLORIDA POWER & LIGHT IP — IRON PIPE I = INVERT IR = IRON ROD IRC — IRON ROD WITH PLASTIC CAP LB — LICENSE BUSINESS LS - LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB - OFFICIAL RECORD BOOK (P) — PLAT PB — PLAT BOOK PG — PAGE PCOR — PROPERTY CORNER PL — PROPERTY LINE POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRM — PERMANENT REFERENCE MONUMENT R/W — R I GHT—OF—WAY RCP — REINFORCED CONCRETE PIPE RGE — RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT PUDE = PUBLIC UTITLITY & DRAINAGE EASEMENT R = RADIUS OF CURVE L = LENGTH OF CURVE A = DELTA OF CURVE FND IRC "ILLEGIBLE" 0.35'E APPROXIMATE UNABLE TO LOCATE POND 0 0 0 FF O Qz0 J<c C� o» z N I M y. M 00 N r O O Z yM " CNS HEAVY VEGETATION S02'07'52"E 9.74" s 16a FND IRC "LB 4286 WITNESS" 10014 NORTH LINE OF THE NW T�WP 35SEORGE 39� NOT PLATTED 2313-214-0003-000-5 FFE- 23.15 WELL >75' NO INTERFERENCE SEFPTIC & DRAIN IELD AREA S/T 152.41' POC FND IR NE CORNER OF THE NW TWIG 35SECRGEN 39� FND IT "PLS 343a POB 0.13'S, 0.16,6y 90.00, 6' CLF EN�D/ 7.9 S. PCiA NOT PLATTED r11.95' 2313-214-0006-000-6m0> 130.39' 1 aN.. : � i�:.;, o ^N 55 142.33' 3.57 ,IETAT XSHOpp N N 49.69' b g 6ry 152.38' D 1' + 152.41' C SS '40 38 W 242.41 C +16.48 242.38' D POLER NOT PLATTED VACANT 2313-214-0000-000-4 NOT PLATTED 2313-241-0000-000-8 FFE= 19.47 WELL & SEPTIC >75' S. OF PROPERTY NO INTERFERENCE N 0 70.05' ?.6AVERAGE TOP O 2.4} 4.00 ELEVOATIOFORMS.55 PROPOSED FFE=20.49 REVISIONS: I BY. 53.07' O CV M too z r(Y OQ w m k 0 O Q K O� N N w a a _ N(0 O N G a O O N U 0 M Y _J00 ¢arn �zpp Uu> w m z Hn 0 7 J w ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LB#7280 Fax: (772) 340-2250 9 LO i LEGAL DESCRIPTION: RFC -4P9 � & r ae� 71419 se n9 CpctF,e�ope?ry/ THE EAST 130.00 FEET OF THE SOUTH 132 FEET OF THE NORTH 1345 FEET OF THE NORTHWEST QUARTER, SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS THE RIGHT OF WAY OF I;OPENHAVER ROAD. AND BEGIN AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH 1213 FEET; THENCE RUN WEST 130 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WEST 152.41 FEET; THENCE SOUTH 132 FEET; THENCE EAST 152.38 FEET; THENCE NORTH 132 FEET TO THE POINT OF BEGINNING. CONTAINING: 31,998 SQUARE FEET OR 0.735 ACRES, MORE OR LESS. SURVEY REPORT: I+IS ,S A BOUNDARY SURVEY AS DEFINED IN CHA'=TER 5J-17.050(11), FLORIDA ADMINISTRATiVL 000E. 2. ::URVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3 !_EGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: A "GRID NORTH" BEARING OF S00'16'48"E ALONG THE EAST PROPERTY LINE. L. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO176 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. ;LL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. %DDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: PORT ST. LUCIE PROPERTIES, INC. 15.COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. c HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. ,,xrJiJ111111111k DATE OF FIELD SURVEY: - 4-08-19 Ajunoo eiOnj IS DATE OF SURVEY: 9-26-18 �9 SCANNED C19NNH9S ALEXAND ' P PROFESS I AI_ BY FLORIDA CERTIF SITE PI -AN St Lucie County FORMBOARD SURVEY CAD K:\13UILDERS\DWG2018\18-4192.Cj11VG+ 1385 COPENHAVER ROAD REF K:\ SEC 13, TWP 35S, RGE 39E FLD CJM / RP FB. PG. AS PREPARED FOR OFF RP PORT ST LUCIE PROPERTIES, INC. IcKD AJp SHEET 1 OF 1 MAPPER E t JOB 18-4192 DATE 4-08-19 DWG D-862 # 19ol- APPROXIMATE TOP OF BANK UNABLE TO LOCATE POND 0 0 �{ra10 o �' aZO y _ �L)o N t _ P O N <. Z 3 SYMBOLS: QO GUY WIRE ANCHOR ©= = CABLE TELEVISION BOX �O C3 = CATCH BASIN f ® = CATCH BASIN INLET O ® = CLEANOUT O © = ELECTRIC BOX Z b?b ❑T = TELEPHONE BOX CNS HEAVY o VEGETATION h- v =SIGN = SANITARY MANHOLE S02'07'52"E = STORM MANHOLE 9.74 ab 16. 5 NUMBER OF PARKING SPACES FND IRC = FIRE HYDRANT 18 4286 = LIGHT POLE WITNESS" ® = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE = SEWER VALVE ca = WATER VALVE QW = WELL ❑W = WATER METER 19 = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FFE = FINISHED FLOOR ELEVATION FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PCOR = PROPERTY CORNER PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = R I GHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP LIE = UTILITY EASEMENT PUDE = PUBLIC UTITLITY & DRAINAGE EASEMENT R = RADIUS OF CURVE L = LENGTH OF CURVE A = DELTA OF CURVE NORTH LINE OF THE J NT�WP 35S ORGE 39� NOT PLATTED 2313-214-0003-000-5 FFE= 23.15 WELL >75' NO INTERFERENCE SEPTIC & DRAINFIELD AREA S/T 152.41' 143.33' NOT PLATTED 2313-214-0006-000-6 142.89' +16.48 0 F 152.38 D �q 152.41' C No* W 242.41 C 242.38' D POWER NOT PLATTED a' VACANT 2313-214-0000-000-4 NOT PLATTED 2313-241-0000-000-8 FFE= 19.47 WELL & SEPTIC >75' S. OF PROPERTY NO INTERFERENCE DATE: I REVISIONS: 7 L7 to POC FND IR NE CORNER OF THE NW �4 SECTION 13 TW 35S. RGE 39� O 2� �1e ilm LEGAL DESCRIPTION: THE EAST 130.00 FEET OF THE SOUTH 132 FEET OF THE NORTH 1345 FEET OF THE NORTHWEST QUARTER, SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS THE RIGHT OF WAY v w Mw OF COPENHAVER ROAD. rn LLozW AND I z wVi BEGIN AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 35 SOUTH, RANGE 7,'�'to 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH 1213 FEET; THENCE RUN WEST 130 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WEST 152.41 FEET; THENCE SOUTH 132 FEET; THENCE EAST 152.38 FNDIRC a FEET; THENCE NORTH 132 FEET TO THE POINT OF BEGINNING. "PLS 3435" I, h 0 w 3 z 130.13'S, 0.16'E m m? ^^ ^° CONTAINING: 31,998 SQUARE FEET OR 0.735 ACRES, MORE OR LESS. 90.00' 40. ' _ 6' CLF END .`I 7.9'S Of 0.6'W e PCOR 69.02' _ M 3.3 '� 1 ?.65' AVERAGE MS P 0 F 93I00 ELEVATION=20.55 - 2.44'4.34' PROPOSED FFE=20.49 O 21.06' N Q F- " rn 16.64+b b �b I �^ i J 2 Ld +^ M U1 �' V) 31.91' 52.51' CO< w 00 Q N SURVEY REPORT: DO -tZ CD 0 'HI ILLI *0a0 1. S 1S A On-UNDARY SURVEY AS DEFINED 1iv CHAPTER 5J-•17.050(11), FLURI DA ADMINISTRATIVE CODE. O (n m of 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. U �° N nl 3. EGAL DESCRIPTION WAS FURNISHED BY CLIENT. N 4. BEARING BASIS: A "GRID NORTH" BEARING OF S00'16'48"E ALONG THE EAST PROPERTY LINE. 5. 90 UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6' ^'_ 6.THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY _ 90.00' ^^' ' 'ANEL NO. 121 1 1 CO1 76 J, EFFECTIVE DATE 2-1 6-12 . 40.0 111.19 Yam ¢z arn 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. n � THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. VNp m Z>Z 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE OUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN 'ERFORMED BY ALEXANDER J. PIAZZA PSM, INC. > 9. FHE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED w RESIDENCE: AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), Z -LORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. ILL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ! ',LEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL 2AISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. /DDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES S PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. -HE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH l.MERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE 4ORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET SPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) 3UIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS 3ELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE 'LORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO ;HAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. -HIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. 'ERTIFIED TO: PORT ST. LUCIE PROPERTIES, INC. 15. a COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF X FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. DATE OF FIELD SURVEY: 4-08-19 DATE OF SURVEY: 9-26-18 g m'. _ ALEXAIJDE ;J: PI^ Z PROFESSI9NAL $,UR1[EYOR ANp MAPPER SITEPLAN FLORIDk.CERTIFtOATE Nf&.;"6330 I- m ALEXANDER J. PIAZZA PSM, INC. Surveying " Mapping • Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Lg#7280 Fax: (772) 340-2250 FORMBOARD SURVEY 1385 COPENHAVER ROAD SEC 13, TWP 35S, RGE 39E AS PREPARED FOR PORT ST LUCIE PROPERTIES, INC. " K:\BUILDERS\DWG2018\18-4192. REF K:\ FLD CJM / RP FB. PG. OFF RP CKD AJP SHEET 1 OF JOB 18-4192 DATE 4-08-19 1 DWG D-862 SYMBOLS: F GUY WIRE ANCHOR © = CABLE TELEVISION BOX C3 = CATCH BASIN ® - CATCH BASIN INLET ® = CLEANOUT El = ELECTRIC BOX - TELEPHONE BOX = SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES CJ = FIRE HYDRANT = LIGHT POLE ❑ = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE �G = GAS VALVE = SEWER VALVE Pa = WATER VALVE OW = WELL lAW = WATER METER Lid = WOOD POWER POLE O - SET 5 8" IRON ROD WITH PLASTIC CAP P M#6330 FND IRC "ILLEGIBLE" 0.35'E TOP OFXIB NK UNABLE TO LOCATE POND a 0 0 0 �1 I O az0 O e 1 �<o CNI 0» O T N ZI 3 M = N to r O O M° " Z CNS HEAVY VEGETATION �Ay S02'07'52'E 9.74' 16• FND IRC "LB 4286 WITNESS" ABBREVIATIONS: (C) - CALCULATED CBS - CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK GONG = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FFE = FINISHED FLOOR ELEVATION FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PCOR = PROPERTY CORNER PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT PUDE = PUBLIC UTITLITY & DRAINAGE EASEMENT R = RADIUS OF CURVE L = LENGTH OF CURVE A = DELTA OF CURVE NORTH LINE OF THE NW WV4 S RGE SECTION 39E NOT PLATTED 2313-214-0003-000-5 FFE= 23.15 WELL >75' NO INTERFERENCE SEPTIC g DRAINFIELD AREA S/T 152.41' 142.41' NOT PLATTED 2313-214-0006-000-6 IN 142.41' +18.48 POC FND IR NE CORNER OF THE NTWF� 35SECRGEN39!' M FND IRC h9 "PLS 3435" POB ^6. 0.13'S, 0.16'E 90.00' 6' CLFOEND THE EAST 13Y 0E PC 79R~ AREA S/T N N S O N COVERED ENTRY M .�6 40.0 ' 0 CV 16.64 �2 WW + 00 t3.5 0 go� 1, 32.00' WELL TO BE ABANDONED +16.98 53.00' PROPOSED I PROPOSED WELL u i' WATER SERVICE O+ N 1 � m 152.38' D .ye 152.41' C ,e' 90.0 W 242.41 (C 242.38' D OW R NOT PLATTED \ \ VACANT 2313-214-0000-000-4 NOT PLATTED 2313-241-0000-000-8 FFE= 19.47 WELL & SEPTIC >75' S. OF PROPERTY NO INTERFERENCE w z J U) 0 CV M a 0 Q K O� N Q M _ toW D_ a w = N 0 Z I 0 W 3 N a O U(0 YJ00 ¢arn �z UN< z a w z m 0 rA m J w ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltniore Street ® Port St. Lucie, Florida 34983 03-19 ADD HOUSE WELL SEPTIC AJP Phone: (772) 340-7770 DATE: REVISIONS: BY: LB#7280 Fax: (772) 340-2250 JAN `Z 4 7019 ST, Cuae.COuU llj_P 11 LEGAL DESCRIPTION: MIN. FRONT TECH M THE =AST 130.00 FEET OF THE SOUTH 132 FEET OF THE NORTH 1345 FEET OF THE NORTHWEST QUARTER, SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS THE RIGHT OF WAY OF CDPENHAVER ROAD. AND BEGI,I AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 ENST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH 1213 FEET; THENCE RUN WEST 130 FEET TO THE POINT' OF BEGINNING; THENCE CONTINUE WEST 152.41 FEET; THENCE SOUTH 132 FEET; THENCE EAST 152.38 FEET; THENCE NORTH 132 FEET TO THE POINT OF BEGINNING. CONTAINING: 31,998 SQUARE FEET OR 0.735 ACRES, MORE OR LESS FDOH in St. Lucie County Environmental Health Site Plan. Approved for Construction Supersedes All Previous Site Plans for OSTDS 1-19v757y &Well #Sr1 291Y6 Date: IS ! Reviewer. SURVEY REPORT: 1. S !S .A BOUNDARY SURVEY AS DEFINi_D IN CHA.F'TER FJ-17.050(111, FLORIDA V.0'NISTRATIVE CODE. 2. ::URVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. IEGAI_ DESCRIPTION WAS FURNISHED BY CLIENT. 4. PEARING BASIS: A "GRID NORTH" BEARING OF S00'16'48"E ALONG THE EAST PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. -PHIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO176 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. .HE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. --HERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. "HE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), ;LORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. !LL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11. `.URVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ;'DDITI�)NS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES S PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 1.3. 1HE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET ;PS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) >UIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE 'LORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO 'HAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. 'HIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. ;ERTIFIED TO: PORT ST. LUCIE PROPERTIES, INC. 15. 0 COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. 'HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. HIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. DATE OF FIELD SURVEY: 9-25-18 DATE OF SURVEY: 9-26-18 SITE PLAN BOUNDARY SURVEY 1385 COPENHAVER ROAD SEC 13, TWP 35S, RGE 39E AS PREPARE[ FOR PORT ST LUCIE PF;OPERTIES, INC. Fj ALEXANEIER!J. PIAZZA PROFESSIONAL SURVEYOR eNq MAPPER FLORIDA CERTIFICATE ND`:p6330 CAD K: \BUILDERS\DWG2018\18--4192.l5IVGfn15Ii11V1"� REF K:\ FLD CJM / RP FB. PG. JOB 18-4192 OFF RP DATE 9-26-18 CKD AJP SHEET 1 OF 1 DWG D-830 APPRO%IMATE UNABLE NAB E�TOF LOCATE -L POND e: = Vvl OInQ mlmvnvm = CABLE TELEVISION BOX O = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT ® = ELECTRIC BOX ❑T = TELEPHONE BOX v = SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES = FIRE HYDRANT = LIGHT POLE ❑ =CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX iIRRIGATION VALVE GAS VALVE SEWER VALVE c�a = WATER VALVE O = WELL ❑W = WATER METER 0 = WOOD POWER POLE 0 = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 ABBREVIATIONS: (C) - CALCULATED CBS - CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FFE = FINISHED FLOOR ELEVATION FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PCOR = PROPERTY CORNER PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM - PERMANENT REFERENCE MONUMENT R/W = R I GHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT PUDE = PUBLIC UTITLITY & DRAINAGE EASEMENT R = RADIUS OF CURVE L = LENGTH OF CURVE A = DELTA OF CURVE _j O � Oil 3 00 r O O Z ye CNS HEAVY " VEGETATION 23 S02'07'52"E e 9.74' 16e FND IRC "LB 4286 WITNESS" NORTH LINE OF THE NWWF 35S RGE 39� NOT PLATTED 2313-214-0003-000-5 FFE= 23.15 WELL >75' NO INTERFERENCE SEPTIC } DRAINFIEL AREA $/T I 152.41' NOT PLATTED 2313-214-0006-000-6 0 142.41' POC FND IR NE CORNER OF THE N, 3SECON39TWF5R1 o� 0 ri v w nw �M Z OLLJ OFK z�Vi ZI 10 FND IRC a "PLS 3435"„ y e w 3 0.13'S, 0.16'E �Alb b4 �� , a z 90.00' 40. ' 6' CLF ENyDy 7.9� PCOR THE EAST 130' N N O Q 0 CV ;1F I � 0 16.64 + J=NLd0 COVERED yQ -0TRY Ld 00 Y a N 21.00' �Z m Z I �i :ABAND]ONED(:) 0_ I O W 3. W 1ndC; O m K32.00' n NC�l U 5 +16.98 3.00' w P P 6'Ib ?o m + 152.38' D yA ti� ? 152.41' C ,6' 90.01' S8 '40 38 W 242.41 C 40.o ' ,B.19 +16.46 242.38' D ME` <Z� wN< O] z NOT PLATTED o VACANT N CO 2313-214-0000-000-4 w wUj o! F- In NOT 41 0000-0 23132 00-8 FFE= 19.47 WELL & SEPTIC >75' S. OF PROPERTY NO INTERFERENCE ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, I-lorida 34983 Phone: (772) 340-7770 DATE: REVISIONS: BY: LB%7280 Fax: (772) 340-2250 O h LEW,L DESCRIPTION: THE EAST 130.00 FEET OF THE SOUTH 132 FEET OF THE NORTH 1345 FEET OF THE NORTHWEST QUARTER, SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS THE RIGHT OF WAY OF COPENHAVER ROAD. WED BEGIN AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH 1213 FEET; THENCE RUN WEST 130 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WEST 152.41 FEET; THENCE SOUTH 132 FEET; THENCE EAST 152.38 FEET; THENCE NORTH 132 FEET TO THE POINT OF BEGINNING. CONTAINING: 31,998 SQUARE FEET OR 0.735 ACRES, MORE OR LESS. SURVEY REPORT: 1. '! S 1 S h, BOUNDARY SURVEY AS DEF I NED I N C! !'',F'TER 5J-17 .050 (1 1) , FLOR 1 DA ADM I N 1 STRA;T I VE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: A "GRID NORTH" BEARING OF S00'16'48"E ALONG THE EAST PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO176 J, EFFECTIVE DATE 2-16-12. 7. I'LOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. -HERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES S PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: PORT ST. LUCIE PROPERTIES, INC. 15.@c COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. -HIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAllA PSM, INC. '01111111111'r DATE OF FIELD SURVEY: 9-25-18 N DATE OF SURVEY: 9-26-18 JA",I , BOUNDARY SURVEY 1385 COPENHAVER ROAD SEC 13, TWP 355, RGE 39E AS PREPAREC FOR PORT ST LUCIE PROPERTIES, INC. ALEXA PROFE FLORI CAD K:\BUILDERS\DWG2018\18-4192. REF K:\ FLD CJM / RP FB. PG. OFF RP CKD AJP SHEET 1 OF 1 G; J. Pi 1 E N JOB DATE DWG 18-4192 9-26-18 D-830 CONSTRUCTION BY: PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 IW IWV. PSL PROPERTIESI NC. COM DESIGN CERTIFICATION FOR WIND LOP`.^ COMPLIANCE PROJECT NAME: KING RESIDENCE OCCUPANCY TYPE : R STREET ADDRESS : 1385 COPENHAVER ROAD, FORT PIERCE FL 34945 CONSTRUE TIC:. T, ^E : PERMIT NUMBER: CERTIFICATION STAI-EMENT : I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY, I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPLIONS USED 1. FLORIDA BUILDING CODE: 2017 EDITION WITH: SUPPLEMENTS AND ASCE 7 __10 2. STRUCTURE DESIGNED AS :ENCLOSED: _ X PARTIALLY ENCLOSED: - OPEN BUILDING 3. RISK CATEGORY : 111 X III IV __ EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 128 ASD NIA- LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: +/ 12'-6" ROOF PITCH: 6112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10'MRH) ZONE 1: + 22.3 ZONE 2: + 22.3 ZONE 3: + 22.3 ZONE 4: + 33.6 ZONE 5: + 33.6 GARAGE: + 22.3 - 35.4 - 59.8 - 87.9 - 36.4 - 44.9 - 29.0 7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD: 5 PSF ROOF/LIVE: G0 PSF BALCONY • NSA PSF DOCK:- NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING • NIA PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X ._ NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT) 10, DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED? YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: PAUL WELCH, P.E. CERT. # & CO. CERT. AUTH. DESIGN FIRM: ADDRESS: PAUL WELCH, INC. DATE: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE, FL 34953 COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. FPL SERVICE CONFIRMATION GARAGE LEFT DATE 29945 / 5115 PROJECT PROPOSED NEW CONSTRUCTION: KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE FL 34945 MODEL MONTEGO REVISIONS ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE''O.AD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, Oil OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE, ADDRESS IDE1 7TIFICATION SHALL BE MAINTAINED. PLANS AND E14 NGINEERING PAUL MEL CH, INC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUC FLORIDA 34984 PHONE: (772) 785-98rSf.; FAX : (772) 785-9933 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #6 5f-I9o7,KN & Well #54 -2AI `16 Date: I%IS !9e 5,f-"Iy7 Rev JHN 14 ide County, Permil ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) 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, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE, 0 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 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 FORALL 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-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. CONTENTS Al00 - COVER SHEET Al01 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL A102-PROPOSED ELEVATIONS Al03 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A104 - PROPOSED FOUNDATION PLAN Al05 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE Al06 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER. Al07 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE Al08 - PROPOSED CONSTRUCTION DETAILS PORCH COLUMN DETAIL INTERIOR NON -BEARING WALL DETAIL BLOCK TRANSITION DETAIL GARAGE DOOR ATTACHMENT DETAIL ROOF SHEATHING NAILING ZONE DETAIL INTERIOR STEP DOWN BEARING WALL DETAIL A109 - PROPOSED CONSTRUCTION DETAILS FENESTRATION DETAILS GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFYALL 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) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ADDITIONAL NOTES 1) INTERIOR TO BE'/V DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD ; 0.098" DIAMETER, 1 '/a" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0,086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMEN DATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: YBEAMS: 1 %'SUSPENDED SLABS: 1 M." 6) LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM, 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 318" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETERAND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: KING RESIDENCE APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3116" X 1-1/4" MIN. EMBED TAPCONS AT2"/11"O.C. WINDOWS _ SEE ELEVATIONS + / - 60.0 MI WINDOWS & DOORS 185 PW FL # 15349.1 IMPACT 3/16"X 1-1/4" MIN. EMBED TAPCONS AT 6" / 18" O.C. MULLIONS SEE ELEVATIONS + / - 75.6 MI WINDOWS & DOORS CM - 18531 FL # 17499.1 NIA 1/4" X 1-1/4" MIN. EMBED TAPCONS 4 PER CLIP BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A NIA N/A N/A N/A N/A SLIDING GLASS DOORS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 120 / 130 1140 SGD FL # 22401.3 IMPACT (2 ROWS) 3/16" X 1-1/4" MIN. EMBED. TAPCONS AT 6" / 16" O.C. OWING TYPE DOORS SEE ELEVATIONS + 49.2 / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.2 N/A 1/4" X 1-1/4" MIN, EMBED TAPCONS AT 6" / 13.75" O.C. FRENCH DOORS N/A N/A N/A N/A 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13.75" O.C. GARAGE DOORS -. SEE ELEVATIONS + / - 37.0 CLOPAY 29W6-10 FL # 5678.29 N/A 5/i6" X 1-5/8" MIN. EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A NIA N/A N/A N/A POOF VENTILATION N/A N/A N/A N/A N/A N/A N/A RE.IOFINL G MATERIALS r VULT = 160 VULT = 194 OWENS CORNING 3 TAB FL # 10674.1 NIA BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM FASTENERS FOR ASPHALT IOR COPPER NGLES LROOFING NAILS, MINIMUM 12 GAUGE (0.105 INCH (3MM) SHANK WITH A MINIMUM 3/81NCH (10 MM) DIAMETER HEAD, ASTM F 1667,OF ALENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND MINIMUM OF 3/41NCH (19 MM) INTO THEROOFSHEATING. WHERE THE ROOF SHEATHING ISLESS THAN 3/4 INCH (19 MM)THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITHASTM F 1667 HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STOUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. f,AME : PAUL WELCH, RE. SIGNATURE: ON PLAN (:`:_SIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945 ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 WWW.PSLPROPERTIESINC.COM 28'-6" 14'_0„ 16" X 16" X 8" BLOCK COLUMNS ■ ■ PRECASTLINTEL ■. ■ _ - - - - - - - - - - - - - - - - ■ zI COVERED PORCH 10'-1"FLAT CEILING I w (SCREEN ENCLOSED a I CONTRACTOR TO LOCATE SCREEN DOOR) I G iv V T 6„ 12'_9„ 2,_6„ 5,_t0" 2'-6^ o __- SH-35 I I l^_l BIBS y�;2` DROP CEILING"'S I G I OF HOSE .A a-T8/4• SH-25 / EGRESS _ _ _ _ _ _ _ _ _ _ I 3-1/2-STEP 8068 / TEMP. / SGD I SH-25 I EGRESS ■ ■.` ....■ ■ ■.'.- - - - _ PRECASTLINTEL- - - - _.�■ ■ ■. ■.'. ■ II ■ ■ ■ ■ __. NOOK " m ■ 0 9 IL 12'-2„ 9'_5a/a' 14'-10Y2" _ I L ■ I 110'-0y," `. 2'-3Ya" ■ BEDROOM #3 .UPPER I 1 W CABINETS 8'-1"FLAT CEILING J(D DW ` I m MASTER BEDROOM ° a a 8'-1"FLAT CEILING g KITCHEN v o GREAT ROOM n LL■ ' w l Wir CEILING.. N C m 10 I"FLAT CEILING m m z ICI 203 o o l I i xm N o a o 48'HIGH WALL w/ N. SILL & TEMP GLASS 1 ENCLOSURE ' ry _____ rX 8'WALL -f 1 6' 101. 3'.4" i W ' - - 2 68 ■ I BATH ILI sy I TILED SHOWER - 0 ; z ; '� W - ■ s-� N� � g � +;nerve e a `o O µµgoI O J)C ■ o 0 2668 m 2866 3-9" WALL TO 2'-8" 2'-7" - CEILING. V-5%" M. BATH q '� 1 x _ a 42' X 60' TUB v II DRYER ■ N 2 PLY GIRDER ■ l v 1 ,01 , , nl rv, _ 3-112- STEP (,AW H W i. ■ OO ❑O. 22-1/2" X 54" =.II, AT IC ACCESS I FPL ETER W II ¢ ' I.,. (PULL DN. STAIRS) ; JU ---------- ■ W II ■ QW Q _ am m _ A. OND.c~ a " AHUIN ATT w< 0 WITH DRIP P/ 'I O 3 AND DRAIN I dEJ W J � CO LIGHT ATTIC STC PAGE � J q F- U F ■ LU N GARAGI U z 8'1 FLATCEII. 'I-- A.F.F. __------------ I LU w ■ I E - -� ■ _ - _ 3/4 FURRING ---- FL 4 'AND 1/2"DRYV,-- a I r.(TYPICALi ' w I , J I I y 1 H SE BIBB♦ O o 6 ■ ■ ■ ■ 16070 / OHOD ■ ■ ■ '2,_6„ 20'-0" 90 i - y m -- 4r VANITY WC m = M I y}J ■ A" C 8Y," o I b FOYER i Ifg ih 10'-1"FLAT 36" HIGH CEILING I I na DINING VIAL C-1 TRANSOM m 10'-1"FLAT +'I+ 3068 WITH 12" TEMR ■ W CEILING °p 4 GLASS SIDELIGHT 2,_ /„ 0 w w/ TRANSON ABOVE x BEDROOM #2 r W a 12'-1Y;;' ■ O O 0 8-1"17LATCEILING LL_ <V ■ TRANSOM ABOVE ENTRYq o n 8'X 16"BLOCK 10'-0" - 20 MIN. FIRE 'a COLUMN �. RATED DOOR ■ D ■ PC. LINTEL - ■ _ ■. ■ ■ ■ (2) SH-25 /EGRESS 53'-6" 7%` CALCULATE ATTIC VENTILATION CEILING = 2038 SQUARE FEET 2038 / 300 = 6.79 REQUIRED VENTILATION 241.0 LINEAR FEET OF 6" X 22' VENTS @ 48" O.C. = 55.43 SQ. FT. l2 = 27.72 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 27.72 SQUARE FEET> 6.79 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (& 46.ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.79 X 40% = 2.716 SQ. FT. OF RIDGE VENT 6.79 X 50% = 3.395 SQ. FT. OF RIDGE VENT RIDGE VENT 18'-0" LINEAR FEET OF 2" VENT = 3.06 SQUARE FEET OF RIDGE VENT PROVIDE 18.0 LF OF RIDGE VENT' SOFFIT DETAIL NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES 12 (PER CONN. SCHEDULE) 6 DIMENSIONAL ROOF SHINGLES OVER 30 # ROOFING FELT R-30 TYPICAL CEILING INSULATION CONT. GALV. MTL DRIP OVER (PT)1X2 ___—_—__.. 8: 1/2" DRYWALL @ CEILING (TYPICAL) 8: 8" X 8" X 16" BEAM BLK. 2" X 6" PRE -PRIMED 112" O.H. _ W/ (1) # 5 BAR IN 3000 PSI SPRUCE FASCIA CONCRETE FILLED CELL �8" VENTED PRECAST LINTELS STUCCO SOFFIT W/ (1) # 5 BAR FOR ALL p DETAIL) ) DOOR AND WINDOW OPENINGS UL ' & FILLED W/ 3000 PSI CONCRETE ; p o STUCCO FINISH w 1"X 2" P.T. FURRING STRIPS vi VERTICAL REBAR TIED TO DOWEL @ 16 O.C. WITH FI-FOIL INSULATION Z & RUNNING INTO BEAM BLOCK ; o Q IN 3000 PSI CONC. �` 1/2" DRYWALL IY (TYPICAL) UL VERTICAL DOWELS W/ 30" LAP SPLICE 8" CONCRETE BLOCKS FROM FOOTER 8` r SEE FOUNDATION PLAN 1 WOOD BASE BOARDS l FOR SIZE &SPACING J 4" CONC. SLAB (MIN. 2500 PSI) a W/ 6 X 6 10/10 WWM OR FIBERMESH I 0_'-0" TOP OF SLAB GRADE ; e 49piRETE PICAL WALL SECTION BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE X 6" PRIMED & PAINTED S SPRUCE X 22" VENTS '4'-0" O.C. )CCO OVER WIRE LATH w/ 31ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERSOF 15 # FELT OVER ----------- ------ EACH FRAMING MEMBER) - - - - - - - - - - I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I /-�__l♦ I I I I - _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ _ I I I I I �r Ii I I I I II II I I I I I \ \\ 1 I 1 1 I I I I I I I I I I I I I I I I I I I I 11 1 1 I I I I 1 r - - - - - - - - - - - - - • I l\ 1 r I \ \ I I I I i ` - - - - - - - - - - - - - - - - - - - - - I I I I 1 I I I I ROOF CONCEPT DRAWING I I 1 1 SCALE: 3/16" = V-0" I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I li II it rl I I I I L - - , W ■ LO ZLOO _zmv J Q Z mom /p 0 �■ W x I-L - ■ L I.- LL LL W %°W� : U W �=a J J N a o F PROJECT' PROPOSED NEW CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL MONTEGO GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 53+-6"X59'-O" AREATABULATIONS LIVINGAREA 1429.0 SQ, FT. GARAGE 400.0 SQ. FT. ENTRY 41.0 SQ. FT. BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETIINDEX A100 - COVER SHEET A101 - FLOOR PLAN, A102 - ELEVATIONS A103- ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 DETAILS A109 - DETAILS SHEET INFORMATION DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = V-0" REVISIONS ENGINEER OF RECORD ) 1 PAUL WELCH INC. PAUL WELCH RE. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX (772) 785-9933 EMAIL: PWELCHINC@AOL.COM C SHEET Al 01 I L� LL OPENIING, I.D. LLJ�- W - - 0 3E FINISHED FLOOR 0'-0„ �J -U ��J - - - - , , - - --FINISHEDFLOOR 0,-0" /h o �T ,{i,h'i( a r �.�,�� 9, .�'i " 7i:• ...�#I 1� `'�'v �,S" r.�,'� ^a a F„ti� 71'`-�°�,7�3r"�sl �.:m i FRONT ELEVATION NOTE: SCALE: 1/4" = V-0" SAND FLOAT FINISH OPENING I.D. OPENING LD. II OPENING I.D. ON ALL STUCCO BANDS & O FIXED GLASS TRANSOM A RETURNS SUCH AS WINDOWS, ABOVE DOOR (NOT SHOWN) DOORS, GARAGE DOORS, 3 I 3 1 10 L.F. RIDGEVENT 11 AND ENTRY B' _ OPENING I.D. OPENING LD. OPENING I.D. _ C-1 I..! - ���I I II.III II II`I� 1 1 ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. 2 OPENING AREA INTERIOR OPENING ZONE END OPENING ZONE a IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE O 1 10 +33.6 PSF - 36.4 PSF +33.6 PSF +44.9 PSF z 15 +33.5 PSF - 36.3 PSF +33.5 PSF +44.8 PSF 20 +33.4 PSF - 36.2 PSF +33.4 PSF +44.6 PSF q 25 +33.3 PSF - 36.1 PSF +33.3 PSF +44.4 PSF s 30 +33.2 PSF - 36.1 PSF +33.2 PSF +44.2 PSF s 35 +33.1 PSF - 36.0 PSF +33.1 PSF +44.1 PSF 110 +22.3 PSF - 24.3 PSF +22.3 PSF -29.0 PSF DESIGN PRESSURES PER ASCE 7-10 Oz 160-C FINISHED FLOOR 0'-0= _ i� �� L _ _ _ _ _ _ FINISHED FLOOR 0'-0" BACKK ELEVATION `C ELEV' `TION OPENING I.D. OPENING I.D. OPENING LD. SCALE: 1/4" = V-0" G H I 5 1 2 E 4 E OPENING I.D. J l w OPENING I.D. U " SCREEN NOT SHOWN " I w z N - TEXTURED w w STUCCO FINISH w I� LL 1 I (TYPICAL) io 3 0 O - 0 z 3 FINISHED FLOOR 0'-0" - - - - -- LEFT SIDE ELEVATION °PENING I.D. CPENINGLD. L M SCALE: 1/4" = V-0" ' OPENwG LD. 1 E 1 E BEARING HT_8'_1" 10 L.F. RIDGEVENT w z TEXTURED STUCCO FINISH m LLzi (TYPICAL) io w O 2 3 FINISHED FLOOR 0'_0" - - _ _ _ - RIGHT SIDE ELEVATION SCALE: 1/4" = V-0" CALCULATE ATTIC VENTILATION CEILING .= 2038 SQUARE FEET 2038 / 300 = 6.79 REQUIRED VENTILATION 241.0 LINEAR FEET OF 6" X 22" VENTS @ 4T O.C. = 55.43 SQ. FT. / 2. 27.72 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 27.72 SQUARE FEET > 6.79 SQUARE FEET ; SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS @ 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.79 X 40% = 2.716 SQ. FT OF RIDGE VENT 6.79 X 50% = 3.395 SQ. FT OF RIDGE VENT RIDGE VENT 18'-0" LINEAR FEET OF 2" VENT = 3.06 SQUARE FEET OF RIDGE VENT PROVIDE 18.0 LF OF RIDGE VENT BEARING HT_10'-1 OPENING I.D. H " SCREEN NOT SHOWN " I _ _ - _ - - - - _ _ __ _ - FINISHED FLOOR 0'-0 W v M Z V �<z Y/ ❑ W w0� F~ L` w O w _0. W cn�co � L a k. ce " a I 0 CIE PROJECT PROPOSED NEV_V CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 PLAN INFORMATIONm� A SINGLE FAMILY RESIDENCE MODEL MONTEGO GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE: 160-C PLAN DIMENSIONS 53'-6"X 59'-O" AREA TABULATIONS LIVING AREA 1429.0 SQ. FT. GARAGE 400.0 SQ. FT. ENTRY 41.0 SQ. FT. BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETINDEX Al00 - COVER SHEET A101 - FLOOR PLAN 6102 ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107- TRUSS PLAN A108 - DETAILS A109 - DETAILS DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED =SCALE 114"= 1'-O" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM —--—-----— ♦■' ■■ on INN (P ■ I I I � 5,-1FAN PREWIRE ' I I FANPREWIRE 7�;"GFI GFI 3 GFI FAN PREWIRE , / O DW GFI I I K GFI F22 0 g .Zc , ■ LU DWI It GFI \ SD 'UTI GFI - / GFI. `_C19 GFI'nQ, ■ /' GFI ■ J I SD/Co V SD/CODETEECTT (TI711 OR ^ T I ■ ` J O SD. ®ETECOR . \ GFI � SD ■ _ V1, 1 a 1 � J l (aFl oil v WH tt Disc ■ FPL METER w it Q , w� I� ail -- ,- -• ■ olsc ■' y SWITCHED LIGHT 220V. v AHU IN ATTIC IN ATTIC Lu ¢ �WVITH DRIP PANIL gND DRAIN LINE GFI GFI 7:�—; ■ A. COND. ■ GFI - ------------- ----- -- a � , PREWIRE FOR O.H.G.D. OPENER ■ ■ ■ ■ ■ ■ ■Low ELECTRICAL PLAN SCALE: 1/4" = 1'-O" X' i FAN PREWIRE ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET (1p 3-WAY SWITCH $3 SD/CO DETECTOR GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $p DOOR CHIMES PUSH BUTTON ❑G ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WPIGFI SERVICE PANEL o 110V OUTLET (p SERVICE METER F'-1 CEILING FAN 220V OUTLET 1' LIGHT FIXTURE \J 4-PLEX OUTLET WALL MOUNTED x SWITCHED OUTLET W LIGHT FIXTURE L SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH l> PJ CEILING FAN w/LIGHT JUNCTION BOX RECESSED LIGHT A/C DISCONNECT E:3 VAPOR PROOF O PHONE OUTLET g RECESSED LIGHT 6 G TV OUTLET Q FLOOD LIGHT FLOOR OUTLET E. FAN LIGHT SCONCE PREWIRE Kf) NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 Lm (3) # 4/0 ALUM IN 2" C —ELECT. SERVICE # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND ALUM ELECTRICAL RISER / DIST: / OPTION "A" NOTE: USE ALL COPPER WIRE NO SCALE O 150 M 2 MBR "EP„ 1201240V 1 'a 150A MLO (3) 4/0 # 4, 2" C ALUM # 4 CU GROUND TIED TO BUILDING STEEL, CWPAND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE UG SERVICE BY FPL (3) - # 4/0 ALUM IN 2" C ELECTRICAL RISER / DIST. / OPTION "B .NO SCALE ELECTRICAL LOAD CALCULATIONS PER NEC 1 1429 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING] 4287 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 101 MISC. 5000 TOTAL: 39487 VA FIRST 10 KW @ 100%" REM INf� DER @ 4M TOTAL: A/C HEAT @ 100"/a TOTAL: 31794.8 = 132.5 AMPS USE 150 AMP SERVICE. 240 10000 11794.8 21794.8 10000 31794.8 VA ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION, 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 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 FORALL 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-VOLT, SINGLE-PHASE 15 _ AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ZLu T O o J M Q Z Fn W rro O LL r- Z O : W U W 0 O W IL J a J CLN O a an PR CT PROPOSED NEW CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL MONTEGO GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 53'-6"X59'-0" AREA TABULATIONS LIVINGAREA 1429.0 SQ. FT GARAGE 400.0 SQ. FT. ENTRY 41.0 SQ. FT. BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET Al01 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEETINFORMATION;' I DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = V-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM SHEET��� Al 03 28,_6„ - - 4'-8" Y-10" 4%3„ 2'-6", 5'-10" Z-6" fi m 16" X 16" X 8" CONC. BLOCK COLUMN w/ (2) #.5 VERTICAL .(TYPICAL) 1a'-o° - 1 a �1 w v FTG 5„ RECESS SLAB 3-1/2': BELOW FINISH FLOOR F-1 FTG / O RECESS FOR S.G.D. ' F .a 31/2"STEP Ir iq o fi>� r cF 0" N 11 7w r r 25'-2%" i i CIL OF 3-1/2" WALL I r u r " V' w - ' o -DW 4 0 FTG w i ,+l FLLL N W r 0" 0 w ,LL g w II 02 U Zw T m 2- g'_3�" W r r - m O r 8% C/L OF 3-11r WALL RECESS EC Y." i i TOF OF SLAB - • CS 'r w rr iY N N iN FOOTING F-8- cc zW N Orz m m. �I2uu Z) ou! CC) \ Y� N 002 FTG x� mXw F- w `v o FPL METER r A. COND. R � }N} Q F_ 3 w UTILITY SLAB � o U r t� jp K - w I--- e U lA 0 p 4 in HOSE BIBB 2 -2'/," L r LL J r l C/L OF 3.1/2" WALL F — %,% m _ U WC I r ;.,w r 13'-0%" C/L OF 5-1/2" WALL ' J Q rl MAIN EGRESS DOOF OUT SWING 3I RECESS SLAB 3-112" 5 LAB REFERENCE N w BELOW FINISH FLOOI F-2%" r r OF TUB _ _ _ z C/L OF 3-1/2" WALL 0 w w U W I I u F-1 FTG/+ 28'-3%". - -- C/L OF 3-1/2" WALL 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"/ 6" 10/l0 WWM OVER VAPOR BARRIER ON CLEAN a COMPACTED CHEMICALLY TREATED FILL " 3 w� A O • i w O x I WC o u m � � _____� 11 d'. 3 a'-ri; 40" X 60" OVERALL g r� is�r rc4�2 N TUB &DECK -v Q •• • I_ - - - - ----- -_._ - --1 a o z F N '7 0 ® ° O RECESS SLAB 3-1/2" v o BELOW FINISH FLOOR m 1p IN F001INGF - 2 • D cc a 1 a, w o - 2'-2" 6-11" T-7%" 5'-7%' 2" CURB BEYOND WALL - - a? z¢ Of Z 7 ro U O aj o W LL a� 4 ' O O Ow 1 F-3 N m r; w W vJi TG N FTG W br O W e o q F _ CURB HEIGHT VARIESAROUND q PERIMETER OF GARAGE - n ' m Y j LL � • • , � � �-OFF °' ' ®■ r _ RECESS O.H. G.D. - - 20'-0" WHERE SHOWN Fo-1 ON PLAN THERE IS A VERTICAL # 5 (f'c = 3000 psi MINIMUM) T-2'/0 - 6'-11" 2'-21 16"X 8" CONC. BLOCK COLUMN w/ (2) # 5 VERTICAL DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE. 4 -v 0 N 0 `r TERMITE TREATMENT -TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOILAPPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHERAPPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, "REGISTERED TERMITICIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:' i "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." - III-- #5 REBAR FINISH FLOOR CONCRETE SLAB b 4„ CONCRETE SLAB- F. FLOOR FINISH GRADE Z (2) # 5 REBAR �2- " (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS iV 16" 3" COVER MIMIMUM. BEARING FOOTING �INERIOR�NON-BRG. FTG. F2SCALE: 1/2" = V-0" E: 1/2" = #5 REBAR Z II 7-5/8" CURB O CM 411 CONCRETE SLAB FINISH GRADE Z _ _ CONCRETE N L I (2) # 5 MINIMUM CONTINUOUS, 1611 3" COVER MIMIMUM. 41, F3 CURB SECTION SCALE: 1/2" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 2.) #5 DOWELS 44" 101, 3.)ATTACH DOWELS TO FOOTING STEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. Lu V Z M Lo 2 o Z J cl) 0 Z W m O N ~ � LL U UJI J � d J Jim® r U) IZ 0 O N � / 19 O a 0 am PROJECT ' PROPOSED NEW CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 PLAN INFORMATION: III 05 REBAR A SINGLE FAMILY RESIDENCE o -ry MODEL MONTEGO CONCRETE SLAB GARAGE SIDE LEFT SLAB M F FLOOR ELECTRICAL SERVICE i EXPOSURE 160-C PLAN DIMENSIONS 5Y-6"X59'-0" 16" 4' (2)#5MINIMUM CONTINUOUS, AREATABULATIONS W COVER MIMIMUM. LIVING AREA 1429.0 SQ. FT. GARAGE 400.0 SQ. FT. EXTERIOR STEP ENTRY 41.0 SQ. FT. F� SCALE: 1/2" = V-0" BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ. FT. #5 REBAR n CURB ECESS @ SHOWER VARIES r FINISH FLOOR GRADE 4„Cl — (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. *_�.SHOWERIICURB/RECESS SECTION SCALE: 1/2" = 1'-0" CONCRETE FOUNDATION NOTES 1) SLAB / FOOTINGS TO BE CONCRETE WITH AMINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOILAND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVELAND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUB -BASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER POLYETHYLENE VAPOR BARRIER WITH MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE, PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES IN ACCORDANCE WITH FBC R316. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEET INDEX I Al00 - COVER SHEET A101 - FLOOR PLAN Al02 - ELEVATIONS A103 - ELECTRICAL PLAN IA104 - 'FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4"= 1'-0" REVISIONS IENGINEER OF RECORD " I PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM 7 SHEET IQ 'r I . I OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING OPENING TYPE MASONRY BOTTOM WALL LINTEL LINTEL COMPOSITE SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD 0 16070 OHG DOOR 192" X 84" 84" 8'-l" 17'-4" 8F20-1 B/lT 950 200 404 100 (2) SH-25 75" X 63" 81" 10'-1" T-6" 8F6-0B/lT 755 100 506 100 O FIXED GLASS 75"X20" 105" 10'-1" T-6" 8F16-1B/1T 2661 550' 1634 150 TRANSOM / SWING DOOR 30 - SIDELIGHT W/ 72 W112 54" " X 83 83" 10' -11, F-10" 8F6-0B/lT 859 100 655 - 100 3A - FIXED GLASS TRANSOM 49-1/2"X 18" 105" 10'-1" 5'-10" 8F16-1B/1T 4360 650 2093 200 ® (2) SH-25 75"X63" 81" 8'-1" T-6" 8F16-lB/lT. 2661 1300 1634 400 0 SH-1-134 27-1/2"X50-5/8" 811, 8'-1" 3'-6" 8F16-1B/1T 6113 200 3547 150 Q SH-25 38" X 63" 81" ` 8'-1" 4'-6" 8F16-16/1T 6113 1300 2724 100 O 868 SLIDING GLASS DOORS 98" X 79" 79" 10'-11. T-6" 8F42-1 B/lT 6472 550 3508 100 ® SH-H35 27-1/2" X 63" 81.1 V-10" 3'-6" 8F25-1 B/lT 8974 100 5591 100 O9 SH-35 54-1/8" X 63" 81" 8'-10" 5'-4" 8F25-1B/lT 7342 100 3607 300 to SH-H35 27-1/2" X 63" 81" 8'-10" T-6" 8F25-1B/lT 8974 100 5591 100 tt SH-25 38"X63" 81" 8'-1" 4'4' 8F16-1B/lT 6113 950 3547 100 tz SH-H34 27-1/2" X 50-5/8" 73" 6'-10" 3'-6" 8F9-lB/lT 3069 100 2524 150 to SH-H34 27-1/2" X50-5/8" 73" 6'-10" 3'-6" 8F9-1B/lT 3069 100 2524 150 14 SH-H32 27-112"X26" 81" 8'-l" 3'-6" SF16-1B/1T 6113 200 3547 100 L-1 ENTRY OPENING 61" 8'-V 9'-4" 8F16-lB/1T 1843 150 1133 100 TOP OF BEAM L-2 ENTRY OPENING 81.1 8-1 0 TOP OF BEAM 4'-0" 8F16-lB/lT 6113 150_ 3079 100 L-s PORCH OPENING 105" 10-t TOP OF BEAM 12'-0" 8F16-1B/1T 1254 450 723 300 . L-4 PORCH OPENING 105" to-1 TOP OF BEAM 14'-0" 8F16-lB/1T 1002 200 559 150 L-5 ❑ PORCH OPENING 105" 10-1 TOP OF BEAM 12'-0" 8F16-1BllT 1254 450 723 300 L-e KITCHEN BAY 105" 10-BEAM TOP OF B 12'-0" 8F16-1B/1T 1254 550 723 150 W MASTER BAY 81" 8`1" 14'-0" 8F16-lBi1T 1002 250 559 100 TOP OF BEAM 2 I=- _ U Q 4 Z co 2 0 o Lo Z (O • 7 5/8" ACTUAL V. NOMINAL WIDTH BLOCK AND LINTEL PLAN SCALE: 1/4" = 1'-0" ❑ 8'-l" BEARING HT . 6'-10" BEARING HT 8'-10" BEARING HT. ml10'-1" BEARING HT. FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR F = FILLED W/ GROUT, U = UNFILLED C.M.U. QUANTITY OF #5(� BOTTOM OF LINTEL AVITY GROUT 8F16-1 B/l T FIELD ADDED #5 REBAR @ BOTTOM NOMINAL WIDTH QUANTITY OF #5 (MIN, (1) REQUIRED) REBAR @ TOP • NOMINAL HEIGHT BOTTOM REINFORCING TYPE DESIGNATION PROVIDED IN LINTEL. (VARIES) Nim • • 8F24 • • • • 8F16 8F20 CROSS SECTIONS W Ca J Q Z ,® ❑ W w°W E- - ~ LL W E W 0_ W �J J IL CD w a ® -q w f CD ~ N O ww a O i�lo PROJECT PROPOSED NEW CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL MONTEGO GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 53'-6"X59'-0" AREA TABULATIONS LIVING AREA 1429.0 SQ. FT. GARAGE 400.0 SQ. FT. ENTRY 41.0 SQ. FT. BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE, SHEETINDEX A100- COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN Al06 - HVAC PLAN Al07 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM t7e'�� t "T SHEET '�'I 1 wks ER ShEpFhoom GREAT ROOM �', a-4"FMl rbxersn wa su+aMuo 5U 1202 12A:12. ]—� .�i•?3 * 221cim 215 rli I 1� 6x5, ( n 70 cfin 34d �J 110 10' L 18" DAakatE ' 'MU INAITL ' � Iguixi e W r:r A', nAr. AC LAYOUT PLUMB 1)ALL WC 2) DWV 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, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. o,�nnr w.�w AENEaAI NGTES EQUIPtIENT SCH€DULL 10 tie PI al n Ynollkh Ih h 12 %12 and spect do mmRy Nth moll" blew MAXORJSCR CMf1603E 9 '10.' M 1:dil drn n4ax USE-3* MCA.-lsg tat-zw 101c10 code' M JGI]IFlq-ido eu'kFn9 O 1-9,6eifil .Cab Meeltnncol. pR ,HANDLER ASF.37CIO J' NbiAlJAL CFN 1200 MCn M1 5 VOE,I-2?G [ne qy er3eulofare tlpw uiing Energy MKII SPEED- W 3 a tim - F'IaHns2010 A Rghl-A 'MAI INN, MCA- 54 WX FUSE- U'0 EXIS (y 38 Elm Right A in the se(omded vneINn df the laT& B1V- 34.200 4" 1"T 30 stlddar, of tie ACCA Me FnI d. idgI:A-Jm SEER WING- Ili IrPE 9.5' )�. eamputes the saes of hvotey mid 'wdF AWN REFI 201007770 �S`S dengn boss Und is dms used it, somq THERMOSTAT HON[YWELL Tn n © resN. Hal Hvrk1 sjo.n,el7 REF LHE9- 3/4 / 3/a NO 0-sign done dema Rrtfri I'AO t0" ^'^ p �> 12X1 i 10,'I Opt D® Is its InicmLonyr,ler reralgM1 o/ 233 Brit the second edition of the XCA Mm A D Iw Vi l �2kt2 �R"d• tiI:' duct dgsgr DETAIL COMPLIES WITH FRS. METH 301.12 IhF90 Pla Is smo-,,ds and vad of pnn.0 - 004PR�I 23J din' , e 9H s antl peo lrehbl i Net k Tt bmu,, a rap ch. due to vv ar rcq,s,l or *.is"I tlrni60r All CFMa ARE APFROXMAIE, ACIUAE OF" BEDROOM Y2 VARES UPON SLIRRENF SFATC PRESSURE OF L •-iwtRM,O HIVAC W51pq DunoEFISE t B161fflnnG DMIL 4'- 710 Sts AIR HANDLER UNITS IN ATTICS ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST APPLIANCE. THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (762MM) HIGH AND 22 INCHES (559MM) WIDE AND NOT MORE THAN 6 FEET (I829MM) IN LENGTH MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES (61 OMM) WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30 INCHES (762MM) WIDE SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. EXCEPTION: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. ELECTRICAL REQUIREMENTS.-. A LIGHTINGE WITH CONTROLLED FIXTURE RECEPTACLE OUTLET CONTR LED BYASWITCH LOCATED AT THE PASSAGEWA Y OPENING SHALL BE PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREAAND INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. AIR HANDLING UNITS: AIR HANDLING UNITS SHALL BEALLOWED INATTICS IF THE FOLLOWING CONDITIONS ARE MET 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET (1829) OF AN ATTIC ACCESS. 2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. SAID NOTICE SHALL BE INALL CAPITALS, IN 16 POINT TYPE. WITH THE TITLEAND FIRST PARAGRAPH IN BOLD. NOTICE TO OWNER A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC . FOR PROPER, EFFICIENT, AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM. YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING SYSTEM /S EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS N;T WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION W J H H O Z L L J Z M M � O U Z V♦ Lu ❑ W_ w0r- ~LL O w W a W � IL T N f1 N F— ce O a am PROJECT PROPOSED NEW CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL MONTEGO GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 5X-6"X 59'-Or' AREA TABULATIONS LIVING AREA 1429.0 SQ. FT. GARAGE 400.0 SQ. FT. ENTRY 41.0 SQ. FT. BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN; A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = 1 r-O" REVISIONS PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 EMAIL: PWELCHINC@AOL.COM SHEET Al 06 HATCH LEGEND 6'-10" All 8'-1"A.F.F 0 0O0C 2.2. 101-1"A.F.F NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS TRUSS END DETAIL /� sp PLUMB CUT OVERHANG ; HEEL HEIGHT TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY'SENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES, 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS CONTRACTOR: PORT ST PROPERTIES OWNER: KING RESIDENCE TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 10/02/2018 CUT -SHEET DATE: 10/02/2018 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN ' FASTENERS NOTES D01 1ST & 2ND 1897 (2) HETA 20 2500 (12) 16d D03, E765, CONT 250 PLF O HETA 20 1810 (9) 10d X 1-112" SEE GABLE END DETAIL 1 STRAPAT EACH END AND 48" O.C. VALLEYS CONT. 100 # PLF O MTS 16 1000 (14) 10d X 1-1/2" c) 1 STRAP AT EACH END AND 24" O.C. ALL OTHERS AT CBS BEARING LESS THAN 1800 # EACH <1800 # (1) HETA 20 1810 (9) 10d X 1-1/2" AT CBS BEARING NOTE: ALL STRAPPING TO BE SIMPSON STRONG-TIEAS SPECIFIED. O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED, VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. I'L e M ' � Z J aZ W � W W I- W O W O w 0- W CL mina O I" N D- o PROJECT PROPOSED NEW CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL MONTEGO GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 53'-6"X59'-O" AREA TABULATIONS LIVING AREA 1429.0 SQ. FT. GARAGE 400.0 SQ. FT. ENTRY 41.0 SQ. FT. BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET Al01 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN Al05 BLOCK PLAN Al06- HVAC PLAN Al07 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4 1'-0" REVISIONS I ENGINEER,OF RECORD I PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM _ W DIA. PIPE W \ N C/L PLATE 041-1/2" NO SCALE (TYPICAL) EAVE BATT INSULATION 3" DIA. SCHEDULE 40 STEEL PIPE FILLED WITH (3000psi) CONCRETE `PIPE WELDED TO PLATE WITH 3/8" FILLET WELD ALL AROUND CONTINOUS CONCRETE FLOOR 8" X 8" X 3/8" THICK STEEL PLATE WITH (4) 5/8" X 2-3/4" MIN. EMBEDMENT WEDGE ANCHOR VEHICLE BARRIER FOR APPLIANCE PROTECTION NO SCALE TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 16" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE (D Z Z W IL O w O O r I/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER %L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) FINISH FLOOR GARAGE DOORJAMB ATTACHMENT TO CBS WALL NO SCALE (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. CORNER BAR # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN FILLED CELL CONTINUOUS TO FOOTINGS. —CORNER BAR — # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19132" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) 12 6 SIMPSON STRAP PER SCH CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC, (2) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN l FOR SIZE & SPACING (3) 16d NAILS (TYPICAL) CEILING PER PLAN 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSS BACK P.T. 2" X 8" CONTINUOUS WITH 1/2" " J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS GABLE END DETAIL NO SCALE FOOTING F-1 EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/8" DIA. 8" X 8" X 16" BEAM BLK. HEAD @ 6" O.C. OVER W/ (1) # 5 BAR IN 3000 PSI 3/8" METAL RIB LATH @ 6" CONCRETE FILLED CELL O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH W PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE STUCCO FINISH JCRETE BLOCK COLUMN SLAB ATION PLAN ENTRY POST SECTION NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 2"X4" "X" BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA w/ ALUM. DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. 1/2" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" I':; CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. GABLE END TRUSS 16d COMMON NAILS @ 12" O.C. STRAP GABLE END TRUSS WITH "SIMPSON" HETA 20 AT 48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS TRUSS VERTICAL WEB REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. W ■ Z M - z J Q Z Y/ cl W xoLu 0 � H Z O m LL WW E) d 1i W Ja. � J IL In 0. C N f— O a PROJECT PROPOSED NEW CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 A SINGLE FAMILY RESIDENCE MODEL MONTEGO GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 5X-6"X 59'-0" AREA TABULATIONS LIVINGAREA 1429.0 SQ. FT. GARAGE 400.0 SQ. FT. ENTRY 41.0 SQ. FT. BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETINbEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107 TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = 1'-0" REVISIONS PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM Al 08 CMU W (SEE W/ CORRO@ PERV APPLY PE BETWEE (SEE V1 FILLED CELL AT JAMB BLOCK (TYPICAL) "X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NO SCALE - - NOT TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE: 1/8, PRECAST CONCRETE WIND RESSTANT FLUSHC SILLAS MANUFACTURED BY CAST RETE (OR EQUAL.] 4-112" IF311 3/4" N 3/8" N 1 3/8" 7-5/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 oLIDING CLASS NO SCALE STUCCO AND 1/2" CDX PLYWOOD (BOTH SIDES) (PER STRUCTURAL NO- 2" X FRAMING TO V1 @ 4" O.C. w/ 3/16" X 1-1/4" EMBED. TAPCC NOTE: NAIL @ 6" O.C. & 2 @ EACH 2 X BLOCKII 10d X 1-1/2" FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4AND ANCHORED TO MASONRY WITH 1-1/2" CASEHARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. BUCK DETAIL ARCH FRAME DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE # I) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE: FILLED CELL AT JAMB BLOCK (TYPICAL) 1RX 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4,, EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-118" P.T. w/ 3116" TAPCONS 1-1/4"MIN. EMB. 4112"0.C. w/# 10 SCREWS, PER PRODUCTAPPROVAL. WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA /AMA 200-9. CONTRACTOR SHALL SUBMIT FMMA /AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL WATERPROOFING NOTES: FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION) RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE 0 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 3/4" FURRING TO MASONRY WALL 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. iuu v • � Z M V J Paz Q o0 ~ LL W I� O W 0., W3 J O No IOL i PROJECT PROPOSED NEW CONSTRUCTION KING RESIDENCE 1385 COPENHAVER ROAD FORT PIERCE, FLORIDA, 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL MONTEGO GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 5X-6"X 59'-0" AREA TABULATIONS LIVING AREA 1429.0 SQ. FT. GARAGE 400.0 SQ. FT. ENTRY 41.0, SO. FT. BACK PORCH 168.0 SQ. FT. TOTAL FOOTPRINT 2038.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107 TRUSS PLAN A108- DETAILS A1C19'; DETAILS'' SHEET INFORMATION DATE DECEMBER 06, 2018 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= l'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC@AOL.COM J SHEET Al 0 t i - - APPROXIMATE TOP OF BANK UNABLE TO LOCATE POND a I 0 0 zol p N z 3 SYMBOLS:, ��r N = GUY WIRE ANCHOR .... : © = CABLE TELEVISION BOX to E3 = CATCH BAS I N ®er.T r- ® = CATCH BASIN INLET 5 ���� O ® = CLEANOUT © = ELECTRIC BOX Z a°i OT = TELEPHONE BOX • ? „� CNS HEAVY ^y v= SIGN BY�-`�-Y 1 %C� VEGETATION y = SANITARY MANHOLE S02'07'52"E 0a = STORM MANHOLE 9.74' 6. s = NUMBER OF PARKING SPACES �1 n FND IRC by = FIRE HYDRANT St. "LB 4286 = LIGHT POLE Patel i WITNESS' C1 ® =CONCRETE POWER POLE prOv ® = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE = SEWER VALVE = WATER VALVE 0 = WELL �W = WATER METER '& - WOOD POWER POLE 0 - SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 rm. PVl 4µ SCANNED ABBREVIATIONS: BY (C) = CALCULATED GOUntIE St Lucie CBS = CONCRETE BLOCK STRUCTURE y CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FFE = FINISHED FLOOR ELEVATION FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PCOR = PROPERTY CORNER PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT PUDE = PUBLIC UTITLITY & DRAINAGE EASEMENT R = RADIUS OF CURVE L = LENGTH OF CURVE o = DELTA OF CURVE /%I-osa7 NORTH LINE OF THE NT�W�355ECRGE 39� POC FND IR NE CORNER OF THE NW WEi 35S RGE 39E IN NOT PLATTED 2313-214-0003-000-5 LEGAL DESCRIPTION: FFE= 23.15 NO INTERFERENCE THE EAST 130.00 FEET OF THE SOUTH 132 FEET OF THE NORTH 1345 FEET OF THE NORTHWEST QUARTER, i o SECT!ON 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS THE RIGHT OF WAY ri OF COPENHAVER ROAD. N w MwU �IF�M 0 AND wo BEGIN AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 35 SOUTH, RANGE 0 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH 1213 FEET; THENCE RUN WEST 130 FEET TO THE Z3 v POINT OF BEGINNING; THENCE CONTINUE WEST 152.41 FEET; THENCE SOUTH 132 FEET; THENCE EAST 152.38 FND IRC a FEET; THENCE NORTH 132 FEET TO THE POINT OF BEGINNING. N89.40'38"E 242.41' A ,6" POB "PLS 3435" I a e 0.13'S, DAVE 6^�6� `il3 ^Ay N\ z CONTAINING: 31,998 SQUARE FEET OR 0.735 ACRES, MORE OR LESS. 152.41' 90.00' 6' CLF END 7.9'0� 000 0 N 0 DRAINFIELD N ai aU (p� x 142.30' 6bCLEANOUT 70.05' n a p 30.06' O NOT PLATTED 11.95'' 2313-214-0006-000-6 3.3 '� < 2 6 lU or °' oo ^�" e w a �' ^ SURVEY REPORT: c 4.�44 t}t{ + to _ M� J� 4V w ¢ 1. ''HIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 130.39' r' Boa 11.95' a1 OVERED ENTRY 0 v6 O 7 � O Sg, N v a 2. SURVEY EASED ON ST, LUCIE COUNTY SECTIONAL DATA. ^ 04 RESIDENCE d 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. r-$ CBS S N w IV (V ELEVATION=20.55 °2 - 3.57; 31.91' WALE 53.07' METE W N N 0 4. BEARING BASIS: A "GRID NORTH" BEARING OF S00' 1 6' 48"E ALONG THE EAST PROPERTY LINE. 142.33' '01100 a 1uN R m 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. METAL XSH(:0 (00 z "X" U O a 6. THIS SITE LIES WITHIN FLOOD ZONE ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY m ; N Ld PANEL NO. 12111CO176 J, EFFECTIVE DATE 2-16-12. 49.6V m 40 152.38:D yA ro^ 1 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. + e 152.41' C 16• 90.00' 6' N^' ^' VHE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 58 '40 38 W 242.41 C & ao.6 ' a.,9 Y J� +16.48 242.38 D POWER Karn 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE POLE �z� FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN �Q PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. w Z m 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED m o NOT PLATTED I k' RESIDENCE: AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2) 8 2313-21VACANT 4A0 00-000-4 `� 17LORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH w THE UNITED STATES STANDARD IN FEET. w w z 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF \ ALEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL FDOH in St. Lucie County 13A I SED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NOT PLATTED 2313-241-0000-000-8 Environmental Health 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES FFE= 19.47 WELL & SEPTIC Site Plan Approved for Construction IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. >75' S. OF PROPERTY NO INTERFERENCE Supersedes All Previous Site Plans for 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH OSTDS#-a,-9F-�eICSiI�`1&Well # AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE Date: 10 L5I 1 NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET Reviewer. �,'E GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: RICHARD A. & RITA K. KING SEACOAST NATIONAL BANK FIRST INTERNATIONAL TITLE FIDELITY NATIONAL TITLE INSURANCE COMPANY 15.� COPYRIGHT 2019 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. Ri! gfIPij� DATE OF FIELD SURVEY: 10-24-19 DATE OF SURVEY: 10-24-19 ALEXANJF-..J. P PROFESSIJONAL 6URVEYOR`6ND MAPPER FLORIDA CERTIFICATE NC.+•`6330 °-0`stc a FINAL SURVEY \ ALEXANDER J. PIAZZA PSM, INC. BOUNDARY SURVEY CAD K:\BUILDERS\DWG2018\18-4192.�71G€a�t11"`f Surveying • Mapping 619 SW Biltmore Street Consulting 1385 SEC COPENHAVER ROAD 13, TWP 355, RGE 39E REF K;\ FLD CJM / RP FB. PG. JOB 18-4192 Port St. Lucie, Florida4983 30 -17-19 CORRECT F RMBOARD LOCATION AJP Phone: 772 3ida AS PREPARED FOR OFF RP DATE 10-24-19 03-19 ADD HOUSE WELL SEPTIC AJP Fax: (772) 340-2250 PORT ST LUCIE PROPERTIES, INC. SHEET OF DWG DATE: REVISIONS: BY:AJP LBn280 CKD 1 1 D-897 VO►1D SCANNED St Luce County 19oi-o�a7 SYMBOLS: = GUY WIRE ANCHOR ® = CABLE TELEVISION BOX O = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT ® = ELECTRIC BOX = TELEPHONE BOX v = SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES FIRE HYDRANT # = LIGHT POLE ❑ = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE C� = GAS VALVE = SEWER VALVE o�a = WATER VALVE t� = WELL Q = WATER METER 6 = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 ABBREVIATIONS: (C) - CALCULATED CBS - CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FFE = FINISHED FLOOR ELEVATION FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PCOR = PROPERTY CORNER PL = PROPERTY LINE POB = POINT OF BEGINNING Poe = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT PUDE = PUBLIC UTITLITY & DRAINAGE EASEMENT R = RADIUS OF CURVE L = LENGTH OF CURVE A = DELTA OF CURVE FND IRC "ILLEGIBLE" 0.35'E 152.41' NOR�T�H LINE OF THE NTWP 35S ORGEN39E NOT PLATTED 2313-214-0003-000-5 FFE= 23.15 WELL >75' NO INTERFERENCE DRA NEFIELD AREA 5/T I POC FND IR NE CORNER OF THE NWWP/35S CRGEN39� o 0 nj N w Mw M �Z �FO 0 I ZmV J N FND IRC a "PLS 3435" y 0 w 3 OB 0.13'S, 0.16'E 6� ,6� 1^� ' , ° z 90.00, 6' CLF ENyD/ 40. Z90P POOR~ TOP OFXIBANK ���� vPROPOSEG nncn a UNABLE TO LOCATE _ SIT . p � [V M N o p POND 142.41' 70.00' 0 0 Oa 0.00 Q NOT PLATTED cw. <� Cq tr �a b 0 2313-214-0006-000-6 < W o zs ,A' ^^0 �° _ 0 0 °qqr5 H (n _I n + N a O i� W Z6 2.5 16.00' Q p O 130.41' ou of O� 'v COVERED i'w p ENTIt7 Q CJ rZo 0 1 II C4 I p N JUo N a + S �wff 21.00' L. ° Z I "i>i 0_ p j7' $o WELL N. g �" a ABANDONED Q N a Z "I ' �$ d r 3 W 0 m O 0 Of M 3 142.41' 3.5 ' 32.00' O N v N V m N � 8. + 53.00' M 16.98 to METAL SH D Q m n 0 Z .ya 49.69' CNS HEAVY by ltti 152.38' D EXISTING h9 ti� AA VEGETATION ti� O + m5 152.41' C ,�' 90.0C' $ GRAVEL DRIVE a �• soroT52"E S8 '40 38 W 242.41 C ao.o ,6.,9 FND4IRC 6 +16.48 242.38� D POLDER <zm "LB 4286 L)LJ WITNESS" W Nz m NOT PLATTED o o VACANT rn 2313-214-0000-000-4 w w w o: NOT PLATTED 2313-241-0000-000-8 FFE= 19.47 WELL & SEPTIC >75' S. OF PROPERTY NO INTERFERENCE ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street -27-19 ADD CIRCULAR DRIVE AJP ® Port St. Lucie, Florida 34983 03-19 ADD HOUSE WELL SEPTIC AJP _ Phone: (772) 340-7770 DATE. REVISIONS: BY: LBf7280 Fax: (772) 340-2250 RECEIVED OCT 01 2019 ST. Lucie County, Permitting R 0 R U� CL LEGAL DESCRIPTION: THE EAST 130.00 FEET OF THE SOUTH 132 FEET OF THE: NORTH 1345 FEET OF THE NORTHWEST QUARTER, SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS THE RIGHT OF WAY OF COPENHAVER ROAD. F',IC BECIN AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH 1213 FEET; THENCE RUN WEST 130 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE WEST 152.41 FEET; THENCE SOUTH 132 FEET; THENCE EAST 152.38 FEET; THENCE NORTH 132 FEET TO THE POINT OF BEGINNING. CONTAINING: 31,998 SQUARE FEET OR 0.735 ACRES, MORE OR LESS. SURVEY REPORT: 1. TjIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: A "GRID NORTH" BEARING OF SOO.16'48"E ALONG THE EAST PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO176 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2) FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. 'rHE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: PORT ST. LUCIE PROPERTIES, INC. 15. CC COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. rHE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. [REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. ,12 DATE OF FIELD SURVEY: 9-25-18 DATE OF SURVEY: 9-26-18 SITE PLAN BOUNDARY SURVEY 1385 COPENHAVER ROAD SEC 13, TWP 35S, RGE 39E AS PREPARED FOR PORT ST LUCIE PROPERTIES, INC. ALEXA PROFE FLORI CAD K:\BUILDERS\DWG2018\18-4192. REF K:\ FLD CJM / RP FB. PG. OFF RP CKD AJP SHEET 1 OF J. AL RTI 1 JOB DATE DWG MAPPER 18-4192 9-26-18 D-830 1:40 PM