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HomeMy WebLinkAboutCONSTRUCTION PLAN 31APR 0 b )n"9 ST, Lucie Couriev. P.- SITE LOCATION MAP PROF"QS"Et? S1NG4��FAMILY` RESlD"E,.,NC.,.,_.E SEpwPV OR1VE y .y m � N 2 c x � SITE 74 v n Z y O v � 2 Z A G A NE CPVSEw PINB �VD• JENSEN BEACH BLVD. 2 56 OCEAN OR SE OCEAN DR PROJECT ADDPESS 5008 WATERSONG VAY, LOT 66 HUTCHINSON ISLAND, FLORIDA BUILDING DEPARTMENT ST. LUCIE COUNTY BUILDING DEPARTMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL 3498) (772) 462-1553 APPLICABLE CODES / CRITERIA ST. LUCIE COUNTY CODES 2017 FLORIDA BUILDIRG CODE 2017 FLORIDA FIRE PREVENTION CODE NATIONAL ELECTRIC CODE - LATEST EDITION DESIGN CRITERIA 2017 FBC CHAPTER 16 k ASCE 7-10 HUTCHINSON ISLAND,5T. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5: 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: t0.18 SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 891 S.F. GARAGE: 700 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 97 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5°% COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. PROJECT CONSULTANTS PROPERTY OWNER: MRS. WENDY HERNANDEZ (860) 922-3987 ARCHITECT: TEAM ARCHITECTURE FERNANDO PRIETO, ARCHITECT 2328 10th AVENUE NORTH, SUITE 200 LAKE WORTH, FLORIDA 33461 (561)855-2688 LICENSE # AR 8840 SURVEYOR: CHRISTIAN FENEX AND ASSOCIATES, LLC CHRISTIAN FENEX P.O. BOX 2533 3401 SW 72ND AVE PALM CITY, FL 34991 (772) 283-2977 CIVIL CUNNINGHAM & DURRANCE ENGINEER: CONSULTING ENGINEERS, INC. DALLAS DURRANCE, P.E. 400 EXECUTIVE CENTER DRIVE SUITE #108 WEST PALM BEACH, FL 33401 (561)689-5455 P.E. No,, 17463 STRUCTURAL CSM ENGINEERING ENGINEER: CHARLES A. DARDEN JR. 2081 SE OCEAN BLVD #1A STUART, FL 34996 (772)220-4601 LICENSE # 73160 LANDSCAPE DANIELJ.SUGG ARCHITECT: P.O. BOX 335 JENSEN BEACH, FL34958 (772) 334-3060 LICENSE # LA6666744 N t� IN" FIMM6 Q' O F;Ea�' FOR W �EOMpL�PNG� O °°� c cov � W 51. GOPV p 130 X at 00 a Z W SCANNED BY St Lucie County DRAWING INDEX T-1 TITLE SHEET SURVEY 1 of 2 FDEP SITE PLAN AND BUILDING SECTION �fm 2 of 2 FDEP LIGHTING PLAN 46Q1uvvlC-1 SITE PLANEiii D L-1 LANDSCAPE PLAN A-1 FIRST FLOOR PLAN, ROOM FINISH SCHEDULE A-2 SECOND AND THIRD FLOOR PLANS A-3 WEST AND EAST ELEVATIONS, WIND PRESSURE CHART A-4 NORTH ELEVATION, STUCCO DETAILS A-5 SOUTH ELEVATION A-6 DOOR & WINDOW SCHEDULES A-7 DOOR & WINDOW DETAILS, TYPICAL WALL SECTIONS F-1 COVER SHEET, NOTES, DETAILS F-2 PILE & GRADE BEAM PLAN, NOTES, DETAILS F-3 SLAB & REINFORCEMENT PLAN, DETAILS S-4 FIRST STRUCTURAL PLANS, SCHEDULES S-5 SECOND & THIRD FLOOR STRUCTURAL PLANS, SCHEDULES S-6 STRUCTURAL DETAILS, HOLLOW CORE FLOOR DETAILS S-7 ROOF FRAMING PLANS, NOTES S-8 STRUCTURAL BUILDING SECTION S-9 STRUCTURAL BUILDING SECTION S-10 STRUCTURAL BUILDING SECTION S-11 STRUCTURAL BUILDING SECTION M-1 FIRST FLOOR AIR CONDITIONING PLANS, SCHEDULES, NOTES M-2 SECOND & THIRD FLOOR AIR CONDITIONING PLANS E-1 FIRST FLOOR ELECTRICAL PLANS, LEGEND, NOTES E-2 SECOND & THIRD FLOOR ELECTRICAL PLANS, RISER DIAGRAM PANEL SCHEDULES, LOAD CALCULATIONS P-1 FIRST FLOOR PLUMBING PLANS, NOTES WASTEIRISk DIAGRAM P-2 SECOND & THIRD FLOOR PLUMBING PLAAt4g GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 20 ft. ;e1 ��1:L1 � jiffy 11 [�P► I I � [e�`l'I �� 1:1 b ��ZiI � i I :Z�7 � � [ij I �� 1.) GEODETIC CONTROL STATIONS: H 231 LATITUDE: 27'27'04.95347 LONGITUDE: 80'19'25.28628 GRID NORTH: 1133851.602 GRID EAST: 875503.109 FLORIDA EAST ZONE (US FEET) N 350 LATITUDE: 27'26'42.45900 LONGITUDE: 80'19' 37.44978 GRID NORTH: 1131574.061 GRID EAST: 874419.604 FLORIDA EAST ZONE (US FEET) E 401 LATITUDE: 27'26'10.84068 LONGITUDE: 80'19'29.36942 GRID NORTH: 1128385.048 GRID EAST: 875164.940 FLORIDA EAST ZONE (US FEET) 2.) SOFTWARE BRAND & VERSION NUMBER: TRIMBLE GEOMATICS OFFICE VERSION 10.7 3.) GEODETIC CONTROL IDENTIFICATION: (OCCUPIED AND CHECKED INTO) SAV 3, W 25, SAV 5, SAV 6, SAV 4, 94 87 A 05 F, T 307, A 308, R 34, C 308, A 19, AND Z 307 RESET. THE ABOVE REFERENCE CONTROL STATIONS WERE USED IN THE CALIBRATION OF THIS SITE. THE PUBLISHED VALUES CAN BE FOUND AT WWW.LABINS.ORG 4.) ACCURACY STATEMENT: THE POSITIONAL HORIZONTAL ACCURACY IS 0.03 FEET; POSITIONAL VERTICAL ACCURACY IS 0.04 FEET MEAN HIGH WATER NOTES: 1. MEAN HIGH WATER (MHW) WAS ESTABLISHED ALONG THE ATLANTIC OCEAN ON AUGUST, 11, 2018 BY EXTENDING THE ELEVATION SHOWN AT MEAN HIGH WATER INTERPOLATION POINT NO. 100888.TOPCON LEVEL AND TOPCON GTS TOTAL STATION USED TO LOCATE MEAN HIGH WATER LINE. THIS MEAN HIGH WATER LINE (MHWL) SURVEY COMPLIES WITH CHAPTER 177, PART II, FLORIDA STATUTES. 2. (ATLANTIC) MHW ELEVATION IS 0.52 FEET NAVD88. 3. (ATLANTIC) MHW DATA POINT IDENTIFICATION # 100888, EPOCH 1983-2001. 4. (ATLANTIC) MEAN LOW WATER ELEVATION IS -2.69 FEET NAVD88. 5. QUAD NAME 'FORT PIERCE'. NAVD88 (NGVD29) ELEVATION NOTE: ALL ELEVATIONS REFER TO NAVD88. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) YOU MUST ADD 1.496 FEET. NAVD88 = NORTH AMERICAN VERTICAL DATUM 1988. NGVD29 = NATIONAL GEODETIC VERTICAL DATUM 1929. FLOOD ZONE NOTES: 1. FLOOD ZONES SHOWN HEREON ARE SCALED FROM DIGITAL FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD ZONE MAP #12111CO194J, DATED 2/16/2012. 2. SUBJECT PROPERTY IS IN FLOOD ZONES VE(EL11), AE(EL7), AE(EL6). 3. SUBJECT PROPERTY IS IN AN UNDEVELOPED COASTAL BARRIER ZONE AS IDENTIFIED 1983. 4, AS PER FEMA MAP, FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON AND AFTER OCTOBER 1, 1983, IN DESIGNATED UNDEVELOPED COASTAL BARRIERS. T 9 N 4��A176 f sg62p4 Ss� \ \ I \ I I WATERSONG WAY 150' WIDE PRIVATE RIGHT OF WAY - ENTRANCE ROAD) S67'19'29"W 211.46' — N O I COASTAL CONSTRUCTION CONTROL LINE 1988, PLAT BOOK 26, PAGE 26A-1 I � I I 15.00 BOUNDARY, TOPOGRAPHIC, & COASTAL CONSTRUCTION CONTROL LINE SURVEY LOT 66 WATERSONG SOUTH P.U.D., PLAT NO. ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FOR: WENDY L. HERNANDEZ (OWNER) 'LB4286' I 49 x S N 1111068.89 4 I I D N 0 m � I N m D I > + p Co F z0 A 'o- Z m > J I > o w p Lc" IISKw�1oz > D 00 UTILITY RISERS 565'31'36"W S65'31'3 W 30.41' — — — �SQ — 15'00' E C IC 4> ... ? I FOUND 5/8" IRON t s? N ROD/CAP 'LB4286' + N 111103249 m { S?E 896493.29 mm Ip w WATERSONG WAY (30' WDE PRIVATE RIGHT OF WAY) S65'31'36"W FOUND PERMANENT CONTROL POINT NAIL DISK 'LB4286' N 1110994.57 E 896494.07 CCCL NOTES: 1. CCCL = COASTAL CONSTRUCTION CONTROL LINE. 2. CCCL 1978 = COASTAL CONSTRUCTION CONTROL LINE OF 1978, RECORDED IN PLAT BOOK 19, PAGE 8. 3. CCCL 1988 = COASTAL CONSTRUCTION CONTROL LINE OF 1988, RECORDED IN PLAT BOOK 26, PAGE 26. 4. COASTAL CONSTRUCTION CONTROL LINES SHOWN WERE ESTABLISHED THROUGH MONUMENTS R65, R66 AND A-16 AND EXTENDED TO SUBJECT PROPERTY. 5. THE "A" MONUMENTS SHOWN HEREON ARE REFERRED TO AS "PERMANENT REFERENCE MONUMENTS" AS SHOWN ON THE PLAT OF THE ST. LUCIE COASTAL CONSTRUCTION SET BACK LINE, AS RECORDED IN PLAT BOOK 26, PAGE 26, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. COORDINATE & BEARING NOTES: COORDINATES AND BEARINGS REFER TO STATE PLANE NORTH AMERICAN DATUM 1983 (2011), FLORIDA EAST ZONE 901 AND ARE REFERENCED TO THE LATEST COASTAL CONSTRUCTION CONTROL LINE PLAT. SEASONAL HIGH WATER NOTES: 1. SEASONAL HIGH WATER (SHW) IS CALCULATED BY THE FOLLOWING FORMULA AS ESTABLISHED BY BEACHES AND COASTAL SYSTEMS, AND REFERS ONLY TO ATLANTIC OCEAN: (NAVD MHW + NAVD MLW) x 1.5 + NAVD MHW = NAVD SHW (0.52(RANGE)-2.69) x 1.5 + 0.52 = 5.335 FEET NAVD MHW = MEAN HIGH WATER, MLW = MEAN LOW WATER, SHW = SEASONAL HIGH WATER ALL ELEVATIONS REFER TO NAVD88. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) YOU MUST ADD 1.496 FEET. LOT 65 LOT 66 VACANT S65'i1 LOT 67 f — N69'59'46E69.00' OW x Q4 j' S> S> I ks> FOUhl 5/8" IRON WESTERLY LINE OF ROD/CRP 'LB4286' SEAGRAPES 1 127.00' x x O Z N / V o N / WESTERLY LINE OF DUNE 0, / GRASSES �? 6 n 9 70 rl 7? 13 m 2 1 / 1 / � 0 1 __j/ 1 127.00' 6 'I `S',, } s sx'zsx''•e ''�d I FOUND 5/8' IRON ROD/CAP 'LB4286' z }S> x6? 38 "I}6s. IV OD al COASTAL CONSTRUCTION CONTROL LINE 1977, '.. PLAT BOOK 19, PAGE 8A-G 1 — N70'S251E 61.67' — --- SURVEYOR'S NOTES: 8g6338 664 k 8 }�Og x l0g , N _66" >� F 6g6 4S 4 09 06 1. BEARINGS REFER TO NAVD83(2011 ADJUSTMENT) FLORIDA EAST ZONE 901, REFERENCED ALONG CENTERLINE OF WATERSONG WAY. 2. (P)=PLAT MEASUREMENT; (M)=FIELD MEASUREMENT; (C)=CALCULATED MEASUREMENT 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES BY THIS FIRM, 4. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 5. CE = CENTERLINE OF ROAD; ELEVATIONS REFER TO NAVD88 S65'31'36"W 243.70' 9�? I -'< TRACT A ___�6. 1 S65'31'36"W WHITE CITY ROAD Sg s N 0 -y mil, 2 0< � �O SITEQIA � - 27.38850Al -80.25910 PRIMA VISTA BLVD. SEASONAL HIGH WATER LINE EL=5.34'NAVD88 LOCATION MAP NOT TO SCALE CFiRISTIAN FENEX AND ASSOCIATES, LLC PROFESSIONAL SURVEYING AND MAPPING ENVIRONMENTAL CONSULTING 3401 SW 72ND AVE., PALM CITY, FLORIDA P.O. BOX 2533, PALM CITY, FL 34991 PH.(772)283-2977 EMAIL FENEXCOBELLSOUTH.NET REVISED NOTES: 3-15-19 LICENSED BUSINESS 4 6858 0.3 I ATLANTIC OCEAN "0' ZERO CONTOUR LINE -MEAN HIGH WATER LINE EL=0.52'NAVD88 03 CHRISTIAN FENEX NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER FIELD SURVEY DATE I F.8. PG. SCALE W.O.# 8/11/18 FOLDER 1" = 20' 1 218102 LU REVISIONS: WATER ONG WAY 50' WIDE PRIV TE R.O.W. - ENTRANCE RC S67019'2 "W 211.46' 0 rE��� COASTAL CONSTRUCTION CONTROL LINE (1988) PLAT BOOK 26, PAGE 26A-I COASTAL CONSTRUCTION CONTROL LINE 1988, PLAT 26A- BQOK 26, PAGE 26A-I BENCHMARK #1 SET NAIL/DISK 5102 EL=4.87 NAVD88 45.3' 55.4' w w- 131.2' SEAWARD LIMIT OF RESIDENCE o 0 141.7' SEAWARD LIMIT OF PERGOLA 169.3' SEAWARD LIMIT'OF SOD 152.1' SEAWARD LIMIT OF FILL & GRADING 142.6' SEAWARD LIMIT OF EXCAVATION LANDWARD LIMIT OF EXCAVATION & FILL ACTIVITIES. t 49 x S4 LOT 65 ' S> I ( 10.1' 751 FRONT GREATEST LENGTH SETBACK S65031'' W 127 II , Ii �2 , I� L -021 1 "i 5h1ACK 1li � 6.52 r 3 Imp I m 10' 1 x s? T U.E. EXISTING L4jt sZ I ELECTRIC BOX I IN I I N I ATERSONG WAY I I (30' WIDE PRIVATE R.O.W.) S65°31'36"W SITE PLAN 0 COASTAL CONSTRUCTION CONTROL LINE (1988) PLAT BOOK 26, PAGE 26A-I Dallas H. Durrance P.E. No., 17463 DATE a 41.3' 30.6' _ I I I 1 I ' 1 of I sa S> ci+sa t5, N 1 Q Ni 9.3' I :RGOLA z t' J Z 0 -------------- N69°59'46'_E69;00'............ _ F7 7 'g96,3,7'944 I I r--x ---- 7 -- -* - - --- a -- r ---- --- --- _- - - - - - - - - -a I I �I I '' '� 6 TRACT A > a S a a w I 0OI s 1 EXIST. PVC FENCE WESTERLY LINE OF SEAGRAPES WESTERLY LINE OF DUNE GRASSES S65°31'36' W 2 3.70'- x / � _-g I,a ,a 0 ___-_ --------------------- 9__----�---------- 7J? - c4_____ ------ 1, 127.00' -I s tqs 08, .J S65°31'36"W 243.03' I IQ I I 1 + S> * 6 Ix I * s �;� ss I SEASONAL HIGH PROPOSED PROPOSED �' ELEV. ' €5.34NAVD 1988. I RESIDENCE PE RGOLA 3 LOT 67 3-STORY N' n w (SINGLE-FAMILY-N: F.F. = 0'-0" = 8.02 2- z COASTAL CONSTRUCTION a I a CONTROL LINE 1977, PLAT O O a > BOOK 19, PAGE 8A-G LEGEND 0 O ------------ ® YARD GRADING / FILL ss„ NR710 F8g6T4' 0�09 169.3' SEAWARD LIMIT OF SOD 152.1' SEAWARD LIMIT OF FILL & GRADING 142.6' SEAWARD LIMIT OF EXCAVATION 141.7' SEAWARD LIMIT OF PERGOLA 131.2' SEAWARD LIMIT OF RESIDENCE 45.3' LANDWARD LIMIT OF EXCAVATION & FILL 133.1' 55.4' 75.7' PROPERTY LINE I I SEAWARD LIMIT OF SOD. Al SEAWARD LIMIT OF FILL & GRADING. I I SEAWARD LIMIT OF EXCAVATION. I TOP EL. VARIES = 5.0 TO 6.4 TIP EL. VARIES = -30.0 TO -28.6 SEAWARD LIMIT OF PERGOLA. SEAWARD LIMIT OF RESIDENCE. 260.6' Em CUNNINGHAM & DURRANCE CONSULTING ENGINEERS INC. 400 EXECUTIVE CENTER DRIVE, SUITE 108 WEST PALM BEACH, FLORIDA P: (561) 689-5455 F: (561) 640-7815 (L.B. & E.B., No. 4502) MEAN HIGH WATER LINE AS LOCATED 8/11/2018, M.H.W. II, iT ELEV. 0.52' NAVD 1988. ATLANTIC OCEAN O' ZERO CONTOUR LINE I MEAN HIGH WATER LINE -, q3 AS LOCATED 8/11/2018, M.H.W. ELEV. 0.52' NAVD 1988. I I r• _= 20,_0„ ---- MEAN HIGH WATER LINE AS LOCATED 8/11/2018, M.H.W. L ELEV. 0.52' NAVD 1988. 281.6' COASTAL CONSTRUCTION CONTROL LINE CROSS SECTION SCALE' 1" = 20'-0" A FINISH FLOOR ELEVATION NOTE PER 2017 FBC-RESIDENTIAL R322.2.1 1. BUILDINGS AND STRUCTURES IN FLOOD HAZARD AREAS, INCLUDING FLOOD HAZARD AREAS DESIGNATED AS COASTAL'A' ZONES, SHALL HAVE THE LOWEST FLOORS ELEVATED TO OR ABOVE THE BASE FLOOD ELEVATION PLUS 1 FOOT, OR THE DESIGN FLOOD ELEVATION, WHICHEVER IS HIGHER. FLOOD ZONE'AE' BASE FLOOD ELEVATION = 7.0 NAVD MIN. FLOOR ELEVATION = 7.0 + 1.0 FOOT = 8.0 NAVD PROPOSED FINISHED FLOOR ELEVATION = 8.02 NAVD = OK EARTHWORK (SEAWARD OF C.C.C.L.) I NOTES EXCAVATION/FILL TABLE DESCRIPTION CITY. PURPOSE EXISTING ON -SITE MATERIAL: i N gES: FOR FOUNDATION E YARD GRADINGFROM FOUNDATION EXCAVATIONS IMPORATERIAL:LL COMPACTABLE FILL FOR FOUNDATION LL CLEAN SAND FOR YARD GRADING ORTED Y (SEE CERTIFICATION NOTE) N/FILL 1. ALL EXCAVATION IS AT LEAST 10.0' FEET LANDWARD OF THE DUNE WITHIN THE PROPOSED FOOTPRINT, 2. ALL FILL FOR FOUNDATION WILL BE CLEAN COMPACTABLE FILL PLACED WITHIN THE PROPOSED FOOTPRINT. 3. ALL FILL FOR YARD GRADING WILL BE PLACED AT LEAST 10.0' FEET LANDWARD OF THE DUNE WITHIN THE RESIDENCE'S YARD AND WILL BE FROM ON -SITE EXCAVATION OR TRUCKED IN CLEAN SAND. 1. SURVEY INFORMATION PROVIDED BY CHRISTIAN FENEX AND ASSOCIATES, LLC FROM THE SURVEY DATED 8/11/18. 2. ALL ELEVATIONS REFERENCED TO NAVD-88. 3. PROPOSED RESIDENCE DESIGN INFORMATION PROVIDED BY TEAM ARCHITECTURE INCORPORATED, FERNANDO R. PRIETO, AR 8840, 4. PROPOSED STRUCTURAL DESIGN INFORMATION PROVIDED BY CSM ENGINEERING, CHARLES A. DARDEN JR., P.E. # 76910. > IMPORT FILL CERTIFICATION NOTE ALL REQUIRED IMPORT FILL SHALL MEET THE FLORIDA ADMINISTRATIVE CODE SPECIFICATIONS/CRITERIA OF SUBSECTION 62B-33.005(7). THIS MATERIAL SHALL BE SAMPLED ON -SITE & CERTIFIED/VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER. PROVIDE 1R`ULTS/REPORTS TO F.D.E.P.ONSITE INSPECTOR. LANTIC OCEAN • JUL 3 2019 Permitting Department St. Lucie County, FL �OF®AGE Rev\ GoMQ�o�N�c'� Go �\3 C,G 91- VO No: DATE COMMENTS 0 Zj 05-14-19 F.D.E.P. REV. Q. I Q2 06-19-19 BLDG. DEPT.REV. p U w 7 F U w f- I U w U. N WN Q � 0 I ~ q'a C) � ON V Q o LLA �Z O � �OLU � �Wo�0 0 Wow WLLJ I O '• ~ L�I0 O z 00 a a � O�� LjLn 0 �rl � 0 W M I w v ono w `0 `° N I N Lr w Q ur) p C LLr) I } J <Y } p 0 L - 0 O a Q o 0 F �- ) 0 �a �v� O 0 MO z roU Z U c `o - > �Lj C � -�F 0 �W - 00 m aI N J U K L 111 Job Number: I Drawn By: rss Date: 03-20-19 19 QSheet Number Z GRAPHIC SCALE 0f G 0' 10' 20' 40' p _ _ 11 =I- WATER NG W (50' WIDE PRIV TE R.O.W. - ENATYRANCE ROAD 567°19'2 "W 211.46 55.41 COASTAL CONSTRUCTION CONTROL LINE (1988) PLAT BOOK 26, PAGE 26A-I I COASTAL CONSTRUCTION CONTROL LINE 1988, PLAT7�, I BOOK 26, PAGE 26A 1i, �, t N{ ti BENCHMARK #1 ' SET NAIL/DISK 5102 EL=4.87 NAVD88 131.2' +Sa 00 '4 U.E. EXISTING ELECTRIC BOX IN W I I ATERSONG WAY N I I I (30' WIDE PRIVATE R.O.W.) IS65031'36"W SITE PLAN COASTAL CONSTRUCTION CONTROL LINE (1988) PLAT BOOK 26, PAGE 26A-1 PROPERTY LINE Dallas H. Durrance P.E. No., 17463 S5.4' 30 20 10 0 -10 -20 =30 152.1' 131.2' 133.1' JJ� n W- a a a > 0 0 0 0 41.3 ----------------N69°59'46"E i A -6S., 777 i- � I F8g633g8 684 LOT 65 +s4 6> 3 +6s EXIST. PVC FENCE V ¢ m WESTERLY LINE OFSEAGRAPES WESTERLY LINE OF DUNE GRASSES FOUND 5/8•IRONROD/CAP Z L04286 31'3�i W T , 12.^7.,.�Oj - . S65°3)1?36W 243 ----_�6 z 02j 6'.. 41.3' O / z \ EARS TBACK / o .3677 685 l '1 �7 26r I0 s9 71 �7e TRACT % s 71 U.G. LP N 72rmpy / 1..A��r v O r _ i / 6y� 8�-- --'�-?�j __ { -R y8�72 �k Ir,B /.Ti 73 1I- a S65 n 313b 127.00 I PROPOSED 3 +SJ PERGOLA IX ks6 � :+6,6 +6Z PROPOSED RESIDENCE LOT 67 3-STORY SINGLE-FAMILY z J'- COASTAL CONSTRUCTION CONTROL LINE 1977, PLAT z z 0 0 ='� a BOOK 19, PAGE 8A-G o 0 ---------------- N70°52'S1"E 61.6T---------- yN ;66.. F8g6>4$'q;09 S65°31'36'W 243.03' cr-PROPERTY LINE 260.6' - >L 281.6' I LIMIT OF EARTHWORK 75.7' 413I YARD GRADING. i SEASONAL HIGH - WATER LINE ELEV. 5.34' NAVD I VOO. RM CUNNINGHAM & DURRANCE CONSULTING ENGINEERS INC. 400 EXECUTIVE CENTER DRIVE, SUITE 108 WEST PALM BEACH, FLORIDA P: (561) 689-5455 F: (561) 640-7815 (L.B. & E.B., No. 4502) MEAN HIGH WATER LINE AS LOCATED 8/11/2018, M.H.W. ELEV. 0.52' NAVD 1988. I ATLANTIC OCEAN Flo I '0' ZERO CONTOUR LINE MEAN HIGH WATER LINE j- R3 AS LOCATED 8/11/2018, M.H.W. ELEV. 0.52' NAVD 1988. I I - ,. 7" _ 20'-0-0" 4-- MEAN HIGH WATER LINE AS LOCATED 8/11/2018, M.H.W. ELEV. 0.52' NAVD 1988. I COASTAL CONSTRUCTION CONTROL LINE CROSS SECTION SC4LE. 1" = 20'-0" EARTHWORK (SEAWARD OF C.C.C.L.) EXCAVATION/FILL TABLE DESCRIPTION QTY. PURPOSE EXCAVATION 115 CY FOR FOUNDATION FILL ONSITE 115 CY YARD GRADING FROM FOUNDATION EXCAVATIONS FILL TRUCKED IN 115 CY COMPACTABLE FILL FOR FOUNDATION FILL TRUCKED IN 100 CY CLEAN SAND FOR YARD GRADING EXCAVATION/FILL NOTES: 1. ALL EXCAVATION IS AT LEAST 10.0' FEET LANDWARD OF THE DUNE WITHIN THE PROPOSED FOOTPRINT, 2. ALL FILL FOR FOUNDATION WILL BE CLEAN COMPACTABLE FILL PLAC ED WITHIN THE PROPOSED FOOTPRINT. 3. ALL FILL FOR YARD GRADING WILL BE PLACED AT LEAST 10.0' FEET LANDWARD OF THE DUNE WITHIN THE RESIDENCE'S YARD AND WILL BE FROM ONSITE EXCAVATION OR TRUCKED IN CLEAN SAND. NOTES 1. SURVEY INFORMATION PROVIDED BY CHRISTIAN FENEX AND ASSOCIATES, LLC FROM THE SURVEY DATED 8/11/18. 2. ALL ELEVATIONS REFERENCED TO NAVD-88. 3. PROPOSED RESIDENCE DESIGN INFORMATION PROVIDED BY TEAM ARCHITECTURE INCORPORATED, FERNANDO R. PRIETO, AR 8840. 4. PROPOSED STRUCTURAL DESIGN INFORMATION PROVIDED BY CSM ENGINEERING, CHARLES A. DARDEN JR., P.E. # 76910. ATLANTIC OCEAN Nor ON rw 6 w F REVISIONS: No: DATE COMMENTS O a K 0 U Z yw LL H U w F I U Q w cF C LL N W N Q t-.0 O O ~ �Q LLI LLJ v o V Q >- M -Z OC O ILA, o Uy l � � � OiW0 o C) a z Z 00 �� 0. Li. UO V 1 Uj Uj w m J J i In w oor� W 110 w 00 N F �� 00 F °z } J (Y } LU Jc: o Z W Q N F N Q m0 O o m0 z r0 U m -o Z U c `o - > "� a�z 1r CD °u �w 00 Y � m mz N J U Q w Job Number: z F Drawn By: rss V) Date: 03-20-19 0 Sheet Number Z GRAPHIC SCALEof q 0' 10' 20' 40' o I REVISIONS: C No: DATE COMMENTS r Zz r J x� LD C1 J W WO OW Ee o W � W 2: 00 Z Z EAST - SEAWARD SIDE THE BOTTOM OF THE CONCRETE BEAM SHALL BE A MIN. OF 12" BELOW PORCH CEILINGS. PROVIDING 12" OF ADDITIONAL SHIELDING FOR RECESSED LIGHTING. TYPICAL AROUND PERIMETER OF PORCH. Li.— — — — — — — — — — — — — — — — — — — — --- BEACH PORCH II � II I r� r CABANA BATH STORAGE 1� ELEV GARAGE FOYER I l E - ENTRY PORCH — — — — — — — — — — — — — — — r------- -------- --= L_- — — — — — -_J ALL FIRST FLOOR WEST SIDE EXTERIOR LIGHTING WILL BE SHIELDED BY THE BUILDING. WEST - LANDWARD SIDE NON -HABITABLE FLOOR FIRST FLOOR LIGHTING PLAN EAST - SEAWARD SIDE TYPE'B' - WALL MOUNTED FIXTURE SEE SCHEDULE: AS PER'FWC' CERTIFIED LIGHTING GUIDELINES: • DIRECTED DOWNWARD. • MAXIMUM MOUNTING 8'-0" ABOVE THE FLOOR. • SHALL NOT BE USED ABOVE THE FIRST HABITABLE FLOOR. BATH #1 d 'I 41VIES, PORCH OCEAN PORCH GREAT ROOM ELEV POWDER ROOM I CLOSET CLOSET I I �© KITCHEN I ° I I � I BEDROOM #2 BATH #2 BEDROOM #1 ALL SECOND FLOOR WEST SIDE EXTERIOR LIGHTING WILL BE SHIELDED BY THE BUILDING. WEST - LANDWARD SIDE FIRST HABITABLE FLOOR SECOND FLOOR LIGHTING PLAN EAST - SEAWARD SIDE NO THIRD FLOOR EXTERIOR LIGHTING ON EAST SIDE OF BUILDING 1----------------------------I--i I— I I I I SUNRISE I I I ( PORCH I _rI I I I I I I I I I I I I I I I I � BEDROOM MASTER _ I I I I I I I I I I I I I I I I I I I I I I I /Z ELEV 10 MASTER BATH I I I I I I O z Z_ x� L IOC I �m � w z 0 O o x 0m x � o� Zz I J I pW zO I I I I I I I 1 I 1 I 1 1 MASTER CLOSET 1 i I I I I = I I I I I I I I I - I BATH #3 - "I- 6i I BEDROOM #3 I I I I I I SUNSET POR H I I L I—J I I L— — — — — — — — J ALL THIRD FLOOR WEST SIDE EXTERIOR LIGHTING WILL BE — SHIELDED BY THE BUILDING. WEST - LANDWARD SIDE THIRD FLOOR LIGHTING PLAN RAJ` G J`���� Gp0 `,vG®pGG 9J. � TYP. EAST SEAWARD 8" 4'-8" MAX. 4'-8" MIN. 10'-01, BOTTOM OF CONCRETE BEAM SHALL BE A MIN. OF 12" BELOW PORCH CEILINGS. PROVIDING 12" OF ADDITIONAL SHIELDING FOR RECESSED LIGHTS. TYPICAL AROUND PERIMETER OF ALL PORCHES. PORCH CEILING LIGHTING SHIELDING SCALE. 1/2" = P-0" LIGHT FIXTURE SCHEDULE: A RECESSED CEILING FIXTURE: LITON LIGHTING MODEL NO. LRLD621-TAM-LVR W/ WILDLIFE CERTIFIED BULB. WILDLIFE LIGHTING CERT. NO.2018-007. B WALL FIXTURE: LITON LIGHTING MODEL NO. WD1360-TAM-LVR W/ WILDLIFE CERTIFIED BULB. MOUNTED AT 7'-0" ABOVE FLOOR AT FIRST HABITABLE FLOOR ONLY. WILDLIFE LIGHTING CERT. NO. 2018-007. C WALL FIXTURE: THE COPPERSMITH 'ADAMS COLLECTION SCONCE' MODEL NO. AS-41-E-TLA W/ WILDLIFE CERTIFIED BULB. MOUNTED AT 7'-0" ABOVE FLOOR. WILDLIFE LIGHTING CERTIFICATION NO. 2017-008. D WALL FIXTURE: THE COPPERSMITH 'ADAMS COLLECTION SCONCE' MODEL NO. 13-WST-E-TLA W/ WILDLIFE CERTIFIED BULB. MOUNTED AT 7'-0" ABOVE FLOOR. WILDLIFE LIGHTING CERTIFICATION NO.2017-008. E PENDANT FIXTURE: THE COPPERSMITH 'ADAMS COLLECTION PENDANT' MODEL NO. AS-4I-TRTL W/ WILDLIFE CERTIFIED BULB. WILDLIFE LIGHTING CERTIFICATION NO.2017-008. Q� 0 0Nt` LJLI z0I u l MLQ WZ�o i c1cc�ZOLLI I I 4 `' o �• W O Q CC CO z wLn I I 00�D 00 N W Q L Ln Qj 00 �I c Ln li i O Q r s_ cn ) - �0 O tf o v rm Z v-0 ro • U c `0 Q o - 00 N M Y p N J Io � Ci�OC Zf Q CIALL / w Job Number: Drawn By: rss Date: 03-20-19 Sheet Number 2 of 2 11 WATER NG WAY (50' WIDE I) IV TER. -ENTRANCE ROAD S670192 "W 211.46' I COASTAL CONSTRUCTION CONTROL LINE 1988, PLAT 26A- BOOK 26, PAGE 26A-I BENCHMARK #1 SET NAIL/DISK 5102 EL=4.87 NAVD88 ICo m I m w N I� WATERSONG WAY " (30' WIDE PRIVATE R.O.W.) S65031'36"W I JII II � a a ¢ > W z z z z O O 0 0N N ----------------- N69"59'46'E 69.00' _ ----:'1 I _ I 1V 7, �778 896J 684 o' ml LOT 65 m 11 J II v W jw 0 0 ss EXIST. PVC FENCE WESTERLY LINE OF SEAGRAPES sj XSJ Q NI WESTERLY LINE OF DUNE GRASSES 2 IW Z1 ° , ' °' �v 565 31'3 W 127.00' 1_ S65 31'36"W 243.70 0 6.50 7.00 °3' s zz IZs l" 130 zj J.Z oz s.J s B iz------sz o z 413 EAR SETBACK 8.02 750 I .I 6 N� I V j/ 8 9 1p 11 1? 3�13 12 17 70 9 8 TRACTA j s U.G. LP N 6.76 6.5 7.00 / M + �� } 4 i Y.6 -e6-- -- ?J -- k- - -� --F'- k ---L ��'-'SF--- +----- ----k - - ----k ------- ----------��T- •i,--___x�.2 ° n .8 I .$ 7,8 72s 11.8 7J 1,j 1{6 Ip9 7ps $7 �, �_S65 3136 127.00 I I S65031'36"W 243.03' PROPOSED I3 PERGOLA k sj x s z �w Ss -:k ss PROPOSED RESIDENCE' NI LOT 67 3-STORY E01 SINGLE -FAMILY -INN F.F. = 0'-0" = 8.02 z w- COASTAL CONSTRUCTION ¢ CONTROL LINE 1977, PLAT z I z BOOK 19, PAGE 8A-G Q O W W :0 I\I 0 -----N70°52'S1"E 61.6T----------- JNR 6s E8770 96 . 8 09 OVERALL SITE PLAN CA GENERAL NOTES: 1. SEE SHEETS A-1 & A-2 FOR ALL INTERIOR & EXTERIOR DIMENSIONS. 2. SEE SHEETS F-1, F-1, F-3 FOR FOUNDATION & AUGER PILE DETAILS. 3. BEFORE SOD IS LAID, THE FINISH SITE GRADING SHALL BE INSPECTED BY THE GOVERNING WATER CONTROL DISTRICT &/OR SAINT LUCIE COUNTY AS APPLICABLE. 4. SITE GRADING SHALL DRAIN AS INDICATED ON SITE PLAN. 5. SIDE PROPERTY SLOPES SHALL NOT EXCEED A 4:1 SLOPE PER SAINT LUCIE COUNTY AS APPLICABLE. 6. DRIVEWAY TURNOUTS SHALL BE PER SAINT LUCIE COUNTY SPECIFICATIONS AS APPLICABLE. LAND CLEARING & FILL NOTES: 1. THERE ARE NO PLATTED PRESERVE AREAS ON SITE. 2. THE VACANT PARCEL HAS BEEN SURVEYED AND NO ENVIRONMENTALLY SENSITIVE OR ENDANGERED FLORA, FAUNA, OR WILDLIFE ARE ON SITE. 3. ENTIRE SITE PREVIOUSLY CLEARED AND SODDED. EXCAVATE ENTIRE PAD & DRIVE AREAS TO APPLICABLE PILE CAP ELEVATIONS. 4. PROOF ROLL BUILDING PAD AREA. 5. PROVIDE COMPACT CLEAN FILL IN 12" LIFTS AS REQ'D. 6. ALL LIFTS SHALL BE TESTED FOR COMPACTION, INCLUDING PROOF ROLLING, W/ (4) DENSITY TEST PER LIFT. 7. ALL COMPACTION SHALL INCLUDE PASSES W/ ROLLER AND AS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 8. PROVIDE PROCTOR FOR FILL MATERIAL. 9. ALL DENSITIES REQUIRE MIN. 98%AASHTO-T180. SITE SPECIFICATIONS: 1. COORDINATE W/ OWNER & SOILS REPORT FOR PROPER SITE PREPARATION & BUILDING PAD COMPACTION. 2. PROVIDE COMPACTION TESTS AND CONCRETE TESTS PER CODE. 3. PROVIDE TEMPORARY SANITARY, WATER AND ELECTRICAL SERVICES AS REQUIRED. 4. PROVIDE MAIL BOX PER SAINT LUCIE COUNTY REQUIREMENTS. 5. IRRIGATION SYSTEM TO CONNECT TO EXIST. RECLAIMED WATER SYSTEM IN REAR OF PROPERTY. 6. FPL, ATT, FIBER, & CABLE SERVICE AND CONNECTION FEES BY OWNER. PAVERS TO BE SELECTED BY OWNER. SAND -FILLED JOINTS. HOLD BULKHEAD DOWN 111. / LANDSCAPE J°. BULKHEAD, 3000 PSI GROUT IN PLACE. 1" MIN. COMPACTED STRUCTURAL LEVELING SAND. 12" MIN. COMPACTED SUB -GRADE TO 98% AASHTO-T180. 3 PAVER INSTALLATION DETAIL SITE DATA: PROPERTY ADDRESS: LOT 66, WATERSONG SOUTH P.U.D. ST. LUCIE COUNTY, FLORIDA 34987 P.C.N.: 2532-500-0080-000-9 LEGAL DESCRIPTION: ALL OF LOT 66, ACCORDING TO THE PLAT OF WATERSONG SOUTH P.U.D. PLAT NO. ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42, PAGE 34, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ZONING: PUD LOT SIZE: 5,080 S.F. (0.11 ACRES) STRUCTURE LOT COVERAGE: HOUSE FOOTPRINT = 2,080 S.F. = 40.9% SETBACKS: PROVIDED REQUIRED FRONT (WEST) 1 .1' 10.0' REAR (EAST) 41.3' 40.0' SIDE (NORTH) 6.06' 6.0' SIDE (SOUTH) 6.06' 6.0' SITE SQUARE FOOTAGE BREAKDOWN: DESCRIPTION ACRES SQ. FT. % TOTAL SITE: 0.11 5,080 100.0 PROPOSED SITE AREAS TOTAL IMPERVIOUS: 0.05 2,465 48.5 HOUSE FOOTPRINT: 2,080 40.9 PAVER DRIVEWAY/WALK: 385 7.6 TOTAL PERVIOUS: (OPEN AREAS) 0.06 2,615 51.5 SQUARE FOOTAGE BREAKDOWN 1 st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 908 S.F. GARAGE: 709 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 71 S.F. SUB -TOTAL 2,080 SY. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6 `Y° GARAGE: 700 S.F. 113 `X, COVERED PORCHES' 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. DATUM CONVERSION FACTOR 1. ALL ELEVATIONS REFERENCED TO NAVD-88. 2. THE CONVERSION FACTOR FROM NAVD-88 TO NGVD-27 IS 1.48 FEET. (NAVD-88 + 1.48' = NGVD-27) EXAMPLE: 15.52 NAVD-88 + 1.48' = 17.00 NGVD-27. I I I I 0 I U.E. I I I I I I tT a 1it,I 711 1 5.80 t l r T i. �; I III r, _ ��yy k 1 �hSir I� lr, i rn CCj11 Ed? BENCHMARK #1 SET NAIL/DISK 5102 EL=4.87 NAVD88 I C-1 N.T.S. C_1 I �� aSO 0 FINISH FLOOR ELEVATION NOTE PER 2017 FBC-RESIDENTIAL R322.2.1 1. BUILDINGS AND STRUCTURES IN FLOOD HAZARD AREAS, INCLUDING FLOOD HAZARD AREAS DESIGNATED AS COASTAL 'A' ZONES, SHALL HAVE THE LOWEST FLOORS ELEVATED TO OR ABOVE THE BASE FLOOD ELEVATION PLUS 1 FOOT, OR THE DESIGN FLOOD ELEVATION, WHICHEVER IS HIGHER. FLOOD ZONE'AE' BASE FLOOD ELEVATION = 7.0 NAVD MIN. FLOOR ELEVATION = 7.0 + 1.0 FOOT = 8.0 NAVD PROPOSED FINISHED FLOOR ELEVATION = 8.02 NAVD = OK I I I ------------ I59----------------kL1 -----------M sy '+- I SEASONAL HIGH WATER LINE-3j ELEVATION IS 5.34' NAVD 1988. - PRO IDE (2) 10" X 10" NOS BUBBLER BOXES k S AT Nq4 PROPERTY CORNERS W/ 6" 0 BLACK FLEXIBLE DRAINAGE PIPE MANIFOLD, CONNECTED TO ALL DOWNSPOUTS, TYPICAL BOTH SIDES. VERIFY W/ GUTTER COMPANY. -(3) 3"X4" DOWNSPOUTS ALONG NORTH WALL. TY�) TOTAL. S65°31'36' 7A0' 2 op< DS 6.50 0 DS a 'I 6.50 DS 7.00 PROPOSED " 8,02 RESIDENCE 3-STORY SINGLE-FAMILY T..... i. r.. ��. I �� CU CU CU �a DS DS 6.5 6 92 < 6. 7.50 6.92 0 o IT m I EXISTING 6 AT&T & COMCAST U G. SERVICEA $65031'3 127.00' Z.� I UTILITIES VERIFY W/ LOCAL SERVICE REP. EXISTING 300 A,120/240V,10 U.G.ELEC. ELECTRIC BOX SERVICE VERIFY W/ FPL REP. EXISTING k 6 1-1/2" WATER SERVICE. UTILITIES VERIFY W/ UTILITIES REP. PROVIDE (2) 10" X 10" NDS BUBBLER BOXES AT NW & SW PROPERTY CORNERS W/ 6" O S BLACK FLEXIBLE DRAINAGE PIPE MANIFOLD, 10' I CONNECTED TO ALL DOWNSPOUTS, TYPICAL U.E.I BOTH SIDES. VERIFY W/ GUTTER COMPANY, SITE PLAN ENLARGEMENT ff JUL 3 2019 Permitting Department St. Lucie County, FL REVISIONS: No: DATE COMMENTS Q2 06-19-19 BLDG. DEPT. R NJ I 0 ATLANTIC OCEAN W I Q � I 0' ZERO CONTOUR LINE [ ( MEAN HIGH WATER LINE -- j- 43 EL=0.52'NAVD88 1 4, O W o CIC LU CC O Ic O a uli Q L C) CC ao E ALL SITE IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT PREPARED BY CIVIL ENGINEER: DALLAS H. DURRANCE P.E. No., 17463 CUNNINGHAM & DURRANCE CONSULTING ENGINEERS, INC. f0' GE EG G GQ VuC'` pGC' A,61 6 1 1 I 1 1 1 I 1 1 1 I EIx - ------ 41.3SETBACK ' O� x 7.60 nl l Ei Iykl U.G. LP Z r----_\ 7.50 7.17 7. 1 �) dI �- -� 7.50 2 F- x / w 7.00 7.00 k 6 8 s 5..� 6-S - - I (3) 3"X4" DOWNSPOUTS 500 GAL. UNDERGROUND ALONG SOUTH WALL. LP GAS TANK. PROVIDE ; TYP. OF (6) TOTAL. SEPARATE PERMIT. I I kS> k6S k66 2 •6 SCALE.' 1" = 10'-0" k S 77 521 Job Number: Drawn By: rss Date: 03-20-19 Sheet Number C - 1 11 M WATER NG WAY (50' WIDE PRIV TE R.O.W. - ENTRANCE ROAD S67°19'2 "W 211.46 I COASTAL CONSTRUCTION CONTROL LINE 1988, PLAT 26A- BOOK 26, PAGE 26A-I BENCHMARK #1 SET NAIL/DISK 5102 EL=4.87 NAVD88 GENERAL NOTES: 1. SEE SHEETS A-1 & A-2 FOR ALL INTERIOR & EXTERIOR DIMENSIONS. 2. SEE SHEETS F-1, F-1, F-3 FOR FOUNDATION & AUGER PILE DETAILS. 3. BEFORE SOD IS LAID, THE FINISH SITE GRADING SHALL BE INSPECTED BY THE GOVERNING WATER CONTROL DISTRICT &/OR SAINT LUCIE COUNTY AS APPLICABLE. 4. SITE GRADING SHALL DRAIN AS INDICATED ON SITE PLAN. 5. SIDE PROPERTY SLOPES SHALL NOT EXCEED A 4:1 SLOPE PER SAINT LUCIE COUNTY AS APPLICABLE. 6. DRIVEWAY TURNOUTS SHALL BE PER SAINT LUCIE COUNTY SPECIFICATIONS AS APPLICABLE. LAND CLEARING & FILL NOTES: 1. THERE ARE NO PLATTED PRESERVE AREAS ON SITE. 2. THE VACANT PARCEL HAS BEEN SURVEYED AND NO ENVIRONMENTALLY SENSITIVE OR ENDANGERED FLORA, FAUNA, OR WILDLIFE ARE ON SITE. 3. ENTIRE SITE PREVIOUSLY CLEARED AND SODDED. EXCAVATE ENTIRE PAD & DRIVE AREAS TO APPLICABLE PILE CAP ELEVATIONS. 4. PROOF ROLL BUILDING PAD AREA. 5. PROVIDE COMPACT CLEAN FILL IN 12" LIFTS AS REQ'D. 6. ALL LIFTS SHALL BE TESTED FOR COMPACTION, INCLUDING PROOF ROLLING, W/ (4) DENSITY TEST PER LIFT. 7. ALL COMPACTION SHALL INCLUDE PASSES W/ ROLLER AND AS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 8. PROVIDE PROCTOR FOR FILL MATERIAL. 9. ALL DENSITIES REQUIRE MIN. 98% AASHTO-T180. SITE SPECIFICATIONS: 1. COORDINATE W/ OWNER & SOILS REPORT FOR PROPER SITE PREPARATION & BUILDING PAD COMPACTION. 2. PROVIDE COMPACTION TESTS AND CONCRETE TESTS PER CODE. 3. PROVIDE TEMPORARY SANITARY, WATER AND ELECTRICAL SERVICES AS REQUIRED. 4. PROVIDE MAIL BOX PER SAINT LUCIE COUNTY REQUIREMENTS. 5. IRRIGATION SYSTEM TO CONNECT TO EXIST. RECLAIMED WATER SYSTEM IN REAR OF PROPERTY. 6. FPL, ATT, FIBER, & CABLE SERVICE AND CONNECTION FEES BY OWNER. I I I I I x 49 910, I U.E. � - -1 30 4j Z I I I w 10' I cq A m i U.E. I IN w I I N I ITERSONG WAY (30' WIDE PRIVATE R.O.W.) S65031'36"W I +s4 OVERALL SITE PLAN C-1 PAVERS TO BE SELECTED BY OWNER. SAND -FILLED JOINTS. HOLD BULKHEAD DOWN 1". LANDSCAPE BULKHEAD, 3000 PSI GROUT IN PLACE. 1" MIN. COMPACTED STRUCTURAL LEVELING SAND. 12" MIN. COMPACTED SUB -GRADE TO 98% AASHTO-T180. PAVER INSTALLATION DETAIL C-1 N.T. SITE DATA: PROPERTY ADDRESS: LOT 66, WATERSONG SOUTH P.U.D. ST. LUCIE COUNTY, FLORIDA 34987 P.C.N.: 2532-500-0080-000-9 LEGAL DESCRIPTION: ALL OF LOT 66, ACCORDING TO THE PLAT OF WATERSONG SOUTH P.U.D. PLAT NO. ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42, PAGE 34, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ZONING: PUD LOT SIZE: 5,080 S.F. (0.11 ACRES) STRUCTURE LOT COVERAGE: HOUSE FOOTPRINT = 2,080 S.F. = 40.9% SETBACKS: PROVIDED REQUIRED FRONT (WEST) 10.1' 10.0' REAR (EAST) 41.3' 4b.0' SIDE (NORTH) 6.06' 60' SIDE (SOUTH) 6.06' &0, SITE SQUARE FOOTAGE BREAKDOWN: DESCRIPTION ACRES SO. FT. % TOTAL SITE: .11 5,086 100.6 PROPOSED SITE AREAS TOTAL IMPERVIOUS: 0.05 2,465 48.5 HOUSE FOOTPRINT: 2,080 40.9 PAVER DRIVEWAY/WALK: 385 7.6 TOTAL PERVIOUS: (OPEN AREAS) 0.06 2,615 51.5 SQUARE FOOTAGE BREAKDOWN 1 st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 908 S.F. GARAGE: 709 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 71 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5% COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. S65 BENCHMARK #1 SET NAIL/DISK 5102 EL=4.87 NAVD88 u u a w z 0 0 LOT 65 '36 W 127.00' w w Z O 0 -------------------- N69_59'46'_E 69A0'-- ----- I I N 6$„ 7 i f 8g6337ko w m � Q REVISIONS: � > > No: DATE COMMENTS 0 z 0z 0 b' m' I r� +sa s j * s,s EXIST. PVC FENCE WESTERLY LINE OF SEAGRAPES N' WESTERLY LINE OF DUNE GRASSES Iw z S65°31'36"W ---- - -------------- ____ ____Y 6.85 s '- - - --+ r � - -r?2 r�zs --��,j --��?o i2�,7.z 7oZ s, a-,� - +78---------------- >z sz s7 I _ \ wl41.3 4 EAR SETBACK v 7.77 7.36 I +' - 7.26 '.' s ) N > / 8 s 70 71 72 1373 7? 17 10 9 6 > a TRACT A U.G. LP r- v z it 6.85 1 I I 8 �. I ,. 1 as 71. 73 73 77. 7 70, 73 ? o 31 A 127.00 s s . a a Qy a 565°31'3 "W 243.03' PROPOSED I� PERGOLA +S> kaz �xL 3a +aa PROPOSED RESIDENCE 3p NI LOT 67 3-STORY SINGLE-FAMILY z: F.F. = 0'-0" = 7.77 z w- COASTAL CONSTRUCTION a a CONTROL LINE 1977, PLAT I > BOOK 19, PAGE 8A-G 0 0 0 11 0 ____-_______ � 'N70'S2'S1"E61.6T-`-'-------- _lv� 66., It 896;' 40 9 DATUM CONVERSION FACTOR 1. ALL ELEVATIONS REFERENCED TO NAVD-88. 2. THE CONVERSION FACTOR FROM NAVD-88 TO NGVD-27 IS 1.48 FEET. (NAVD-88 + 1.48' = NGVD-27) EXAMPLE: 15.52 NAVD-88 + 1.48' = 17.00 NGVD-27. ------------- SEASONAL HIGH WATER LINE ELEVATION IS 5.34' NAVD 1988. y 0 Z W h U W F I U I Q I I I LU L Q3 0 I � z I 0 0 ATLANTIC OCEAN N Q N Q lfl I '0' ZERO CONTOUR LINE [ ^ 0I MEAN HIGH WATER LINE -- j- Q3 EL=0.52'NAVD88 ] Q O O �D W��o3 O 'Z ZOO CC Q LA.. o �`_ Ln c LL O i► QLU0 a 4'z a Z Q 0� Sri 0 w 0 z w m ALL SITE IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT PREPARED BY CIVIL ENGINEER: DALLAS H. DURRANCE P.E. No., 17463 CUNNINGHAM & DURRANCE CONSULTING ENGINEERS, INC. J J Q I W � 00 W I O N LT I- Ln (D h F I I I I C .Inn V a - I I � I PROVIDE (2) 10" X 10" NOS BUBBLER BOXES t1 10, AT NW & SW PROPERTY CORNERS W/ 6" 0 0 U.E. I BLACK FLEXIBLE DRAINAGE PIPE MANIFOLD, CONNECTED TO ALL DOWNSPOUTS, TYPICAL L I I I BOTH SIDES. VERIFY W/ GUTTER COMPANY. I (3) 3"X4" DOWNSPOUTS 0 z ALONG NORTH WALL. 1 Q - - TYP. OF (6) TOTAL. S65031'36"W 127.00'--------------- FENN u��TWQ 1�t_rI. Ln 6.85 DS 6.85 DS DS 6.85 x L PROPOSED � RESIDENCE 6.44 3-STORY SINGLE-FAMILY F.F. = 0'-0" = 7.77 FF - --- n n cu "DS DS" '' u Boa V!/ o m EXISTING AT&T & COMCAST U.G. SERVICEA S65031'36"W 127.00' UTILITIES VERIFY W/ LOCAL SERVICE REP. EXISTING 300 A, 120/240V, 10 U.G. ELEC. ELECTRIC BOX SERVICE VERIFY W/ FPL REP. EXISTING 1-1/2" WATER SERVICE. UTILITIES VERIFY W/ UTILITIES REP. PROVIDE (2) 10" X 10" NOS BUBBLER BOXES AT NW & SW PROPERTY CORNERS W/ 6" 0 BLACK FLEXIBLE DRAINAGE PIPE MANIFOLD, 10, I CONNECTED TO ALL DOWNSPOUTS, TYPICAL U.E. 1, BOTH SIDES. VERIFY W/ GUTTER COMPANY. SITE PLAN ENLARGEMENT 41.3' I 0 o m 0 7,26 685 674 REAR SETBACK "` z U N D Z I.� c • U O W 7.36 o i ilk '� ROPOSSEAF All � d� Ilia N� � � u Nix _ �w °o aj U I A `r I 3i� U.G. LP rn J 7.26 6.85 6.74 I I x Q `\ 0LU Q F 6.85 cl,a o LL L 0 ------------- v^ i M z +Q (3) 3"X4" DOWNSPOUTS 500 GAL. UNDERGROUND ; W ALONG SOUTH WALL. LP GAS TANK. PROVIDE a TYP. OF (6) TOTAL. SEPARATE PERMIT. LU 0 tY IL I u! G Job Number: LD Drawn By: rss v) NOTHIS PE MIT Date: 03-20-19 ' CM Sheet Number Z �! C-1 0 SCALE. 7" = 70'-0" CR , CV—SP 2 I CES CG CE S—TF CES 2 SAT RJ ROCK 13 9 1 9 EXISTING FENCE 6 i E .a . ■ X 1111 CV—M FM PC nj 2 WALK 10 7 00 FM PERGOLA 33 PORCH CU PAVERHLOCK f___, SOD 17 t d 1 I BURF4ED LP LANK DRIVE 0 i I PC FM CV—P 10 18 3 i AC AC AC 7 a " i11, 6 OC mM� F %n CA—QE a A 0 RJ ROCK CES CR t SAT GC CES—TF CES 1 f 4 12 9 9 9 PLANT LIST TREE FORMS AND PALMS Code Name Quantity Scientific Name Common Name Planting Size CR 3 CLUSIA RUSEA LARGE LEAF CLUSIA 8' X 5' BB TREE FORM 42' CT CES 2 CONOCARPUS ERECTUS SERICEUS SILVER BUTTONWOOD 8' CT, 18' OA SHRUB FORMS & GROUNDCOVERS Code Name Quantity Scientific Name Common Name Planting Size CES 25 CONOCARPUS ERECTUS SERICEUS SILVER BUTTONWOOD 36' X 20' #7, 4' OC CG 18 CLUSIA GUITTIFERA 'SMALL LEAF' CLUSIA 42' X 3' #10, 4' OC CU 17 COCCOLOBA UVIFERA SEAGRAPE 42' X 3' #10, 4' OC CV-M 2 CODIAEUM VARIEGATUM 'MAGNIFICENT' MAGNIICENT CROTON 30' X 20' #7, 3' OC CV-P 3 CODIAEUM VARIEGATUM 'PETRA' PETRA CROTON 30' X 20' #7, 3' OC CV -Sp 2 CODIAEUM VARIEGATUM 'SLOPPY PAINTER' SLOPPY PAINTER CROTON 30' X 20' #7, 3' OC CA-QE 1 CRINUM AUGUSTUM 'QUEEN EMMA' PURPLE CRINUM 30' X 30' #10 FM 73 FICUS MICROCARPA GREEN ISLAND FICUS 10' X 15' #3, 18' OC PC 14 PENNISTUM CAPILLARIS PINK MUHLY GRASS 16' X 16' #3, 24' OC SAV 110 ISCHEFFLERA ARBORICOLA TRINETT VARIEGATED SCHEFFLERA 30' X 20' #3, 30' OC Code Name Quantity Scientific Name SOD 2,300 SQ. FT. ( EST.) FLORITAM SOD MULCH 4 CU. YDS, ( EST.) ENVIRO MULCH, DARK BROWN, FINE TEXTURED RJ ROCK 7 CU. YD (EST,) RIVER JACKS ROCK 1� XISTING DUNE VEGETATI❑N DO NOT DISTURB LANDSCAPE CONTRACTOR NOTES ALL PLANT MATERIAL SHALL BE FLORIDA #1 OR BETTER. PLANTS WILL BE INSPECTED BY THE LANDSCAPE ARCHITECT. THOSE PLANTS THAT DO NOT MEET THE SPECIFICATIONS IN SIZE OR GRADE WILL BE REJECTED. THE LANDSCAPE CONTRACTOR SHOULD HAVE A COMPE`CENT FOREMAN IDENTIFIED AT THE BEGINING OF THE JOB WHO WILL BE ON THE JOB THROUGHOUT THE INSTALLATION OF PLANTING. THIS PERSON SHALL BE RESPONSIBLE FOR DIRECTING THE CREW AND ANY SUBCONTRACTORS WORKING FOR THE LANDSCAPE CONTRACTOR AND SHALL ACT AS THE LANDSCAPE CONTRACTOR'S REPRESENTATIVE TO THE OWNER AND LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR SHALL LAY OUT AREAS TO BE PLANTED AND ARRANGE A MEETING WITH THE LANDSCAPE ARCHITECT FOR APPROVAL BEFORE PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATIONOF ALL AREAS TO RECEIVE PLANTS. ALL PLANTS, GRASSES AND WEEDS SHALL BE REMOVED BY HAND, ROTOTILLING OR BY SCRAPING. GROUND IS TO BE LEVELED AND WATERED IF DRY, FILL TREE AND PALM HOLES WITH WATER PRIOR TO PLANTING. IF WATER DOES NOT COMPLETELY DRAIN FROM HOLE WITHIN FOUR HOURS, CONTACT LANDSCAPE ARCHITECT FOR APPROVAL BEFORE PLANTING. PLANT HOLESARE TO BE 13ACKFILLED WITH A HOMOGENEOUS SOIL MIX CONSISTING OF 2 PARTS SANDY TOPSOIL, 2 PARTS PEAT MOSS AND I PART COW MANURE OR MILORGANITE. AGRIFORM 20-10-15 PLANTING TABLETS SHALL BE ADDED TO EACH PLANT HOLE ACCORDING TO THE MANUFACTURERS RECOMMENDED APPLICATION RATES. BACKFILL HALFWAY UP THE ROOTBALL, PLACE THE TABLETS BESIDE THE ROOTBALL ABOUT 1 INCH FROM THE ROOTB'S. DO NOT PLACE TABLET(S) IN BOTTOM OF HOLE. THE CONTRACTOR SHALL PROVIDE THE SPECIFIED MULCH. INSTALL 3" DEPTH OF SPECIFIED MULCH TO ALL AREAS INDICATED ON THE PLAN. THE MULCH SHALL BE INSTALLED AS SHOWN ON THE DETAILS TO ENSURE THAT IT IS NOT INSTALLED TOO CLOSE TO THE PLANT TRUNK OR STEM. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL PLANT MATERIAL SHALL BE ALIVE AND THRIVING FOR A PERIOD OF ONE YEAR FOLLOWING PLANTING. THE LANDSCAPE CONTRACTORSHALL REPLACE DEAD OR SICK PLANTS AT NO ADDITIONAL COST TO THE OWNER. SPREAD PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE FLAG GUYING WIRES WITH SURVEYOR TAPE x 20 LAYERS BURLA TEEL BANDING 0 0 RUBBER HOSE 1" DIA. U LANDSCAPE TIMBER r BRACE W/ 2X4 LU PAD. 3 REQ. GUYING WIRES 2 STRAND TWIST 120 APART 12 GUAGE WIRE v Z 2" DEPTH MULCH FORMUj FORM SAUCER R MULCH d = 3" CONTINUOUS R 3 2"X4"X24" PRESS TREATED SAUCER V) 4" TREE WELL STAKES - TOP OF STAKE _ 6" ABOVE GROUND SPECIFIED PLANTING MIX--Y=, — _ '`' '- I I—� —III — �, I —III —_—III SPECIFIED PLANTIP WATER & TAMP TO -III-I :;::;''` _ —III—III -I I_I _ "`_ I -III 2'-2X4 STAKE MIX. WATER & T: REMOVE AIR POCKETS —III _III —III— —III=—I _ —I 1— PER BRACE TO REMOVE AIR -III III-III-III-III-1 1- POCKETS I I —I I El V, I —III —III —III —III —III= PLANTING SOIL MIXTURE NOTE: I=1I_II--III=III ;III ;1 I I-III-III-III-III-1 I I, ; STAKING AS REQUIRED I 2 X BALL DIA. LANDSCAPE LIGHTING LEGEND QUANT. SYM DESCRIPTION 11 O PATH LIGHT LARGE CHINA HAT PATH LIGHT VINTAGE BRASS FP18C9 AMBER 590/1500K 3 WATT, 18" HT. MANUFACTURER: COASTAL SOURCE, LCC WILDLIFE CERTIFICATI❑N NUMBER: 2014-029 NOTD THE INTENT OF THIS PLAN AND LIGHTING INFORMATION IS ONLY TO SPECIFY THE TYPE OF FIXTURES AND THEIR LOCATION SO THAT THEY FIT PROPERLY INTO THE LANDSCAPE. IT SHALL BE THE ELECTRICIAN'S SOLE RESPONSIBILITY TO PROVIDE AND INSTALL THE ABOVE EQUIPMENT AND NECESSARY TRANSFORMERS, WIRING AND JUNCTION BOXES ACCORDING TO ALL CURRENT ELECTRICAL CODES. THE LANDSCAPE ARCHITECT WILL BE AVAILABLE TO REVIEW OR FLAG THE LOCATION OF THE FIXTURES AFTER THE LARGE TREES AND PALMS ARE PLANTED AT THE REQUEST OF THE OWNER OR GENERAL CONTRACTOR, ALTHOUGH THE PATH LIGHTS AND UPLIGHTS ARE LOW VOLTAGE THE USE OF CONDUIT IS RECOMMENDED TO LESSEN DAMAGE DUE TO LANDSCAPE AND IRRIGATION MAINTENANCE. REV: 1/23/19 DATE: 1/9/19 SCALE: 1/8" = V LANDSCAPE PLAN HERNANDEZ RESIDENCE 5008 WATERSONG WAY, LOT 66, FORT PIERCE, FLORIDA 34949 DANIEL J. SUGG, LANDSCAPE ARCHITECT POST OFFICE BOX 335, JENSEN BEACH, FLORIDA 34958 772.-334-3060 danlandarch@gmail.com TREE PLANTING SCALE: NOT TO SCALE PALM PLANTING SHRUB PLANTING SCALE: NOT TO SCALE GENERAL NOTES 1. CONSTRUCTION SHALL FOLLOW 2017 EDITION OF THE "FLORIDA BUILDING CODE" AS ADOPTED BY ST. LUCIE COUNTY AS APPLICABLE AND ALL APPLICABLE AMENDMENTS, AS APPLIES TO A TYPE V CONSTRUCTION. 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 3. THE BUILDER MAY SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE AND APPROVAL BY THE OWNER. ITEMS WHICH WHEN SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL. 4. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED ON THE DRAWINGS OR NOT. ALL CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS TO BE PROPERLY LICENSED AND INSURED AS REQUIRED BY LAW BEFORE PERFORMING ANY WORK ON THE PROJECT. 5. CONTRACTOR SHALL COORDINATE ALL THE WORK OF ALL TRADES INVOLVED. 6. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 7. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF ALL GLASS, FLOORS, CABINETS, FIXTURES, ETC. SO BUILDING IS CLEAN AND READY FOR OCCUPANCY. 8. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN A SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE OWNER UPON COMPLETION OF THE CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. ACTUAL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. 10. THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS ETC. SHALL VERIFY ALL DIMENSIONS, PLANS, SPECIFICATIONS, CONDITIONS AT JOBSITES, & EXISITNG CONDITIONS ETC. AND SHALL NOTIFY ARCHITECT/DESIGNER OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF ANY WORK. 11. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS REQUIRED PER APPLICABLE CODE. 12. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MFR'5 RECOMMENDATIONS AND SPECS. 13. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER AND OWNER FOR APPROVAL. 14. CABINET SUPPLIER SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION OF CABINETRY OR MILLWORK. 15. WINDOW AND DOOR SIZES SHOWN ARE NOMINAL. VERIFY REQ'D. ACTUAL & ROUGH OPENING DIMENSIONS IN FIELD BEFORE FRAMING OR FORMING OPENINGS. 16. WINDOW & DOOR SUPPLIER SHALL FIELD VERIFY ALL OPENING DIMENSIONS PRIOR TO ANY FABRICATION. 17. WINDOW & DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER & OWNER FOR APPROVAL. WINDOW & DOOR SUPPLIER/MFR. SHALL PROVIDE WIND LOAD CERTIFICATIONS ON ALL EXTERIOR WINDOWS & DOORS. 18. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER-STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE STATE OF FLORIDA ENERGY CODE, PRESSURE RATINGS, IMPACT APPROVAL. 19. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH AND 24" IN HEIGHT AND 5.0 SQ. FT. IN AREA MIN. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. LATCH AT 54" A.F.F. MAX. 20. USE T BEAD OR METAL CORNER BEAD AT ALL LOCATIONS WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. 21, ALL BATHROOM FLOORS AND BASES SHALL CONSIST OF APPROVED IMPERVIOUS MATERIALS. 22. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. A. CONCRETE PILES. B. STEEL REINFORCEMENT PLACEMENT. C. HOLLOW CORE FLOOR SLABS. D. WOOD ROOF TRUSSES. E. ROOFING MATERIALS. F. DOORS. G. WINDOWS, H. HARDWARE. I. APPLIANCES. J. PLUMBING FIXTURES. K. ELECTRICAL FIXTURES & EQUIPMENT. L. HVAC EQUIPMENT: M. ELEVATOR EQUIPMENT. N. FLOORING MATERIALS. 0. CABINETRY. P. STAIRS. Q. RAILINGS. R. FIRE SPRINKLERS. STUCCO NOTES: 1. ALL WORK SHALL BE AS SHOWN PER DRAWINGS. 2. PROTECT WINDOWS, DOORS, SLABS, OR OTHER SURFACES AS REQUIRED, PRIOR TO BEGINNING WORK. 3. USE BONDING AGENT AS REQUIRED FOR PROPER ADHESION TO MASONRY. 4. ALL WORK INCLUDING BANDS, OUTSIDE CORNERS, WINDOW & DOOR RETURNS, COLUMNS, & BEAMS THAT RECEIVE STUCCO, SHALL BE ADJUSTED AS REQUIRED TO ENSURE SQUARE, PLUMB, AND LEVEL LINES. 5. STUCCO SHALL EXTEND A MIN. OF 6" BELOW FINAL GRADE. 6. PROVIDE ROOF VENTS PER PLANS. 7. PROVIDE EXPANSION JOINTS AT AREAS WHERE PLYWOOD SHEATHING MEETS MASONRY AND PORCH SOFFITS AS REQ'D. BY CODE &/OR PER PLANS. PAINTING NOTES: 1. ALL WINDOWS, DOORS, OR ADJACENT SURFACES SHALL BE PROTECTED/COVERED PRIOR TO PAINTING AS REQUIRED. 2. STUCCO WALLS / BANDS: APPLY TWO (2) COATS EXTERIOR PRIMER COATING / HOT PRIMER TINTED AND ONE (1) FINISH COAT EXTERIOR GRADE MASONRY SATIN FINISH COAT. 3. FASCIA: ONE (1) COAT WATER -BASED EXTERIOR PRIMER AND TWO (2) COATS EXTERIOR LATEX SEMI -GLOSS FINISH COATS. ALL COUNTERSUNK NAILS OR OTHER DEFECTS TO BE FILLED AND SANDED PRIOR TO FIRST FINISH COAT. 4. ALL JOINTS BETWEEN STUCCO & DOORS/WINDOWS SHALL BE THOROUGHLY CAULKED WITH POLYURETHANE SEALANT. 5. GARAGE OVERHEAD DOORS SHALL REMAIN FACTORY FINISH. 6. EXTERIOR FIBERGLASS DOORS WITH WOOD FRAMES: LIGHTLY SAND ALL SURFACES, PRIME ALL WOOD W/ (1) COAT PRIMER, (2) COATS SEMI -GLOSS PAINT, 7, INT. DRYWALL: SHALL RECEIVE SPRAYED -ON, SELF -LEVELING HIGH -BUILD PRIMER & TWO (2) FINISH COATS LATEX PAINT. 8. INTERIOR DOORS, CASINGS, & MILLWORK: PREP TO INCLUDE PATCHING OF ALL NAIL HOLES/DEFECTS, SANDING SMOOTH, AND CAULKING ALL JOINTS AS REQUIRED. 9. INTERIOR DOORS, CASINGS, & MILLWORK: PRIME ALL WOOD (UNLESS DELIVERED PRE -PRIMED) WITH ONE (1) COAT LATEX PRIMER AND TWO (2) COATS INTERIOR LATEX SEMI -GLOSS FINISH COATS. 10. ALL INTERIOR & EXTERIOR COLOR CHOICES AND FINISHES SHALL BE APPROVED BY OWNER. ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CLG. HT. REMARKS w m O cc CD Z H p w pw 0 ~ OO Z 3: JO H w O X 0- w ZX Z Z = F- O (A V)r 3N p O w Z O Z0-w 101 GARAGE • • 1 4 1 4 4 • 10'-0" 102 FOYER • • 1 1 1 1 • 10'-0" 103 STAIR • • 1 1 1 1 • 1 VARIES 104 HALL • • 1 1 1 1 • 10'-0" 105 CLOSET • • 1 1 1 1 • VARIES 106 LAUNDRY CLOSET • • 1 1 1 1 • 10'-0" 107 STORAGE • • 1 1 1 1 • 10'-0" 108 CABANA BATH • • 2 3 2 3 2 2 3 • 10'-0" CEMENT BOARD @ SHOWER 201 BEDROOM #1 • 1 1 1 1 • 11'-0" 202 BATH #1 • • 2 3 2 3 2 2 3 • 11'-0" CEMENT BOARD @ SHOWER 203 CLOSET • 1 1 1 1 • 11'-0" 204 BATH #2 • • 2 2 3 Z 3 2 3 • 11'-0" CEMENT BOARD @ SHOWER 205 CLOSET • 1 1 1 1 • 10'-0" 206 BEDROOM #2 • 1 1 1 1 • 10'-0"/11'-0" 207 POWDER ROOM • 2 2 2 2 • 10'-01. 208 HALL • 1 1 1 1 • 11'-0" 209 STAIR • • 1 1 1 1 • VARIES 210 KITCHEN • 1 1 1 1 • 11'-0" 211 GREAT ROOM • 1 1 1 1 • 11'-0" 301 BEDROOM #3 • 1 1 1 1 • 10'-0" 302 BATH #3 • • 2 3 2 3 2 2 3 • 10'-0" CEMENT BOARD @ SHOWER 303 CLOSET • 1 1 1 1 • 10'-0" 304 MASTER CLOSET • 1 1 1 1 • 10'-0" 305 MECH. CLOSET • 2 2 2 2 • 10'-0" 306 STAIR • • 1 1 1 1 • 13'-4" 307 HALL • 1 1 1 1 • 13'-4" 308 WATER CLOSET • • 2 1 2 1 2 1 2 • 10'-0" 309 SHOWER • • - 3 - 3 • 10'-0" CEMENT BOARD @ SHOWER 310 MASTER BATHROOM • • 2 2 2 2 • 10'-0" 311 MASTER BEDROOM • • 1 1 1 1 • 13'-4" WALL FINISH LEGEND / NOTES: 1. TYPICAL DRYWALL, PAINTED, VERIFY FINISH/TEXTURE W/ OWNER. 2. MOISTURE RESISTANT DRYWALL, PAINTED, VERIFY FINISH/TEXTURE W/ OWNER. 3. TUB/SHOWER: TYP. FULL HEIGHT TILE OVER 1/2" CEMENT BACKER BOARD. 4. CMU W/ 1/4" STUCCO SKIM COAT, PAINTED, VERIFY FINISH/TEXTURE W/ OWNER. 3-STORY ELEVATOR: CONFIRM SHAFT SIZE & REQ'S. W/ MFR. PROVIDE ALLOWANCE & SUBMITTALS FOR APPROVAL. STAIR, HANDRAIL, & GUARD PACKAGE BY OTHERS, SEE SHOP DRAWINGS FOR DETAILS. SEE DESIGN REQ'S. NOTES ON SHEET'A-1'. WINDER TREADS W/ A MIN. DEPTH OF 6" & A 10" DEPTH AT 12" WALKLINE, PER 2017 FBC-RIR311.7.5.2-1. LINE O ROOF O MATCH LINE MATCH LINE MATCH LI E q HOTTUB c o BEACH PORCH (BY OWNER) o m m OUTDOOR SHOWER HB LP o N - -- -- t1 11 O ll CABANA �" BATH 108 tl ll D o 19'-10" 6'-0" N tt � ll 3 1/2" (R-11) BATT. INSUL. FULL HT. STORAGE TYP. ALL WALLS. N ll PORTABLE 11 GENERATOR o 1 l I 11 t t CU-3 l t "v ll OUTLET B O 0 t 1 ao 11 Il It O 1-HOUR FIRE BARRIER 5/8" GYP. BD. TYPE 'X. CU-2 BOTH SIDES. ll It It R D I Il II �. 11 Il _ ELEV 11 ll t it LAUNDRY 20-MINUTE RATED CU-1 W I O - 106 DOOR, SELF CLOSING. - Ly---- HB 3 AHU ABOVE I it O m L - - - - J CONC. STEPS W/ l (2) 7" RISERS & CLOSET HALL ELEVATOR EQUIP. Q (1)12" TREAD 105 104 o MOUNT ABOVE FLOOD ELEV. = 7.0. 4 tl N 4'-0" T-8„ FV c 6" (R-19) BATT. l I INSUL. FULL HT. d R t l THIS WALL. STAIR ll l l L i 1-HOUR FIRE BARRIERit 103 l t 5/8" GYP. BD. TYPE'X'. I I BOTH SIDES. i I q I t n TYP. 4" WALL STEPPED UNDER STAIR TREADS. GARAGE 101 ❑ 6.69 FV I1 v Il 1i T-8" 18'-2" 11 �^ tt ll tl o tl 0 io ll 6.61 2 Q FV FOYER ll 102 it u � 11 o Il Il i ll ELEC. tl PANEL 'A' ll q li ELEC. ELEC. PANEL'B' METER Q E54 FV v 8' 4„ l O HBMR co O W d ENTRY PORCH - Q N I I Vn I GARAGE DOOR - - _J 1'-4" 6-4" 1'-4" 8" 16'-10" V-4" INCLUDE FLOOI F ENTRY PORCH 9-0" 18'-10" SEE NOTES THI! OVERHANG. 27'-10" Q CONE STEPS W/ (3) 61/4" RISERS & (412" TREADS. :A- FIRST FLOOR PLAN I SCALESCALE.7 T-Y II II Jill Jill Jill Jill PERGOLA Jill Jill Jill co Jill Jill Jill Jill Jill Jill Jill Jill 41t10 __________ UU UU T-Y M W= I MI M MATCH LINE MATCH LINE MATCH LINE 2 PERGOLA FLOOR PLAN A-1 1 SCALE. • 1/4" = 7'-0" 1" FIRE RISER, REFER TO FIRE SPRINKLER DRAWINGS FOR COMPLETE DETAILS. TANKLESS WH #1 (LP) TANKLESS WH #2 (LP) TANKLESS WH #3 (LP) WALL FLOOD VENTS, TYP. OF (4) THIS WALL. SEE NOTES THIS SHEET. REQ'D. TO 1 VENT OPTION. SHEET. RECEI Ei/ JUL 3 201,q Permitting Department 't County, FL STAIRS, GUARDS, RAILINGS NOTES: 1. STAIRS, GUARDS, RAILINGS DESIGNS SHALL MEET ALL APPLICABLE CODES PER 2017 FBC, INCLUDING FBC-R R311.7 & R312.1. PROVIDE SHOP DRAWINGS FOR REVIEW & APPROVAL. 2. GUARDS SHALL BE PROVIDED AT A MIN. 36" H. 3. HANDRAILS SHALL BE PROVIDED: A. TYPE '1' GRASPABLE (DEF. R311.7.8.3). B. HEIGHT BETWEEN 34" & 38". C. MIN. ONE (1) SIDE (BOTH SIDES OPTIONAL). 4. PER 2017 FBC 1607.8.1.1 HANDRAILS & GUARDS: A. SHALL RESIST A CONCENTRATED LOAD OF 200 LBS. 5. PER 2017 FBC 1607.8.1.2 INTERMEDIATE RAILS/BALUSTERS: A. SHALL RESIST A CONCENTRATED LOAD OF 50 LBS, ENERGY CONSERVATION NOTES: 1. RESIDENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2017 FBC - ENERGY CONSERVATION CODE. 2. ATTIC ACCESS SCUTTLES OR HATCHES SHALL BE WEATHER STRIPPED & INSULATED AS PER 2017 FBC-EC R402.2.4. 3. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH 2O17 FBC-R R402.4.1 THRU R402.4.5 4. A BUILDING AIR LEAKAGE TEST SHALL BE PERFORMED AS PER 2017 FBC-EC R402.4.1.2, i.e. BLOWER DOOR TEST. 5. WINDOWS, SKYLIGHTS, & SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQ. FT., AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQ. FT. AND MUST BE TESTED, LISTED, AND LABELED AS PER 2017 FBC-EC R402.4.3. 6. CONCTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPQ DISPLAY CARD AS PER 2017 FBC-EC R401.3.. INTERIOR DOOR NOTE: 1. PROVIDE 5" DOOR RETURNS TYPICAL, MIN. 4" RETURN REQUIRED. 2. DOORS AT THE END OF HALLWAYS OR IN RECESSES/NICHES SHALL BE CENTERED IN THE SPACE WHEN POSSIBLE. WINDOW/GLASS NOTES: 1. ALL WINDOWS & DOORS SHALL BE IMPACT -RATED. 2. ALL WINDOWS ABOVE 1st FLOOR SHALL HAVE OPENING -LIMITING DEVICES. 3. ALL INTERIOR GLASS SHOWER DOORS & ENCLOSURES TO BE SAFETY GLASS. BREAKAWAY WALL NOTES: 1. NO PIPING, CONDUITS, WIRING, FIXTURES, OR DEVICES SHALL BE RUN IN, THRU, ACROSS, IN FRONT OF, OR BE MOUNTED ON BREAKAWAY WALLS. 2. REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR LOCATIONS. 3. REFER TO FEMA TECHNICAL BULLETIN #9, FOR FURTHER DETAILS. FLOOD VENT NOTES: 1. THREE (4) WALL FLOOD VENTS IN GARAGE WHERE SHOWN: A. MFR.: SMART VENT MODEL: 1540-510 SIZE: 16" X 8" B. FLOOD COVERAGE = 200 S.F. EA. C. REFER TO MFR. SPECIFICATIONS FOR INSTALLATION REQ'S. 2. GARAGE DOOR REQUIRED TO INCLUDE FLOOD VENT OPTION. A. PER MFR. INFORMATION: (72) SLOTS X 1/4" W. X 5" L. = 90 SQ, IN. B. FLOOD COVERAGE = 90 S.F. PER 2017 FBC R322.2.2.2.2 3. CALCULATION: A. ENCLOSED AREA (GARAGE) BELOW FLOOD PLAIN = 709 S.F. B. FLOOD COVERAGE PROVIDED: 1. (4) WALL FLOOD VENTS @ 200 S.F. EACH = 800 S.F. 2. GARAGE DOOR VENT = 90 S.F. 3. TOTAL ALLOWABLE AREA = 890 S.F. RESULT: 709 S.F. REQ'D. W/ 890 S.F. PROVIDED (890 > 709) = OK WEB FOR I COMPOANCP COpE CIE C011NT" St. LU BOCC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM WEATHERING: NEGLIGBLE TERMITE: VERY HEAVY FLAME -SPREAD & SMOKE -DEVELOPED INDEX ALLOWABLE INDEXES PER 2014 FBC R302.9 & R302.10, TESTED PER ASTM E84 & UL 723: INTERIOR WALL & CEILING FINISHES: FLAME -SPREAD INDEX: 5 200 SMOKE -DEVELOPED INDEX: 5 450 INSULATION: FLAME -SPREAD INDEX: 5 25 SMOKE -DEVELOPED INDEX: 5 450 FIRE PROTECTION NOTE: THIS RESIDENCE SHALL BE PROTECTED WITH A COMPLETE FUNCTIONING FIRE SPRINKLER SYSTEM COMPLYING WITH REQUIREMENTS OF NFPA 13-R AND ST. LUCIE COUNTY FIRE DEPT. REQUIREMENTS PROVIDE SHOP DRAWINGS FOR REVIEW, SEPARATE FIRE DEPARTMENT PERMIT REQUIRED. SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 908 S.F. GARAGE: 709 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 71 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5 % COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. 6 W REVISIONS: < No: DATE COMMENTS 0 Q2 06-19-19 BLDG. DEPT. REV. 0. 0 U w h U ul H I U Q Q W 0 LL W m J J I vi IL u � W IL 00 NI Q Ln 0 00 O F C Ln I } LL } 0 V) Z O ^ y_ O N W F N 0 �a L O 0 m0 mU v oZ U c o- • j L.L >O - 9 W 00 v F N Y - rn m I N J J Q O Q/ F_ f`LIU111 H l CO LL �9 z w a 'LU w 0 �... a uJ Job Number: Drawn By: rss Date: 03-20-19 Sheet Number Z GENERAL NOTES 1. CONSTRUCTION SHALL FOLLOW 2017 EDITION OF THE 12. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL "FLORIDA BUILDING CODE" AS ADOPTED BY ST. LUCIE COUNTY BE INSTALLED PER MFR'S RECOMMENDATIONS AND SPECS. AS APPLICABLE AND ALL APPLICABLE AMENDMENTS, AS 13. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO APPLIES TO A TYPE V CONSTRUCTION. THE BUILDER AND OWNER FOR APPROVAL. 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH 14. CABINET SUPPLIER SHALL FIELD VERIFY ALL DIMENSIONS PRIOR THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF TO ANY FABRICATION OF CABINETRY OR MILLWORK. THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING 15. WINDOW AND DOOR SIZES SHOWN ARE NOMINAL. VERIFY CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE REQ'D. ACTUAL & ROUGH OPENING DIMENSIONS IN FIELD WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE BEFORE FRAMING OR FORMING OPENINGS. SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 16. WINDOW & DOOR SUPPLIER SHALL FIELD VERIFY ALL 3. THE BUILDER MAY SUBSTITUTE ITEMS WHICH THEY OPENING DIMENSIONS PRIOR TO ANY FABRICATION. BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE 17. WINDOW & DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS AND APPROVAL BY THE OWNER. ITEMS WHICH WHEN TO THE BUILDER & OWNER FOR APPROVAL. WINDOW SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING & DOOR SUPPLIER/MFR. SHALL PROVIDE WIND LOAD OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL. CERTIFICATIONS ON ALL EXTERIOR WINDOWS & DOORS. 4. ALL WORK BY ALL TRADES TO BE COMPLETED IN 18. ALL WINDOWS AND DOORS SHALL BE CAULKED AND ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, WEATHER-STRIPPED. WINDOW UNITS SHALL DISPLAY STANDARDS OR RESTRICTIONS, WHETHER INDICATED LABELS SHOWING COMPLIANCE WITH THE STATE OF FLORIDA ON THE DRAWINGS OR NOT. ALL CONTRACTORS, ENERGY CODE, PRESSURE RATINGS, IMPACT APPROVAL, SUBCONTRACTORS, AND SUPPLIERS TO BE PROPERLY 19 EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE LICENSED AND INSURED AS REQUIRED BY LAW BEFORE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL PERFORMING ANY WORK ON THE PROJECT. PROVIDE A CLEAR OPENING OF NOT LESS THAN 20" IN 5. CONTRACTOR SHALL COORDINATE ALL THE WORK WIDTH AND 24" IN HEIGHT AND 5.0 SQ. FT. IN AREA MIN. OF ALL TRADES INVOLVED. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. LATCH AT 54" A.F.F. MAX. 6. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS 20, USE'Y BEAD OR METAL CORNER BEAD AT ALL LOCATIONS DURING CONSTRUCTION. WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. 7. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF 21. ALL BATHROOM FLOORS AND BASES SHALL CONSIST ALL GLASS, FLOORS, CABINETS, FIXTURES, ETC. SO OF APPROVED IMPERVIOUS MATERIALS. BUILDING IS CLEAN AND READY FOR OCCUPANCY. 22. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS 8. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, AS REQUIRED BELOW. INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN A A CONCRETE PILES. B. STEEL REINFORCEMENT PLACEMENT. SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE C. HOLLOW CORE FLOOR SLABS. OWNER UPON COMPLETION OF THE CONSTRUCTION. D. WOOD ROOF TRUSSES. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS E. ROOFING MATERIALS. AT 10BSITE PRIOR TO STARTING ANY WORK AND NOTIFY F. DOORS. ARCHITECT IN WRITING IMMEDIATELY OR THE CONTRACTOR G. WINDOWS. SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS H. HARDWARE. OR OMISSIONS. DO NOT SCALE DRAWINGS. ACTUAL I. APPLIANCES. J. PLUMBING FIXTURES. DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. K. ELECTRICAL FIXTURES & EQUIPMENT. 10. THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS ETC. L. HVAC EQUIPMENT. SHALL VERIFY ALL DIMENSIONS, PLANS, SPECIFICATIONS, M. ELEVATOR EQUIPMENT. CONDITIONS AT JOBSITES, & EXISITNG CONDITIONS ETC. N. FLOORING MATERIALS. AND SHALL NOTIFY ARCHITECT/DESIGNER OF ANY 0. CABINETRY. DISCREPANCIES PRIOR TO THE EXECUTION OF ANY WORK. P. STAIRS. Q. RAILINGS. 11, ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, R. FIRE SPRINKLERS. OR STEEL SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS REQUIRED PER APPLICABLE CODE. STUCCO NOTES: 1. ALL WORK SHALL BE AS SHOWN PER DRAWINGS. 2. PROTECT WINDOWS, DOORS, SLABS, OR OTHER SURFACES AS REQUIRED, PRIOR TO BEGINNING WORK. 3. USE BONDING AGENT AS REQUIRED FOR PROPER ADHESION TO MASONRY. 4. ALL WORK INCLUDING BANDS, OUTSIDE CORNERS, WINDOW & DOOR RETURNS, COLUMNS, & BEAMS THAT RECEIVE STUCCO, SHALL BE ADJUSTED AS REQUIRED TO ENSURE SQUARE, PLUMB, AND LEVEL LINES. 5. STUCCO SHALL EXTEND A MIN. OF 6" BELOW FINAL GRADE. 6. PROVIDE ROOF VENTS PER PLANS. 7. PROVIDE EXPANSION JOINTS AT AREAS WHERE PLYWOOD SHEATHING MEETS MASONRY AND PORCH SOFFITS AS REQ'D. BY CODE WOR PER PLANS. PAINTING NOTES: 1. ALL WINDOWS, DOORS, OR ADJACENT SURFACES SHALL BE PROTECTED/COVERED PRIOR TO PAINTING AS REQUIRED. 2. STUCCO WALLS / BANDS: APPLY TWO (2) COATS EXTERIOR PRIMER COATING / HOT PRIMER TINTED AND ONE (1) FINISH COAT EXTERIOR GRADE MASONRY SATIN FINISH COAT. 3. FASCIA: ONE (1) COAT WATER -BASED EXTERIOR PRIMER AND TWO (2) COATS EXTERIOR LATEX SEMI -GLOSS FINISH COATS. ALL COUNTERSUNK NAILS OR OTHER DEFECTS TO BE FILLED AND SANDED PRIOR TO FIRST FINISH COAT. 4. ALL JOINTS BETWEEN STUCCO & DOORS/WINDOWS SHALL BE THOROUGHLY CAULKED WITH POLYURETHANE SEALANT, 5. GARAGE OVERHEAD DOORS SHALL REMAIN FACTORY FINISH, 6. EXTERIOR FIBERGLASS DOORS WITH WOOD FRAMES: LIGHTLY SAND ALL SURFACES, PRIME ALL WOOD W/ (1) COAT PRIMER, (2) COATS SEMI -GLOSS PAINT. 7. INT. DRYWALL: SHALL RECEIVE SPRAYED -ON, SELF -LEVELING HIGH -BUILD PRIMER & TWO (2) FINISH COATS LATEX PAINT. 8. INTERIOR DOORS, CASINGS, & MILLWORK: PREP TO INCLUDE PATCHING OF ALL NAIL HOLES/DEFECTS, SANDING SMOOTH, AND CAULKING ALL JOINTS AS REQUIRED. 9. INTERIOR DOORS, CASINGS, & MILLWORK: PRIME ALL WOOD (UNLESS DELIVERED PRE -PRIMED) WITH ONE (1) COAT LATEX PRIMER AND TWO (2) COATS INTERIOR LATEX SEMI -GLOSS FINISH COATS. 10. ALL INTERIOR & EXTERIOR COLOR CHOICES AND FINISHES SHALL BE APPROVED BY OWNER. ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CLG. HT. REMARKS w m z O Z 1= O U a Lu O O W a Q U zO O Z OaO 1- w O U x w z� z Z z = F- O to I- w __ v LU p Q m Z) z O Y U z 101 GARAGE •1 • 1 1 4 1 4 4 • 11 10'-0" 102 FOYER 1•1 1 1 1 1 • 10'-0" 103 STAIR • • 1 1 1 1 • VARIES 104 HALL 1• 1 1 1 1 • 10'-0" 105 CLOSET • • 1 1 1 1 • VARIES 106 LAUNDRY CLOSET • • 1 1 1 1 • 10'-0" 107 STORAGE • • 1 1 1 1 • 10'-0" 108 CABANA BATH • • 2 3 2 3 2 2 3 • 10'-0" CEMENT BOARD @ SHOWER 201 BEDROOM #1 • 1 1 1 1 • 11'-0" 202 BATH #1 • • 2 3 2 3 2 2 3 • 11'-0" CEMENT BOARD @ SHOWER 203 CLOSET • 1 1 1 1 • 11'-0" 204 BATH #2 • • 2 2 3 2 3 2 3 • 11'-0" CEMENT BOARD @ SHOWER 205 CLOSET • 1 1 1 1 • 10'-0" 206 BEDROOM #2 • 1 1 1 1 • 10'-0"/11'-0" 207 POWDER ROOM • 2 2 2 2 • 10'-0" 208 HALL • 1 1 1 1 • 11'-0" 209 STAIR • 1 • 1 1 1 1 • VARIES 210 KITCHEN 1 • 1 1 1 1 • 11'-0" 211 GREAT ROOM • 1 1 1 1 • 11'-0" 301 BEDROOM #3 • 1 1 1 1 • 10'-0" 302 BATH #3 • • 2 3 2 3 2 2 3 • 10'-0" CEMENT BOARD @ SHOWER 303 CLOSET • 1 1 1 1 1 • 10'-0" 304 MASTER CLOSET 1 • 1 1 1 1 • 10'-0" 305 MECH. CLOSET • 2 2 2 2 • 10'-0" 306 STAIR • • 1 1 1 1 1 • 13'-4" 307 HALL • 1 1 1 1 1 • 13'-4" 308 WATER CLOSET • • 2 2 2 2 • 10'-0" 309 SHOWER • • 3 - 3 • 10'-0" CEMENT BOARD @ SHOWER 310 MASTER BATHROOM • • 2 2 2 2 1• 10'-0" 311 MASTER BEDROOM • • 1 1 1 1 1 • 1 1 13'-4" WALL FINISH LEGEND / NOTES: 1. TYPICAL DRYWALL, PAINTED, VERIFY FINISH/TEXTURE W/ OWNER. 2. MOISTURE RESISTANT DRYWALL, PAINTED, VERIFY FINISH/TEXTURE W/ OWNER, 3. TUB/SHOWER: TYP. FULL HEIGHT TILE OVER 1/2" CEMENT BACKER BOARD. 4. CMU W/ 1/4" STUCCO SKIM COAT, PAINTED, VERIFY FINISH/TEXTURE W/ OWNER. 3-STORY ELEVATOR: CONFIRM SHAFT SIZE & REQ'S. W/ MFR. PROVIDE ALLOWANCE & SUBMITTALS FOR APPROVAL. STAIR, HANDRAIL, & GUARD PACKAGE BY OTHERS, SEE SHOP DRAWINGS FOR DETAILS. SEE DESIGN REQ'S. NOTES ON SHEET'A-l'. WINDER TREADS W/ A MIN. DEPTH OF 6" & A 10" DEPTH AT 12" WALKLINE, PER 2017 FBC-R R311.7.5.2.1. LINE 0 ROOF 2T-10" v :,s MATCH LINE MATCH LINE MATCH LI E c o HOT TUB BEACH PORCH (BY OWNER) c o o OUTDOOR SHOWER HB LP Ll ® ll ll 7 O CABANA BATH t 1 108 it N o Il tl 3 1/2" (R-11) BATT. INSUL. FULL HT. / STORAGE TYP. ALL WALLS. 0 "v, 107 11 l t PORTABLE 11 ll GENERATOR o - B l l it It CU-3 ll v 11 O It tl OUTLET ll 1-HOUR FIRE BARRIER 5/ 8" GYP. BD. TYPE'X'. CU-2 BOTH SIDES. Il ll 9 It ID © R ll EL:V R 1 1 1 LAUNDRY 20-MINUTE RATED l l El ll li Iw 106 DOOR, SELF CLOSING. m Y bo n L_ I------1 ABOVE 11 3I AHU ) O ( ll L _ _ _ _ J tCONC.STEPSW/ t t HB (2) 6" RISERS & CLOSET HALL ELEVATOR EQUIP. (1)12" TREAD. i 105 104 MOUNT ABOVE �I l 1 FLOOD ELEV. = 7.0. t t s b ii I PV R 4'-0" T-8" _- 6.69 6" (R-19) BATT. t INSUL. FULL HT. p 1 i THIS WALL. STAIR 1-HOUR FIRE BARRIER 103 5/8" GYP, BD. TYPE'X'. FV 'v BOTH SIDES. ° o TYP. 4" WALL STEPPED UNDER STAIR TREADS. GARAGE ll __ ❑ 101 6. 11 FV o ll I l T-8" 18'<2" t l v M 11 R o A ll ll Lt o n ll 6.53 FOYER FV q 11 102 11 tl 4? W It ELEC. PANEL'A'i q ll ELEC. ELEC. PANEL 'B' METER 6.45 FV =v 8'-4" O HB HB ENTRY PORCH co ? V L GARAGE INCLUDE DOOR FLOG[ 1'-4" 6'-4 1.441811 _J 16'-10" l'-4" F ENTRY PORCH 91-01, 18'-10" SEE NOTES THIS 2T-10" DVERHANG. _FIRST FLOOR PLAN SCALE: 1/4" = V-0" VA" 10'-8" I I PERGOLA m io II I� II II 1111 H i ll c uu Llu MATCH LINE MATCH LINE MATCH LINE PERGOLA FLOOR PLAN ' SCALE., 114" = 1'-0" 1" FIRE RISER, REFERTO FIRE SPRINKLER DRAWINGS FOR COMPLETE DETAILS. TANKLESS WH #1 (LP) TANKLESS WH #2 (LP) TANKLESS WH #3 (LP) WALL FLOOD VENTS, TYP. OF (4) THIS WALL, SEE NOTES THIS SHEET. REQ'D. TO VENT OPTION. SHEET. STAIRS, GUARDS, RAILINGS NOTES: 1. STAIRS, GUARDS, RAILINGS DESIGNS SHALL MEET ALL APPLICABLE CODES PER 2017 FBC, INCLUDING FBC-R R311.7 & 11312.1. PROVIDE SHOP DRAWINGS FOR REVIEW & APPROVAL. 2. GUARDS SHALL BE PROVIDED AT A MIN. 36" H. 3. HANDRAILS SHALL BE PROVIDED: A. TYPE '1' GRASPABLE (DEF. R311.7.8.3). B. HEIGHT BETWEEN 34" & 38". C. MIN. ONE (1) SIDE (BOTH SIDES OPTIONAL). 4. PER 2017 FBC 1607.8.1.1 HANDRAILS & GUARDS: A. SHALL RESIST A CONCENTRATED LOAD OF 200 LBS, 5. PER 2017 FBC 1607.8.1.2 INTERMEDIATE RAILS/BALUSTERS: A. SHALL RESIST A CONCENTRATED LOAD OF 50 LBS. ENERGY CONSERVATION NOTES: 1. RESIDENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2017 FBC - ENERGY CONSERVATION CODE, 2. ATTIC ACCESS SCUTTLES OR HATCHES SHALL BE WEATHER STRIPPED & INSULATED AS PER 2017 FBC-EC R402.2.4. 3. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH 2O17 FBC-R R402.4.1 THRU R402.4.5 4. A BUILDING AIR LEAKAGE TEST SHALL BE PERFORMED AS PER 2017 FBC-EC R402.4.1.2, i.e. BLOWER DOOR TEST. 5. WINDOWS, SKYLIGHTS, & SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQ. FT., AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQ. FT. AND MUST BE TESTED, LISTED, AND LABELED AS PER 2017 FBC-EC R402.4.3. 6. CONCTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD AS PER 2017 FBC-EC R401.3. INTERIOR DOOR NOTE: 1. PROVIDE 5" DOOR RETURNS TYPICAL, MIN. 4" RETURN REQUIRED. 2. DOORS AT THE END OF HALLWAYS OR IN RECESSES/NICHES SHALL BE CENTERED IN THE SPACE WHEN POSSIBLE. WINDOW/GLASS NOTES: 1. ALL WINDOWS & DOORS SHALL BE IMPACT -RATED. 2. ALL WINDOWS ABOVE 1st FLOOR SHALL HAVE OPENING -LIMITING DEVICES. 3. ALL INTERIOR GLASS SHOWER DOORS & ENCLOSURES TO BE SAFETY GLASS. BREAKAWAY WALL NOTES: 1. NO PIPING, CONDUITS, WIRING, FIXTURES, OR DEVICES SHALL BE RUN IN, THRU, ACROSS, IN FRONT OF, OR BE MOUNTED ON BREAKAWAY WALLS. 2. REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR LOCATIONS. 3. REFER TO FEMA TECHNICAL BULLETIN #9, FOR FURTHER DETAILS. FLOOD VENT NOTES: 1. THREE (4) WALL FLOOD VENTS IN GARAGE WHERE SHOWN: A. MFR.: SMART VENT MODEL: 1540-510 SIZE: 16" X 8" B. FLOOD COVERAGE = 200 S.F. EA. C. REFER TO MFR. SPECIFICATIONS FOR INSTALLATION REQ'S. 2. GARAGE DOOR REQUIRED TO INCLUDE FLOOD VENT OPTION. A. PER MFR. INFORMATION: (72) SLOTS X 114" W. X 5" L. = 90 SQ. IN. B. FLOOD COVERAGE = 90 S.F. PER 2017 FBC R322.2.2,2.2 3. CALCULATION: A. ENCLOSED AREA (GARAGE) BELOW FLOOD PLAIN = 709 S.F. B. FLOOD COVERAGE PROVIDED: 1. (4) WALL FLOOD VENTS @ 200 S.F. EACH = 800 S.F. 2. GARAGE DOOR VENT = 90 S.F. 3. TOTAL ALLOWABLE AREA = 890 S.F. RESULT: 709 S.F. REQ'D. W/ 890 S.F. PROVIDED (890 > 09) = OK CLIMATIC & GEOGRAPHIC DESIGN CRJHEAVY SUBJECT TO DAMAGE FROM WEATHERING: NEG TERMITE: VERY FLAME -SPREAD & SMOKE -DEVELOPED INDEX ALLOWABLE INDEXES PER 2014 FBC R302.9 & R302.10, TESTED PER ASTM E84 & UL 723: INTERIOR WALL & CEILING FINISHES: FLAME -SPREAD INDEX: s 200 SMOKE -DEVELOPED INDEX: s 450 INSULATION: FLAME -SPREAD INDEX: s 25 SMOKE -DEVELOPED INDEX: s 450 FIRE PROTECTION NOTE: THIS RESIDENCE SHALL BE PROTECTED WITH COMPLETE FUNCTIONING FIRE SPRINKLER SYS COMPLYING WITH REQUIREMENTS OF NFP -R AND ST. LUCIE COUNTY FIRE DEPT. REQUI ENTS ROVIDE SHOP DRAWINGS FOR REV PARATE FIRE DEPARTMENT PERMI QUIRED. S ARE FOOTAGE AKDOWN 1st FL COND NED LIVIN REA: 0 S.F. CONDIT ED STO E AREA: 908 S.F. GARAGE: 709 S.F. COVERED G NTRY: 50 S.F. FRONT PORC 64 S.F. REAR PORCH: 278 S.F. MECHANICA 0 71 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITI ED LIVI\A:GG�60 S.F. FRONT LCONY:0` S.F.REAR LCONY: S.F. 2,000 S.F. 3rdUB OR: -I�tG NDITIONO�ING AREA: 660 S.F. ONT BALCONY: 62 S.F. REAR BALCONY: S.F. SUB -TOTAL 2,0 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 COND. LIVING AREA: 3,320 S.F. 54.60. GARAGE: 700 S.F. 11.5 % COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. 0 w P- REVISIONS: No: DATE COMMENTS 0 a tY U w K f- U LLI F I Q Q w 0 LL I w M J J I w o eo 0� : d' tb w 00 N I Q 006 w v ED c Ln I u } 11 O 0 O Z k Q Q O LU a� Q 0 L � 0 �a v� O 0 rmn 0 mU (u -0 Z U c 0 • > LLI O O U w 00 rn M I N J U w F- 1V 0 \� 14�QLU w w 0 �\ w a w Job Number: F Drawn By: rss Date: 03-20-19 Sheet Number Z A-1 Q ALUMINUM GUARD I MIN. 36" H., SEE SHO DRAWINGS FOR DEL SEE DESIGN REQ'S. N ON SHEET'A-1'. 3-STORY ELEVATOR: CONFIRM SHAFT SIZI REQ'S. W/ MFR. PROS ALLOWANCE & SUBP FOR APPROVAL. STAIR, HANDRAIL, & PACKAGE BY OTHER' SHOP DRAWINGS F DETAILS. SEE DESIGN NOTES ON SHEET'/ 2T-10" MIN 36" H., SEE SHOP DRAWINGS FOR DETAILS. SEE DESIGN REQ'S. NOTES ON SHEET'A-1'. SECOND FLOOR PLAN q_2p SCALE. 114" = 1'-0" ALUMINUM GUARD F MIN. 36" H., SEE SHOT DRAWINGS FOR DET/ SEE DESIGN REQ'S. Ni ON SHEET'A-1'. 0 N O o 3-STORY ELEVATOR: CONFIRM SHAFT SIZI REQ'S. W/ MFR. PRO\ ALLOWANCE & SUBN zo FOR APPROVAL. STAIR, HANDRAIL, & o PACKAGE BY OTHERS o SHOP DRAWINGS R DETAILS. SEE DESIGN NOTES ON SHEET'A 0 3 m 1_1--------------------------------- r_ ",— Mft 36" H., SEE SHOP DRAWINGS FOR DETAILS. SEE DESIGN REQ'S. NOTES ON SHEET'A-1'. 30" X 54" PULL -DOWN ATTIC SCUTTLE AT THE LOWER 10'-0" H. CEILING. GppCEILING. a A coot! °° v BOGp SQUARE FOOTAGE BREAKDOWN 1st FLOOR: CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 891 S.F. GARAGE: 700 S.F. COVERED GARAGE ENTRY: 50 S.F. FRONT PORCH: 64 S.F. REAR PORCH: 278 S.F. MECHANICAL PORCH: 97 S.F. SUB -TOTAL 2,080 S.F. 2nd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGE AREA: 891 S.F. 14.8 % COND. LIVING AREA: 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5 % COVERED PORCHES: 489 S.F. 8.0% COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. 0. W REVISIONS: No: DATE COMMENTS 0 a 0 U z W a F U W f- I U ry Q Q w F 0y IY LL N W N Q � 0 LLILij V Q ,-�Mo _ Z Lol 5 WWoLL0 XLai�W�= ovc LL O %• �C L&j 0 o0�az cc �.. a a OU..0 Lf1 0 LU 0 z w m J J Q I W o mc� W � W 00 N I 00 c: Ln I CU u a a 0 0 O Z O W Q rQ 41 i N = 0 ro O o m0 z aU a) ° Z U Z) o— • > o OU 3:W 00 rNn m I N J U K Q O i3O LL M Z,JQ a . w 0 a W Job Number: _ F Drawn By: rss In Date: 03-20-19 0 Sheet Number Z A-2 LA �_38�'_-10 TWA 25'--6" 3rd FL 12* _2" i 2nd FI 9- 4" IE + 0,-0" ( 1st FU MATERIAL & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR ❑A ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH © LOWER WALL BASE (1st FLOOR) STUCCO -'SAND FINISH' STUCCO 'LAVENDER MIST' #2070-60 © MIDDLE WALL FAUX SIDING (2nd & 3rd) 'SIDING PATTERN SMOOTH/SAND FINISH' STUCCO 'LAVENDER MIST' #2070-60 WALL STUCCO BANDS / TRIM STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 ❑E PORCH COLUMNS - MAIN STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 ❑F PORCH COLUMN BANDS STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 2i DOOR FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT WINDOW FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT GARAGE DOOR STEEL 'UNIVERSAL BLACK' #2118-10 R FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 © BALCONY RAILINGS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ® SOFFIT OUTLOOKERS STUCCO -'SAND FINISH' WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 ❑N DECORATIVE CORBELS & BRACKETS WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 ❑O DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 © BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ® GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT WALL COLOR. \ WEST ELEVATION A PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. EXPIRES ALUMINUM ROOF PANEL DYNAMIC METALS FL # 21082.1 12-06-26 ROOFING UNDERLAYMENT OWENS CORNING FL#9777.6 12-31-20 GARAGE DOOR DAB DOOR COMPANY N.O.A. 17-1108.30 02-22-20 ENTRY DOOR X X X CURTAINWALL TUBELITE INC. FL # 17035.3 12-31-20 CURTAINWALL DOOR TUBELITE INC. FL # 14563.1 12-31-20 SLIDING GLASS DOOR PGT INDUSTRIES N.O.A. 17-0420.12 02-17-20 FRENCH DOOR PGT INDUSTRIES N.O.A. 17-0504.01 10-18-22 FIXED'ROUND' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 FIXED'RECTANGLE' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 CASEMENT WINDOW PGT INDUSTRIES N.O.A. 17-0614.14 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A. 17-0614.20 04-11-23 MULLION BARS PGT INDUSTRIES N.O.A. 17-0630.01 03-28-18 FLOOD VENT SMART VENT PRODUCTS, INC. I FL # 5822.1 12-31-20 IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT RATING. 2. SUBMIT SHOP DRAWINGS, FL. PRODUCT APPROVAL, &/OR N.O.A. AS APPLICABLE. DESIGN CRITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5 : 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 MAXIMUM ALLOWABLE HEIGHT MAX. HEIGHT ALLOWED = 35'-0" ABOVE THE BOTTOM OF THE MIN. ALLOWABLE TIE BEAM PER FDEP 17.0. MAX. ALLOWED: 17.0' + 35.0' = 52.00 MAX. HEIGHT PROVIDED: 17.35' + 32.75' = 50.10 = OK 0 45'-T (53.27) ROOF PEAK '� 2'-1' (50.10) )OF HEIGHT Y HT. = 52.00))Q '-10" (46.85) T/ WALL 25'-6" j FLOOR ff 12'-Z-Z" d FLOOR F.f. `r 1'4" (17.35) 8/TIEBDE Q 10 PER FDEP) 2 LOW POINT) RAGE FLOOR �38�'-10" (46.85) �T/ WALL 35'-6-6" �' B/ PORCH BEAM _ �25'-6" 3rd FL00R F.F. A. 22'-2-2" V B/ PORCH BEAM 212'-2-2" _ nd FLOOR F.F. A i9'�4" (17.35) B/ TIE BEAM Q (MIN. HT. = 17.00 PER FDEP) 0'_0" (8.02) 0 _ 1st FLOOR F.F. OPENING DESIGN PRESSURE CHART MARK O OPENING TYPE EXP. ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER REQ'D. REQUIRED PRESSURE TESTED PRESSURE WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF (+)PSF (-)PSF 1 GARAGE DOOR D 5 192 96 Y N +45.8 -55.3 +56.0 -64.0 2 ENTRY DOOR D 4 72 96 Y N +51.2 -54.6 - - 3 SIDELITE D 4 16 96 Y N +52.2 -56.8 - 4 SIDELITE D 5 16 96 1 Y N +52.2 -68.1 - - 5 SLIDER D 4 84 96 Y N +48.8 -53.4 +90.0 -90.0 6 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130D 7 SLIDER D 4 84 96 Y N +4&8 -53.4 +90.0 -90.0 8 AWNING WIN. D 5 30 36 Y N +54.9 73.5 +90.0 -130.0 9 SLIDER D 4 96 96 Y N +48.3 -53.0 +90.0 -90.0 10 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 11 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 12 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 13 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 14 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.D 15 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 16 PICTURE D 5 96 24 Y N +53.2 -70.2 +80.0 -80.0 17 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 18 DBL. CASEMENT D 4 48 48 Y N +53.2 -57.9 +90.0 -130.0 19 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 20 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 21 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 22 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 23 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.0 24 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 25 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 26 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 27 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 28 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.D 29 FLOOD VENT D 1 5 1 16 8 Y N +54.9 -73.5 +100.0 -100.0 30 AWNING WIN. D 1 4 1 30 36 Y N +54.9 -59.6 +90.0 -130.0 31 PICTURE D 4 40 36 Y N +54.9 -59.6 +80.0 -80.0 32 AWNING WIN. D 4 32 48 1 Y N +54.7 1 -59.3 +90.0 -130.0 33 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 34 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 1 -130.0 35 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 36 PICTURE D 4 48 52 Y N +53.0 -57.6 +80.0 37 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 J-80.0 38 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 39 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 EAST ELEVATION 12 5 45=3" (53.277)) ROOF PEAK r 2 42'-1" (50.10) MEAN ROOF HEIGHIGH Q (MAX. ALLOWABLE HT. = 52.00) 2 38'40" (46.85) T/ WAS JUL 3 2019 Permitting Department St. Lucie County, FL 25'-0 3/4" (LOW POINT) . T/ PORCH VARIES `- 1 V-9 3/4" (LOW POINT) T/ PORCH VARIES T A _ T-4" (17.35) B/ TIE BEA� (MIN. HT. = 17.00 PER FDEP) Q 4-6 1/4" (LOW POI�NT)� T/ PORCH VARIES qr r 0 w F REVISIONS: No: DATE COMMENTS 0 Q2 06-19-19 BLDG. DEPT.REV, K 0 w tY D f- U uJ F I U !Y Q Q w F- t U. N W N t ^ tY O � 0 cc O � ~d< F W J M0 V �- LQ 0 ftftft Z at LU o of 0 4' 0 X ac "V\ I cc U. O%QLU0 Z cr, 00 a 4 O �� Sri 0 LU LA 0 w m J J z (A w O 00 % 00 00 Ld D 00 N I 7C) Cr LA 006 LU c Ln u -71 L � JC: 0 Z QO W Q N N Q i ) 0 O ° rM z0 u U c pZ • L. / Q L 7 O >>O U 7 w co cuF rn N J U O C i ~ u L 'r / crow r Cl- C,� ;"T 0 Z/Q w � a w 0 L a w Job Number: I F Drawn By: rss (A Date: 03-20-19 U Sheet Number Z A- 3 0 1/4" = V-0" SCALE: 1/4" = Y-0" 38'-10 T/ WA A& 2�5'-6" '' 3rd FL .12' -2" 2nd FI 9' 4" TIE 0'-0-0° ( i' 1stFU MATERIAL & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH ©LOWER WALL BASE (1st FLOOR) STUCCO -'SAND FINISH' STUCCO 'LAVENDER MIST#2070-60 © MIDDLE WALL FAUX SIDING (2nd & 3rd) 'SIDING PATTERN SMOOTH/SAND FINISH' STUCCO 'LAVENDER MIST#2070-60 WALL STUCCO BANDS / TRIM STUCCO -'SAND FINISH' STUCCO SNOW WHITE' #OC-66 ❑E PORCH COLUMNS - MAIN STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 ❑F PORCH COLUMN BANDS STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 Ni DOOR FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT g WINDOW FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT GARAGE DOOR STEEL 'UNIVERSAL BLACK' #2118-10 FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 © BALCONY RAILINGS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ❑M SOFFIT OUTLOOKERS STUCCO -'SAND FINISH' WOOD/FOAM STUCCO 'SNOW WHITE #OC-66 ❑N DECORATIVE CORBELS & BRACKETS WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 ❑° DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 Fpi BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ® GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT WALL COLOR. � WEST ELEVATION PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. EXPIRES ALUMINUM ROOF PANEL DYNAMIC METALS FL# 21082.1 12-06-26 ROOFING UNDERLAYMEN r OWENS CORNING FL # 9777.6 12-31-20 GARAGE DOOR DAB DOOR COMPANY N.O.A. 17-1108.30 02-22-20 ENTRY DOOR X X X CURTAINWALL TUBELITE INC. FL # 17035.3 12-31-20 CURTAINWALL DOOR TUBELITE INC. FL # 14563.1 12-31-20 SLIDING GLASS DOOR PGT INDUSTRIES N.O.A. 17-0420.12 02-17-20 FRENCH DOOR PGT INDUSTRIES N.O.A. 17-0504.01 10-18-22 FIXED'ROUND' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 FIXED'RECTANGLE' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 CASEMENT WINDOW PGT INDUSTRIES N.O.A. 17-0614.14 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A. 17-0614.20 04-11-23 MULLION BARS PGT INDUSTRIES N.O.A. 17-0630.01 03-28-18 FLOOD VENT SMART VENT PRODUCTS, INC. FL # 5822.1 12-31-20 IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT RATING. 2. SUBMIT SHOP DRAWINGS, FL. PRODUCT APPROVAL, &/OR N.O.A. AS APPLICABLE. DESIGN CRITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5: 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 45'-3" (53.02_) . JOFPEAK 1" (49.85)� IF HEIGHT 0" (46.60) 38'-10" (46.60) T/ WALL q0 T/ WALL 3�5'-6" B/ PORCH BEAM 25'-6-6" lk 25'-6" i0OR F.F. IV 3rd FLOOR F.F. A22�'-2" B/ PORCH BEAM _ 12' 2" A. 12'-2" V LOOR F.F. ► CO 2 n d FL00R F.F. P-4" (17.1) 9'-4-4" (17.1) TIE BEAM r B/ TIE BEAM W POINT) T ist FLOOR F.F. GE FLOOR Y 12 5[,,-, OPENING DESIGN PRESSURE CHART MARK OPENING TYPE EXP. ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER REQ'D. REQUIRED PRESSURE TESTED PRESSURE WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF (+)PSF (-)PSF 1 GARAGE DOOR D 5 192 96 Y N +45.8 -55.3 +56.0 -64.0 2 ENTRY DOOR D 4 72 96 Y N +51.2 -54.6 - 3 SIDELITE D 4 16 96 Y N +52.2 -56.8 - 4 SIDELITE D 5 16 96 Y N +52.2 -68.1 - - 5 SLIDER D 4 84 96 Y N +48.8 -53.4 +90.0 -90.0 6 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 7 SLIDER D 4 84 96 Y N +48.8 -53.4 +90.0 -90.0 8 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 9 SLIDER D 4 96 96 Y N +48.3 -53.0 +90.0 -90.0 10 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 11 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 12 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 13 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 14 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 1 -90.0 15 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 1 -90.0 16 PICTURE D 5 96 24 Y N +53.2 -70.2 +80.0 -80.0 17 PICTURE D 4 96 1 24 Y N +53.2 -57.9 +80.0 -80.0 18 DBL. CASEMENT D 4 48 48 Y N +53.2 -57.9 +90.0 -130.0 19 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 20 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 21 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 1 -80.0 22 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 23 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.0 24 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 25 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73,5 +80.0 -80.0 26 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 27 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 28 DOOR D 5 30 96 1 Y N +52.2 -68.1 +75.0 -75.0 29 FLOOD VENT D 5 16 8 Y N +54.9 -73.5 +100.0 -100.0 30 AWNING WIN. D 4 30 36 Y N +54.9 -59.6 +90.0 -130.0 31 PICTURE D 4 40 36 Y N +54.9 -59.6 +80.0 -80.0 32 AWNING WIN. D 4 32 48 Y N +54.7 -59.3 +90.0 -130.0 33 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 34 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 35 FIXED -TRANSOM D 5 1 48 16 Y N +54.9 -73.5 +80.0 -80.0 36 PICTURE D 4 52 Y N +53.0 -57.6 +80.0 -80.0 37 PICTURE D 4 24 Y N +53.0 -57.6 +80.0 -80.0 38 DBL. CASEMENT D 5 L48 48 Y N +53.2 -70.2 +90.0 -130.0 39 FIXED -TRANSOM D 5 16 Y N +54.9 -73.5 +80.0 -80.0 EAST ELEVATION 12 5 45=3" (53.02)) ROOF PEAK r 42'-1" (49.85) MEAN ROOF HEIGHT 38'-10" (46.60) T/ WALL r 25'-0 3/4" (LOW POINT)� T/ PORCH VARIES r 11'-9 3/4" (LOW T/ PORCH -0'-61/4" (LOW POINT) A. T/ PORCH VARIES r ■ REVISIONS: No: DATE COMMENTS N W N QuLr1 # 00 h c k.0 Ln u V � L SZ OL OOLNNq - �V O oM Z ra _10 • Uc L C o 0 - 00 m N m J �- \0 N ce M Z/a LU Job Number: Drawn By: rss Date: 03-20-19 heet Number -3 SCALE: 1/4" = V-0" A-3 SCALE 1/4" = 1,_0., ' 1 � 119 3 T1POR ��__9'-4__" 9'�(' TIE I 0'�61, YT/ POR MATERIAL & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR O ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH © LOWER WALL BASE (1st FLOOR) STUCCO -'SAND FINISH' STUCCO 'LAVENDER MIST' #2070 60 © MIDDLE WALL FAUX SIDING (2nd & 3rd) 'SIDING PATTERN SMOOTH/SAND FINISH' STUCCO 'LAVENDER MIST' #2070-60 WALL STUCCO BANDS / TRIM STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 PORCH COLUMNS - MAIN STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 ❑E PORCH COLUMN BANDS STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 © DOOR FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT WINDOW FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT GARAGE DOOR STEEL 'UNIVERSAL BLACK' #2118-10 FKJ FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 © BALCONY RAILINGS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ®SOFFIT OUTLOOKERS STUCCO -'SAND FINISH' WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 DECORATIVE CORBELS & BRACKETS WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 F DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ® GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT WALL COLOR. dS'-3" lST 771 )A NORTH ELEVATION PROpUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. EXPIRES ALUMINUM ROOF PANEL DYNAMIC METALS FL # 21082.1 12-06-26 ROOFING UNDERLAYMENT OWENS CORNING FL # 9777.6 12-31-20 GARAGE DOOR DAB DOOR COMPANY N.O.A. 17-1108.30 02-22-20 ENTRY DOOR X X X CURTAINWALL TUBELITE INC. FL# 17035.3 12-31-20 CURTAINWALL DOOR TUBELITE INC. FL # 14563.1 12-31-20 SLIDING GLASS DOOR PGT INDUSTRIES N.O.A. 17-0420.12 02-17-20 FRENCH DOOR PGT INDUSTRIES N.O.A. 17-0504.01 10-18-22 FIXED'ROUND' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 FIXED'RECTANGLE' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 CASEMENT WINDOW PGT INDUSTRIES N.O.A. 17-0614.14 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A. 17-0614.20 04-11-23 MULLION BARS PGT INDUSTRIES N.O.A. 17-0630.01 03-28-18 FLOOD VENT SMART VENT PRODUCTS, INC. I FL # 5822.1 12-31-20 IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT RATING. 2. SUBMIT SHOP DRAWINGS, FL. PRODUCT APPROVAL, &/OR N.O.A. AS APPLICABLE. DESIGN CRITERIA h 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-i" SLOPE: 5 : 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: t0.18 MAXIMUM ALLOWABLE HEIGHT MAX. HEIGHT ALLOWED = 35'-0" ABOVE THE BOTTOM OF THE MIN. ALLOWABLE TIE BEAM PER FDEP 17.0. MAX. ALLOWED: 17.0' + 35.0' = 52.00 MAX. HEIGHT PROVIDED: 17.35' + 32.75' = 50.10 OK OPENING DESIGN PRESSURE CHART MARK O OPENING TYPE EXP. ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER RE 'D. REQUIRED PRESSURE TESTED PRESSURE WIDTH HEIGHT YJN Y/N (+)pSF (-)PSF (+)PSF (-)PSF 1 GARAGE DOOR D S 192 96 Y N +45.8 -55.3 +56.0 -64.0 2 ENTRY DOOR D 4 72 96 Y N +51.2 -54.6 - - 3 SIDELITE D 1 4 16 96 Y N +52.2 -56.8 - 4 SIDELITE D 5 16 96 1 Y N +52.2 -68.1 - 5 SLIDER D 4 84 96 Y N +48.8 1 -53.4 +90.0 -90.0 6 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 7 SLIDER D 4 84 96 Y N +48.8 -53.4 +90.0 -90.0 8 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 9 SLIDER D 4 96 96 Y N +48.3 -53.0 +90.0 -90.0 10 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 11 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 12 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 13 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 14 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 15 DOOR D 1 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 16 PICTURE D S 96 24 Y N +53.2 -70.2 +80.0 -80.0 17 PICTURE D 4 1 96 24 Y N +53.2 -57.9 +80.0 -80.0 18 DBL. CASEMENT D 4 1 48 48 Y N +53.2 -57.9 +90.0 -130.0 19 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 20 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 21 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 1 -80.0 22 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 23 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.0 24 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 25 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 26 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 27 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 28 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.0 29 FLOOD VENT D 5 16 8 Y N +54.9 -73.5 +100.0 -100.0 30 AWNING WIN. D 4 30 36 Y N +54.9 -59.6 +90.0 -130.0 31 PICTURE D 4 1 40 36 Y N +54.9 -59.6 +80.0 -80.0 32 AWNING WIN. D 4 1 32 48 Y N +54.7 -59.3 +90.0 -130.0 33 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 34 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 35 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 36 PICTURE D 4 48 52 Y N +53.0 -57.6 +80.0 -80.0 37 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 38 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 39 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 /2\ 45'-Y (53.27) ROOF P€AK _OW POINT) RCH VARIV 22'-2" ORCH BEAM r ED :went FL LOW POINT) ,RCH VARIES 2 9'-4" (17.35) B/TIEBEAM r )0 PER FDEP) 4,2 p v�p � c,0A ,, s 0 A FLOOR F.F. 0 LU REVISIONS: < No: DATE COMMENTS 0 Q2 06-19-19 BLDG. DEPT.REV. 0- 0 LLI 7 F U w F I U Q W i N T1 0 w m Q I V) w 0 00 Ir a d- 00 w CO N I < Lr) CO w C v � a t J } 0 0 L vi JCZ O Z 0 W Q N F N Q 0 V) tf V 0� O o rf)ro 0 z MU N aZ U c o cU ZZLU 1 .c o 03:w 00rn F N Y - J N I U cc O0 Q Uj O LL a40 w \ a w 0 LL u, Job Number: F Drawn By: rss v) Date: 03-20-19 0 Sheet Number Z u � Q�.45'-3" (53,02) ROOF PEAK 6 42'-1-1" (49.85) _ P MEAN ROOF HEIGHT 38'-10-10" (46.60) 1 WALL MATERIAL & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR A❑ ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH ©I LOWER WALL BASE 0st FLOOR) STUCCO -'SAND FINISH STUCCO 'LAVENDER MIST' #2070-60 © MIDDLE WALL FAUX SIDING (2nd & 3rd) I.SIDING PATTERN SMOOTH/SAND FINISH' STUCCO 'LAVENDER MIST' #2070-60 WALL STUCCO BANDS / TRIM STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 PORCH COLUMNS - MAIN STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 Eo PORCH COLUMN BANDS STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 DOOR FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT WINDOW FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR, STD. GRAY TINT GARAGE DOOR STEEL 'UNIVERSAL BLACK' #2118-10 n FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 © BALCONY RAILINGS ALUMINUM 'UNIVERSAL BLACK' #2118-10 SOFFIT OUTLOOKERS STUCCO -'SAND FINISH' WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 DECORATIVE CORBELS & BRACKETS WOOD/FOAM STUCCO 'SNOW WHITE' #OC-66 DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 © BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ®' GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT WALL COLOR. _7_--12 5� PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. EXPIRES ALUMINUM ROOF PANEL DYNAMIC METALS FL # 21082.1 12-06-26 ROOFING UNDERLAYMENI OWENS CORNING FL # 9777.6 12-31-20 GARAGE DOOR DAB DOOR COMPANY N.O.A. 17-1108.30 02-22-20 ENTRY DOOR X X X CURTAINWALL TUBELITE INC. FL # 17035.3 12-31-20 CURTAINWALL DOOR TUBELITE INC. FL # 14563.1 12-31-20 SLIDING GLASS DOOR PGT INDUSTRIES N.O.A. 17-0420.12 02-17-20 FRENCH DOOR PGT INDUSTRIES N.O.A. 17-0504.01 10-18-22 FIXED'ROUND' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 FIXED'RECTANGLE' WINDOW PGT INDUSTRIES N.O.A. 18-0430.05 02-19-24 CASEMENT WINDOW PGT INDUSTRIES N.O.A. 17-0614.14 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A. 17-0614.20 04-11-23 MULLION BARS PGT INDUSTRIES N.O.A. 17-0630.01 03-28-18 FLOOD VENT SMART VENT PRODUCTS, INC. I FL # 5822.1 12-31-20 IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT RATING. 2. SUBMIT SHOP DRAWINGS, FL. PRODUCT APPROVAL, &/OR N.O.A. AS APPLICABLE. DESIGN CRITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5: 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: ±0.18 OPENING DESIGN PRESSURE CHART MARK O# OPENING TYPE EXP. ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER RECID. REQUIRED PRESSURE TESTED PRESSURE WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF (+)PSF (-)PSF 1 GARAGE DOOR D 5 192 96 Y N +45.8 -55.3 +56.0 -64,0 2 ENTRY DOOR D 4 72 96 Y N +51.2 -54.6 - - 3 SIDELITE D 4 16 96 Y N +52.2 -56.8 - 4 SIDELITE D 5 16 96 Y N +52.2 -68.1 - - 5 1 SLIDER D 4 84 96 Y N +48.8 1 -53.4 +90.0 -90.0 6 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 7 SLIDER D 4 84 96 Y N +48.8 -53.4 +90.0 -90.0 8 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 -130.0 9 SLIDER D 4 96 96 Y N +48.3 -53.0 +90.0 -90.0 10 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 11 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 12 DOOR D 1 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 13 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 14 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 15 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 16 PICTURE D 5 96 24 Y N +53.2 1 -70.2 +80.0 -80.0 17 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 1 -80.0 18 DBL. CASEMENT D 4 48 48 Y N +53.2 -57.9 +90.0 -130.0 19 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 20 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 21 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 22 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 23 DOOR D 5 30 96 Y N +52.2 -68,1 +75.0 -75.0 24 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 25 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 26 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -80.0 27 PICTURE -ROUND D 4 36 36 Y N +54.9 -59.6 +80.0 -80.0 28 DOOR D 5 30 96 Y N +52.2 -68.1 +75.0 -75.0 29 FLOOD VENT D 5 16 8 Y N +54.9 -73.5 +100.0 -100.0 30 AWNING WIN. D 4 30 36 Y N +54.9 -59.6 +90.0 -130.0 31 PICTURE D 4 40 36 Y N +54.9 -59.6 +80.0 -80.0 32 AWNING WIN. D 4 32 48 Y N +54.7 -59.3 +90.0 -130.0 33 PICTURE D 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 34 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 35 FIXED -TRANSOM D 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 36 PICTURE D 1 4 48 52 Y N +53.0 -57.6 +80.0 -80.0 37 PICTURE D 1 4 104 24 Y N +53.0 -57.6 +80.0 1 -80.0 38 DBL. CASEMENT D 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 39 FIXED -TRANSOM D 1 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 REVISIONS: No: DATE COMMENTS N W O ~"t LL Z O CA U Q >-�M LLJ � O� O cr W\ LJ U '- LAj a cic �'a ---------- 45'3"(53.02)1� Irk ROOF PEAK-� cc M l 12 °' O LZ 5 MEAN ROOF HEIGHT V 1 38'-10" (46.60) - - T// WALL r 35' 6" �B/ PORCH BEAM IL BEE -o25'-0 3/4" (LOW POINT) _ _ 25'-0 3/4" (LOW POINT) T/ PORCH VARIES T/ PORCH VARIES 22'-2" _ _ 2_2'-2" hh PORCH BEAM � - - - - B/ PORCH BEAM 21 19 0 i 11'-9 3/4" (LOW POINT) _ _ _ _ _ _ _ �T/ PORCH VARIES .O n n i 16 , 4-6 1/4" (LOW POINT) T/ PORCH VARIES NORTH ELEVATION A-4 OI 11'-9 R/ TIE BEAM r 0'-01, 1 st FEN 1/4" = 1'-0" 0000 N Q 00 lD C N 9 } U J d O 0 Q o i V) t � v O orn Z U m � 'a aa)o > LL ' C - 0 0 - �� r+1 N r0 .J Job Number: Drawn By: rss Date: 03-20-19 Sheet Number A-4