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HomeMy WebLinkAboutBUILDING SITE PLANSAREA SCHEDULE A/C AREA 2949 PATIO 223 GARAGE 743 FRONT PORCH---- 399 TOTAL 4314 N m I 0 N w HB 14' -7" 7' -1" 1' -7' 5' -1" 60' X 14' FXD. GLASS O C] 3' -2` 5' -4' 3' -2" 6' -10 1/2" 25 SH 25 SH EGRESS EGRESS 0 14' -4" MASTER BEDROOM 10' FLAT CLG, BEDROOM 2 I 10' FLAT CLG, N 1 10' -7 1 /4' 20 BF N I W.I. J�o 26 BF 4' - 11' -0" 83' -6" o,/ INSTA-HOT W/H (PROPANE) 0 00 0 0 I LINTEL ABOVE (TYP. ) I I h I W.I.C. COVERED PATIO a a 10' FLAT CLG. o ❑ I ~ I CAFE' STYLE jj 3, _5" 7 1/2" 9' a" �' 8 3/4" DOORS Q 28 BF 6' J -11 1/2" 3' -1" 3' -1 HB- 1 E1 0 36' X 14' FXD, GLASS 9' -8 3/4' (3) 23 SH O El El 2868 PKT. DR, 7 ofll DWN20, -1"W 3' -4" ZL 11 w z F mazYl rY M.BATH -o" °' 5' -0' X 3' - " 10' FLAT CLG. o ISLAND COUNTER i 2868 2 36' SCREEN Q � DOOR 3 MAKE-UP AREA " I 0 3' -5" ki BATH 2 10' FLAT CLG. 2868 l —� 48' OPENIN9 LIVING ROOM 10' FLAT CLG, -11 3/4" KI7c,HEN 10' FLAT CLG. x 4' -0" 3' -0' X 3 -0' PANTRY o ISLAND 10' FLAT CLG. I FM9 CD � I co 10' -6" LIN ��----J%---� DESK 4' -2" 1 2' -11; 40" OPENING 5' PASS-THRU M lf"7 6'-6" OPENING m- - - - - -- -7" a cd II I 1 II I Z Z DINING ROOM 11 oFOYER 10' FLAT CLG. 10' FLAT CLG. o � II II II II 3068 DOOR W/ (2) �j 12' SIDELIGHTS & 69' X 16' FIXED II GLASS ABOVE 40' OPENING 6' -0" N M N 25 SH I 25 SH Cf 5 9' 3 2 I 7 -0' 3' -2" 6' -7" 5' -9" 4' -5 1!2" �6' -3" 4' -5" r� s+ 47' -2" 6 0" GLU-LAM BEAM COVERED PORCH (TYP.) � VAULTED CLG. ----------- -- HB 6' X 6' P. T. WOOD POST (TYP,) 53' -2" 15' -10' 4'-6' 34 SH 15' -2" 48' GAS RANGE W/ 10' VENT, (VENTED TO OUTSIDE) as per MANUFACTURES SPECS. [j W/ 6' MAKE-UP IN CEILING ABOVE a N I w � CRAFTROOM/OFFICE Ln M 10' FLAT CLG. r I Rusd w-u-�9 0 — 2668 1112 BATH - cli 6' -11 1%4" 48'. VANITY ---4" J r� 0 Q zL STOR]GE�jo0 10' FL < A � J 0M7' - 0 El l7 C] W C� o vi 6' BEARING WALL " INSULATE W/ R-19 NOTERANGE, DRYER, INS74-HOT WATER HEATER, GAS GRILL, FIREPLACE, AND GENERAC BACK-UP GENERATOR TO USE PROPANE GAS GARAGE 10' FLAT CLG, ATTIC ACCESS I M cti N 22' X 54' PULL DOWNSTAIRS 29' -0 3!4" -4' 13' - r------ - - - - - - I I L- - _ _ - _ - - _ _ - File Copy h I O N (U 1 co N OD I d F7 w uj Lo o o N � 1 N X 0 I io REVISION REVISION o z r m U R Ld W Y U d u Q) O N C9-TO)W , co uJ 0- �j Zhu) W U, J�O:) Z 3:W2 �0 -ijz-5a '�m¢< a Lu a) LL �U a W co co U z W d- M U � Q Q H q Cl� O � O J �- Ul W W J W H z Q Q U � J Q 0 U o LLJ St LAb r ^ V J � Ln m U co () I —I q r O J U C w NED U u County J F- C� UJ u LJ z Q J LJ W f Z r ^ V l O 3 O CU SHEET FLOOR PLAN MODEL CUSTOM HOUSE DRAWN SADDLEBROOK DESIGN DATE OCT, 11, 2019 SCALE AS NOTED SHEET NO. 2 OF 10 SHEETS FILE COPYo �, U SITE PLAN A,A a co)o 5 d to- w a' LOCATED IN SAINT LUCIE COUNTY, FLORIDA o j N Z cs 2 uj N z 2 s, Y �� ( W ORANGE AVENUE O Z V > a<l/ ol ?\ m °F (j) EDWARDS RD. 0 r i� 23.3x/// aeP° h ZO 'w Q Z Q N 00 FND 4X4 CAI' V, / (VOID) / gtEE�"' 712 NMIIE CITY ROAD "' Q Q _J S2 O 9x2s,e / J N> N a 09 DF� / j / SITE �GF A,A LL O w Y N / 0 4P4 23,� 90 / tL^ Z Q O w TE Z / PRIMA NSTA BLVD. co Z /° d O / ��ggtt4 �O x25,8 c _ 91 / f* //° MIN. SETBACK REQ. Q d FND%IRC UNREADABLE x 2�e x 25,\ x 24.2 x£ r FND 4X4 CM (VOID) LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC CONCRETE DEG OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT—OF—WAY ® WATER METER & AND ® AT 0 DELTA UTILITY POLE (D TELEPHONE BOX X00,00 EXISTING NATURAL ELEVATION LOT6 OCCUPIED FFE= 27.41' FND %HC UNBEADABLE BENCHAIARF RLErJ=zaa, 262 4pwAu 75.00' LOT4 OCCUPIED FFE= 27.78' A 42.9723' R 2700.0000' A 00'54'43" FND NAIL & DLSK UNREADABLE / e4ao� 1>1 �� o ry3000 LOCATION MAP SIDE NOT TO SCALE CNR STREET ADDRESS 7816 SADDLEBROOK DRIVE, PORT ST. LUCIE, FLORIDA 34986 LEGAL DESCRIPTION LOT 5, SABAL CREEK, PHASE I, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 23, PAGES 32, A AND B, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF SADDLEBROOK DRIVE, HAVING A BEARING OF S38'19'27"E, ACCORDING TO THE PLAT OF SABLE CREEK, PHASE I, AS RECORDED IN PLAT BOOK 23, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 7. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL. NO. 12111C 0254 J, EFFECTIVE DATE FEBRUARY 16, 2012, THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 9. ADDITIONS OR DELETIONS TO THIS SURVEY/MAP AND/OR REPORTS ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER.. 10. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 11. THE LAST DATE OF FIELD WORK WAS JULY 27, 2018. 12. ELEVATIONS SHOWN HEREON ARE IN U.S. FEET AND DECIMALS THEREOF AND BASED UPON NORTH AMERICAN DATUM OF 1988, BASE BENCHMARK ST. LUCIE COUNTY BENCHMARK "DODGE". 13. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY ON THIS SITE WHEN SURVEY FIELD WORK WAS COMPLETED. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. e 0 z 0 W m w A °w= a w � J w0N ��a LL zzw am o= oow ZazZ} w�UU Z ww�n Q Z Z ww n CC G Q OrU Z zoo 0 U 1 ; 0�_ W c m N > Rowo M W W Z K N� } 00 0 J axz5 L7� Z Z wZwSo 0 OQ Q w0<mo V c xzwa W :D oZ° w U) �aaoro1 U, —1 n O UWgp U zaw, O Fwwm g~kaw U °tea Z W aw�C2 oz wm ci z�Fw g J WD oo,o <¢O¢ y aa°o DRAWN BY' CA CHECKED BY; CA DATE' AUGUST 22, 2018 HDRIZDNTAL SCALE: 1'=50' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO.4971 2 / 1/ SHEET 1 OF 1 PROJECT NO. 18-539 ABBRE (C) CBS CMB CONC CLF (D) DE DEP DB FFE FND FPL INV I I IRC LB LS (M) MON ORB (P) PB PG PCOR PL POB Poe PRM R RCP RGE SEC TWP UE PUDE R L A = IRON ROD WITH PLASTIC CAP = LICENSE BUSINESS = LICENSE SURVEY = MEASURED = MONUMENT = OFFICIAL RECORD BOOK = PLAT = PLAT BOOK = PAGE = PROPERTY CORNER = PROPERTY LINE = POINT OF BEGINNING = POINT OF COMMENCEMENT = PERMANENT REFERENCE MONUMENT = RIGHT-OF-WAY - REINFORCED CONCRETE PIPE = RANGE = SECTION = TOWNSHIP = UTILITY EASEMENT = PUBLIC UTITLITY & DRAINAGE EASEMENT = RADIUS OF CURVE = LENGTH OF CURVE = DELTA OF CURVE ® = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX ❑T = TELEPHONE BOX -o = SIGN = SANITARY MANHOLE = STORM MANHOLE s = NUMBER OF PARKING SPACES iJ = FIRE HYDRANT = LIGHT POLE ®= CONCRETE POWER POLE = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE C� = GAS VALVE = SEWER VALVE ova = WATER VALVE QW = WELL QW = WATER METER LR = WOOD POWER POLE 0 = CAP 5/8- IRON ROD WITH PLASTIC PSM# KUM REVISIONS: TA 0 v 0 N 0 LEGAL DESCRIPTION: LOT 5 OF SABEL CREEK, PHASE I, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 23, PAGE 32, PAGES 32A THROUGH 328, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEY REPORT: �ryti 1. PHIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. pphryA� �41 2. SURVEY B,',SED ON THE PLAT OF SABEL CREEK, PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED / PQyIJo IN PLAT BOOK 23, PAGE 32, PAGES 32A THROUGH 32B, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. y��p Jii 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: A "GRID NORTH" BEARING OF S43'34'36"E ALONG THE NORTHEAST 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. 12111CO254 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. PIAllA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: (OR OTHER USE) AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2), FLORIDA ADMINISTRATIVE CODE. ALL FIELD-MEASURED.CONTROL MEASUREMENTS EXCEEDED 1:5000 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 ORIGINAL SIGNATURE AND 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. 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. ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltnoore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LBf7280 Fax: (772) 340-2250 14. FHIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: PORT ST LUCIE PROPERTIES, INC. 15. Q COPYRIGHT 2019 BY ALEXANDER J. PIAllA PSM, INC. THE 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 V L-hB NF,L� E 3tF,r1ATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLORE=-XAND R J. PIAZZA PSM, INC. MAY 0 2 2019 LEXANDER J. PIAllA PSM, INC. DATE OF FIELD SURVEY 5-01-19 DATE OF SURVEY: 5-01-19 FORMBOARD SURVEY SPECIFIC PURPOSE SURVEY 7816 SADDLEBROOK DRIVE AS PREPARED FOR PORT ST LUCIE PROPERTIES, INC. MPYO422 A19 ALEXAN RJ. PROFE 5`.IONAL FLORIDM CERT1 K:\BUILDERS\DWG2019\19-4535. REF K:\ FLD CJM / AJP OFF CJM CKD AJP FB. PG. SHEET 1 OF J a. JOB 19-4535 DATE 5-01-19 1 I DWG D-864 / 23.3x// FND 4X4 CM / (NOID) j / 0� � / *° x 25,8 / 4Pg / O,c,t 23.1 x �4D�/ / FO'4 x 25,9 ryo0��4j� jx 23�/ x 23.4�° R / '1� &/ 23,5 � UNR/EADABLE /24�.��$0� x 2�5`O x 25,5 x 24,2 x 23� / FA7) 4X4 CM (NO MI LEGEND & ABBREVIATIONS A A/C BM C C/L CM CONC DEG OR ELEV FFE FND ID IP IR IRC LB LS M MON N&C NAVD NGVD NO OR # N TS OHP ORB P PG(S) PLS POB POC PRM PSM R RLS R/W 1 ARC LENGTH AIR CONDITIONER BENCHMARK CALCULATED FROM FIELD MEASUREMENTS CENTERLINE CONCRETE MONUMENT CONCRETE DEGREE ELEVATION FINISHED FLOOR ELEVATION FOUND IDENTIFICATION NUMBER IRON PIPE IRON ROD IRON ROD & CAP LICENSED BUSINESS LICENSED SURVEYOR MEASURED DATA MONUMENT NAIL AND CAP NORTH AMERICAN VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM NUMBER NOT TO SCALE OVERHEAD UTILITIES OFFICIAL RECORDS BOOK PLAT DATA PAGE(S) PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY WATER METER AND AT DELTA UTILITY POLE TELEPHONE BOX EXISTING NATURAL ELEVATION MIN. S FRONT SIDES_ CNR Sj�f REQ SITE PLAN LOCATED IN SAINT LUCIE COUNTY, FLORIDA 23.2 cp CO Qr"_ Q ° 3.7 /23,2 x 23.6 x 23.03 x 23,7 LOT 5 \ VACANT PROPOSED 1 STORY CBSRESIDENCE MINIMUM FFE= 27.2' 24.0 Zl . F4VD 2I 1"IR x 23.26 NOM S44- 6.9 23,5 nL wEu 24.PRopom 3 \/ G 2t'i,7 LOT 6 x 24,5 x 23.8 f MCI 9 Ti a2� �S # IIaM'8 Zbl' S' # SQLSO 101 sueid a}lS snolAaJd II`d seposlednS uoqonlisuoO lo} panolddV veld OPS 4480H le uawuonnu3 f4unoo elonj 'IS ul HOaB / 26,2 1p R'FrL 75.00' FND NAIL & DHX / UNREADABLE \ LOT4 OCCUPIED FFE = 27.78/' / OCCUPIED RVD I FFE= 27.41' Nom^IF O� sl / / x 22,3 / x 2 x 2�,727,0 x 23,6 �v ''"�/ 27,7 9 4 dd a x 23,8 27,0 �rc4T'o� aA . / bo �L�000O o0/0� e/ 1 PA nar�vs FND //2-3.7 / NOID \ \ 23.4 / - .0 22.8 / �^ oo / (Z iN 23 22. �0^ 224.0 , O"' x� .04.2 � / O 24,0 0 boo Q� 1,2 x 24.3 A 42.9723' ° FND NALL R 2700.0000' NOID 0 00'54'43" 1.3 FND% IBC UNREADABLE BENCHMARK BLEv=z¢V=24. f as' 23,9 FND NAIL & DL4X UNREADABLE BKVCFIMARX RUV=2M04' 5 � 5 d ORANGE AVENUE RD. 2 EDWARDS Z4 7 OKEEC� $ 71Y WHITE Cltt ROAD r �v9 SI TE �, A1A PRIMA VISTA BLVD. LOCATION MAP NOT TO SCALE STREET ADDRESS 7816 SADDLEBROOK DRIVE, PORT ST. LUCIE, FLORIDA 34986 LEGAL DESCRIPTION LOT 5, SABAL CREEK, PHASE I, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 23, PAGES 32, A AND B, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF SADDLEBROOK DRIVE, HAVING A BEARING OF S38'19'27"E, ACCORDING TO THE PLAT OF SABLE CREEK, PHASE I, AS RECORDED IN PLAT BOOK 23, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 7. '-LOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0254 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 9. ADDITIONS OR DELETIONS TO THIS SURVEY/MAP AND/OR REPORTS ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER.. 10. NFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 11. THE LAST DATE OF FIELD WORK WAS JULY 27, 2018. 12. ELEVATIONS SHOWN HEREON ARE IN U.S. FEET AND DECIMALS THEREOF AND BASED UPON NORTH AMERICAN DATUM OF 1988, BASE BENCHMARK ST. LUCIE COUNTY BENCHMARK "DODGE". 13. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY ON THIS SITE WHEN SURVEY FIELD WORK WAS COMPLETED. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2) DJAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. U _.I c L Z ® L O . NL ® LLI t z o U. L L a 2 2 O M W o I M LIJ LU Q � a W o LL LL R w U OLL w N a N r 00 LL r _' p ti W N m a z N I� Y LLJ z U co LL coU. v O 0 z W p °Wz mqa w a 0 LL a=N �F Poo Fz m o= z SzSSS; W yaj�U U N K 0 lY Z z wwN cQ G Q (7 y z Z zOOj LU °-° z U Y W UO� Lu U F CO LL] N Z°��S m w ° = g Ll. Z oz u-Z C= O'n Q ¢ ���a V co F-= O 0 a LL] Z) 1-zLLo zo U) E 10 J U-m } ao � I'1 v Q OU O5wo y U zaww o�w F m W Z W,Kp0 0 O00a ci W OEPD mz J DOME I• �dO= V) aaoo DRAWN BYI CA CHECKED BYI CA DATEI AUGUST 22, 2018 HORIZONTAL SCALEI 1'=50' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR& MAPPER. -SEAL HA.RLES ARNOLD )FESSIONAL SURVEYOR& MAPPER RIDA LICENSE NO.4971 /- ZZ PRINTED DAT SHEET 1 OF 1 PROJECT NO. 18-539 FND 4X4 CM 23.3x/ - (Nom) ZPx 25,8 P4 231 x 60 0 x 25.8 A 315/�$0 t1 / �j ' x 25.5/ / x 24.2 x 23 / - - / ti I= SITE PLAN LOCATED IN SAINT LUCIE COUNTY, FLORIDA I J 2\ I1 23.7• \ 5f;cfiloiJ NY5- , \/213.2 �/ tiVry� s 430 9 TE 1 1 11 1 NMI m �- k o� O AIA 01 b �. e ORANGE AVENUE 0 RD. Z PO �o EDWARDS ZO 7 u �giE WHIIE OKEE'�" 712 p ROAD SITE A1A PRIMA STA BLVD. LOCATION MAP NOT TO SCALE STREET ADDRESS 7816 SADDLEBROOK DRIVE, PORT ST. LUCIE, FLORIDA 34986 LEGAL DESCRIPTION LOT 5, SABAL CREEK, PHASE I, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 23, PAGES 32, A AND B, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. sew, ml SpaT, _GENERAL NOTES b p� 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF SADDLEBROOK DRIVE, HAVING A BEARING OF S38'19'27"E, ACCORDING TO THE PLAT OF SABLE CREEK, PHASE I, AS RECORDED IN PLAT BOOK 23, PAGE 32, PUBLIC RECORDS OF ST. LUCIE COUNTY, \ FLORIDA. 2-•ALL'ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN / �, ;, .� x • 'LOCA, QE ,,AND SHOWN HEREON. \ 26.2 ' 75.OD' 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND m / FCU.NDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. { FM NAM&DLSE 4; UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN S x 23,8 / � LOT4 D`BLE LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. OCCUPIED 5. LANDS SHOWN, HEREON WERE NOT ABSTRACTED BY THIS OFFICE FFE=2778' / FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, MD%MC �_ .. ,/ ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. x 23,7 LOTS 1, / 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN YACAIVT o2 / ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, PROPOSEDISTORY / x v4 27.3 / / / COMMUNITY PANEL NO. 12111C 0254 J, EFFECTIVE DATE CBSRESIDENGE x 9l x 23.6 27.0 / ,/ FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE M AUAT -FPE=272' i f ,� �yD DETERMINED BY AN ELEVATION CERTIFICATE / c 24.0 .FAW I'M Nom / py 2315 iw orosm 24�3 Oil 4.4 IR 1 m BB• ti 27.7 �, s x 23.e �27,0 / �� po 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE x .7 ��' G SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED a� o L pp SURVEYOR & MAPPER. /doo�v¢ti 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT PAVIO 1.WRITTEN CONSENT OF THE SIGNING PARTY OF PARTIES. � ^b. Darvs NOID ti^ ��$' 8?�• ' �, �w� �'' 23.7 / 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD ^�L 23.4 / MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH % �o 47• s 22.8 / UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. °� _ 00 Do h 2 10 THE LAST DATE OF FIELD WORK WAS JULY 27, 2018. h �V 23.9 momw Mw�' 11. ELEVATIONS SHOWN HEREON ARE IN U.S. FEET AND DECIMALS b ZAM x ,�. �VVDNA&&DJXW THEREOF AND BASED UPON NORTH AMERICAN DATUM OF 1988, BASE �AK BENCHMARK ST. LUCIE COUNTY BENCHMARK "DODGE". 26.9"k c Kra D 26,7 �_ ... LOT6 x 24s . \/ OCCUPIED FNDIwIF xK . FFE'=27.41' Nom 1666 1 j�22.3 / x 2 2 L42.9723' / 21.2 24.3 R2700.0000' 0=00'54'43" / \ FNDNA2 C LEN42.9719' / NOm 8RGN 3846'48" E G 1.3 4a ,UWArADABLE / .F1V.C�S/a ISO JIFNaWAR rr,Ea NOV 2 2018 o°x 23 Er".2404 12. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY h° 0 _-19"�' CAp'GUwrorl4 W� MB,,s - ON THIS SITE WHEN SURVEY FIELD WORK WAS COMPLETED. 240 ,O 0 -- eLEV'9 To br nisi mil aou"jl 5Ljtvf; -br- �� 24.2 x b ° 24.0 PAUL KIELCHINC. MECHANICAL ELECTRICAL CIVIL E4GhVEEWAFG 1984S.W. BILrmopEST. SufrE#f f4 PORTSAIArrLuciE, FL 34984 PAuL WELCH, P.E. FLA REG No. 29945 DRAINAGE PLAN ONLY GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CGNTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT, 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MIMMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. IN m. u� o Z M w a ° �Lu WI r i m "� _Z otS g ai U) > z wa ujo0 R w W W. E U U, 7 f� m IOW N h U) W o /// W J Z Q W T N w 'S 2 Z 5 O o JNQ =� N O 0 U. o z Z U. O r Y .► t. z w c> a co Do 11. O Y Q 0 Y LL1 U M UJ OLLI �( co �aZ � za ¢�z OLL �W�g z �» <oW- Do o o o s wm o N p N8¢a 0 U o¢pp Z ZFELi I Fa-om Z °z»- 5Z 4 wow D z aH 9 <�it � N 0 oath DE ' WWF-o OL,ZZ� o-wo 6ZUz 0 Z ��GN 0 ocKo (.3 oqw= U zoom 5 * �_ "j �aac�i I-- H"wo: V) amo' DRAWN BYI CA CHECKED BYI CA DATE' AUGUST 22, 2018 HORIZONTAL SCALE, 1'=50' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL- RAISED -SEAL OF A FLORIDA- LICENSED SURVEYOR & MAPPER(_' _ - _ -� X SEAL CHARLES-"ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICEf�E��NO', 49 PRIN� 010E SHEET 1 OF 1 • PROJECT NO. 18-539 RECEIV D MAR 2 0 2019 ST. Lucie County, F �ting SITE PLAN A,A �7 z Q w OCATED IN SAINT LUCIE COUNTY FLORIDA o � a W. a CL 'q w o L � _ atS g w M lJ O } ® _ WE ORANGE AVENUE W o to w EL W Lo x n > W O wLL . C�W R _ a in mwARGs RD. � 7Z I In 1a� 8 i yi 'J a wz4 f4- pNp - offeEcE� �,z wNi,E arr Boas Z z V t�D Q ® .I a 0 a. -ae tR, SITE a,, A,a O W o (9N ti p ' srw. �� Z a V PRIMA A o ra�Gllah! I.Lco O a vr- LOCATION MAP NOTTO SCALE �6°00 6F.CTIow epC ap Ors STREET ADDRESS tP 7816 SADDLEBI;OOK DRIVE, PORT ST, LUCIE; FLORIDA 34986 z 0 0l 50' 100' 150' w LEGAL DESCRIPTION / 23,2 / LOT 5, SABAL CREEK, PHASE I, ACCORDING TO THE PLAT T,IEREOF, RECORDED IN PLAT BOOK 23, PAGES 32, A AND B, 23.2 •� OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. / x 23.3 k �. / / �j` � �� ��,s� �r�� ��.�_✓. GENERAL NOTES I W /zp �04 01 e sVD. ��°'moos.„ n1V 1: THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE 4 r"4X4CM w o -.� - OF SADDLEBROOK DRIVE, HAVING A BEARING OF S38019'27"E, A ACCORDING TO THE PLAT OF SABLE CREEK, PHASE I, AS RECORDED s9gIN c, a ^ --� y�1La�tt�t� PLAT BOOK 23, PAGE 32, PUBLIC RECORDS of ST. LUCIE COUNTY, t \ FLORWA. - / �`c 23.7 °>rF \ GE. L .1'' L-Gb WV _ w vl +n 23.z \\ 2. LL ABOVE GROUND FIXED IMPROVEMENTS; IF ANY, HAVE BEEN O �z LEGEND & ABBREVIATIONS / // ,`'" _ s.rr��LOCa E� AND sHowN HEREON. o ¢wz lr.,, A ARC LENGTH �' / , x 23,6 / 3. HE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND U. o = A 26.2 warms 75.00' z � a A. /G AIR CONDITIONER ��0 / 'i FOUNDr�TIONS WHICH MAY OCCUPY LANDS OF OTHERS. <� N- { BM BENCHMARK o9$ / r shoo C CALCULATED FROM FIELD MEASUREMENTS �t ` \ FNDNAIL&Oise 4r UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN N EooO C/L CENTERLINE ��3.' / UNRfi�}DABLE LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. �o�w s x 23,e LOT4 Z z N'E[2 S OCCUPIED 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE <C Z oszr CM CONCRETE MONUMENT d �8�a 7 \ \ Fes.=2778' / FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, 2 Q z��0°' CONC CONCRETE / ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. � � ��50 O " Cie 08> DEG OR DEGREE o ��' ° x 23.7� LOTS Of z zs# LO 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN (n W "' w w ELEV ELEVATION VACANT y / i ZONE 'Y', ACCORDING TO THE FLOOD INSURANCE RATE MAP, >_ co o od�N x 23.03 r COMMUNITY PANEL NO. 12111C 0254 J, EFFECTIVE DATE z FgI FFE FINISHED FLOOR ELEVATION !'ROPOSEDISTDRY /g x 27,4 2z3 FEBRUARY 16 2012. THE EXACT DESIGNATION CAN ONLY BE Q Q ¢ �e��s FND FOUND CBSIiESIDENCE �! x 23,6 a 27,0 wF- ID IDENTIFICATION NUMBER AL VIMUMM=27.2' �4 DETERMINED BY AN ELEVATION CERTIFICATE. U� �_ i N o a s 4va 27,7 / / R LLl IP IRON PIPE > 27.0 _Y ro 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE a ozwo �f x 23.8 0 09 �M (� z IR IRON ROD x �� � �yr�y� °o SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED a <Z5a yb1 o° SURVEYOR &MAPPER. O boo IRC IRON ROD 8c CAP o. 24 0 LB LICENSED BUSINESS \ ' " � D.ryA(3 8. ADDITIONS OR DELETIONS To SURVEY MAPS OR REPORTS BY A \ �� \ z,. o' 9� s �� ¢ OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT 0 ooaw LS LICENSED SURVEYOR �� - ,� �tid ' U mzo" mo �� WRITTEN CONSENT OF THE SIGNING PARTY OF PARTIES. odam M MEASURED DATA A �`.'+ D ` FNDI IP / W m wx 6 o cc MON MONUMENT x 23.26 Aram t 2 Nom 7 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD Qr N&C NAIL AND CAP R �4?��^°o ti° �� ryr `e �` 23,4 MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH .1 'wz / a / UNITE[) STATES STANDARD IN FEET AND DECIMALS THEREOF. N �owwpn NAVD NORTH AMERICAN VERTICAL DATUM 23,5 ( tg& 2`\Pyo �o ?s so 22,8 N aaow raOAZSau 30i12 4 �' 0 NGVD NATIONAL GEODETIC VERTICAL DATUM //x 24,3 �09 x�cc a s.00' 2 1 10. THE LAST DATE OF FIELD WORK WAS JULY 27, 2018. NO OR # NUMBER 1 se, K 1 svr 23.9 c P rnro � 11. .LEVATIONS SHOWN HEREON ARE IN U.S. FEET AND DECIMALS DRAWN BY, CA NTS NOT TO SCALE „� �, revEa `` FNDN%M&DHK THEREOF AND BASED UPON NORTH AMERICAN DATUM OF 1988, BASE OHP OVERHEAD UTILITIES / 4,4 n0' f �U, �r�p o^/o ��q� ORB OFFICIAL RECORDS BOOK x 23a 4us� �� oo° es / r/NxrnAacs BENCHMARK ST. LUCIE COUNTY BENCHMARK "DODGE CHECKED BY CA � .. � ... Tcsvmzaa' b /a / 12. '"HERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY DATE 'AUGUST PLAT DATA „ go' �` 22, ' r t�„ 4> CAF c,ut_v�r;1,4 ,v Wc- AUGUST 22, 2018 % ON TInS SITE WHEN SURVEY FIELD WORK WAS COMPLETED. PG S PAGES 26.9 .. e` D tiA�. 24,0 °b o eLSW 5 T s a� I S ` HORIZONTAL SCALE 24.2 PLS } PROFESSIONAL LAND SURVEYOR 0 26.7 // ry�� �% a 24.0 1'=50' POB POINT OF BEGINNING v x 245 LOT 6 gip'' � D��y�o POC POINT OF COMMENCEMENT / / • ` GLCI3AL POSITIONING SYSTEM GPS NOTES NOT VALID WITHOUT THE SIGNATURE PRM PERMANENT REFERENCE MONUMENT .- OccUPIED FNDI'D' IAND CRIGINAL RAISED -SEAL OF A '"� FFE=27.41' NOFLORIDA- LICENSED Sll�VEYOR & PSM PROFESSIONAL SURVEYOR AND MAPPER 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO oa (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. R RADIUS RLS REGISTERED LAND SURVEYOR / x 2 L4 2. 'TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED W L42.9723' CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING R/ RIGHT-OF-WAY 24V SEAL a ,3 R2700.0000' 12 `-io=00'54'43" MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. ® WATER METER / FNDNAU C LEN42.9719' & AND/ ( Nom PAUL WELCH INC, X JJ,� EIRGN 38'46'48" E MECHANICAL ELECTRICAL C7vx EIVOINEEmms 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED ' / 13 f984S.w..B&TMOREST.SuITE#if4 USING CARLSON SURVEY 2008. CH S ''ARNOLD p A7 / �G� g PORT SAINT LUCIE, FL 34984 Q DELTA 0 K PAUL {3/ELCH, P.E. FLAREGIVO.Z9945 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PROFESSIONAL SURVEYOR &MAPPER g`I,/ r FLORIDA LICE E NO. 49 UTILITY POLE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE TELEPHONE BOX /X S Xa�h F(F.A.C.) 5J-17-051.i� ND�/e�ac DRAINAGEPLANONLS' PIN E 1 x00,00 EXISTING NATURAL ELEVATION r�lm")r� JENcmLwE SHEET OF Izsv,,24W NOV 2 8 2018 PROJECT No. 18-539 h`D FND 4X4 CM 23,3x/ / pvoml � / / 0� /x 23, �/ 25,8 �/ e E('Y4 23A x �401 /41 X. 23.5 �tvvs/e zec / vt� � UNXEADAELE /2a/� x 2Dp x 25,5/ / x 24.2 x 23g oPa 0 0 0 N I I Hatch Legend 10, 01 " BRIG. WALL FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS - , fo & WellS�t - 2 Date: 3 t Reviewer. PAUL WELCH INC. MECH-EI_EC- -CIVIL ENG. 1984 BIL:- I- ST. #114 PORT SAINT c_ r iE, FL 34984 PAUL WELCH P.E. FLA REG NO.29945 JAN 1 5 2019 94V(��(2 FILE COPY NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' o.c. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. b Mug t Jacksonville PHONE:904-772-6100 FAX:904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Freeport PHONE:850-835-4541 FAX:850-835-4532 BUILDER: PSL PROPERTIES LEGAL ADDRESS: 7816 SADDLEBROOK DR. MODEL: Revision: BECKMAN r%r t+I M rd 1nr Rev. By: MITEK PLATE APPROVAL #'s 2197.2 = 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 = 1630.10 J DATE: I Drawn By: 9/7/2018 1 ISABEL 1 1492829 N/A I N/A 1 1492829 CONCRETE FOUNDATION NOTES . I )SLAB / FOOTINGS TO BE CONCRETE WITH AMINIMUM 200 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SEE PLAN FOR SIZES & STEEL REQUIREla,NTS, 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 SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. . . 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND IvMTI'IODS 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 SIIALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE ..1. UPPER 16 INCIIES OF SOILS UNDERLAYING THB 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 WITI-I ASTM D-2922, ATA FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF . i l THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MIN NIUM DENSITY EQUAL TO 95% OF THE - MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-I557, 6) CONCRETE SLABS ON GRADE SHALL D - PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINJMUT`l THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY . POLYETHYLENE ADHESIVE TAPE -- CC)NSTRUCTION BY . ... " . . PIDRT ST LU.CIE' PROPERTIES . ' - .. II 2401 SW MONTEREY.LANE; . . PORT' ST LUCIE- FLORIDA; 34953 .. . ODEL 772 336�0050. CONSTRUCTION, OFFICE (772) 249-0089 M WWW.. PSLPROPERTIESINC. COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE ------ — __-- . ------ PROJECT NAME : OCCUPANCYTYPE : /{ RESIDENCE .- . . STREETADDRESS : 2 . CONSTRUCTION TYPE v PERMIT NUMBER;' _ . CERTIFICATION STATEMENT:' . CF_RTIFY THAT, TO THE TWE BEST OF MY i<NbWLEDGE AND BELIEF, THES13 PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE I COUNTY I ALSO CERTI STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED ARID ENFORCED BY THE ST. LUC E FY THAT STRUCTURAL ELEMENTS RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. . DEPICTED ON THESE ,PLANS PROVIDE ADEQUATE 1. c. I .. DESIGN PARAMETERS AND ASSUMPTIONS. USED ; 1 FLORIDA BUILDING CODE `. 2097 EDITION WITH : - SUPPLEMENTS AND A5CE 7 _10 2. STRUCTURE DESIGNED'AS.: ENCLOSED : X' PARTIALLY ENCLOSED : OPEN BUILDING : I- 3. RISK CATEGORY; I II 'X III IV EXPOSURE CATEGORY.: . B C X D _ I. .. y /A 4. DESIGN WIND VELOCITY : 160 MPH 128 /aSD N LRFD END ZONE WIDTH : — _ " .� MEAN ROOF HEIGHT `. -P/ 19 -6 ROOF ... . '. PITCH .6/12 `: PARAPET: N/A.: I-T, .. • 6, COMPONENTS ,& CLADDING -WIND PRESSURES USED : ,(PSF, BASED ON 10,SQ. F7. @ 10'MI . ,22 3 +'22 3 ::,. +'22.3 H 33 G 22.3 ZONE 1.' ZONE 2 ZONE 3: 7.ONE A ::� 33 6 ZONE . , .. GARAGE: - 3G 4 -.fl -.29 0 •-'35.4 : ' 59.8 .': ::.: ';- 87.9 , .. ,.9 ;: .. . ... . 7. DESIGN LOADS. ; FLOOR : 40 PSf ': ROOF /.DEAD :, "' PSF ROOF J LIVE : 20 PSF..<BALCONY—N/A' pS.6 5.. %N. N/A PSF'STAIRS : '.' N/A hSF . FENCE : N/A - PISP. RAILING • N/A;''' PLF / CONCENTRATED DOCK, PSF DECK, . ' .. ' . C LIRE : YESAPPLICABLE LICABLE E NOT P XPLAIN WHY N O Y X N OT ur 8: WERE SHEAR WALLS CONSIDERED FOR STR ) BLE EXPLAIN WHY NOT NO APPLICABLE 9 IS A CONTINUOUS LOAD PATH.PROVIDE o' X Y ES (NOT A ) �, r. , ' ', . Q'' c 1 IL' ,` . i i ,,-------- - ... b I 10 DESIGN SOIL SEARING PRESSURE : 20 0 PSi.::SOIL TEST REPORTS SUBMITTED ? YES ,j. U b 0 _ ., _,.: r n . THE'INFORMATION INCLUD ED . AS. WITNESSED BY MY SEAL ; I HEREBY CERTIFY THAT . . F WITH THIS. CEERTIFICATION IS TRU AND CORRECT , TO THE BEST OF MY KNOWLEDGE . . . AND BELIEF, .. ., ... ' . . .. .. '.:. .. `PAUL WELCH, P,E. CERT. ;f# & CO. CERT, AUTH. 29945 / 5916 NAME:' .. .. DESIGN FIRI M : PAUL WELCH, INC. DATE : -_ b 1984 SlN BILiN10F7E ST. SUITE # 114 PORT ,ST LUCIE, PL 34953 ADDRESS: '` 1. I. .. I. . . .� .. . . ENERGY CONSERVATION NOTES I. .. . 1) RESIDENCE SHALL 13L IN ACCORDANOE W11I I FLORIDA BUILDING CODE 2017 ENERGY ' ' - CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES, • . SIIALL BE WEATHERSTRIPPEDAND INSULATED TO A LEVEL EQUIVALENT TO I HE INSULATION ON ' . THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE.PROVIDED WHEN LOOSETILL IS INSTALLED, TO PREVENT LOOSE ' FILL FROM SPILLING INTO THE LIVING SPACE. : ' 3) THE BUILDING'THERMAL ENVELDPE SHAI..L BE 6014STRUOTED TO LIMIT AIR LEAKAGE IN .. ACCORDANCE W1111 THE REQUIREMENT"S 11402.4.1 IN R402.4.4.. ' . I 4) WINDOWS, SKYLIGHTS,AND SUD114G-GLASS DOORS SHALL HAVEANAIR INFILTRATION RATE OF NO . . "MORE THAN 0.3 CFM PER SQUARE FT, AIJD SWING1140 DOORS NO MORE THAN 0.5 CFM PER SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE Wllli R402..4.3 ' ,.5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (Eft) DISPLAY CARE) IN . ACCORDANCE WITI'I FBC 2014 ENERGY CONSERVATION R401.3. . I . . ..I . ELEO'TRICAL NOTES . �....,,�.�,.,. 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH I HE NEC (NFPA 70) 2014 EDITION. . '2) A MINIMUM OF 75%. OF THE LAMPS I1J PERN1ANEIJTLY INSTALLED I-IGHITNG. FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 76% OFTI-IF PERMANENTLY INSTALLED LIGI-ITING FIXTURES. SHALL CONTAIN ONLY IJIGFI-EFFACY LAMPS. (LOW VOLTAGE LIGIITING SHALL NOI" BE REQUIRED TO BE HIGH-EFFAOY LAMPS): : " ' 3) RECESSED LIGHTING SIIALL BE SEALED T'O LIMIT AIR LEAKAGE 13ETWEE14 CONDITIONED AIJD' UNCONDITIONED SPACES. . ' . . ' 4) SMOKE DETECTORS TO BE 1 iov W/ BATTERY BACK UP' -ARC FAULT CIRCUIT ' . 5) SMOKE DETECTORS '10 BE INTERCONNECTED 50 THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN TI1E RESIDENCE- 6) PROVIDE BRAN61-1 CIRCUITARC>FAULT PROTECTION FOR ALL CIRCUITS SERVING; FAMILY ROOMS, ' DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AIJD NEC REQLIIREMENI"S. .D PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECI"ION FORALL 126•VOUF. SINGLE-PHASE 15,' AND 20 AMP CIRCUITS SEEVING; BATHROOMS GARAGES I<ITCI-TENS ACCESORY BUILDINGS, OUTDOORS, OR WIFI-IIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS, 9) EXHAUST FANS TO RE VENI ED TI"IRU ROOF OR SOFFIT 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. NS AND ENGINE PLA ERING . PAUL:V1/EWK INC, ` 1984 SW BILTMORE STREET,# 114 1. . PORT SAINT LUCIE FLORIDA 34984 ' . PHONE; 772 785-9888 FAX ; 772 785-9933 . ( ) ( ) .. . I. 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 BEARABIC NUMBERS OR ALPHABETICAL LETTERS, NUMBERS SHALL 140T BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCITES, (10217im) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.51NCH (12.7mm), WI-IERE REQUIRED BYTHE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWIID FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGNOR MEANS SIIALL BE USED TO IDENTHFYTHE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. BUIL`*bING PERMIT NUMBER: 1},�� PRODUCT lI1}�1 I WINDOWS .: 1/� ( WINDOWS nra_u-rhaiuc 1) THE CONT(3AGTOR, SUB0014TRACTOR, SUPPLIER, ECI', SIFIALL. VER11 IFY AI. .L DIM-Sl:OPlS; CONDITIONS, , . AT JOB SITE, PLANS, SPECIFICATIONS, ECT. : 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BV THE ENGINEER " AS CONSTRUCTION PROGRESSES.. 1.. 3)ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS .'. ,'' I. 4) ALL CONSTRUCTION MUST COMPLY WI71-1 THE FLORIDA BUILDING CODE (FBC) 2017, FSC 2017. RESIDENTIAL, FBC 2017 PLUMBING CODE, FSO 2017 MECHANICAL CODE;1 DC 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. ' . '. .` ..,ADDI'TIONAh NOTES ;, �. : I 1fweI' •• " � . . �,,, ...�.. . 1) INTERIOR TO BE I/P DRYWALL FINISH: : .. . .2) ALL INTERIOR GYPSUM BOARD 1�0 BE MIN, W 1 HICI<WI'TH (13 GAGE 1 3/8' LONG, '19164' HEAD;, . 0,098" DIAMETER, 1 '/V LONG, ANNULAR -RINGED; 5D COOLER NAIL 0.08fj" DIAMETER,: 1 518" LONG . 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" FIEAD) SPACED AI`7" O.C. FOR NAILS AND il." O.C. FOR SCREWS;'' I . .11 3) WALLS AT SHOWER 'TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS.:' •' .. .( IN COMPLIANCE WIThI ASTM C 1208, C 1325, C'1'17D, OR C 1278 AIJD IIJS7ALLED IN ACCORDANCE WITH.' I MAI4UFFlCTURER5'RECOMMENbA710NS AS BACKERS FOR WALL TILE INTUB AND SI IJOWER AREAS. I. . . : , , .., 4 � : : , � r � . . AND WALL PANELS.IN SHOWER AREAS. (PER FRC 702.4,1 & FRC 702.4.2), > ' 4) WALL AND CEILING FINISHES SIIALL HAVE A SMOKE -DEVELOPED INDEX OF1. NOT GREATER THAN 450 " ' 5 WALLAND CEILING FINISHES SHALL HAVE -'-S- RE CLASSIFICATION OF I OT '' ' AFLAMC PR ADC �� ':( ;. . .,`I, GREATER THAN 200, 1 ', '. :' ., :.." ..' , 0 I1,; , 6) ALL EXPOSED INSULATION MATERIALS INSTALLED 014 ATTIC FLOORS SHALL HAVE A CRITICAL ' RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM , Ij PLASTIC INSULATION MAI"ERIALS EXPOSED. TO THE UNDERSIDE OF THE ROOI- DECK OR 0, I : ^ ., _ ' ON THE ATTIC WALLS SIIALL COMPLY WITH SECTION FRC316. ,' 1' _ 7) PER FRO 762.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO .'.. (y„�� .. �.. - . ASTM C $6, C79, C 476, C 614, C 630, C 931. C 960, C 1002, C 10,17, C 1177; C 11'78, C 1276, C.- -' ." .. .. - ' • . 1395, C 1396 OR C 165t1 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS '''` OF FRO, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD,SHALL CONFORM TO �y_, ASTM C 557 ' 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR . PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-cEILING ASSEMBLIES, ROOF-CEILIING' . . . ASSEMBLIES, WALL. ASSEMBLIES, 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 B4 OR UL 723. . ' STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL SEARING CAPACITY: 2jOO PSF (MIN,). .-. 3) ALL STRUCTURAL CONCRETE IN BEAMS; LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE:'„ - A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH Al' 28 DAYS ..A) SLAB/ FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS SEE PLAN FOR SIZES S' EL REQUIREMENTS, - & TE R Q IRE MEIJI'S. 5) MINIMUM CONCREI E PROTECTION FOR REINFORCING BARS: FOOTINGS: S BEAMS: 1 Y."SUSPENDED SLABS: 1 %" .. . 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEP'f M NOTED GRADE 60 STFEL '. MINIMUM IN BEAMS AND COLUMNS, ' '. - I7)ALL LUMBER IN CONTACT WNN CONCRETE OR MASONRY SHALL BE PRESSURE TREATED' .. . ..8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTAL.ATION OF HARDWARE: J IS NOT PERMITED. ' . .' '. ''. . ' '. - 9) UNLESS 0-1 HERWISE NOTED, THE INSTALLATION OF,SPCCIFIED HARDWARE SIIALL CONFORM TO TI {E - . W MANUFACT URES INSIRUCI IONS AND STANDARD PRACTICES ' ' ' . ' . 10) UNLESS. OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND ' - -1 INTERIOR DRYWALL IS 10 BE NAILED WITH 1011 OR BETTER NAILS 6" O.C. EDGES, AIJD 6" O.C. - . I. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 6.101 DIA. .. -', I ' N _ 11) LINTELS $IIALL IfIAVIE A MINIMUM 4". BEARING EXCEPT RECESSED LINTELS SHALT- HAVE 8" BEARING; }_ 12) PROVIDE 0l CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM.' ~r a 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATI I WITH 11 GA. 2" LONG NAILS WITH 3/8" .' � "" Z �% 0 HEAD. @ 6" O.C. OVER (2) LAYERS OF ((154 FELT OR TYVAK BUILDING WRAP) OVER 19132" ' � 4 .0- COX PLYWOOD, WITH 10D (JAILS TO STUT]S @In 6" O.C. PERIMETER AND FIELD, I . 0jji�. ' ++v� U p -I\ 14) RI POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A 14UMBEII EQUALTO THE' .r 1R Lu q NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MENIBER IS (2) OR MORE . Z V hl . .PLIES UNLESS NOTED.' o 0 �, BLOCK GLASS. N/A NIA N/A NIA N/A NIA ... - -- N/A SKYLIGHTS N/L IA . N/A . N. : NIA N/A L. N/A N/A ^..:. Q :: ty�u jj "7a.'.. y 4Lv i 3H t L' S 'k ,, ,s3 S 'v 'o: '<.' <', F £ i'I � .f 14 to :e <. .,. 4„)aF .. S .'Ell ,l:l „t,. f 3. F•. e:. i,, S �. if ,,'< " � i � ' :a :n :'J f f 4' l S , ,i., ak i t. ?n. 1 S DOORS SLIDING GLASS D N JA , . ...::.. . SWING TYPE DOORS SEE ELEVATIONS I ( � O - THERMA 7FtU SMOOTH Sl%�R . N FRENCH DOORS _ __ . . N/A - 1.N/A � N/A J-.------- -- - 11 , r. ," I �.r. ___ "I �7_____. GARAGE DOORS SEE ELEVATIONS . _ _ r / 37.0 CLOPAY' ` _ 29W6-'10 HURRICANEPROTECTION N/A :_ . N/A'' NIA NIA VENTILATION ROOF VE R N A l _. __ NIA _ N/A IIIn ROOFING MATERIALS , VUL"i =160 ' VULT = 104 6--V CRIMP METAL ROOFI wl_ 1 HAVE REVIEWED THE ABOVE COMPOI.NENTS AND CLADDING, AND HAVE APPROVED THMR USE IN THIS . .STRUCTURE TO. PROVIDE ADEQUATE TO THE WIND, LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.. NAME':' ' . PAUL WELCH, RE,, .. SIGNATURE, : ON PLAN DESIGN PROFESSIONAL : PAUL WELCH, INC. CERTIFICATION NO. 29945 --- --- -- 8 3 A xTm7w 3 £ n 1 S { k S f i L i i <k � t a—�_-_ h. L. f Y k Y'. k f� F T r. L:, s . --/ _, _ FL lk (?J , Z. . ,47 �-'(;'. 1/4" X 1-1/4 MIN EMBED TAPCONS., �Iy _ ` P _L..._.: ... . '4 .' AT 5' / 13.76 O.C..... ` - - - 'r, r, .. ., „s :... k., { FL # 567B.29 I N/A, I - NIA . yfkrt 5<<I i r .. FASTENERS FOR ASP] Al TSI IRI(LFS SIIALL BE GALVANIZED ST ECI_ N/A SIAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM ' 42 GAUGE (0.105 1NCI'I (3MM) SHANK WITH A M114INIUM 3/8 INCH (10 MM) ," � I AIAMETER HEAD, ASTM F 1067,0E A LENGTH TOPENETRATE THROUGH.`., . '�. l L� I . ' THE ROOFING MATERIALS AND A MINIMUM Of°3/4 INCH (19 MM) INTO , . THE ROOF311EATIiING, WHERE TI1E ROOT- SHEATHING IS LESS THAN 311; - INCH 19 MM THICK THE FASTS - S ALL PEN . I - SHEATHING FASTEN R5 SHALL cbMPLY WITHASTM F tl 6711ROUGH THE . T� Dr -.. J 1.I � . . . � I . . . : L.l__. . I r -w140' OPENING 5' PASS-THRULl VI.Cu� C2 6BF ' a z STORAGE r J In ¢ 10' PLAT CLG, 0 41-2" 6' -6' OPENING a OPENIN a —� o \0 VQ <] oa - El Ell Li 0El o 6' 7" _ W/ R-19 N a a 6' BEARIIJG WALL a 11 I I INSULATE V6�i ''v> L1ING ROOMI FJ tj/Noaotrp OYER. _. F _______- FLAT CLG. 10' FLAT CLG, 10FLAT CLG, In CvHB _ C1 T . — II 3068 DOOR W/ (2) I O12' SIDELIGHTS & "( N \ CARAGEIXED GLASS ABOVE 10'.FLAT CLG, 24'-11 3/14„ Ld r) 1-9 ATTIC IC ACCESS I ice- ' o HANGER p C] p GJ — - 26 sl1 �❑ H-1 'SIMPSON" MBHU5.50/11.25 WITH I �b SH 2 M rtl 2) 5 22' X 54' >< I I SH 1 PULL DOWN STAIRS I4 - ( I- N 2 a„ „ I 3 '2`_, - 1/2' 6' =3' I 4' -5' U I o ( ) - �/ X 5 TITEN HD ANCHORS AND 7' -0' 3' -2' 6 7" 5' -9 V. -5 (12)- %" X 2 %:" STRONG -DRIVE SD5 SCREWS o I • .I -- - 0. ~ COVERED PORCH I YIb Pltk �TjP} - VAULTED CLG ---------- - - - -- ----- 6---------- --- -------- - ------------------- - - - - -- I _- - LINTEL SCHEDULE LINTEL# LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD SAITE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-I 17'-4" 208" PRESTRESSED 1829 625 754 200 8F28 IB-IT L-2 4'-6" 54" RECESSED 8060 1500 4224 350 8RF22 MIT L-3 T-6" 90" U-LINTELS 5681 1650 2571 400 8F24 1B-IT L-4 5'-10" 70" RECESSED 8060 1350 3176 350 1 8RF22 IB-IT L15 4'-6" 54" U-LINTELS 8672 1350 4292 350, 024 MAT L-6 5'-10" 70" U-LINTELS 6063 600 3295 200 8F24 MIT L-7 6'-6" 78" U-LINTELS 8360 1200 2959 300 024 IB-IT 118 10'-6" 120" U-LINTELS 2781. 950 1458 250 8F24113-IT L-9 10'-6" 120" U-LINTELS 1533 1000 914 250 SF16 MIT NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING 19 SHOWN ,. NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED 0-44 PLANS. ' =Cl 3/4" I— - - - - - -- - - - - -- - I��`�����.. (�•il f' )fi) F �l ur{ T�v;• T�(n,r. ^�,;.V REVISION ci i z P1 U LLLJ U C7 1,j phi ENGINEER PAUL WELCH 51C, PAUL WELCH R E. REG, 4 29945 1984 S. W, BILTMORE"ST. PORT,.ST. LUCIE, FL34984 PHONEi. ,(772) 785-9888. FAXI: (772):785-9933 LJ U cc' o �. W LLJ >I . Q U I Wl CL/ Li Lil J Q. ,-1 U QOj J r- u o W (' ) to �-1 E W Ej _J W �- Q- LJ u /WTI WI l W) a- z Q r W L,J vJ z L� O 0i Q_ SHEET FLOOR, PLAN . MODEL CUSTOM HOUSE DRAWN SADDLEBROpK DESIGN DATE AUGUST 31, 201d. SCALE AS NOTED SHEET. NO, OF S H E ET S 9 �\ SEE TYPICAL WALL. SECTION �\ FOR ADDITIONAL �\ INFORMATION ;�-- -- SIMPSON STRAP PER TRUSS CONNECTOR SCH. ° — SOF UT PER S OFFIT DETAIL TRP 2XI2 WOOD HEADER i STUCCO OVER WITtELA'fIj' WU R2'iH 1/x" CDX PLYWOOD c I I GA. 2" NAILS W/ 3/8" EI HEAD SPACER GLUED AND NAILED cU C" O.C. OVER 3/8" METAL W/ 16d NAILS AT 8" O,O. RJB LATH @ 6" O.C. V1/ (,? LAYERS. STAGGERED BOTI3 SIDES OF 19FELT OVER EACH FRiVvMTo MCNiBER)• SI3VIPSONAC61Vl (28)-t6d NAILS EACH POST TO HEADER (USE SIIvIPSON LCF4 @ CORNER POSTS R7TH (24)- 16d NAILS) — SIMPSON LSTA I8 VJ/ (I4)- I0d NAILS AT CORNER POSTS (1) PER READER \ P.T. 6X6 WOOD POST • SEVJTSON ABU66 WIT.H (12)- 16d AND (I)- 518"n X 1291 ANCHOR BOUT FI 7ISIJED GRv (2500 PSI) CONC. ° L FOUNDATION SEE PLAN FOR SIZES AND . SPECIFICATIONS TYPICAL 6X6 POST DLTAIL„1s... i Al - AC'IUALDESIGN PRESSURES FORALI-FY.TERIOR WINDOWS, DOORS, GARAGE 4 - DOORS, AND SIMILAR ENVEI-OPE L=LEMENTS, W OPENIN6AREA Q INTERIOR ZONE /p� EN IDZONE(NOTEfl1) ., ¢ IN SQUARE FEET . POSITIVE NEGATIVE POSITIVE NEGAT IVE j 10 +38:6 PSF - 36.4 PSF •1:33.6 PSF 44.0 PSF -Z2 15 +33.5 PSF �- 36.3 PSF 133.5 PSF . 144.6 PSF 20 V +33.4 PSF 36.2 PSI= . +33.4 PSF 44.6 PSF 25 +33.3 PSF - 36.1 PSF' i•33,3 01; -1114A PSF Z 30 433.2 PSF - 36.1 PSF -1,33.2 PSF, +44.2 PSF 35 4-33.1, PSF - 36.0 PSF i 33.1 PSF +44.1 PSF 110 '".122.3 PSr -'24.3 PSF .i-22.3 PSF -29 0 PSF F O. 1. DESIGI��^S..SURS PER FlSUr 7 !0 .1G0—C. REVISION >- (Ca �J Y M J L7 f- X \ ENGINEER PEUL WELCT, INC. PAUL WELD-( P. F. REG, W 299,15 1984 S'. W. BILr'MORF ST, PORT ST, LUCIE, FL 349D4 PHONE, (772) 785-98219 FAXi (772) 785-9933 u L1 LJ .:> n d CJ Imo. W L�1 1 U. I- i OJ . o� LI_I W CJ' n a/ II � LL Q-- LLI W U O_ I` C—) Z II r I,J CL' U z CI� n N CL- - SI--IEET ELEVA"I ION PLM I,/IDDEL.- CUS"i'I71°I IICIUSE DfAWN SADDLEBROOK DESIGN DATE AUGUST 31, , 20,10 ---- SCALE -AS RIOTED SHEET NO, LI �7.. SHEETS CONCRETE FOUNDATION NOTES ])SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2000 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 SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND 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 A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUBBASE 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 A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN G INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. -_ F°OH in St. Lucie °ou, Environmental HeaCONSTRUCTION BY ■ itt� ■ Site Plan Approved kQrlCiDnSbrU Supersedes All Plemiaw ''Plans "for PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, i PORT ST LUCIE, FLORIDA 34953 MODEL: (772) 336-0050 'CONSTRUCTION �_'FFICE : (772) 249-0089 WWW.PSLTROPERTIESINC. COIN DESIGN CERTIFICATION FOR VVIND LOAD COMPLIANCE PROJECT NAME: RESIDENCE OCCUPANCY TYPL� : R STREET ADDRESS : _._. _ ... - 2 CONSTRUCTION _"!PE: V PERMIT NUMBER CERTIFICATION STATEMENT: 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 ASSUMPTIONS 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: 1 II XIII IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 128 " ASD N/A LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: +� 11-6. ROOF PITCH : 6/12 PARAPET: N/A FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 S . 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 36.4 -.44.9 - 29.0 - 35.4 - 59.8 - 87.9 - 20 A 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 ` PSF ROOF/LIVE: PSF BALCONY -N/A PSF DOCK: N/A PSF DECK : - N/A PSF STAIRS : N/A _ PSF` FENCE: N/A PSF RAILING N/A 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. 29945 / 5115 DESIGN FIRM: PAUL WELCH, INC. DATE: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE; FL 34953 ADDRESS : ENERGY CO►11SERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM (ANDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, AWOOD 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. 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 PER, LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. i 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 A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGH_rING 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 DETECTORSTO BE 110V W/ BATTERYBACKUP'-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 FOR ALL CIRCUITS SERVING: FAMILY ROOMS, .. DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBCAND 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. PLANS AND ENGINEERING PAUL WELCH, INC: 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE; FLORIDA 34984 PHONE (772) 78.5-9888 FAX: (772) 785-9933 ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIOATION. 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 C..NTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER SHALL BEARABIC NUMBERS OR ALPHABETICAL LFETTE S. NUMBERS SHALL NOT BE SPELLED OUT EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (10 dim) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE F RE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONALAPPROVED LOCATIO S TO FACILITATE EMERGENCY RESPONSE, WHERE ACESS IS BY MEANS OFAPRIVATE ROAD AND 1 HE BUi DING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTANED. GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFY ALL DIMENSIONS; CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. - 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER ` AS CONSTRUCTION PROGRESSES. - - 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 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 %" DRYWALL FINISH. _ 2) ALL INTI RIOR GYPSUM BOARD TO BE MIN. Y>" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; - - 0.098" D AMETER, 1 Y."LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/5' LONG,- 5/64" 1 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 ATSHOWER 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 - MANUF4CURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4A & FRC 702.4.2). 4) WALL At ID CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, 5) WALLA14D CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATr:R 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 FRS; 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 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, WALL ASSEMBLIES 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: 2",00 PSF (MIN.). 3) ALL STRUM fURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A.MINIIVUM 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: WBEAMS: 1'/."SUSPENDED SLABS: 1 Y." - 6) LAPALL REINFORCING STEELAMINIMUM OF 48.BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. - - 7) ALL LUMEERIN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITIN" OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT ' F-RMITED. 9) UNLES:J 01 HERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANLY 7 CTURES INSTRUCTIONS AND STANDARD PRACTICES - 10) UNLE; OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTE!: C_:^ DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" U.C. EDGES, AND 6" O.C. FIELL, OR SCREWED WITH DRYWALL SCREWS 1,5" LONG AND 0.131 DIA. 11) LINTE ' 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 WITH11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32 COX PLYWOOD WITH 10D NAILS TO STUDS Q 6" O.C. PERIMETER AND FIELD. 14 BEARING POINTS OF TRUSSES SHALL HAVEU NUMBER EQUAL TO THE VERTICALST STUDS IN A 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 REVIEWAFFIDAVIT BUILDING PERMIT NUMBER: _ OWNERS NAME : 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 w IMPACT - 3116 X 1-1/4" MIN. EMBED TAPCONS AT 2"/ 11" O.C. - WINDOWS NIA N/A N/A N/A N/A N/A N/A MULLIONS N/A N/A N/A N/A N/A N/A N/A BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A _-. SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A -J SLIDING GLASS DOORS THERMA-TRU SMOOTH STAR FL # N/A 114" x 1-1/4" MIN. EMBED TAPCONS AT6"/13.7Y O.C. 1/4X 1-1/4 6"IN. E BO CTAPCONS SWING TYPE DOORS SEE ELEVATIONS FRENCH DOORS N/A N/A N/A GARAGE DOORS HURRICANE PROTECTION ROOF VENTILATION SEE ELEVATIONS N/A N/A + / - 37.0 N/A N/A CLOPAY N/A N/A 29W6-10 FL # 5678.29 _ N/A N/A N/A N/A N/A N/A N/A 5/16" X 1-5/8" MIN. EMBED LAG SCREWS ONE PER BRACKET N/A N/A ROOFING MATERIALS - VULT - 160 VULT = .194 5-V CRIMP METAL ROOF N/,q FASI ORCSHINGLES PER ROOFINGL BE NAILS, STEEL, : S FOEL, ALUMINUM STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM STAINLESS 12 GAUGE (0,105 INCH (3MM) SHANK WITH A MINIMUM 318 INCH (10 MM) DIAMETER HEAD, ASTM F1667,OF A LENGTH TO. PENETRATE THROUGH' THE ROOFING MATERIALS AND A MINIMUM OF 3/41NCH 119 MM) INTO THE (19 MM) THICK, THE EASE HERSTHE SHALLOF PENETRATEATHING E LESS THAN H INCH (19 MM) THICK, THE FASTENERS 5HALLPENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITHASTM F 1667 I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME: PAUL WELCH, RE, SIGNATURE: ON PLAN' DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945 e s LO O rn N..N N CO co M LL 0 W 0 c U_ 0) a LO W Jj i U Z z J U m Z w �. W Z � p X a W 3 4 J IL Q a rn EL w J W t� -,I 0 O u0 �4 Lu i u R w as z � ❑ _j LouG O � w o � U � r(v 1 1' -7" 5' -1" 411 INSTA HOT 3' 11>1/2' 3' 1" 1/2' W/H (PROPANE) ,I HB P�� �q ❑❑101 Eli 1010 N ❑ 35' X 14' p ❑ 60' X 14' FXD GLASS I FXD GLASS-t.MP LINTEL ABOVE ❑❑ ❑ 2' -0" 3' -2" 5' -4" 3' -2" 9' -6 3/4" (TYP,) I io ❑ 6' -10 1/2, '..N25 SH 25 ❑ EGRESS EGRESS p a- ----------- 7 0 � ❑ ❑ ❑ . LI [11 Ell W.I.C. COVERED PATIO / Li 10' 10' FLAT CLG. 14' -4" oe ❑ �, j �$ CAFE' STYLE DOORS3' -5'// ' -7 1/2' 9' 4' �' 8 3/4" 4' -6' 6' -0" : ❑ 28 BF 6' WALL, O (3) 23 SH jCMP 34 SH HB VTR - 1 DW I! O °p7 ❑ C[7/d/O8 PKT, DR. 15' -2" Lm7i _l_ a MASTER BEDROOM o ( J u1 ❑ n I D 10' FLAT CLG, 20 �.. N LAUNDRY Z., " C3 w 10' FLAT of CLG.¢P21z ro 3, -4„ , ca p (IN ATTIC) M. BATH 5' -o' N Oi 5' -0" X 3' -0" Z ® l0' FLAT CLG. �O ZD r ISLAND �o I y I AREA SCHEDULE A/C AREA 2949 PATIO 223 GARAGE 743, FRONT PORCH---- 399 TOTAL 4314 HANGER H-1 "SIMPSON" MBHU5.50/11.25 WITH (2) -%" X 5" TITEN HD ANCHORS AND (12)- X" X 2 %" STRONG -DRIVE SDS SCREWS o T ,TNTEL SCHEDULE COUNTER M �� CRAFTROOM/OFFICE � % 2868 = ®I 10' FLAT CLG, z '$ m OD A 2Vx E - I - - 36" SCREEN J :D - _ DOOR N I _ ❑ A Tom% 3' -a" MAKE-UP 10 �,•{� I-- - 1 N AREA KITCHEN FU 10' FLAT CLG, x 3 -9, o p 4 0 BEDROOM 2 0 3 S PANTRY ISLAND a ;,' � 1 10' FLAT CLG. W,- I 10' FLAT CLG, 0 2668 ' 01 C � 3' -5 a N 112 BATH �� / M 10' -7 1/4" BATH 2 ~i °' N, HB — 10' FLAT CLG, - 48' VANITY h �� 10 6" iU 1/4" ❑ '`� U DESK 2p BF N 286a /7/r /7 /_/ ///_ ✓ / . J 4' -2" 2' -u" 40' OPENING 5' PASS-THRU 40" OPENING ~Q AAGE W.I C. w 26 BF °' Z STO n z 10' 4' -2° ��--6' 6" OPENING oQp ,QP� 48" OPENIN 7 -0�W 7' W CJ v „ ' 6_U 6 7 oti 6' BEARING WALL p INSULATE W/ R-1 e I1 I1 a �o MeN, (U I1 LU I1 CLJ BIKE LIVING ROOM 1 1 w FOYER w I 1 DINING ROOM El pB� v „ ' 6_U 6 7 oti 6' BEARING WALL p INSULATE W/ R-1 e I1 I1 a �o MeN, (U I1 LU I1 CLJ BIKE LIVING ROOM 1 1 w FOYER w I 1 DINING ROOM El pB� ❑ 10' FLAT CLG, T a 11 10' FLAT CLG. 10 FLAT CLG. 1 I HB I i 1 1 h 3068 DOOR W1 (2) 12' SIDELIGHTS El ❑ & 69' X 16' FIXED GLASS ABOVE ❑ ,"vim 24' -11 3/4" (UU ) 13' -9° D p p N ❑p o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . 10 El N 25 SH 25 SH (2) 25 SH p `( 5' -9" 3' -2" 7' -0' 3' -2" 6' -7" 5'. -9' 4' -5 112' 6' -3" 4' -5" 47' -2', _0, I 11,7COVERED PORCH �' >YhsM iIP i VAULTED CLG. r ---------------- ------------------- ----------- - - p HB 6' X 6' P. T, LINTEL # LENGTH /TYPE SAFE GRAVITY LOAD APPLIED- GRAVITY LOAD __9XFE_ UPLIFT LOAD - APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 L-2 17'-4" 208" PRESTRESSED 47-6" 54" RECESSED 1829 8060 625 1500 754 4224 200 350 8F28 1B-1T 8RF22 1B-IT L-3 7'-6" 90" U-LINTELS 5681 1650 2571 400 8F24 1B-IT L-4 V-10" 70" RECESSED 8060 1 1350 3176 3.50 8RF22 1B-IT L-5 4'-6" 54" U-LINTELS 8672 1350 4292 350 8F24 1B-IT L-6 V-10" 70" U-LINTELS 6063 600 3295 200 8F24 1B-IT L-7 6'-6" 78" U-LINTELS 8360 1200 2959 300 8F24 1B-1T L-8 10'-6" 120" U-LINTELS 2781 950 1458 250 8F241BAT L-9 10'-6" 120" U-LINTELS 1533 1000 914 250 8F161B-1T NOTE: WREN LINIELIS IN VARIVU6 LVGAI1VlVJ, WU14 LUe� C..VaUu " --^ NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED (W, PLANS. WOOD POST (TYP. ) ❑ 53' -2' _ 63' -6" NOTE, RANGE, DRYER, INSTA-HOT WATER NEATER, GAS GRILL, FIREPLACE, AND 6 NERAC BACK-UP GENERATOR TO USE PROPANE GAS 13' -10' I- - - - - - - i - - - - - -- I I L- I GARAGE I q 10' FLAT CLG, Lo ly ATTIC ACCESS �`z' I o N I 22' X 54" x PULL DOWN STAIRS I o I I I I I I I L- - - - - - - - - - - - - 29' -0 3/4" p N I ❑ M IT—_-7-701 101❑ p❑ _ 30' -4" z w LdLd U Ld Y U O W c� -7 CL U L C ENGINEER PAUL WELCH INC. PAUL WELCH P. E REG. # 29945 1964 S W, BILTMORE ST. PORT ST LUCIE, FL 34984 PHONES (772) 785-9888 FAXi (772) 785-9933 1U U CO m Z LLJ m 1U Q Q H Y O UJ ED ❑ J L lU CK pq w Ld q U Z Q . _J Q 0 U o 1U a- ('7 m LLJ m i_--i Q H— U J w CL w. U U L� J LLJ � w z U Q J w a L1 � z 3 cu n0 LJ� SHEET FLOOR PLAN' MODEL CUSTOM HOUSE DRAWN SADDLEBROOK DESIGN DATE AUGUST 31, 2018 SCALE AS NOTED SHEET N0.7 2 ❑F O) SHEETS' BACK ELEVATION SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON STRAP PER TRUSS CONNECTOR SCH. Tl-- SOFFIT PER SOFFIT DETAIL It TRP 2X12 WOOD HEADER STUCCO OVER WIRELATH W/ WITH''/a" CDX PLYWOOD I IGA. 2" NAILS W/ 3/8" 0 HEAD SPACER GLUED AND NAILED @ 6" O.C. OVER 3/8" METAL W/ 16d NAILS AT 8" O.C. RIB LATH @ 6" O.C. W/ (2 LAYERS STAGGERED BOTH SIDES OF 15# FELT OVER EACH FRAMING MEMBER), SIMPSON AC6 W/ (28)-16d NAILS EACH POST TO FADER (USE SIMPSON LCE4 @ CORNER POSTS WITH (24)- 16d NAILS) _— SIMPSON LSTA 18 W/ (14)- IOd NAILS AT CORNER POSTS (1) PER HEADER P.T. 6X6 WOOD POST SIMPSON ABU66 WIT14(12)- I6d AND (I)- 5/8"m X 12" ANCHORBOLT FINISHED GRADE II :.II1�---- iV (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES ARID SPECIFICATIONS TYPICAL 6X6 POST DETAILots . ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE < DOORS, AND SIMILAR ENVELOPE ELEMENTS. . OPENINGAREA 1NTERIORZONE ZL END ZONE (NOTE #1) d IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 10 +33.6 PSF - 36.4 PSF +33.6 PSF +44.9 PSF 2 15 +33.5 PSF - 36.3 PSF +33.5 PSF +44.8 PSF 20 +33.4 PSF -36.2 PSF . +33.4PSF +44.6 PSF a 25 +33.3 PSF - 36.1 PSF' +33.3 PSF +44.4 PSF s 30 +33.2 PSF - 36.1 PSF +33.2 PSF +44.2PSF Qs 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 0 1 DESIGN ERESSURES PER ASCE 7-10 z 160-C o r z w � ra U W W Y U O W !L' 2 U m 0 C ENGINEER PAUL WELCH INC, PAUL WELCH P.E. REG. # 29945 1984 S, W, BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE, (772) 785-9888 FAX (772) 785-9933 LL 1 1,D (� Co a; z w M Q H Y C-1 C7 p O J U W r � w W J Q � U z ¢ J Q � Co U o W C pq Ln m W M Q p/ o J I ' W � n Li Fn-7/ U L� J H W � H�I C7 u D_ :::D Ld z I J r UJ Ld Z z 3 0 v (L1 CL SHEET ELEVATION PLAN MODEL CUSTOM HOUSE DRAWN SADDLEBROOK DESIGN DATE AUGUST 31, 2018 SCALE AS NOTED SHEET NO, 3 OF9 SHEETS REVISION " REVISION PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" o 5i 4 PLY CDX PLYWOOD z va (SEE NAILING DETAIL) 12 uw Li y 6 o w SIMPSON STRAP PER SCH. lu CONT. GALV. MTL DRIP EXTERIOR CEILING TO BE STUCCO OVER WIRELATH OVER (PT) 1 X 2 �� w/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 2" X 6" IRS SPRUCE FASCIA 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # 12 FELT OVER EACH 6 SOFFIT PER DETAIL 8" PRECAST LINTELS FRAMING MEMBER) W/ (1) # 5 BAR FILLED. ` ENGINEER W/ 3000 PSI CONCRETE PAUL WELCH INC. TEXTURED STUCCO FINISH PAUL WELCH RE, REG. # 29945 1984 S. W, BILTMORE ST VERTICAL REBAR TIED TO DOWEL PORT'ST. LUCIE, FL 34984 & RUNNING INTO BEAM BOCK i. TEXTURED STUCCO FINISH PHONE:( IN 3000 PSI BLOCK 2 FAX C772) 785-9933 72) 785-9898 (3) # 5 VERTICAL DOWELS 16" X 8" CONCRETE BLOCK COLUMN w/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN 1 l FOR SIZE & SPACING J CONCRETE SLAB PER FOUNDATION PLAN Co f W I1. 1111I111 =` n�„I IIIII /� z l i M -.II [I rl IJ ri lJ Ir1:_11 W [I lJ rliLrll li ItIT 11 i q p q PORCH POST DETAIL Q H Of o � J NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION — - W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w L` w pq ' No SCALE LEFT SIDE ELEVATION J -- - - __ - � ~co U �o LLJ D i 12 6 PLUMBING NOTES: di 1. DESIGN PRESSURES PER ASCE 7-10 LLJ b!00UU 2" X 6" PRIMED & PAINTED R/S SPRUCE ;TUCCO OVER WIRE LATH w/ 11ga.2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER SOFFIT DETAIL (2LAYERSOF RIB LATH 6# ELT OVER NO SCALE EACH FRAMING MEMBER) IL TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN T01, T10, T13, T15 & T19 CONT. 250 If PLF ( )- HETA 20 1810 (8)-16d SEE GABLE END T 1 STRAP AT EACH END AND AT 24" O.C. DETAIL T16 1ST & 2ND 1803 (1)- HETA 20 1810 (8)-16d VALLEYS CONT. 100 # PLF ( )- MTS 16 1000 (14)-10d X 11/2" O T 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS AT CBS BEARING LESS THAN 1800# EACH < 1800# (1)- HETA 20 1810 (9)-10d X 11/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING LESS THAN 1000# EACH <1000# (1)- MTS 16 1000 (14)-10d X 11/2" AT FRAME BEARING TRUSS COMPANY BUILDERS FIRST LAYOUT DATE 9 7 2018 CUT -SHEET DATE 9 11 2018 SOURCE NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SO X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 11/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH, FOR TRUSS TO WALL CONNECTIONS. REVISION REVISION o r z as F- Q W V U O W. �.. U \ rn r-i i F ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG, # 29945 1984 S. W," BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE, (772) 785-9888 FAXt (772)785-9933 L,J �,D u OD Z W (y) W > Q ry Q H Y � C7 (� C7 CD J Wcy LL' w I'd q LU z ¢ J Q In Co U o' W , cr) � rr vJ D` W q I W � Lv uCL n/ L� J W � o � w z I Q w LJ f Z 3 0 � CU CL SHEET. PLAN MODEL' CUSTOM HOUSE DRAWN SADDLEBROOK DESIGN DATE AUGUST 31, 2018 SCALE SHEET NO, OF SHEETS #5 REBAR - - � -- 7- 5/8" CURB cn ,4 CONCRETE SLAB FINISH GRADE Z =III N �Illlll :o !� IIIII (2) #5 MINIMUM CONTINUOUS 16, 4 3" COVER MINIMUM F6 CURB SECTION SCALEI 1/2" 1`-0" #5 REBAR Z CONCRETE SLAB CD 3 1/2" F. FLOOR CONCRETE SLAB I=III III —III ";' III=III— — III III—III=III ° : •. "-11= ~ I=III III=III I � w—In III=III=III=III III III=III= (2) #5 MINIMUM CONTINUOUS 16' 4' 3" COVER MINIMUM F3 BEARING FOOTING W1 STEP SCALE, I/2"- 1'-0" 1. ALL DOWELS AND VERTCAL BARS ARE #5 2, #5 REBAR 44 a 10" 3, ATTACH DOWELS TO FOOTING STEEL 4, VERTICAL BARS TO EXTEND TO TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOK. 5, FILL CELLS AT VERTICAL DOWELS, 6. GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60, DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCIRIETE (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 INPLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. 83' -6" 14' -7" T -1" 11 -0" 21' -2" 15' -10" 13' -10" INSTA-HOT W/H (PROPANE) 3' -8' 3' -8' 3' -8" HB I , 0o ❑ o o❑ 10101 El El El El 1' -8" 3' -10" 4' -8" 3' -10" ❑ ❑ ❑ I I �( �}� "° ❑ 6'-10 1/2= J. ❑ 1� I I ❑ ❑ ❑ ❑ ❑.., ❑ ❑ I 'n I `.-. .. RECESS SLAB 4' -+ F3 - I rum BELOW FINISH FLOOR I 'o 3 112' RECESS I 2' -1" 10' -0" 3' -9" -7 1/2" o 2' -B° 5'-72" 5' I 2 SHOWER I ❑ ^ I 1 ' -1 1 4" I HB C] a 1 — i10101LU 3 iiz STLEJ A o Pi 0 A 0 0 0 ❑ o EEI ouI I i II Ell II I, o ❑ 15' -1 3/8" 8' -11' 1 1 ❑ 1 ®e I; I e 11 I iu o 1 ¢ � 1 I 1 (IN ATTIC) e® 1 I F1 -- ❑ _3 1/2' RECESS__. - T/ SHOWER RUN CONDUIT II a o - TO ALL ISLANDS 3' -4" \ 1 M u 15' -3" I 15' -11 3/8" n I v Ell 1 N 0'-0' z 1 1 I m TOP OF SLAB M J A 11 I ❑ I � 1 1 I N I N I ih I I I 1 I 4' -0 1/4" 2'1 1/2 � I 1' -9' I I — HB a ❑ 1 ❑ I M 1 23' -5" � 4' -3" 5' -3" 22' -6' 5/8" I ❑ \ 1 I N 9' 3' -11" ro ❑ _ ❑ 3 1/2' STEP ❑ ❑ ❑ S E ❑ ❑ CURB ❑ ❑ O 1 N 4' THICK CONC, (2500 PSI MIN,) SLAB W/ FIBERMESH OVER ❑ ❑ I — _ — _ _ _ _ — — — — — ❑ I 6 MIL POLYETHYLENE VAPOR BARRIER ON CLEAN 95% 6' _0' I — ❑ �D COMPACTED TERMITE TREATED FILL BEARING Q �/�J�\\ I 80 a i I WALL m N cr I I ❑ 1 ❑ L i ❑ ❑ 1 o l - I I •� � � I I m I v 7 0 io HB I m I .RECESS FOR 0, H. G. ❑ I C3 ' F1 ii _ m o I o — — — — — — — — — — — — — — — _MAIN EGRESS DOOR SLOPE EllF1 — — — — ❑ i c7� I 1 r 12 MAX, " ❑ FE 11 ❑ O ❑ ❑ ❑ C1 ❑ ❑ 3 1/2' STEP ❑ ❑ ❑ p ❑ N I N I o 31' -6" -6 1/ 3' -10" 3' -2" 3' -2" 3' -10' 3' -0' 3' -0 1/4' 6'-3', . 3' -10 3/8" 6'-11' 4' I I I iD I -4" ELEVATION � � F6 -4° F.'LEVATION I - — — — — — - — — — — — — — — ❑ I I 13' -4" 11' -2' 9' -5' 10' -10, 6' X 6' P. T. HB I r I I WOOD POST I El * — — — — — — — — — — — — — — — — — —I_ u 01 ❑ ❑ ❑T— 101 Ell CURB 101 O ❑ Dil 5' -0' 4' -1' 4' -1" 4'-1' 4' -1' 4' -1' 4' -11" 53' -2 30' -4" REVISION REVISION o r z w u A U C 2 CL U a ca 0 ENGINEER PAUL WELCH INC, PAUL WELCH P; E, REG. # 29945 1984 S. W, BILTMORE ST, PORT ST. LUCIE, FL 34984 PHONE, (772) 785-9888. FAXt - (772) 785-9933 W �,D L) `° a` W (m W Q Q M � H � EZ o UJ o J W W CSC pq W W J ca � rJ Q J .. Q V U o W pq Cy) rn W c co H Q L� C7 J L�J �- CL L' U n0n// L� J CL LLJ H C7 U 0_ W z J W 1,1 Z 3 L� 0 [] It- (U E SHEET FOUNDATION PLAN MODEL CUSTOM HOUSE DRAWN SADDLEBROOK DESIGN DATE AUGUST 31, 2018 SCALE AS NOTED SHEET NO, OF g SHEETS' STUCCO CEMENT FINISH. " CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (TYP.) .:(SEE WATER PROOFING NOTE #1) 1' X 3' P.T, WOOD FURRING ALL (3) SIDES CONTINUOUS 'e• CORROSION RESISTANT FLASHING •, WOOD TRIM PER WATERPROOFING NOTE #2. 1' X P.T. WOOD BUCK W/ SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED _ APPLY PERIMETER SEALANT CAULK - 'TO MASONRY W/ 1-1/2' CASEHARDENED BETWEEN BUCK & WINDOW FRAME .COIL NAILS @ 12' D.C., MAX, - (SEE WATER PROOFING NOTE #5)' - SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB HEADER TO MASONRY IN EXTERIOR DOOR BUCK DETAIL I -STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS NO SCALE NOTE- NOTE,, ALTERNATE BUCK 2' X 6` OR TAPCONS TO BE INSTALLED THRU BUCK INTO - 2" X 8' P.T. W/ 3/16' TAPCONS MASONRY W/ MIN, 1-1/4' EMBEDMENT PER 1-1/4' MIN. EMB, 4/12' O,C. PRODUCT APPROVAL PER FBC 1715, 5, 4. 3 W/ #10 SCREWS, PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS, PRODUCT APPROVAL NOTE; WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA/AMA 200,9, CONTRACTOR SHALL SUBMIT FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. -' STUCCO CEMENT FINISH' _ --- -- -- - CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (TYP.) (SEE WATER PROOFING NOTE #D 1' X 3' P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 SEE HATERPROOFING NOTE #6 APPLY PERIMETER SEALANT CAULK i' X 4' P.T. (MIN.) BUCK W/ SEALANT PER . BETWEEN BUCK &WINDOW FRAME WATERPROOFING NOTE #4 AND ANCHORED (SEE WATER PROOFING NOTE #5> TO MASONRY W/ 1-112' CASE HARDENED COIL .NAILS @.12' D.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE NOTE, TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY W/ MIN, 1-1/4' EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715• 5, 4, 3, BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 0 0 O u HEADI 3/16' X 3" TAPCONS @ 12" O, C, ( TYP, ) 0 w 1/2" X 5-1/2" REDHEADS W/ 2' DIA, X 1/,8' WASHER (TYP,) d N O a o 2" X 6" ( PT) OF 2" X 8' ( PT) BUCK ( TYP. ) I -N a I 0 U GARAGE FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TOP CBS WALL NO SCALE 1, JAMBSI 2" X 6" OR 2" X 8" P. /T. W/ 1/2" X 5-1/2' EMBED, REDHEADS W/ MIN, 2" DIA. X 1/8" WASHER. (TYP. ) 2, HEAD, 2" X 6" OR 2" X 2' 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) GABLE END DETAIL NO SCALE 19/32' ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN 2' X 4' 'X' BRACING @ RI➢GE AND 6' 0. C. (3) 16d NAILS (TYPICAL) EACH SIDE OF RIDGE `2' X WOOD FASCIA W/ ALUMINUM DRIP EDGE SOFFIT (SEE DETAIL) 4" LADDER FRAMING @ 12' O,C. STUCCO OVER WIRELATH W/ 11 GA, 2' LONG NAILS W/ 3/9' DIAMETER HEAD @ 6' 0. C, OVER (2) LAYERS OF (19 FELT OR TYVAK BUILDING WRAP) OVER 15/32' COX PLYWOOD W/ IOd NAILS TO STUDS @ 6' O,C, i PERIMETER AND FIELD, ' GABLE END TRUSS CEILING PER PLAN 16d COMMON NAILS @ 12' D.C. 2' X 4' SPRUCE OR BETTER LATERAL BRACE STUCCO EXPANSION JOINT @ 6'. O,C,:FASTENED TO TOP OF BOTTOM STRAP GABLE END TRUSS WITH 'SIMPSON' CHORD OF TRUSSES W/ (2) 16d NAILS .META 20 AT 48' O.C. W/ (9) 10d X 1-1/2' EACH, AT GABLE END TRUSS AND NAILS EMBED STRAP IN BEAM 4' 4 TRUSS BACK P.T. 2" X 8' CONTINUOUS W/ 1/2' NOTE' 'J' BOLT OR 1/2' X 5 1/2' WEDGE PROVIBE RAKE BEAM @ VAULTED GABLE ENDS ANCHOR AT 24' O,C, W/ 2' X 2' X 1/8' WASHERS TRUSS VERTICAL WEB REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2' X 4' T-BRACE WITH 16d NAILS @ 8' 0; C, SIMPSON MTS 16 W/14-10d NAILS PER ONNECTOR SCHEDULE DOUBLE 2' X 4' TOP PLATE PROVIT:E (2) 2' X 12' YP HEADER 1/2' DRYWALL W/ FLITCH PLATE GLUED & NAILED (WALLS & CEILING) BOTHOSIDESL@ DOOR PSENINGGGERED 1/4" X 3" TAPCONS @ 12' 0, C, TO 2' X 6' STUDS @ 16' O, C, BLOCK WALL OR 1/2' X 5-1/2' SP-6 TOP &BOTTOM EACH STUD REDHEADS @ 24' D.C. R-11 INSULATION P.T. 2' X 6' BOTTOM PLATE W/ 112' DIA, X 12' A. B. @ NOTE, 24' 0. C, OR 5/8' DIA, X 6' REDHEADS @ 24' O, C, W/ PROVIDE SIMPSON SP-6 HURRICANE WASHERS @ TOP & BOTTOM PLATES @ 16' O,C, W/ 6-10d NAILS MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS o --a INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O, C COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCHEDULE 12 6 STANDING SEAM METAL ROOF ` ICYNENE INSULATION (R-22) OVER 304 PEEL & STICK FELT CONT, GALV, MTL, DRIP 1/2" DRYWALL @ CEILING OVER P.T. 1 X 2 ( TYP, ) 12" [1, H. 1 ROW 8" X 8" BEAM BLOCK 2" X 6" PRE -PRIMED W/ (1) #5 REBAR IN 3000 PSI SPRUCE FASCIA CONCRETE FILLED CELL�� NON -VENTED o . STUCCO SOFFIT 8" PRECAST LINTELS (SEE DETAIL) W/ (1) #5 REBAR FOR ALL DOOR & WINDOW OPENINGS w REVISION REVISION Ei z 5' w W' A o Lu x L U STUCCO FINISH & FILLED W/ 3000 PSI 1" X 2" P.T, FURRING CONCRETEI STRIPS v= VERTICAL REBAR TIED TO DOWEL @ 16 0. C. OVER 3/4 RIDGID 7: & RUNNING INTO BEAM BLOCK BOARD' INSULATION IN 3000 PSI CONC, -' 1/2" DRYWALL VERTICAL: DOWELS (TYP,) W � W/ 30' LAP SPLICE 8 CONCRETE BLOCK allCo FROM FOOTER CSEE FOUNDATION PLAN WOOD BASE BOARDS Z LLi w v (y / FOR SIZE & SPACINf / 4' CON! SLAB (MIN, 2500 PSI) Q W/ 6 X 6 10/10 WWM OR FIBERMES (� O' -0" TOP O)SLAB GRADE❑ )K)K)K PROVIDE(2 ROWS) OF BEAM BL CK �/ Li III=III=III-III=11 - FOR WALLS OVER 8' -1'" HIGH, Q U TYPICAL WALL SECTI❑N Q m NO SCALE � Fz v) (n 00 F U p L LI pq (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 Q NAILS AT 6' 0, C, PERIMETER AND 6' O.C. FIELD ZONE (3) NAILS AT 4' D.C. PERIMETER AND 6' O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32' THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH Bd RING -SHANK NAILS (PER FRC803.2.3, 1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. EAVE N AM ROOF SHEATHING NAILING ZONE WATERPR❑❑FING NOTES 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, JAMB, 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 SILL AS WELL, PAN FLASHING SHALL BE CORROSION RESISTANT.( OPTIONAL, NOT REQUIRED) 5) PROVIDE CONTINUOUS 3/8' BEAD OF SEALANT ON WINDOW/➢OOR FRAMES AT ALL 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, / V l ('') � LJJ 1-1 q D ❑ J LJJ L- a- U L� —i L L] f— CL' ❑ U Lv. z J Q r LJ - Cl� LJ I I� Z V J � 3 (U CL SHEET DETAIL SHEET MODEL CUSTOM HOUSE DRAWN SADDLEBROOK DESIGN DATE AUGUST 31, 2018 SCALE AS NOTED SHEET NO, OF , SHEETS' 200 I IEP 3 # 4/0 ALUM IN 2" C - 2 1201240v ELECT SERVICE MBR 200A NOTES' 1; RANGE, DRYER, INSTA-HOT WATER HEATERS, GAS GRILL, FIREPLACE, AND 6ENERAC BACK-UP GENERATOR MLo ! Td USE PROPANE GAS ELECTRICAL NOTES 2 ALL CEILING FANS SHALL BC ON L -M-H (LOW-MEDIUM-HIGHI TYPE SWITCHES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) "Ep,• 2) , 2" C 2014 EDITION. _LF zorzAov A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING 1 a (3=104 2oB FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE ' M z PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY MBR 200A MLO HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED _ TO BE HIGH-EFFACY LAMPS) # 4 CU GROUND TIED, 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN f ToBUILDING STEEL, � (MOTION SENSOR) CONDITIONED AND UNCONDITIONED SPACES. 3 # 3/0, # 4, 2' c cWPAND DRIVEN ( C) FLOOD OO D LIGHTS 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT GROUND ROUND - �.. Oj a HB # a CU GROUND TIED N 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSH)E AND OUTSIDE OF TO BUILDING STEEL,, NOTE :USE ALL COPPER WIRE - �J ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING CWP AND DRIVEN �{�! I UG SERVICE sv PPL b SMOKE DETECTORS GROUND ROUND (3) - #4/0 ALUM IN 2" C - ❑ ❑ ❑ ❑ ❑ ❑ — — — — — _ _ ❑ ❑ VERIFY. O S TO BE INTER ❑ ❑ ❑ ) CONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDE14CE __ I 7) PROVIDE BRANCH CIRCUIT ARC -.FAULT PROTECTION FOR ALL CIRCUITS (MOTION SENSOR) ❑❑ ❑ INSTA-HOT I SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, OPTION - "B" FLOOD LIGHTS W/H ( PROPANEJ WP/GFI ' I LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, OPTION - "A" DIST. o ELECTRICAL RISER HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. / ELECTRICAL RISER/FIST. ❑ 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- NOTE: USE ALL COPPER WIRE NO SCALE ❑ ❑ ❑ 01 101Ell 101s I VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF No SCALE _ _ - _ C] FLUOR CENT � EDGE OF ANY SINK. p 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL y I INSTA-HOT BEDROOMS. ELECTRICAL LOAD CALCULATIONS PER NEC 1 2949 SO. FT, AT 3 VOLT-AMPERES (GENERAL LIGHTING) 8847 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 IRREIGATION PUMP (OPTION) 1800 10 MISC, 5000 TOTAb FIRST 10 KW @ 100% REMAINDER 2 40% TOTAL+-. _-._ _._ AC HEAT 2 100% TOTAL. 37578.8 = 156.6 AMPS 240 _-- USE 200 AMP SERVICE 43,947 VA 10000 17578.8 27578.6 — 10000 37,578,8 VA I W/H (PROPANE) 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, WP/GFI 3 3 a I 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ❑ I -- 3 ❑ - GF C ❑ ❑ ❑ ❑ ❑ Iml ( MOTION SENSOR) 3 GFI a L ` ❑ FLOOD LIGHTS W cv . W/ FAN. q UGF1O ESCENT 11❑GFI El GFI DIMMER �GiG' GFI wo G DISC Z GFI PG IT AHU 3> IT � ❑ I i El GFI ICE GFIu GFI ❑ z CLE GFI w GFI - U I p SD/CD F ' GFI 4 -. i LIGHT GFI GFI W1 FA HB ❑I=E ❑ WP/GFI3= SD DESK ® LIGH G I G I GFI GFI, GfI W/ FAN 4 4 4 ❑ 0- ELECTRICAL SYMBOLS - e PUSH BUTTON SINGLE POLE SD/c0 � SWITCH SMOKE DETECTOR CARBON MONOXIDE TYPE THREE-WAY $3 SWITCH SMOKE DETECTOR SD FOUR-WAY ® 220/AC DISCONNECT $4 SWITCH PULL SWITCH DOOR CHIME CEILING LIGHT DUPLEX P. C. & RECEPTACLE HB 10EILING LIGHT SWITCHED RECEPTACLE 01 W/ EXHAUST, FAN WP/GFI WATER PROOF (GFI) RECEP, SSEXHAUST FAN GFI GROUND FAULT INTERRUPTER (MOTION SENSO ❑ � VAPOR PROOF' FLOOD LIGHTS EJE]l 10 RECESSED CAN TV[]► TV OUTLET LIGHT FIXTURE WP/GFI rq TELEPHONE OUTLET RECESSED CAN LIGHT FIXTURE MOTION SENSOR FLOOD LIGHTS 0 FLUORESCENT FIXTURE FAN PRE -WIRE ONLY CEILING LIGHT LIGHT FIXTURE WALL MOUNTED LIGHT HANGING LIGHT FIXTURE cnirn �y I „ I� II m .. GFI @ 42' GFI @ 42' HB ❑ ❑ C] ( MOTION SENSOR) FLOOD LIGHTS J W 3 o 0 Q ❑ q ❑❑ Ell lom DISC D O 220V a 0 ro 200 AMP POWER PANEL El r- ------ - - - - -- I w U I I � o I J � I i ATTIC ACCESS i I I I I I I ~ I W K I I I' L - -�- - - - - - - - -❑ ❑ A ❑ ❑ ❑ ❑ d o ❑❑ ( MOTION SENSOR) FLOOD LIGHTS REVISION REVISION o r z � F- Q U W ' W y U O W U - � v 1 r-i ENGINEER PAUL WELCH INC, PAUL WELCH RE. REG, # 29945 1984 S. W. BILTMORE ST, PORT ST. LUCIE, FL 34964 PHONES '<772):785-9888 FAX (772) 785-9933 LIJ �,D U OD 9) w CO W > Q Q H y � p p p J w LL ck� oo� Lj w W q U z Q I -I Q 0 co U ED LL1 CL V l (' ) � 0� Li M H-1 Q Q n / L� p L_LJ J w 'IJ_ LJ 0 Lu 'CL J CL L1J H p U a_ w z I J r w w Z 3 o (U CL SHEET ELECTRICAL PLAN MODEL CUSTOM HOUSE DRAWN SADDLEBROOK DESIGN' DATE AUGUST 31, 2018 SCALE AS NOTED SHEET NO. 5 OF SHEETS GENERAL NOTES To the besE of my knowledge these plans and specs do comply" with all applicable codes & 2017 Florida Building Code,MechcnicDl, Energy calculations done using Energy Gauge— FlaRes201 Q & Right—JT) Rlg ht—J IE the automated version of the Bth edition of the ACCA Manuol J R-ight—J conmpukea the sizes of heating and cooling design lacids and is thus used for sizing resldentiol HVAC equipment Duct Deslgn done using Right—D2 R'lq ht—DO is the microcomputer version of the second edition of Ehe ACCA Manual . D for Residential dint design These plans supersede and void all previous plans and specifications - Duct & g ri Ile locations may change due to owner's request or structural limitations ALL CFM'S ARE APPROKMATE, ACTUAL CFM VARIES UPON CURRENT 5TATIC 'PRESSURE OF HVAC SYSTEM EQU PMENT SCHEDULE CONDENSER- GSZ16042 FRANKUN MAX FUSE-35 M.C.A.-22.4 VOLT-230 AIR HANDLER- ASPT47D14A NOMINAL CFU-1400 M.C.A.-7.1 VOLT-230 MOTOR SPEED TAP 4 H EAT-10KW M .C.A 54 MAX FUSE- 60 TOTAL BTU 39,0 00 SEER RATING 16 HSPF , 9,0 AHRI RER#- 201667953 THERMOSTAT HO NEYWELL T6 REF- LINES- 314 / 318 THE GARAGE SHALL BE CONISTRUCTED ®F A M0NIMUM NO, 2G GAGE (D,49 mm) SHEET STEAL, 1 INCH MINIMUM RID[I) NONMETALLIC CLASS D OR CLASS 1 DUCT BOARD. UR OTHER APPROVED MATERIAL AND SHALL NAVE NO OPENINGS INT❑ THE GARAGE NUTESe 1. HUST HAVE 4- CLEARANCE AROUND AHU 2 ALL SUPPLE' AIR DUCTWORK MUST BE ROUTED, AT A MIINIMUM D0STANCE ®L GO' FREIM ALL SMOKE DETECT❑RS, 3 A/C DISCONNECT SHALL BE LOCATED PER N, E, C, 940.11 I, ALL HEATING, AIR CONDBTION]NG, PEFRIUERATION AND VENTILATION EQUIPMENT SH,%LL CONFORM TD THE REQUIREMENTS SET FORTH IN'TIHE FLORION BUILDING CODE MECHANOICAL AND FLORIDA BUILDING GOOE ENERGY CONSERVATION, R A 4' CLEARANCE IS TO BE MAIWACNED AROUND ALL AIR HANOLING UNITS. 3, PRGIVIDE FIRE DAMPERS 47 SUPPLY "AN® RETURNS WHOCH PASS TROUGH RATED ASSEMBLIES IF ANY, 4, ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS RAY BE DUCKED,. JUMPERS OR TRANSFER GRILLES, 5, A/C UNBTS MAY HAVE CONC, PAD OR OTHER APPROVED HATERIAL EXTENDING ABOVE ADJO@NING GRADE IOR SHALL BE SUSPENDED A MIN EF 6' ABOVE 4DJUINING GRADE. PADS SHALL BE A HIRIMUM 4' -0' X 4' -6" PAD FOR UNZI F 7 Eli � q U e W ® LJ CY a c) 1 d+ ENCaIflVEE� PAUL WELCH INC Pr flUL WELCH F, E. RES 1 25945 i 984 S, N B I L TMORE ST, FORT ST, LUCIE, FL 34984 PHyONIE, E77E7 785-9888 P'AA,1 f 7725 795-1;9�3 Li- L3 W F Ln Ld J r V) G'T d W z J L,I a W z n 3 Ph 0