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HomeMy WebLinkAboutBuilding PlansI F 4- RECEIVED APR ?njq ST, Luciee Co _ 'It Permittin ltt SITE LOCATION MAP p`Rfsr _ S D PROJECTADD ESS 5008 WATERSONG AY, LOT 66 HUTCHINSON ISLA FLORIDA BUILDING DEPARTMENTse ST, LUCIE COUNTY BUILDING DEPARTMENT 2300 VIRGINIA AVENUE FT. PIERCE, FIL 34982, (772) 462-1553 APPLICABLE 6DES / CRITERIA ST. LUCIE COUNTY CODES 2017 FLORIDA BUILDING CODE 2017 FLORIDA FIRE PFfVENTION CODE NATIONAL ELECTRIC CODE - LATEST EDITION DESIGN &ITERIA 2017 FBC CHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND,13T. 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, I INTERNAL PRESSURE- i ±0.18 1 SQUARE FOOTAGE BREAKDOWN 1 st 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. WENjDY HERNANDEZ (860) 92 -398 i ARCHP'P­T: TEAM ARCHITECTURE FERNANDO PRIETO, ARCHITECT 2328 1 Oth AVENUE NORTH, SUITE 200 LAKE WORTH, FLORIDA 33461 (561) 855-2688 LICENSE 0 AR,8840 SURVEYOR: CHRISTIAN FENEIX AND ASSOCIATES, LLC CHRISTIANFENEX P.O. BOX 2533 3401 SW 72 N b AVE PALM CITY, FL 34991 (772) 283-2977 li CWIL CUNNINGHAM Fi 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 #1 A STUART, iFL 34596 (772) 220-4601 LICENSE # 731160 LANDSCAPE DANIEL J. SUGG ARCHITECT: P.O. BOX 335 1 JENSEN BEACH, FL 34958 (772) 334-3060 LICENSE # LA6666744 pGFOB I ,epMP*j'.�PNG � Go C, St cool) DRAWING IND&( T-1 TITLE SHEET SURVEY 1 of 2 FDEP SITE PLAN AND BUILDING SECTION 2 of 2 FDEP LIGHTING PLAN C-1 SITE PLAN 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 84 THIRD FLOOR ELECTRICAL PLANS, RISER DIAGRAM PANEL SCHEDULES, LOAD CALCULATIONS P-1 FIRST FL09K PLUMBING PLANS, NOTES, WASTE RISER DIAGRAM P-2 SECOND 84 +HIRD FLOOR PLUMBING PLANS 0 REVISIONS: No: DATE COMMENTS 0 0 U z ul U Ld U LU 0 IY LL z N 0 N C) 0 Z LU 0U LA� o 'W4 L4 LLI V:,: IZZ Cc LL LLj 0 0 4.z C4 v 00 0 U Ln 0 LU 0 z Lu J V) uj 0 00 U., Iq 00 r%j 1 Lu oo 110 00 W Lf) < 00Ln �—o Ln 4- 0 0 U z 0 C) C) 0GL V) 0 01,D rf) 0 rn MU C: 0) -07 0 a) Uj QED -C t C) 0 v uj 00 a) rn C\l -J U 0 L<U CD LL rz IN < I > `_ LU LL Lu Job Number. Drawn By: rss In Date: 03-20-19 Sheet Number z T-1 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. 80 BOUNDARY, TOPOGRAPHIC, & COASTA CONSTRUCTION LOT 66 WATERSONG SOUTH P.U.D., PLAT NO. ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS OF, ST. LUCIE COUNTY, FLORIDA. FOR: WENDY L. HERNANDEZ (OWNER) WHITE CITY ROF G 84j) y Asa dr m w, O WATERSONG WAY i D — — — (50)' w PRIVATE RIGHT OF WAY — ENTRANCE ROAD) I D Iy S67*19'29"W 211.46' — — i.'.... ^..� FOUND PERMANENT (`.1 DA j CONTROL POINT D A NAIL/DISK 'LB4286' ,., rl O o IT8 N69'5946"E 69 00' `Rr n N 6S, D If I I I6 DOIm — — I 863386s4 00 { N A N i m[ ! I I 15.D0' 15.00, P J m a 00 V LOT6S�> xs4 ��> �s6 4g! n� o° g4 x S> I 00 I A� E 898476.72 FOUNq 5/8' IRON WESTERLY m� OUNAp D 5/8' IRON ROD/C P 'LB4286' LINE OF Roo/CAP 'LB4286' SEAGRAPES S65'31'36"W 243.70' CZ S6539'49"W 45.31' S65'31'3 "W 127.00' J?'Gz s = COASTAL CONSTRUCTION m z ! WESTERLY LINE A N 9 tJ IV OF DUNE CONTROL LINE 1988, PLA z IIl I x 00 I IN OD GRASSES �? BOOK 26, PAGE 26A-I m > ;C) ## D A I� � I I 6 D .P m > I B 9 J I 7 J 1 J J 1 a 6 > S r� FAO I LOT 88 ( a m 0 J 2 3 3? 7 O TRACT A 6 S n Z VACANT 7 a 1 0 J y ci I 1 BENCHMARK /1 0 w 0 C 0 �y I I O SET NAIL/DISK 5102 < O JJJ��� UTILITY O GLOBAL POSITIONING SYSTEM CONTROL NOTES: EL=+.87 NAwfie _< o RISERS O - SB 31'36'W S65'31 W I x I J2103' x SO 59 1.) GEODETIC CONTROL STATIONS: - .41' 15.00' CTRIc W _/ +s +S65 .r13�i°'W 127.00'JoeJps3. >Z —H 231 S65'31'36"W LATITUDE: 27'27'04.95347 RWNO 5 'LB IRON +B7 ROUND 5 8" IRON LONGITUDE: 80'19'25.28628 I r N 1 11032.49 GRID NORTH: 1133851.602 896493.29 x s. z x GRID EAST: 875503.109 I t s LOT 67 > x s? S6 � es FLORIDA EAST ZONE (US FEET) Im I 1131 �I N 350 I ( ?COASTAL CONSTRUCTION T26'42.45900 CONTROL LINE 1977, m LATITUDE: 2 LONGITUDE: 80'19'37.44978 J WATERSONG WAY PLAT BOOK 19, PACE GRID NORTH: 1131574.061 ! ' GRID EAST: 874419.604 ' (30' WIDE PRIVATE RIGHT OF WAY) Oho j SA-G F FLORIDA EAST ZONE (US FEET) S6531T36-W CON7Roi PowiENr ( m E 401 NAIL/DISK 'LI34286' N 1110994.57 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 GEOMA11CS 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) if 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. 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 SYSTE S AND REFERS ONLY TO ATLANTIC OCEAN: NAVD MHW + NAVD ML + NAVD MHW ( W) x 1.5 NA VD SHW (0.52(RANGE)-2.69) x 15'+ 0.52 = 5.335 FEET I 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. N70°52-561.67' Al 66' 77 F 6g6 , .O9 .08 SURVEYOR'S NO 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. ¢ = CENTERLINE OF ROAD; ELEVATIONS REFER TO NAV088 1- 1n t Lo N t, I SI TE 27.3885a —80.25910 PRIMA VISTA BLVD. 1 SEASONAL HIGH WATER LINE EL=5.34'NAVD88 LOCATION MAP NOT TO SCALE OJ ' I ATLANTIC OCEAN 'O' ZERO CONTOUR LINE MEAN HIGH WATER LINE EL=0.52'NAVD88 0,3 .? I NO. 51102 YS t R k?di�,sOp. CHRISTIAN FENEX AND ASSOCIATES, LLC 2 0 FLORIDA REOISTR TON/5102 PROFESSIONAL SURVEYING AND MAPPING CHRISTIAN FENEX INJ z ENVIRONMENTAL CONSULTING r P 3401 SW 72ND AVE., PALM CITY, FLORIDA NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL P.O. BOX 2533, PALM CITY, FL 34991 RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �. PH.(772)283-2977 EMAIL FENEXCCBELLSOUTH.NET FIELD SURVEY DATE F.B. PG. SCALE W.O.# a REVISED N07Es: 3-15-19 LICENSED BUSINESS # 6858 8/11/18 FOLDER 1" = 20' 218102 < < 567-19-2 'W 211.46 z z z z 0 0 WAU NG WAY 131 2'SEAW : SEAWARD LIMIT OF RESIDENCE 413 W _ SU WIDE PRIVTE RDAOE�NTRANC V 0 9-2 W 2 11, z 210 141.7- SEAWARD LIMIT OF PERGOLA 30.6' 46L% 5 ------------- 1 ------ ............ t 1693 SEAWARD LIMIT OF SOD 152YSEAWARD LIMIT OF F�LL & GRADING1 I /V 777 896 !aV4 142.6"I SEAWARD LIMIT O� EXCAVATION 1 453 LANDWARD LIMN OF COASTAL CONSTRUCTION I EXCAVATION &FILL 55.4', ACTIVITIES. I's I CONTROL LINE (1988) 3: 1* EXIST. PVC FENCE T MEAN HIGH WATER LINE AS PLAT BOOK 26, PAGE 26A-I LOT 65 WESTERLY LINE OF SEAGRAPES P 1.3,, 9.k3's zt: 109v 757 PERGOLA' 'XI WESTERLY LINE OF DUNE GRASSES LOCATED 8/11/2018, M.H.W. FRONT GOTEST LE SETBACK NGT ELEV. 0.52'NAVD 1988. 6541 13 it W 270 S65031'36"W 2 3.70' sq __twvr� J , -------------- -------------------- rnkICTDHCTInKI 7 w --------------- ------- ------------- lit ,­�ACTAI CONTROL LINE 1988, PLAT �x BOOK 26, PAGE 261 ff z A 3' k TBACK T 2 A 7,60 V w � z 8.02 .1� Al 6 it 9 7 71 1 1 11 1,01 9 a 7.50 TRACT A 0 ATLANTIC OCEAN BENCHMARK #1 7� U.G. U0 SET NAIL/DISK 5102 A /10 it C A 0' ZERO CONTOUR LINE A0 MEAN HIGH WATER LINE S.9 ------------------------- .r 4­4 -- - Qj AS LOCATED 8/11/2018, I WN EL=4.87 NAVD88 47; XL x . . .0 0 1 �8 f 6 )F 7�0- 10 3 VI M.H.W. ELEV. 0.52'NAVD 1988. 0 0 St5031' '�tl 127.00' 5 a 09 a S650313 "W 243.03' rn 10, Cq U.E.EXISTING ELECTRIC BOX SEASONAL HIGH 7W ? ;�r I PROP'SED WATER LINE N - PROPOSED 0 ELEV. 5.34' NAVD 1988. 00 PERGOLA 3:: RESIDENCE T377X 9-4- 60 JATERSONG WAY LOT 67 3-STORY N SINGLE-FAMILY [F Fz- (30'WIDE PRIVATE R.O.W.) F.F. = 0'-1 = 8.02 A S65*31'36"W w w J J COASTAL CONSTRUCTION CONTROL LINE 1977, PLAT > BOOK 19, PAGE EA-G 0 0 2� Z 2 1 R --------------- Wf6zff 97 t-9-1-6-f ------------- A, '66. IF 7770 SITE, PI -AN 1693SEAWARC LIMIT OF SOD L A 1 1 PROPERTY LINE 152YSEAWARD LIMIT OF FILL & GRADING I COASTAL CONSTRUCTION 142.6'SEAWARD LIMIT OF EXCAVATION + 1 (1) 1 SEAWARD LIMIT OF SOD. 1 '2 1 42 . 6 SE 1 6 SEAWARD R AWARD EA D 3 L SEAWARC ,MIT OF F LIMIT OF EX CONTROL LINE (1988) 1 SE WARD LIMIT IT OF F q>- SEAWARD LIMIT OF FILL & GRADING) L ITO RESIDENCE 141.7' SEAWARD LIM IT OF PERGOLA I -SEAWARD LIMIT OF EXCAVATION. PLAT BOOK 26, PAGE 26A-I W i 131.2- SEAWARD LIMIT OF R�ESIDENCE S 0 PERGOLA. LIMIT 0 f45.3'LANDWARD LIMIT OF SEAWARD LIMIT OF PERGOLA. SEAWARD D LIMIT 0 S1 EXCAVATION & FILL SEAWARD LIMIT OF RESIDENCE. I i 133.1' i 55.4' 757 L 1 4 1 1 oi 13 1 30' RM 10,1. 1 1 i I I <L- COASTAL CONSTRUCTION CONTROL LINE (1977) I I PLAT BOOK 19, PAGES Eli PROPERTY LINE It FR Ai LANDWARD LIMIT OF 33.52 2 LANDWARD LIMIT OF DUNE. 1� OF SWALE EXCAVATION Pi PILL ACTIVITIES. CUNNINGHAM & DURRANCE CONSULTING ENGINEERS INC. 400 EXECUTIVE CENTER DRIVE, SUITE 108 WEST PALM BEACH, FLORIDA P: (561) 689-5455 F: (561) 640-7815 Tnm (L.B. & E.B., No. 4502) Dallas H. Durrance P.E. No., 17463 DATE 260.6' 281.6' 20.18'i PERGOLA 8.02 1 ...... J-1 7 f7l )M OF- �Njj L---- - -- --LIMIT OFAUG ER PILE CONS TRUCTICN. 131.2' L 41.3 150 200 250 300 50 14"O X 35' DEEP AUGER CAST PILES TOP EL. VARIES = 5.0 TO 6.4 TIP EL. VARIES = -30.0 TO -28.6 1�7-7 rw gT A j L103"OARS TAL C("`1N,1`r�- ICT ON CONTROL L".1"i ?0o I FINISH FLOOR ELEVATION NOTE PER 20'7 FBC-RESIDENTIAL R322.2.1 1. BU11 DINGS AND STRUCTURES IN FLOOD HAZARD AREAS, INCLUDING FLoob 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 PROP03ED FINISHED FLOOR ELEVATION q 8.02 NAVD = OK MIMI EARTHWORK (SEAWARD OF C.C.C.L.) EXCAVATION/FILL TABLE DESCRIPTION CITY. PURPOSE EXISTING ON -SITE MATERIAL: EXCAVATION 115 CY FOR FOUNDATION FILL ON -SITE 115 ,_-Y YARD GRADING FROM FOUNDATION EXCAVATIONS PROPOSED IMPORTED FILL MATERIAL: IMPORT FILL 115 CY COMFACTABLE FILL FOR FOUNDATION IMPORT FILL 100 CY CLEAN SAND FOR YARD GRADING TOTAL IMPORTED FILL: 215 CY (SEE CERTIFICATION NOTE) EXCA AT ON/FILL 0 ES: 1. ALL EXCAVATION IS AT LEAST 1 Off FEET LANDWARD OF THE DUNE IINITHIN THE PROPOSED FOOTPRINT. ' 2. ALL FILL FOR FOUNDATION WILL BE CLEAN COMPACTABLE FILL PLAG�P WITHIN THE PROPOSED FOOTPRINT 3. ALL FILL FOR YARD GRADING WILL BE PLACED AT LEAST 1 Off FEET LANDWARD OF THE DUNE WITHIN THE RESIDENCE'S YARD AND WILL BE FROM ON -SITE EXCAVATION OR TRUCKED IN CLEAN SAND. it x I z Rz R SCALE.* V = 21 MEAN HIGH WATER LINE AS LOCATED 8/11/2018, M.H.W. ELEV. 0.52'NAVD 1988. SEASONAL HIGH ----<:b WATERLINE 1 I ATLANTIC OCEAN ELEV. 5.34'NAVD 1988. T_ _T RIK RECr �4 A- JUL 3 2019 ....... Permitting Department St. Lucie county, FL - ----- ov, GE L------ 00 350 coO'D�\)CiOGG 'I � SCIIII.E. V = 20'-0" 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. IMPORT FILL CERTIFICATION NOTE ALL REQUIRED IMPORT FILL SHALL MEET THE FLORIDA ADMINISTRATI'it CODE SPECIFICATIONS/CRITERIA OF SUBSECTION 628-33.0051 THIS MATERIAL SHALL BE SAMPLED ON -SITE & CERTIFIED/VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER. PROVIDE RESULTS/REPORTS TO F.D.E.P. ONSITE INSPECTOR. �Mm REVISIONS: No: DATE COMMENTS 0 A05-14-19 F.D.E.P. REV. 0- I A 06-19-19 BLDG. DEPT. REV. 0 U z LU U LU J Dallas RE N E 0. Lu Job Number: Drawn By: rss 0 Date: 03-20-19 0 Sheet Number z GRAPHIC SCALE 1 of 2 0' 10' 20' 40' M m Fa " J ' WATER NG WAY` (50' WIDE PRIV TE R.O.W. - ENTRANCE RORD) a ¢ a 567"14'2 W 211.46' o o i _ 1 31 .2' 41.31 1 .3 �--__- _N6959'46"E 6900'__ -- ---_ , 55.4' �5. P%g 844 COASTAL CONSTRUCTION --� I LOT65 ?ix EXIST. CONTROL LINE (1988) x64 s I � ae t s.4 s> x s> �3 N ; WESTERLY LINE OF SEAGRAPES I PLAT BOOK 26, PAGE 26A-1 10' hI 5684286' °W2 3.70' I I ( U.E. iw z S9 WESTERLY LINE OF DUNE GRASSES FOUND Sr8 IRON ROD/CAP 04286' - -------------------------- S65 31 W 127.00 ------ ----------------- Evilml :lv'. ., /9 - -_- xCOASTALCONSTRUCTION I:'p/rj,,.x , : t�. > i� -\CONTROL LINE 1988, PLA7 r "/ BOOK 26, PAGE 26A-I 3' C / Q E TRACK -- 7.77 17.361y r r r p s a s s S s s Is .t {'13j'lF TRACTA U.G. L BENCHMARK #1ii' r - N /o SETNAIUDISK5102 -•L x - , /t t EL=4.87NAVD88 jF l;' ,T ,. ;0' .B y• s ?, .' �I3 :S __ __'� �•' .� __ t-_ s- - r _r• a_ '�_r7_x .-L /xt� __ I ___ _ ___ _____t__ ex k! i 5.0 r.______.__-- _X ______ __________�te s We 'W 243.03' p S631127.0 N PROPOSED EXISTING PERGOLA ELECTRIC BOX x 1� ^xsS_E_AS_O_N_tA_6L,HIGH I_G_Ha-'a �w ? WATER LINE UE• �I _ I . .PROPOSED ELEV.5.34' NAVD 1988. J RESIDENCE a; JATERSONG WAY i► LOT 67 SINGLE-FALE-FAY MILY (30' WIDE PRIVATE R.O.W.) m F.F. Q' 0" = 7.77 Z' J J : .... - .�'- COASTAL CONSTRUCTION w J a a W CONTROL LINE 1977, PLAT z BOOK 19, PAGE 8A-G I 0 0 z -Z oN ;� I9 : LN70`52'S1 'E - 61.6T------- - - _ v r IV 66° 6170 6 ?45060.9 - SITE I 152.1 t-PROPERTY LINE 260.6' COASTAL CONSTRUCTION 131.2' I 281.6' CONTROL LINE (1988) 133:' LIMIT OF EARTHWORK PLAT BOOK 26, PAGE 26A-I 55.4' L 75.7' 413 YARD GRADING. 30' R/W 10.1' I LIMIT OF BUILDING CONSTRUCTION. COASTAL CONSTRUCTION CONTROL LINE (1977) 20.3' PLAT BOOK 19, PAGES 8A-8G PROPERTY LINE L3' LIMIT OF DUNE. 33.27 9.3' 10.3' 18.1' 12.2' �OFSWALDE 30 3 _ i - P _- �1 19.43 - - - - 20 - --I--T----� -_ CUNNINGHAM & DURRANCE ' I LU I CONSULTING ENGINEERS INC. F # 400 EXECUTIVE CENTER DRIVE, SUITE 108 REVISIONS: WEST PALM BEACH, FLORIDA No: DATE COMMENTS P: (561) 689-5455 F: (561) 640-7815 0 (L.B. & E.B., No. 4502) LL 0 U Z w 7 F. U W F. T Ucc G W HCC G I MEAN HIGH WATER Z LINE AS LOCATED 8/11/2018, M.H.W. N ELEV. 0.52' NAVD 1988. 0 r ► ATLANTIC OCEANZ '0' ZERO CONTOUR LINE 33 f>= MEAN HIGH WATER LINE 40R R,t AS LOCATED 8/11/2018, x M.H.W. ELEV: 0.52' NAVD 1988. h Z - N all ° W. L Ift iq Lw 0 Lq 7 a LL 0 ., 0 rQ U 0 W Pg 0 SCALE: 1" = 20'-0"11-b Z W m J I Q k 0 MEAN HIGH WATER W LINE AS LOCATED 00 "1 In 8/11/2018, M.H.W. In ELEV. 0.52 NAVD 1988. Da� In �_ a) a ATLANTIC OCEAN U In T - = 0Q CI Q o 0 - -- - _ T - -- 7.77 -- - ( -- - - - - --- - - - - L.-- -- - CL t - -- to f - - uo a O 7 0 - - -- -- 'r BOTTM OF Zm UZFOOT EL. -.77O �w I rl -- --- �- -1--- „ a --�-- _.: - - - -� o� 20 - - I LIMIT F AUG R PILE _ _ _ _ ___ y --- -� ----- --- CONS RUCTI N. - --- - - -- --- --� J - - -- - -- - - - --= - - �_._ - -- - -- - - _ m - ri rn M i 30 - - ---�-- 1501:3' 200 250 300 350 N J U I 131.2' 0 501 100 14" 0 X 35' DEEP AUGER CAST PILES Q TOP EL. VARIES = 5.0 TO 6.4 ,`,� p TIP EL. VARIES = -30.0 TO -28.6 J 0 i Q I � O i I � 11 I G i S ✓fir.. Y r(7 _ NC9T iN DED - _. SCALE: 1" = 20'-0" ON �. D �..� d ski_ DurOzce R V v N N SEASONAL HIGH -- WATER LINE ELEV. 5.34' NAVD 1988. NOTES EARTHWORK (SEAWARD OF C.C.C.L.) EXCAVATION/FILL TABLE DES RIPTION CITY. PURPOSE EXC VATION 115 CY FOR FOUNDATION FILL bNSITE 115 CY YARD GRADING FROM FOUNDATION EXCAVATIONS 1. SURVEY INFORMATION PROVIDED BYCHRISTIAN 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, R. PRI OVI AR 8B40, --- FILL TRUCKED IN 115 CY COMPACTABLE FILL FOR FOUNDATION FILL TRUCKED IN 100 CY CLEAN SAND FOR YARD GRADING INFORMATION 4. PROPOSED STRUCTURAL DESIGN INFORMATION PROVIDED BY CSM ENGINEERING, CHARLES A. DARDEN JR., P.E. # 76910. Dallas H. Durrance P.E. No., 17463 DATE-------- EXCAVATION/FILL NOTES: 1. ALL EXCAVATION IS AT LEAST 10.0' FEET LANDWARD OF THE DUN€ 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 ONSITE EXCAVATION OR TRUCKED IN CLEAN SAND. .a.. W Job Number: FI- Drawn By: rss Date: 03-20-19 Sheet Nurnbei Z GRAPHIC SCALE 0' 10' 20' 40' i. rNl VIM F I I j I i j 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. EAST - SEAWARD SIDE TYPE'B' - WALL MOUNTED FIXTURE SEE SCHEDULE: AS PER'FWCCERTIFIED LIGHTING GUIDELINES: • DIRECTED DOWNWARD. • MAXIMUM MOUNTING 8'-0" ABOVE THE FLOOR. • SHALL NOT BE USED ABOVE THE FIRST HABITABLE FLOOR. OCEAN PORCH L�l ju I ELEV 6 { z Z zo - - r i � J I LD V �O 00 Z.O w POWDER JJJ rJ _ m �LLp ROOM I O` I a0 Ow ZO �' COO -pQ _ Z y N N r- ZO ZO I j BEDROOM #2 I, I CLOSET L- BATH #2 CLOSET X I BATH #1 BEDROOM #1 _ 71771 RIVER PORCH "PORCH_ T T 1r---------- --- -- I -- -- I I I I 1 I I i 11 I I I I I ( Il ALL FIRST FLOOR WEST SIDE I I ALL SECOND FLOOR WEST SIDE I EXTERIOR LIGHTING WILL BE -- -jj EXTERIOR LIGHTING WILL BE SHIELDED BY THE BUILDING. WEST LANDWARD SIDE NON-HASITABLE SHIELDED BY THE BUILDING. WEST - LANDWARD SIDE FIRST FLOC FLOORSECOND LIB xTIAtIPLAN v a g -' Y5i t . x ) 0 w. F REVISIONS: �. No: DATE COMMENTS 0 a c 0 U Z EAST - SEAWARD SIDE W NO THIRD FLOOR U EXTERIOR LIGHTING ON W EAST SIDE OF BUILDING F I I U I I � --------_.------------- f I Q W I I SUNRISE PORCH Q I I � LL I i Z �I 0 N� �' �� [ j I ',w.'i P `N 11 1 I 'art; yew Q C;i I- 0 I — MASTER iM= F I _ BEDROOM `4 Z ?1cc w U m ��9 - I <4 - I «PJIII w e i LL 10 w Z �4 IPh I yJ�� zLLw ELEIV MASTER BATH �- l= IIIIfII E = h, kD ;{ 0 a Oz? w0 2IMM 0 OO zZ z o co p � �wmJ COO Uj 00 00 I- MASTER I Q Q I CLOSET I - I *k00 o � u TYP. / } --------J I EAST Q SEAWARD `� L-----J --- - = I L U 8" 4'-8" MAX. 4'-8" MIN. _ BATH #3 _ _ _ I / Q 10'-0" Jc Z BOTTOM OF CONCRETE BEAM SHALL BE A MIN. f Q OF 12" BELOW PORCH CEILINGS. PROVIDING 12" p l i OF ADDITIONAL SHIELDING FOR RECESSED LIGHTS. D- Q F TYPICAL AROUND PERIMETER OF ALL PORCHES. y BEDROOM #3 -- ._ — — = I i w I PORCH CEILING LIGHTING SHIELDING s SUNSET POR H d p U D C) c 0 - _ _ 1 _, I � _ w ij -1- r _ _ I I r---- - T I I I I---------J I I I I L ALL THIRD FLOOR WEST SIDE I' J EXTERIOR LIGHTING WILL BE SHIELDED BY THE BUILDING. WEST - LANDWARD SIDE 4 Hn L 11 Ld ° i d ANG3 PLAN SCALE. 3/16" = 1-1 LIGHT FIXTURE SCHEDULE: MARK DESCRIPTION E 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 T-O" 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 ATT-O" 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 T-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. xwcnco�.+cac-Pa, mx2i LL P O � U U — 00 I_ Y rn J N U Q O Q W f H p LL 0 LLI U- a W Job Number., F Drawn By: rss IA Date: 03-20-19 Sheet Number Z Q .G.,. f3P5 •"C �l O K WATER NG WAY REVISIONS: Fz Q v > No: DATE COMMENTS 0 (50' WIDE PRIV TE RO.W. -ENTRANCE ROAYJ� a ¢ > ° , W W W W z 567 I z 1 a 946 z z z z o a 06-19 19 BLDG. DEPT. REV. 0 0 oN oN --- 0 F --- _ N69'S946"E 69:00'. ! ! Z ------------- 777 Lu N I I ! I 1 of ' I I I �� 1 I LOT F)rJ x ss s> a es EXIST. PVC FENCE I I Q x 4e I k sa s> + s> a WESTERLY LINE OF SEAGRAPES 0 ° 0 IN _Z' ,_ I I W 10' I 3 WESTERLY LINE OF DUNE GRASSES 2 2 i H I 'u.E. ( _ _ S65 313 W 127.00 S65°31'36"W 2 3 70' 6s T - -- -- - -------------------------------------- ------------------* COASTAL CONSTRUCTION I _ , I i t ,=p - 6,50 '> o j p 'op s, >? s - zy - -I - oa CONTROL LINE 1988, PLAT 6.50 7.00 ? s, BOOK 26,' PAGE 26A 1', '} �I o / \ = I I I LL LL r L'" -- EAR SETBACK v / O I I Z " 8.02 a s 1o11 >? Ltv�ir 1 11 'o s 8 ucrn s s s s Is a z o ATLANTIC OCEAN O 7.60 3 � I H Lgl I I tag Q 6.52 q U.G. LP e' 1 I a s N BENCHMARK #1 O N I I I p� CL 6.54 6.76 _ Z ` �a ! 0 SET NAIL/DISK 5102 �1} i�}I, is O �i! EL=4.87 NAVD88 1 / I rI I I '0' ZERO CONTOUR LINE y TF LI I So s I I MEAN HIGH WATERLINE a % I- . e, -- -� -- -- - -x ---------/--- ------ ----- - ----k - ---� - --`---�sr-+ �---��----- - 9-----+-ss- -t -- --- 7-- ------ - °a EL=0:52'NAVD88 7 I ii I!I ..._ T .g ._s. x 1.'FI +7 I>3,(l �3, +7J.: 7 x%o 97 .3 >p ? ` a .z .a ZZ 1 ",�„ i so 4> I 0 a S65°31 K 127.00' I� s a zs ''8 a ° e I I ,0 LL' � ' s 565°31'3 "W 243:03' Q I. F i ro 10' + sZ PROPOSED 3 I U.E. PERGOLA �"'I 0 w �4p I +s> +s,2 $e ;+Bs SEASONAL HIGH WATER LINES I M I ` F �r I ELEVATION IS 5.34' NAVD19$8. I I1 T N f I 3;� Q N PROPOSED JATEkSONG RES1D WAY I � O (- SINGLE-FAMILY �, Z (30' WIDE (PRIVATE R.O.W.) F.F. = 0' 0" - 8:02 z �. i, LL LOT 67 3-STORY Iv 665°31'36"W w W (� J COASTAL CONSTRUCTION S �? CONTROL LINE 1977, PLAT r) D a a v 1 W 4L /fit-W W J It 1 z z a BOOK 19, PAGE SAG 1iS� v ;, .. o l z z F%hy, P'' Ln �q O-------------- I N70°62'S1 .1fii-----.--------j: I�� e � � F , pp �LL R 66° F8 em .09 LtJ 0 Z ¢" ,;W so dUL SITE PLAN 1 - 20 0 LrL 0 C_1 i RECEI a ry G I �2 0 JUL 3 2019 M Lu Permitting DepartmentZZZ St. Lucie County, FL 0 ry Z W m GENERAL NOTES: DATUM CONVERSION FACTOR FINISH FLOOR ELEVATION NOTE ALL SITE IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THESITE Q 1. SEE SHEETS A-1 & A-2 FOR ALL INTERIOR & EXTERIOR DIMENSIONS. 1. ALL ELEVATIONS REFERENCED TO NAVD-88. PER 2017 FBC RESIDENTIAL R322.2.1 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT DATA: I N PREPARED BY CIVIL -1 F-1 F- FOR FOUNDATION &AUGER. PILE DETAILS.. PROPERTY ADDRESS: LOT 66; WATERSONG SOUTH P.U.D.1. BUILDINGS AND STRUCTURES IN FLOOD HAZARD AREAS, INCLUDING C L ENGINEER: DALLAS H. DURRANCE P.E. No:, 17463 2. SEE SHEETS F 3 2. THE CONVERSION FACTOR FROM NAVD-88 TO NGVD-27 IS 1.48 FEEL ST: LUCIE COUNTY, FLORIDA 34487 FLOOD HAZARD AREAS DESIGNATED AS COASTAL'A' ONES, SHALL HAVE W 3. BEFORE SOD IS LAID, THE FINISH SITE GRADING SHALL BE INSPECTED BY � CUNNINGHAM &DURRANCE CONSULTING ENGINEERS, INC. THEGOVERNING WATER CONTROL DISTRICT &/OR SAINT LUCIE COUNTY (NAVD-88 + 1.48' = NGVD-27) THE LOWEST FLOORS ELEVATED TO OR ABOVE THE BASE FLOOD ELEVATION 0 00 0: P.C.N.: 2532 50-0080-000 9 + 1.48' = 17.00 NGVD 27. PLUS 1 FOOT, OR THE DESIGN FLOOD ELEVATION, WHICHEVER IS HIGHER R 00 ul AS APPLICABLE. EXAMPLE: 15.52 NAVD-88 00 UD 00 4. SITE GRADING SHALL DRAIN AS INDICATED ON SITE PLAN. FLOOD ZONE 'AE' BASE FLOOD ELEVATION = 7.0 NAVD `��� �r`_G� pG 2 5. SIDE PROPERTY SLOPES SHALL NOT EXCEED A 4:1 SLOPE PER SAINT LUCIE LEGAL DESCRIPTION: ALL OF LOT 66, ACCORDING TO 0G0 W Ln N F COUNTY AS APPLICABLE. THE PLAT OF WATER ONG SOUTH P U D. PLAT NO. ONE MIN. FLOOR ELEVATION = 7.0 + 1.0 FOOT = 8.0 NAVD �`v�V OMQ� . `N� 00 0 6. DRIVEWAY TURNOUTS SHALL BE PER SAINT LUCIE COUNTY SPECIFICATIONS ACCORDING TO THE PLAT THEREOF AS RECORDED IN _ VD = OK pVOG G`G CjQV 0 0) 1 W PROPOSED FINISHED FLOOR ELEVATION - 8.02 NA V V ' W AS APPLICABLE. PLAT BOOK 42, PAGE 34, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LAND CLEARING & FILL NOTES: f I 1. THERE ARE NO PLATTED PRESERVE AREAS ON SITE. ZONING: PUD ( I k E 4 S !`� 6 E- J 2. THE VACANT PARCEL HAS BEEN SURVEYED AND NO ENVIRONMENTALLY LOT SIZE: 5,080 S.F. (L11 ACRES) a. I.9 I PRO ID (2) 10" X 10" NDS BUBBLER BOXES k S� } SENSITIVE OR ENDANGERED FLORA, FAUNA, OR WILDLIFE ARE ON SITE. 10, AT N1 = PROPERTY CORNERS W/ 6" 0k j� I � U 3. ENTIRE SITE PREVIOUSLY CLEARED AND SODDED. EXCAVATE ENTIRE PAD STRUCTURE LOT CO ERAGE: I U.E. I BLACK FLE IBLE DRAINAGE PIPE MANIFOLD, & DRIVE AREAS TO APPLICABLE PILE CAP ELEVATIONS. HOUSE FOOTPRINTS.F. 2,080 S.= 40:9% CONNECTED TO ALL DOWNSPOUTS, TYPICAL 4. PROOF ROLL BUILDING PAD AREA I I I BOTH SIDES. VERIFY W/ GUTTER COMPANY. e i 0 5. PROVIDE COMPACT CLEAN FILL IN 12" LIFTS AS REQ'D. SETBACKS: PROVIDED REQUIRED I (3) 3"X4" DOWNSPOUTS I Q 6. ALL LIFTS SHALL BE TESTED FOR COMPACTION, INCLUDING PROOF ROLLING, I I O W/ (4) DENSITY TEST PER LIFT. FRONT (WEST) 1 1' 10.0' ALONG NORTH WALL. REAR (EAST) 41.3' 40.0' TYP. OF (6) TOTAL. ° ,' 7, ALL COMPACTION SHALL INCLUDE PASSES W/ ROLLER AND AS PER SIDE (NORTH) 6. 6' 6.0' S65 31'36" 7.00' A _ �O __ __ __ __ __ .Z_ _�3 �_ �*- Q N W GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. } 1- - - - - • 8. PROVIDE PROCTOR FOR FILL MATERIAL. SIDE (SOUTH) 6. 6' 6.0'� } 4 S Q I 6 SITE SQUARE FOOTAGE BREAKDOWN: 1 ri} I 5.80 6.50 2 g m 2� DESCRIPTION ACRES SQ. FT. °6 1 Ti Z } I ' DS 6.50 DS o N 6.50 DS 7.00 7.00 i in 0 SITE SPECIFICATIONS9. ALL DENSITIES REQUIRE MIN.9s�°AASFIToT1ao: TorALSIrE: '671 S,o80 100.0 I �, ---=_ - a IT } �i 7.60 7.50 I 0 r 0 PROPOSED SITE AREAS i j- { - 41.3' O m 1. COORDINATE W/ OWNER & SOILS REPORT FOR PROPER SITE PREPARATION TOTAL IMPERVIOUS 0.05 2,465 48.5 .7 t }}'{rrn & BUILDING PAD COMPACTION. 7.53 _ 7.50 7.17 7. REAR SETBACK x C) Z Q 2. PROVIDE COMPACTION TESTS AND CONCRETE TESTS PER CODE: HOUSE RIVEW IN 2,385 47.9 r } { 4. a� Z 3. PROVIDE TEMPORARY SANITARY, WATER AND ELECTRICAL SERVICES AS PAVER DRIVEWAY ALK: 385 7.6 " } } t } 8.02 L, } T r I I E A, U = O REQUIRED. TOTAL PERVIOUS: (OPEN AREAS) 0.06 2,615 51.5 I i�. G t 7.60 F LL � 4. PROVIDE MAIL BOX PER SAINT LUCIE COUNTY REQUIREMENTS. 1 � � I �� 6s2 PROPOSED S. IRRIGATION SYSTEM TO CONNECT TO EXIST. RECLAIMED WATER SYSTEM S t C 1 RESIDENCE I N ( ° F IN REAR OF PROPERTY. I d W 6. FPL, ATT, FIBER, & CABLE SERVICE AND CONNECTION FEES BY OWNER. l } 3-STORY r4 " - 00 SQUARE FOOT�GE B IFAICUUWN BENCHMARK#1 _ ([ SINGLE-FAMILY I 7.60 ( v h .:I m m 2 r SET NAIL/DISK 5102 } �1 t F:F. - 0'-0" = 8.02 Q U.G. LP Z I cu V 1st FLOOR: EL=4.87 NAVD88 1' ., r - - - CONDITIONED LIVING AREA: 0 S.F. CONDITIONED STORAGE AREA: 908 S.F. ' F I �{ C T 6.54 A 6.76 7.50 7.17 7. Q GARAGE: 709 S.F. } 1. L`a - J q CU CU T50 C) Q COVERED GARAGE ENTRY: 50 S.F. �}i._ 1 - CU O E _ _ FRONT PORCH: 64 S.F. yf {L, W PAVERS TO BE SELECTED BY OWNER. REAR PORCH: 278 S.F. DS DS oc DS ( x 7 }1} 65 6.92 7.50 6.92 o j F MECHANICAL PORCH: 71 S.F. }(��m 7.00 7.00 ' o W SAND -FILLED JOINTS. t� L k k s SUB -TOTAL 2,080 S.F. ( r HOLD BULKHEAD DOWN 1". 2nd FLOOR._ �TrI, r L 6 AT&T & COMCAST GSEICEA S6, 31'II3 2700 " 6 5----- -- } EXISTING U:. RV5 ,. 5 •8 I = � r F. LANDSCAPE CONDITIONED LIVING AREA: 1,660 S.F. 1 .0 I UTILITIES VERIFY W/ LOCAL SERVICE REP. �� I ? L FRONT BALCONY: 62 S.F. EXISTING (3) 3"X4" DOWNSPOUTS 500 GAL. UNDERGROUND : , �D a 300 A, 120/240V, 10 U.G. ELEC. ' �- -` REAR BALCONY: 278 S.F. ELECTRIC BOX SERVICE VERIFY W/ FPL REP. ALONG SOUTH WALL. LP GAS TANK. PROVIDE ; 0 SUBTOTAL 2,000 S.F. I A' 6. (6) TOTAL. SEPARATE PERMIT. uu y EXISTING 6 1-1/2"WATER SERVICE. LL 3rd FLOOR: CONDITIONED LIVING AREA: 1,660 S.F. 1 I 1 UTILITIES VERIFY W/ UTILITIES REP. I a BULKHEAD, 3000 PSI GROUT IN PLACE. FRONT BALCONY: 62 S.F. -- REAR BALCONY: 278 S.F. 1" MIN. COMPACTED STRUCTURAL SUB -TOTAL 2,000 S.F. I LEVELING SAND. AREA TOTALS: 12"MIN. COMPACTED SUB -GRADE COND. STORAGE AREA: 891 S.F. 14.8 % TO 98% AASHTO-T180. COND. LIVING AREA 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5 % PROVIDE (2) 10" X 10" NDS BUBBLER BOXES W I AT NW & SW PROPERTY CORNERS W/ 6" 0 A, S Job Number. I ( BLACK FLEXIBLE DRAINAGE PIPE MANIFOLD, k 6 2^ 6 ; k 6.6 Drawn By: rss 10, CONNECTED TO ALL DOWNSPOUTS, TYPICAL U.E. BOTH SIDES. VERIFY W/ GUTTER COMPANY. Date: 03-20-19 Sheet Number Z COVERED PORCHES: 489 S.F. 8.0 % ° " y a s re. ss� Q COVERED BALCONIES: 680 S.F. 11.1 % r` z ��a n i 0 y 4 N 3 DER (NSA. �,ATION DETAIL 2 4 N TOTAL ONDITIONE AREA: 4,211 S.F. C N.T.S. TOTAL GROSS AREA: 6,080 S.F. C_1 C 1 SCALE: 1" = 10'-0" I WATER N6 WAY II II (50' WIDE PRIV TE ROW: - ENTRANCE RORD) ¢ a a S67°19-2 'W 2,11.46 z z W W Z Z 2 0 2 0 - -------------------------- -N69_59.46"E I 7777 -� I I LOT 65 k s.B EXIST. PVC FENCE WESTERLY LINE OF SEAGRAPES I 10, h N ; WESTERLY LINE OF DUNE GRASSES a�l. Z ' U.E. I S65°31'3§ W 127.00' 1, ' S65031'36"W 2 3.70------ - ----------- ss --------- I _� - �- f*-y --xs----------- 5----- - 6 a Z$ 0 1 a a 7 @ a 6 COASTAL CONSTRUCTION �'' - - 6.85 '� 0 6.$5 6.85 �`� - 3 --- - a s,r CONTROL LINE 1988, PLAT w BOOK 26, PAGE 26A-1 41.3' c / - EAR SETBACK 7.36 aT'{ I / r 7.77 _ 7.26 a �^^9 N/ a s ro Tr rz isg I3 r ry 71 s e 7 F 5 s 6.4$ N I u7 I , U.G. LI ° BENCHMARK#1 e `L� N 1 SET NAIL/DISK 5102 +' Z ` I/a0I EL=4.87 NAVD88 51 /1 6.3 6.85 + I 1 I / j3-,---- ---- $65°31 127.00' ,, 5 B8 teosbra Fn M 10' I " x s.z PROPOSED I ) CR E U.E. PERGOLA k i a6 a I PROPOSED60 a �s 60 RESIDENCE a ITERSONG WAY j LOT 67 3-STORY ZoI SINGLE-FAMILY N (30' WID PRIVATE R.O.W.) c z S F.F. = 0' 0" = 7.77 _ I S65°3Y36"Y✓ COASTAL CONSTRUCTION ¢ I ¢ 4 CONTROL LINE 1977, PLAT BOOK 19, PAGE 8A-G 2 O `- - ____ r N70° NR 66" F770 8g6>4S34 409 V w: GENERAL NOTES: SITE DATA: DATUM CONVERSION FACTOR 1, SEE SHEETS A-1 & A-2 FORALLINTERIOR & EXTERIOR DIMENSIONS. 1. ALL ELEVATIONS REFERENCED TO NAVD-88. 2. SEE SHEETS F-1, F-1, F-3 FOR FOUNDATION & AUGER PILE DETAILS. PROPERTY ADDRESS: LOT 66, WATERSONG SOUTH P.U.D. 2. THE CONVERSION FACTOR FROM NAVD-88 TO NGVD-27 IS 1.48 FEET. 3. BEFORE SOD IS LAID, THE FINISH SITE GRADING SHALL BE INSPECTED BY ST. LUCIE COUNTY, FLORIDA 34987 (NAVD-88 + 1,48' = NGVD-27) THE GOVERNING WATER CONTROL DISTRICT WOR SAINT LUCIE COUNTY EXAMPLE: 15.52 NAVD-88 + 1.48' = 17,00 NGVD-27. AS APPLICABLE. P.C.N.: 2532-5 0 0080-000-9 4: SITE GRADING SHALL DRAIN AS INDICATED ON SITE PLAN. 5. SIDE PROPERTY SLOPES SHALL NOT EXCEED A 4:1 SLOPE PER SAINT LUCIE LEGAL DESCRIPTION: ALL OF LOT 66, ACCORDING TO COUNTY AS APPLICABLE, THE PLAT OF WATE SONG SOUTH P.U.D. PLAT NO. ONE 6. DRIVEWAY TURNOUTS SHALL BE PER SAINT LUCIE COUNTY SPECIFICATIONS ACCORDING TO THE PLAT THEREOF AS RECORDED IN AS APPLICABLE. PLAT BOOK 42, PAG E 34, OF THE PUBLIC RECORDS OF ST. LUCIE COUN TY, FLORIDA. + LAND CLEARING & FILL NOTES: 1. THERE ARE NO PLATTED PRESERVE AREAS ON SITE. ZONING: PUD 2. THE VACANT PARCEL HAS BEEN SURVEYED AND NO ENVIRONMENTALLY LOT SIZE: 5,080 S.F. 0.11 ACRES) I PROVIDE (2) 10' X 10" NDS BUBBLER BOXES SENSITIVE OR ENDANGERED FLORA, FAUNA, OR WILDLIFE ARE ON SITE. 10, AT NW & SW PROPERTY CORNERS W/ 6" 0 3. ENTIRE SITE PREVIOUSLY CLEARED AND SODDED. EXCAVATE ENTIRE PADSTRUCTUREI U.E. BLACK FLEXIBLE DRAINAGE PIPE MANIFOLD, & DRIVE AREAS TO APPLICABLE PILE CAP ELEVATIONS. HUSE TPRI C COVERAGE HOUSE FOOTPRINT = 2,080 S.F. = 40.9% CONNECTED TO ALL DOWNSPOUTS, TYPICAL 4. PROOF ROLL BUILDING PAD AREA. I I I' BOTH SIDES. VERIFY W/ GUTTER COMPANY. 5. PROVIDE COMPACT CLEAN FILL IN 12" LIFTS AS REQ'D. SETBACKS: PROVIDED REQUIRED (3) 3"X4" DOWNSPOUTS 6. ALL LIFTS SHALL BE TESTED FOR COMPACTION, INCLUDING PROOF ROLLING, FRONT (WEST) 0.1' 10.0' I I I ALONG NORTH WALL. W/ (4) DENSITY TEST PER LIFT. REAR (EAST) 41.3' 40.0' TYP. OF (6) TOTAL. 7. ALL COMPACTION SHALL INCLUDE PASSES W/ ROLLER AND AS PER SIDE (NORTH) GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ;�06 06' 6.0' SIDE (SOUTH)' 6.0' 8. PROVIDE PROCTOR FOR FILL MATERIAL. SITE SQUARE FOOAGE BREAKDOWN I � �. r 9. ALL DENSITIES REQUIRE MIN, 98%AASHTO-T180. �{� DESCRIPTION ACRES SQ. FT. % ( }j i b.85 DS 6.85 DS TOTAL SITE: 0.11 5,080 100.0 a r �- SITE SPECIFICATIONS: Ear ` I PROPOSED SITE AREAS 1 1. COORDINATE W/ OWNER & SOILS REPORT FOR PROPER SITE PREPARATION TOTAL IMPERVIOUS:0.05 2,465 48.5 L t I1 &BUILDING PAD COMPACTION. HOUSE FOOTPRINT: 2,080 40.9 2. PROVIDE COMPACTION TESTS AND CONCRETE TESTS PER CODE. PAVER DRIVEWA(/WALK: 385 7.6 7 T_- 3. PROVIDE TEMPORARY SANITARY, WATER AND ELECTRICAL SERVICES AS TOTAL PERVIOUS: IOPEN AREAS) 0.06 2,615 51.5 REQUIRED. - - 4. PROVIDE MAIL BOX PER SAINT LUCIE COUNTY REQUIREMENTS. Il� ijj ( PROPOSED 5. IRRIGATION SYSTEM TO CONNECT TO EXIST. RECLAIMED WATER SYSTEM IN REAR OF PROPERTY. L 1 RESIDENCE 6. FPL ATT, FIBER &CABLE SERVICE AND CONNECTION FEES BY OWNER. 6.44 z_c rr�ov i PAVERS TO BE SELECTED BY OWNER. SAND FILLED JOINTS. HOLD BULKHEAD DOWN 1". LANDSCAPE i I i 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 C 1 - N.T.S. SQUARE FOOTAGE BREAKDOWN 1 st FLOOR: CONDITIONED LIV NG 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 LIV NG AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. 3td FLOOR: CONDITIONED LIV NG AREA: 1,660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 278 S.F. SUB -TOTAL 2,000 S.F. AREA TOTALS: COND. STORAGEAREA: 891 S.F, 14.8 % CON D. LIVING AR A: 3,320 S.F. 54.6 % GARAGE: 700 S.F. 11.5 % COVERED PORCHES: 489 S.F. 8.0% COVERED BALCO IES: 680 S.F. 11.1 % TOTAL CONDITION D AREA: 4,211 S.F. TOTAL GROSS ARE 6,080 S.F. �0 1 � �p i I� i� - I - -_.- ■■■L- f s - I PROVIDE (2) 10" X 10" NDS S0 ds ----'Fx Isr -x---- xs.2 -- -- ---- ------ 9 S65°313 "W 243.03' S65031'36"W 127.00' V SEASONAL HIGH WATER LINE ELEVATION IS 5.34' NAVD 19E ; 1 m J J W y O O LU REVISIONS: a No: DATE COMMENTS 0 a IY 0 W D f- U W F- Q I W ?? o, 0 I LL Z 0 o ATLANTIC OCEAN F� IAx O' ZERO CONTOUR LINE MEAN HIGH WATER LINE TT I- 03 EL=0.52'NAVD88&n. v) ] Neva � 4Z E QC W �6 x ' 1vl u el x ^ + 0 � � , LL 1� 2 10 a. ., a SCALE. 1" = 20'-0" 0 0 v 0 m. a Z W f11 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 !I J J W t 00 Lu 00 N L= I F a Ln 00 O k ko � FT ko `:i T cu V� I I I "I� v J a 1 } ' I a 0 U v) V, I I �I Z I I JC p Q _Tx O F N 7 L L 0 if rn0 413 0 0 6.74 REAR SETBACK 'C Z pw a, x Q �. Y o 0U N' W 00 d as F M l U.G. LP I M N J U X l) W per + -O LL - ---- -------- N } `tCL I rM1M W I I - a L 0 � w LL I a I W Job Number: _ L AT NW & SW PROPERTY CORNERS W/ 6" 0 i EO Drawn B rss F I BLACK FLEXIBLE DRAINAGE PIPE MANIFOLD, i C` Y' N CONNECTED TO ALL DOWNSPOUTS, TYPICAL ; NOT IN NiIT Date: 03-20-19 BOTH SIDES. VERIFY W/ GUTTER COMPANY. S P 0 ON THI Sheet Number Z - - r N H , 2.-. i '." _ �"`Y aa6 7Fx ' .k. F' r•a �' ..: !Y R�AiL.i ..a ' k` C 1 SCALE• 1" = 70,_W b s CES CV-SP 2 FM 18 CA-QE 1 I Ktt r UKmJ HIVIJ Code Name rnLru Quantity Scientific Name Common Name Planting Size CR 3 CLUSIA ROSEA LARGE LEAF CLUSIA 8' X 5' BB TREE FORM 42' CT CES 2 CONOCARPUS ERECTUS SERICEUS SILVER BUTTONWOOD 8' CT, 18' OA Z)Mun r ummJ Code Name a. ulu.lurvuw v l— 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 I6' #3, 24' OC SAV A SCHEFFLERA ARBORICOLA TRINETT VAR EGATED SCHEFFLERA 30' X 20' #3, 30' OC u ATCDT AI 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 SPREAD PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • FLAG GUYING WIRES WITH SURVEYOR TAPE RUBBER HOSE 1" DIA. GUYING WIRES 2 STRAND TWIST 12 GUAGE WIRE FORM MULCH 3 2"X4"X24" PRESS TREATED SAUCER STAKES — TOP OF STAKE _ 6" ABOVE GROUND III SPECIFIED PLANTING MIX—±, WATER & TAMP TO REMOVE AIR POCKETS I_L�I I I -III -III -III -III- NOTE: Il�lll III-I�ITI�„1 I I-1LI„ STAKING AS REQUIRED 2 X BALL DIA. TREE PLANTING SCALE: NOT TO SCALE 20 LAY�RS BURLAR 2" DEPTH 4" TREE WELL BANDING LANDSCAPE TIMBER BRACE W/ 2X4 PAD. 3 REQ. 120APART PALM' PLANTING SCALE: NOT TO SCALE 2'-2X4 STAKE 1— PER BRACE SOIL MIXTURE TNF, FFNrF EXISTING DUNE VEGETATI❑N DO NOT DISTURB LANDSCAPE CONTRACTOR NOTES LANDSCAPE LIGHTING LEGEND ALL PLANT MATERIAL SHALL BE FLORIDA #1 OR BETTER. PLANTS WILL BE INSPECTED BY THE LANDSCAPE ARCHITECT. THOSE PLANTS THAT DO NOT QUANT, SYM DESCRIPTION MEET THE SPECIFICATIONS IN SIZE OR GRADE WILL BE REJECTED. THE LANDSCAPE CONTRACTOR SHOULD HAVE A COMPETENT FOREMAN 11 O PATH LIGHT LARGE CHINA HAT PATH LIGHT IDENTIFIED AT THE BEGINING OF THE JOB WHO WILL BE ON THE JOB VINTAGE BRASS F P 18 C 9 THROUGHOUT THE INSTALLATION OF PLANTING. THIS PERSON SHALL BE AMBER 5 9 0 / 15 0 0 K 3 WATT, 18" HT, RESPONSIBLE FOR DIRECTING THE CREW AND ANY SUBCONTRACTORS MANUFACTURER+ COASTAL SOURCE, LCC WORKING FOR THE LANDSCAPE CONTRACTOR AND SHALL ACT AS THE WILDLIFE CERTIFICATION NUMBERI 2014-029 ! LANDSCAPE CONTRACTOR'S REPRESENTATIVE TO THE OWNER AND LANDSCAPE ARCHITECT. NOTEo THE INTENT OF THIS PLAN AND LIGHTING INFORMATION IS ONLY TO SPECIFY THE TYPE OF FIXTURES AND THE LANDSCAPE CONTRACTOR SHALL LAY OUT AREAS TO BE PLANTED AND THEIR LOCATION SO THAT THEY FIT PROPERLY INTO THE LANDSCAPE. IT SHALL BE THE ELECTRICIAN'S SOLE ARRANGE A MEETING WITH THE LANDSCAPE ARCHITECT FOR APPROVAL BEFORE PLANTING. 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 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATIONOF ALL AREAS TO RECEIVE PLANTS. ALL PLANTS, GRASSES AND AVAILABLE TO REVIEW OR FLAG THE LOCATION OF THE FIXTURES AFTER THE LARGE TREES AND PALMS ARE WEEDS SHALL BE REMOVED BY HAND, ROTOTILLING OR BY SCRAPING. PLANTED AT THE REQUEST OF THE OWNER OR GENERAL CONTRACTOR. ALTHOUGH THE PATH LIGHTS AND GROUND IS TO BE LEVELED AND WATERED IF DRY, FILL TREE AND PALM HOLES UPLIGHTS ARE LOW VOLTAGE THE USE OF CONDUIT IS RECOMMENDED TO LESSEN DAMAGE DUE TO LANDSCAPE WITH WATER PRIOR TO PLANTING. IF WATER DOES NOT COMPLETELY DRAIN AND IRRIGATION MAINTENANCE. FROM HOLE WITHIN FOUR HOURS, CONTACT LANDSCAPE ARCHITECT FOR APPROVAL BEFORE PLANTING. PLANT HOLESARE TO BE BACKFILLED 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 ROOTIPS. 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. FORM SAUCER WI" 3" CONTINUOUS R SPECIFIED PLANTII MIX. WATER & T TO REMOVE AIR POCKETS SHRUB PLANTING SCALE: NOT TO SCALE REV: 1/23/19 DATE:1/9/19 SCALE :1/8" = T 1.1ANIDSCAPE 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 i GENERAL NOTES STUCCO NOTES: 1. CONSTRUCTION SHALL FOLLOW 2017 EDITION OF THE 12. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL 1 ALL WORK SHALL BE AS SHOWN PER D DRAWINGS. "FLORIDA BUILDING CODE" AS ADOPTED BY ST. LUCIE COUNTY BE INSTALLED PER MFR'S RECOMMENDATIONS AND SPECS. 2 PROTECT WINDOWS, DOORS, SLABS, DR OTHER SURFACES AS APPLICABLE AND ALL APPLICABLE AMENDMENTS, AS 13, CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO AS REQUIRED, PRIOR TO BEGINNINGWORK APPLIES TO A TYPE V CONSTRUCTION. THE BUILDER AND OWNER FOR APPROVAL. 3. USE BONDING AGENT AS REQUIRED FOR PROPER ADHESION 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH 14 CABINET SUPPLIER SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO MASONRY. THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF TO ANY FABRICATION OF CABINETRY OR MILLWORK. 4. ALL WORK INCLUDING BANDS, OUTSIDE CORNERS, THE FLORIDA MODEL ENERGY CODE. CONTRACTOR WINDOW & DOOR RETURNS, COLUMNS, &BEAMS THAT SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING 15. WINDOW AND DOOR SIZES SHOWN ARE NOMINAL. VERIFY RECEIVE STUCCO, SHALL BE ADJUSTED AS REQUIRED TO CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE REQ'D. ACTUAL & ROUGH OPENING DIMENSIONS IN FIELD ENSURE SQUARE, PLUMB, AND LEVEL LINES WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE BEFORE FRAMING OR FORMING OPENINGS. 5. STUCCO SHALL EXTEND A MIN. OF 6" BELOW FINAL GRADE. SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 16. WINDOW & DOOR SUPPLIER SHALL FIELD VERIFY ALL 6. PROVIDE ROOF VENTS PER PLANS. 3. THE BUILDER MAY SUBSTITUTE ITEMS WHICH THEY OPENING DIMENSIONS PRIOR TO ANY FABRICATION. 7. PROVIDE EXPANSION JOINTS AT AREAS WHERE PLYWOOD BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SHEATHING MEETS MASONRY AND PORCH SOFFITS AS SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE 17. WINDOW & DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS REQ'D. BY CODE &/OR PER PLANS. 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. PAINTING NOTES: 4. ALL WORK BY ALL TRADES TO BE COMPLETED IN 18. ALL WINDOWS AND DOORS SHALL BE CAULKED AND ACCORDANCE WITH ALL APPLICABLE CODES ORDINANCESp WEATHER-STRIPPED. WINDOW UNITS SHALL DISP Y LA 1. ALL WINDOWS DOORS, RAD S O JACE qT SURFACES SHALL BE STANDARDS OR RESTRICTIONS, WHETHER INDICATED LABELS SHOWING COMPLIANCE WITH THE STATE OF FLORIDA PROTECTED/COVERED PRIOR TO PAINTING AS REQUIRED. j ON THE DRAWINGS OR NOT. ALL CONTRACTORS, ENERGY CODE, PRESSURE RATINGS, IMPACT APPROVAL. 2. STUCCO WALLS / BANDS: APPLY TIN D (2) COATS EXTERIOR SUBCONTRACTORS, AND SUPPLIERS TO BE PROPERLY 19. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE PRIMER COATING / HOT PRIMER TINTED AND ONE (1) FINISH LICENSED AND INSURED AS REQUIRED BY LAW BEFORE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL COAT EXTERIOR GRADE MASONRY SATIN FINISH COAT I PERFORMING ANY WORK ON THE PROJECT. PROVIDE A CLEAR OPENING OF NOT LESS THAN 20" IN 3. FASCIA: ONE (1) COAT WATER -BASE EXTERIOR PRIMER AND CONTRACTOR SHALL COORDINATE ALL THE WORK WIDTH AND 24" IN HEIGHT AND 5.0 SQ. FT. IN AREA MIN: TWO 2 COATS EXTERIOR LATEX SEMI O S -GLOSS i GLOSS FINISH COATS. OF ALL TRADES INVOLVED. THE BOTTOM OF THE OPENING SHALL NOT BE MORE ALL COUNTERSUNK NAILS OR OTHE DEFECTS TO BE FILLED THAN 44" ABOVE THE FLOOR. LATCH AT 54" A.F.F. MAX. AND SANDED PRIOR TO FIRST FINISH COAT. 6. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING 4. ALL JOINTS BETWEEN STUCCO & DC ORS/WINDOWS SHALL OF STRUCTURAL OR NON-STRUCTURAL MEMBERS 20. USE'J' BEAD OR METAL CORNER BEAD AT ALL LOCATIONS BE THOROUGHLY CAULKED WITH POLYURETHANE SEALANT. DURING CONSTRUCTION. WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. 5. GARAGE OVERHEAD DOORS SHALL REMAIN FACTORY FINISH 7. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF 21. ALL BATHROOM FLOORS AND BASES SHALL CONSIST 6. EXTERIOR FIBERGLASS DOOR$ WITH WOOD FRAMES: ALL GLASS, FLOORS; CABINETS, FIXTURES, ETC. SO OF APPROVED IMPERVIOUS MATERIALS. LIGHTLY SAND ALL SURFACES, PRIME ALL WOOD W/ (1) BUILDING IS CLEAN AND READY FOR OCCUPANCY. 22. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS COAT PRIMER, (2) COATS SEMI-GLO S PAINT. AS REQUIRED BELOW. 7. INT, DRYWALL: SHALL RECEIVE SPRA ED-ON, SELF -LEVELING 8. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, A• CONCRETE PILES HIGH -BUILD PRIMER & TWO (2) FINISH COATS LATEX PAINT. INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN A B. STEEL REINFORCEMENT PLACEMENT. 8. INTERIOR DOORS, CASINGS, & MILL ORK PREP TO INCLUDE SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE C. HOLLOW CORE FLOOR SLABS PATCHING OF ALL NAIL HOLES/DEFE TS; SANDING SMOOTH, OWNER UPON COMPLETION OF THE CONSTRUCTION. D. WOOD ROOF TRUSSES. AND CAULKING ALL JOINTS AS REQL IRED: 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS E. ROOFING MATERIALS. 9. INTERIOR DOORS; CASINGS, & MILL ORK: PRIME ALL WOOD AT 10BSITE PRIOR TO STARTING ANY WORK AND NOTIFY F. DOORS. (UNLESS DELIVERED PRE -PRIMED) W TH ONE (1) COAT LATEX ARCHITECT IN WRITING IMMEDIATELY OR THE CONTRACTOR G. WINDOWS, PRIMER AND TWO (2) COATS INTERI R LATEX SEMI -GLOSS SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS H. HARDWARE. . FINISH COATS. OR OMISSIONS: DO NOT SCALE DRAWINGS. ACTUAL I. APPLIANCES. 10. ALL INTERIOR &EXTERIOR COLOR C IOICES AND FINISHES DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. J. PLUMBING FIXTURES. K ELECTRICAL FIXTURES &EQUIPMENT. SHALL BE APPROVED BY OWNER. 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 3-STORY ELEVATOR: AND THE WOOD AS REQUIRED PER APPLICABLE CODE. CONFIRM SHAFT SIZI • OOM FINISH SCHEDULE • 1 • • • • • • • �e LAUNDRYCLOSET CABANA BATH CEMENT BOARD @ SHOWER CEMENT BOARD@ SHOWER :... u#2POWDER ��O��O���®000�� ROOM BEDROOM #3 CEMENT BOARD SHOWER MASTER CLOSET WATERCLOSET CEMENT BOARD@ SHOWER MASTERBATHRobm MASTER BEDROOM 4 WALL FINISH LEGEND / NOTES: 1, TYPICAL DRYWALL, PAINTED, VERIFY FINISH/TEXTURE W/ OWNER. 2. MOISTURE RESISTANT DRYWALL, PAINTED, VERIFY FINISH/TEXTURE W/ OWNER. u 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. REQS. W/ MFR. FRO, ALLOWANCE & SUN FOR APPROVAL STAIR, HANDRAIL, & PACKAGE BY OTHERS SHOP DRAWINGS R DETAILS. SEE DESIGN NOTES ON SHEET'A WINDER TREADS W/ DEPTH OF 6" & A 10" AT 12" WALKLINE, P 2017 FBC-R R311.7.'_ v L LINE OF ENTRY PORCH ROOF OVERHANG. Q CONC. STEPS W/ (3) 61/4" RISERS & (2)12"TREADS. 1'-4" Vti0% P-4" MATCH LINE MATCH LINE MATCH LINE HOTTUB BEACH PORCH (BYOWNER) OUTDOOR SHOWER HB LP I ® it n it tt O tt I�b' CABANA 1 1l BATH 108 tt 1t �.. C.> ij 19'-10" 6' 0 3 1/2" (R-11) BATT. INSUL. FULL HT. STORAGE TYP. ALL WALLS. 1t 107 tt it ll It CU•3 _ 1t it it it O( 1-HOUR FIRE BARRIER 5/8" GYP. BD. TYPE'X'. CU-2 BOTH SIDES: D tl = 11 ELEV - 11 ( jj LAUNDRY W� 20-MINUTE RATED .E I 10 DOOR, SELF -CLOSING. l_ -) I I Ly AHU (ABOVE) I t 1 L-----U CONC.STEPS W/ l t CLOSET HALL ELEVATOR EQUIP. (2) 7" RISERS & 2� (1)12"TREAD. 10 104... ll MOUNT ABOVE _ j l FLOOD ELEV. = 7.0. n 4'4' 3,-8„ 11 -- 6"(R-19)BATT. L� I t INSUL. FULL HT. a ". STAIR THIS WALL. li t t 103 1-HOUR FIRE BARRIER 4 t 1 1 t 5/8" GYP. BD: TYPE'X'. t 1 i t BOTH SIDES. TYP. 4" WALL STEPPED UNDER STAIR TREADS GARAGE 11 -- --- 101 t i Q 6.69 li It 18'-2" I t � 11 I ll tt 1t 6.61 FOYER it 102 I � 11 ll 11 ll ELEC. PANEL li I l t ELEC. PANEL'B' Q 6.5 8'4"z H off- ENTRY PORCH - I-_. - 1'-4" F-4" 1'-4" 8" 16-10" 1'-4" 9'-0. 18'-101, 2T-10" VA" 1'-44'[ 8118. 8118" lilt - - - - II II II II II it II II II II PERGOLA II II ;" II II II II II II II II II II II II II II It II II it II II 'LIU U U MATCH LINE MATCH LINE MATCH LINE E RISER, REFER TO ORINKLER DRAWINGS OMPLETE DETAILS. :LESS WH #1 (LP) .LESS WH #2 (LP) .LESS WH #3 (LP) pOD VENTS, (4) THIS WALL. 'ES THIS SHEET. - GARAGE DOOR FIEQ'Di TO INCLUDE FLOOD VENT OPTION. SEE NOTES THIS SHEET. GOLAF' SCALE., 7/4" = Y-0" i JUL S 2019 Permitting DePmrtment St, Lucie 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 (DER 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. a 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 REQS. 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 FBCR322.2.2.2.2 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 ° REVISIONS: a No: DATE COMMENTS 0 Q2 06-19-19, BLDG. DEPT. REV. 0. 0 U w 7 F U W H I Q w LL 0 Z" � F I's Awli N 0 I I NO wT.l `a F�2 1 " E``� . L �4 F t W Z)-`' D $ ' u F^"..•s r X �I kon L4 � M ZipUl ' F LL 0 �tl 5 . z `raj P ,. } LA. U Ln 0 w O Z �9 w w ODE COMpL,ANcvcousTy m ST• LV BOCC Lu 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 & ,1 R302.10, TESTED PER ASTM E84 & UL 723: INTERIOR WALL & CEILING FINISHES: FLAME -SPREAD INDEX: 5 200 L SMOKE -DEVELOPED INDEX: 5 450 �. INSULATION: FLAME -SPREAD INDEX: 25 `) SMOKE -DEVELOPED INDEX: < 450 sl w 00 00 t N I 7� V W Q LA 000 � N , F cLI vLj i- u 'J a } 0. 0 • L 0 Z O Q L Q ON to 0 ka FIRE PROTECTION NOTE: x � 0� m THIS RESIDENCE SHALL BE PROTECTED WITH A O O U COMPLETE FUNCTIONING FIRE SPRINKLER SYSTEM o Z COMPLYING WITH REQUIREMENTS OF NFPA 13-R ) U c O AND ST. LUCIE COUNTY FIRE DEPT. REQUIREMENTS p ; , y - w PROVIDE SHOP DRAWINGS FOR REVIEW. > Q LL IY SEPARATE FIRE DEPARTMENT PERMIT REQUIRED. = 7 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 h 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. O OU w Co �, F N J U U 0 Q O LL 0 Nft N > ¢ 4 w LL w Job Number. Drawn By: rss V) Date: 03-20-19 Sheet Number Z 3 0 „, I GENERAL NOTES G STUCCO NOTES: 1. CONSTRUCTION SHALL FOLLOW 2017 EDITION OF THE 12. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL 1 ALL WORK SHALL BE AS SHOWN PEP DRAWINGS, "FLORIDA BUILDING CODE" AS ADOPTED BY ST. LUCIE COUNTY BE INSTALLED PER MFR'S RECOMMENDATIONS AND SPECS. 2. PROTECT WINDOWS, DOORS, SLABS, OR OTHER SURFACES AS APPLICABLE AND ALL APPLICABLE AMENDMENTS, AS 13. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO AS REQUIED, PRIOR TO BEGINNING WORK - APPLIES TO A TYPE V CONSTRUCTION. THE BUILDER AND OWNER FOR APPROVAL. 3. USE BOND +NG AGENT AS REQUIRED FOR PROPER ADHESION 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH 14. CABINET SUPPLIER SHALL FIELD VERIFY ALL DIMENSIONS PRIOR 4. TO MASONRY. ALL WORKINCLUDING BANDS, OUTSIDE CORNERS, THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR TO ANY FABRICATION OF CABINETRY OR MILLWORK. WINDOW tit DOOR RETURNS, COLUMNS, &'BEAMS THAT SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING 15. WINDOW AND DOOR SIZES SHOWN ARE NOMINAL. VERIFY RECEIVE STUCCO, SHALL BE ADJUSTED AS REQUIRED TO CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE REQ'D. ACTUAL & ROUGH OPENING DIMENSIONS IN FIELD ENSURE SQUARE, PLUMB, AND LEVEL LINES WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE - BEFORE FRAMING OR FORMING OPENINGS. 5. STUCCO SHALL EXTEND MIN. OF 6 BELOW FINAL GRADE. SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 16. WINDOW DOOR SUPPLIER SHALL FIELD VERIFY ALL 6. 7 PROVIDE ROOF VENTS PER PLANS. PROVIDE EXPANSION JOINTS AT AREAS WHERE PLYWOOD 3, THE MAY SUBSTITUTE ITEMS WHICH THEY OPENING DIMENSIONS PRIOR TO ANY FABRICATION: I SHEATHING MEETS MASONRY AND PORCH SOFFITS AS BELIEVE TO BE EQUAL OR BETTER THAN ITEMS ' TO SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE 17. WINDOW & DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS REQ'D. BY CODE &/OR PER PLANS. AND APPROVAL BY THE OWNER. ITEMS WHICH WHEN TO THE BUILDER & OWNER FOR APPROVAL. WINDOW SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING & DOOR SUPPUER/MFR. SHALL PROVIDE WIND LOAD OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL. CERTIFICATIONS ON ALL EXTERIOR WINDOWS & DOORS. PAINTING NOTES: 4. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE NCE WITH ALL APPLICABLE CODES, ORDINANCES, 18. ALL WINDOWS ANDDOORS SHALL BE CAULKED AND WEATHER-STRIPPED. WINDOW UNITS SHALL DISPLAY 1. ALL WINDOWS, DOORS, OR ADJACENT SURFACES SHALL BE STANDARDS OR RESTRICTIONS, WHETHER INDICATED LABELS SHOWING COMPLIANCE WITH THE STATE OF FLORIDA PROTECTED/COVERED PRIOR TO PAINTING AS REQUIRED. ON THE DRAWINGS OR NOT. ALL CONTRACTORS, ENERGY CODE, PRESSURE RATINGS, IMPACT APPROVAL. 2. STUCCO WALLS / BANDS: APPLY TWO (2) COATS EXTERIOR SUBCONTRACTORS, AND SUPPLIERS TO BE PROPERLY 19 EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE PRIMER COATING / HOT PRIMER TINTED COAT EXTERIOR GRADE MASONRY AND ONE (1) FINISH TIN FINISH GOAT. LICENSED AND INSURED AS REQUIRED BY LAW BEFORE PERFORMING ANY WORK ON THE PROJECT. WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL 3. FASCIA: ONE (1) COAT WATER -BASE EXTERIOR PRIMER AND PROVIDE A CLEAR OPENING OF NOT LESS THAN 20" IN TWO (2) COATS EXTERIOR LATEX SEI AkGLOSS FINISH COATS. 5. CONTRACTOR SHALL COORDINATE ALL THE WORK WIDTH AND 24" IN HEIGHT AND 5.0 SQ: FT. IN AREA MIN. ALL COUNTERSUNK NAILS OR OTHE DEFECTS TO BE FILLED 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. AND SANDED PRIOR TO FIRST FINIS i COAT. 6. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING 4. ALL JOINTS BETWEEN STUCCO & D ORS/WINDOWS SHALL OF STRUCTURAL OR NON-STRUCTURAL MEMBERS 20. USE 'J' BEAD OR METAL CORNER BEAD AT ALL LOCATIONS BE THOROUGHLY CAULKED WITH POLYURETHANE SEALANT. DURING CONSTRUCTION: WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. 5. GARAGE OVERHEAD DOORS SHALL 1EMAIN FACTORY FINISH. Z CON TRACTOR SHALL PROVIDE FINAL CLEANING OF 21. ALL BATHROOM FLOORS AND BASES SHALL CONSIST 6. EXTERIOR FIBERGLASS DOORS WITH LIGHTLY SAND ALL SURFACES, PRIM WOOD FRAMES ALL WOOD W/ (1) ALL GLASS, FLOORS, CABINETS, FIXTURES; ETC. SO OF APPROVED IMPERVIOUS MATERIALS. SEMI-GLOSS COAT PRIMER (SALL (2)HALL PAINT. BUILDING IS CLEAN AND READY FOR OCCUPANCY. 22. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS 7. RECEIVE SPRA INT. DRYWALL: SE ED-ON, SELF -LEVELING 8. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, AS REQUIRED BELOW. A. CONCRETE PILES. HIGH -BUILD PRIMER & TWO (2) FINISH COATS LATEX PAINT. INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN'A B. STEEL REINFORCEMENT PLACEMENT, 8. INTERIOR DOORS, CASINGS; &MILLWORK: PATCHING OF ALL NAIL HOLES/DEFI PREP TO INCLUDE CTS, SANDING SMOOTH, SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE OWNER UPON COMPLETION OF THE CONSTRUCTION, C. HOLLOW CORE FLOOR SLABS. D. WOOD ROOF TRUSSES. AND CAULKING ALL JOINTS AS REQ APED. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS E. ROOFING MATERIALS. 9. INTERIOR ,DOORS, CASINGS, & MILLWORK: (UNLESS DELIVERED PRE -PRIMED) WITH PRIME ALL WOOD ONE (1) COAT LATEX AT 10BSITE PRIOR TO STARTING ANY WORK AND NOTIFY F DOORS. G. WINDOWS. PRIMER AND TWO (2) COATS INTERIOR LATEX SEMI -GLOSS ARCHITECT IN WRITING IMMEDIATELY OR THE CONTRACTOR H. HARDWARE. FINISH COATS. SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS 1. APPLIANCES. 10. ALL INTERIOR & EXTERIOR COLOR CHOICES AND FINISHES OR OMISSIONS. DO NOT SCALE DRAWINGS. ACTUAL J. PLUMBING FIXTURES. SHALL BE APPROVED BY OWNER. DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. D K. ELECTRICAL FIXTURES &EQUIPMENT. 10. THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS ETC. L. HVAC EQUIPMENT. SHALL VERIFY ALL DIMENSIONS, PLANS, SPECIFICATIONS, M. ELEVATOR EQUIPMENT. CONDITIONS AT 10651TE5, & EXISITNG CONDITIONS ETC. N. FLOORING MATERIALS. AND SHALL NOTIFY ARCHITECT/DESIGNER OF ANY O. 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 3-STORY ELEVATOR: THE CONCRETE OR OTHER CEMENTITOUS MATERIALS CONFIRM SHAFT SIZE & AND THE WOOD AS REQUIRED PER APPLICABLE CODE. REQ'S. W/ MFR. PROVIDE ROOM NAME W w m Z i O 101 GARAGE 102 ' FOYER 103 STAIR 104 HALL 105 CLOSET 106 LAUNDRY CLOSET 107 STORAGE 108 CABANA BATH 201 BEDROOM #1 202 BATH #1 203 CLOSET 204 BATH #2 205 CLOSET 206 BEDROOM #2 207 POWDER ROOM 208 HALL - 209 STAIR 210 KITCHEN 211 GREAT ROOM 301 BEDROOM #3 302 .BATH #3 303 CLOSET 304 MASTER CLOSET 305 MECH. CLOSET 106 STAIR 307 HALL 308 WATER CLOSET 309 SHOWER 310 MASTER BATHROOM 311 MASTER BEDROOM ROOM FINISH SCHEDULE • s • ■�000now wwwo0� ■ow 0oM��o®000� 11 �oM momEn onomw��000®o� 1 10EMENT BOARD@ SHOWER nowo now o®ow 11 ■o no 0000w i 1 1 ■ Now ®©©o® 11 am owo®oo®® ■000�i000Noo®®o®w"M ■.�..�..��m®®®o� ■o■i000 MEN omama o� ■..-.i ®®®®. 1 1 .-... n..®���®®. 1 1 No now mww0w11 No Nim..�©nnnno 1 1 No on 00 000�oo®o®o®� .�_000mommonno® 1 1 on Www.-®w®®©n. 1 1 • :� • D . SHOWER on w000mo©©® 0 11 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. 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-R R311.7.5.2.1. LINE ROOF 27' 10" 1'4" 25 2" 1 MATCH LINE MATCH LINE MAT LINE ONE =0 WEEN � NONE WOOM NONE NOME NOME NOWN NOON OMEN OWNS NOWN MON NOME 7 MON HOTTUB o BEACH PORCH (BY OWNER) o is T-0" LP NOUTDOOR SHOWER HB vx�� I v + , q SM 1 l _ CABANA I 9BATH t l l i 108 t1 ' 191-10" 6-0 � 11 3 1/2" (R-11) BATT. R INSUL. FULL HT: a STORAGE TYP. ALL WALLS. c 107 rv. it ll PORTABLE GENERATOR it OUTLET 1 t CU-3 °D it 1-HOUR FIRE BARRIER 5/8" GYP: BD. TYPE'X'. CU-2 BOTH SIDES. ll it I� I � EL_V LAUNDRY 20-MINUTE RATED i CU-1 W 106 DOOR, SELF -CLOSING. L `��J,., r__--�.. HB it 3 It I AHU (ABOVE) I O / tt co L-----J CONC.STEPSW! ii (2) 6" RISERS & CLOSET HALL i l ELEVATOR EQUIP. (1)12" TREAD. 105 104 MOUNT ABOVE FLOOD ELEV. = 7.0. ll q 1 N i 4'_0" 3._8, - - - 6.69 FV 6„ (R-19) BATT. w a INSUL. FULL HT THIS WALL STAIR 1-HOUR FIRE BARRIER ¢ it 103 5/8" GYP. BD. TYPE'K. 0 l BOTH SIDES. c TYP 4" WALL STEPPED ll UNDER STAIR TREADS. GARAGE i t 101 II - - 6.61 11 FV tt ll m 11 tl it o o OA < 1t v \ 11 6.53 FV FOYER o ll � tl it ELEC. I PANEL'A' li ELEC. � I: ELEC. I PANEL B` I METER - 6.4 FV v 8'-4" i ; 0 Ha f HB a °° Q ENTRY PORCH 1 I - - - - 1' 4" 6' 4° P 4° B" tfi'-10" 1' 4 GARAGE INCLUDE DOOF FLOC 9 0" 18'-10" SEE NOTES THI FENTRY PORCH OVERHANG. 2T-10" _ s SCALE 1/4" = V-0" LU Q T-Y 13' 4" T-3" REVISIONS: O No: DATE COMMENTS a 0 IL a II II 11 II t- II II II II U Ii II PERGOLA II II m II II II II F II II II II I II II ILII a it II II II Q I1 II II II � LU co _ _ _ _ _ _ _ _ _ _ _ _ _ • L IJU UU 0 a OWN Z MATCH LINE MATCH LINE MATCH LINE 0 QI � (a N FLl r' 2 PERGOLA � I SCALE. 1/4" = 7'-0„' UY�- A-1 1" FIIRISER, REFER TO FIRE PRINKLER DRAWINGS FOR OMPLETE DETAILS. TANKLESS WH #1 (LP) TANKLESS WH #2 (LP) TANKLESS WH #3 (LP) STAIRS, GUARDS, RAILINGS NOTES: 1. STAIRS, GUARDS, RAILINGS DESIGNS SHALL MEET ALL APPLICABLE CODES PER 2017 FBC, INCLUDING FBC-R R311,7 & R312.1. PROVDE 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 SO 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. j ALL FLOOD VENTS, INTERIOR DOOR NOTE: fTHIS WALL. TYP. OF 4 S „ ) TYPICAL, MINA TURN REQUIRED. D. 5" DOOR RETURNS T RE Q NOTES THIS SHEET. 1: PROVIDE4 SEE T 2. DOORS AT THE END OF HALLWAYS OR INRECESSES/NICHfS SHALL BE CENTERED IN THE SPACE WHEN POSSIBLE. REQ'D. TO D VENT OPTION. S SHEET. 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" & 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.'.- 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 > 9) = OK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM WEATHERING: N EGLIGBLE TERMITE: VERY HEAVY i wz,�, �.g�Y' ge �' ] V.I � �, M V Ljj Nita 4 �a Z w 81 ` 0 Ln �(A 3%h @xtj J' F y LL " .} p g uw' U P O AWE W 0 Z IL M J J Ln W � 0 W w NI to a 00 N Ln v Y a FLAME -SPREAD & SMOKE -DEVELOPED INDEX U ALLOWABLE INDEXES PER 2014 FBC 11302.9 & i R302.10, TESTED PER ASTM E84 & UL 723: Q INFERIOR WALL &CEILING FINISHES: O Z Q FLAME -SPREAD INDEX: 5 200 SMOKE -DEVELOPED INDEX: 5 450 00 0 INSULATION: ry FLAME -SPREAD INDEX: 5 25 a� Q SMOKE -DEVELOPED INDEX: 5 450 Q - to {'tea FIRE PROTECTION NOTE: ) r O m 0 THIS RESIDENCE SHALL BE PROTECTED WITH A f Z co U COMPLETE FUNCTIONING FIRE SPRINKLER SYSTEM Z COMPLYING WITH REQUIREMENTS OF NFPA 13-R J c O AND ST. LUCIE COUNTY FIRE DEPT. REQUI ENTS p) - W LL PROVIDE SHOP DRAWINGS FOR REV S PARATE FIRE DEPARTMENT PERMI QUIRED. IE s F AF k o 0 U G I SQUARE FOOTAGE BjfAKDOWN " 1 st FLOOR: CONDITIONED LIVIN EA: 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 O 71 SE SUB -TOTAL 2,080 S.F. 2nd FLOOR: EE LIVING A OG10 RONTCONDITI LCONY: 4 S.F. REAR BALCONY: G S.F. SUB-TOTALN �y � 3rd FLOOR: pp 1 2,000 S.F. CONDITIONED NG AREA: 660 S.F. FRONT BALCONY: 62 S.F. REAR BALCONY: 16 S.F. IF SUB -TOTAL 2,0 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. •- :5 W 00 N MI U Q 0 Q _ W 0 rp ii �Z Q W a � LU 0 LL a a W Job Number: I f- Drawn By: rss Date: 03-20-19 Sheet Number Z 3 A-1 ALUMINUM GUARD F MIN. 36" H., SEE SHOT DRAWINGS FOR DET/ SEE DESIGN REQ'S. N+ ON SHEET'A-1'. 3-STORY ELEVATOR CONFIRM SHAFT SIZI REQ'S. W/ MFR. PRO` ALLOWANCE & SUBP FOR APPROVAL STAIR, HANDRAIL & PACKAGE BY OTHER; SHOP DRAWINGS F DETAILS. SEE DESIGN NOTES ON SHEET'/ 27 -10 2' o a 0" I OCEAN 23' 10'' 2 LP 19 \ I 20 �•' B I II I - I I GREAT ROOM I 26'-2" ( I \ / _ - 00 o T-8" - - 17 HALL 3'_8" 2' 401/2" H. HALF -WALL @ 42" H. COUNTER CONFIRM COUNTER WIDTH/OVERHANG W/ OWNER 18 KITCHEN 210 - - ELEV � / 12'-6" POW D E R ROOM 000 31/2" (R-11) BATT. ,. 16 INSUL. FULL HT. TYP. ALL WALLS. BEDROOM #2 0 N 15 CLOSET 05 S`-10" 12'-0" _ j` f = _ = - - I - I I 0 L - -_ STAIR Ln 3._8., 47 - _ - - I T_8' _ -- - I ( -- _ - in BATH #1 o I 5' 6" -� L _. -- - -710'-01, CLOSET I BATH #2 [n 04 Flo- / _ `' J� �� 11 31/2" (R 11) BATT. INSUL. FULL HT. TYP.. ALL WALLS. BEDROOM #1 0 201 _ - _ -_ _- - _ q L RIVER PORCH 10 �I 6-4 vi Oo K ALUMINUM GUARD RAILING - MIN. 36" H:, SEE SHOP DRAWINGS FOR DETAILS. SEE DESIGN REQ'S. NOTES ON SHEET'A 1'. 3-STORY ELEVATOR: CONFIRM SHAFT SIZE & REQ'S. W/ MFR PROVIDE ALLOWANCE & SUBMITTALS FOR APPROVAL. r STAIR, HANDRAIL, & GUARD -- PACKAGE BY OTHERS, SEE SHOP DRAWINGS FOR DETAILS. SEE DESIGN REQ'S. NOTES ON SHEET'A-1'. 27'-10 1'-4" --------- ----- ---.- I I I I I I ' I ®� I LINE OF 24 ROOF OVERHANG, TYP. _ ENTRY PORCH ROOF BELOW \I �I 27'-10" o b SUNRISE PORCH 2'-0" 23'-10" 2'-0" 31 \ O 32 B I 0 MASTER - - BEDROOM 311 26'-2" - _ f 14'-10" - -- - _ vI 29 m O 11 I er ro _ 30 CONFIRM NICHE DETA16 W/ OWNER91 - - 28 - I w MASTER ELE4 EE BATH' L—JI I01 _ - -- I T-8" I v, I W.C. MASTER STAIR HALL o SHOWER I 5'-10" 2' i 0" 6-0" MECH. A*UE12 W 05 D - 9'-6" MASTER o CLOSETCD - 25 I I - 5'-8 I 16'-4" I - _ Ir - — — —-------� �I 24 I I L------- I CLOSET = Y N N ---- OSET 7'_g" BATH #3 a> 23 _ (R-11)BATT. 5'-6" INSUL FULL HT. TYP. ALL WALLS. - - BEDROOM #3 TR-__ L -1 22 -� SUNSET PORCH _ io 8. 4" 17' 10" _ 21 _ \—ALUMINUM !GUARD RAILING—( MIN. 6" H.,ISEE SHOP DRAWINGS �ORDETAILS. SEE DESIGN IREQ'S. NOTES ON SIiEET'A-1', o r l ii�R PLAN SCALE. • 114" = V-O' I I i I I I I I _J L� h- REVISIONS: Q No: DATE COMMENTS O ,III tL 0 U' LU H U w F 2 U w FN LL LL Z _0 M N 0 t 7u _ 4� 'Mon, e, CC a 0 ttzac 'n k�: 1.. I- L6 0 r A or L� 'II L 0 w N Z w m J J JJ O 00 c 0`00 a w 00 2 JF Q 00 LU C L!1 I a� IVp v a 0. 0 30" X 54" PULL -DOWN U ATTIC SCUTTLE AT THE VI LOWER 10'-0" H. CEILING. ;- ®a z 0 Z Rw`CpMP� VN Q ��� c'S • �pG _ 0 s_ , 0 Il )l 0 0 M 0 C Z MU (1) -0 Z_ U c: 0 w u, LU p0U SQUARE FOOTAGE BREAKDOWN lst 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.E £ 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. I; SUB -TOTAL 2;000 S.F. � i MATERIAL & COLOR SCHEDULE MARK DESCRIPTION MATERIAL COLOR ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH © LOWER WALL BASE (1st FLOOR) STUCCO 'LAVENDER MIST' #2070-60 STUCCO -'SAND FINISH' © MIDDLE WALL FAUX SIDING (2nd & 3rd) STUCCO 'LAVENDER MIST' #2070-60 'SIDING PATTERN SMOOTH/SAND FINISH' WALL STUCCO BANDS / TRIM STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' PORCH COLUMNS- MAIN STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' 0 PORCH COLUMN BANDS STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' DOOR FRAMES & GLASS FRAME - ALUM. MFR. STD. BLACK GLASS MFR. STD. GRAY TINT WINDOW FRAMES&GLASS FRAME - ALUM. MFR. STD: BLACK GLASS 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 FMl SOFFIT OUTLOOKERS WOOD/FOAM 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' STUCCO _ DECORATIVE CORBELS & BRACKETS WOOD/FOAM 'SNOW WHITE' #OC-66 STUCCO !' DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 r' BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 ® GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT WALL COLOR. L A� 25'-6" V 3rd FLi 12'-2" �' 2nd FL �9'-4" B/TIE �' 1st FLI PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPRO AL NO. EXPIRES ALUMINUM ROOF PANEL DYNAMIC METALS FL # 21082. 12-06 26 ROOFING UNDERLAYMENT OWENS CORNING FL # 9777.51 112-31-20 i GARAGE DOOR DAB DOOR COMPANY N.O.A. 17-1108.36 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. 17-0420.19 02-17-20 " FRENCH DOOR PGT INDUSTRIES N.O.A. 17-0104.0 10-18 22 FIXED'ROUND' WINDOW PGT INDUSTRIES N.O.A. 18-0�30.05 02-19 24 FIXED'RECIANGLE' 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: 17430.01 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, 8L/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 OUM ALLOWABLE HEIGHT - ALLOWED = 35'-0" ABOVE THE BOTTOM >LLOWABLE TIE BEAM PER FDEP 17.0. NED: 17.0' +35.0' = 52.00 MAX. HEIGHT 17,35' + 3275' = 50.10 = OK A 5'-3"(5322_ _7)_ ROOF PEAK 2 2'-1' (50.10))) )OF HEIGH10T r HT 52.00) Q 10 (46.85) T/ WALL 25,-6-6' I� 1 FLOOR F.F. `r' A2 38'-10" (46.85) WALL - �35'-6" _ VB/ PORCH BEAM 2T �5" _ COR F.F. �22'-2-2" �' B/PORCH BEAM 12� 10 112'-2-" _ i FLOOR F.F. 2ntl FLOOR F.F. 91-4" (17.351 -(17.35)) B/ TIE BEAM 10 PER FDEP) Q B/ TIE BEAM & (MIN. HT = 17.00 PE LOWPOINT) LACE FLOOR SCALE 114 = Y-0" 1stFL51= OPENING DESIGN PRESSURE CHART MARK �# OPENING TYPE EXP, ZONE OPENING SIZE INCHES) IMPACT RATED SHUTTER RE 'D. REQUIRED PRESSURE TESTED PRESSURE WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF (+)PSF. I )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 - - a 5 SLIDER D 4 84 96 Y N +48.8 -53A +90.0 -90.0 6 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90:0 -130.0 I, 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 1 5 286 120 Y N +43.6 -50.9 +90.0 -90.0 ji 15 DOOR D 5 36 96 1 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 11 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 =f8.1 +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 +100D -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 -59.5 +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 1 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 F38-1 DBL CASEMENT D 5 48 48 Y N +53.2 1 -70.2 1 +90.0 -130.0 39 1 FIXED -TRANSOM D 5 48 16 Y N +54.9 1 -73.5 1 +80.0 1 -80.0 it s b W Q REVISIONS: No: DATE COMMENTS 0. 2� 06-19-19 BLDG, DEPT. REV. 0 ul U W F I Q Q ■W F 0 d LL x Z 0 Q Q N �, % o ' a 4% M o ILI 0 F g ® � cj, LA \V) S( "I IncW,Cc F e a: LL 0 z 3: Z ------------- 45 3�Sa2�)`�� ROOF PEAK r 9.+m] F a 12 Q a 4� 0 5 2 42'-1" (50.10J ��� - - - - - 0 MEAN ROOF HEIGHT, kk9 (MAX. ALL, HT = 52.00) Q �A W A 51 hm 38'-10" (46.85)_ 0 T/WA Z - -- W OE EN II I I� I III IIIIIN oil- 1 tl1 J J I W qT OD LU 00 Q� �H JUL 3 2019 Q 0 LU D (D� � F ting Department _ ul _ Cie County, FL Y 4 > a 0 3/4' (LOW POINT)� L T/ PORCH VARIES s Q O Q CD 0 O W ®v G ` kD 4 0 v tE o U `0 LU LL O O U - 3: 9 3/4" (LOW POINT - W 0 G) I- T/ PORCH VARIES N J $ A 9'-4" (1735) Q B/TIE BEAM =17.00 PER FDEP)) & �V 0 Q w W F CD LL 0 1 ` to LU 0 ILL aI a W 61 4" LOW POIN Job Number. I -_T/Ph T/ VARIES Drawn PORCH By. , rss � Date: 03-20.19 _ � Sheet Number Z ` All 4N3 L W 0 SCALE.* 1/4" = V-0" s MATERIAL & COLOR SCHEDULE ARK DESCRIPTION MATERIAL COLOR ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH A LOWER WALL BASE (1st FLOOR) STUCCO 'LAVENDER MIST#2070-60 B STUCCO -'SAND FINISH' MIDDLE WALL FAUX SIDING (2nd & 3rd) STUCCO 'LAVENDER MIST#2070-60 'SIDING PATTERN SMOOTH/SAND FINISH' p WALL STUCCO BANDS / TRIM STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' ❑E PORCH COLUMNS - MAIN STUCCO 'SNOW WHITE' #OC-66 STUCCO -'$AND FINISH' ❑ PORCH COLUMN BANDS STUCCO SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' DOOR FRAMES &GLASS FRAME - ALUM. MFR. STD. BLACK GLASS MFR. STD: GRAY TINT WINDOW FRAMES & GLASS FRAME - ALUM. MFR. STD. BLACK STD. GRAY TINT', GLASS MFR: ❑ GARAGE DOOR STEEL 'UNIVERSAL BLACK' #2118-10 FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 BALCONY RAILINGS ALUMINUM 'UNIVERSAL BLACK' #2118-10 F SOFFIT OUTLOOKERS WOOD/FOAM 'SNOW WHIT€' #OC-fib STUCCO -'SAND FINISH' STUCCO I I DECORATIVE CORBELS & BRACKETS S WOOD/FOAM 'SNOW WHITE' #OC-66 LJ DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118 10 ' 0 BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 r GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT ❑ WALL COLOR. �. I 38' 101" 0T/ WALL I _255'' 6"' 3rd FLLC l` 12 2" FL 9, 4" (' I �/TIE Ap �0 -0" FL p 1 (�F, 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'i 10-18-22 FIXED'ROUND' WINDOW PGT INDUSTRIES N.O.A. 18-"30.05', 02-19-24 FIXED'RECTANGLE' WINDOW PGT INDUSTRIES -N.O.A. 18-0430.05, 02-19-24 CASEMENT WINDOW PGT INDUSTRIES N.O.A.17-0 14.14�i 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A.17-OB14.2q 04-11-23 MULLION BA11 RS 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 j DESIGN CRITJERIA 2017 FBCCHAPTER 16 & ASHUTCHINSON ISLAND, ST. LV ult. WIND SPEED: HEQUIV. BASIC WIND SPEED:HRISKCATEGORY: 2 DMEAN'HEIGHT: 42'-1" 2ENCLOSED STRUCTURE INTERNAL PRESSURE: 45'-3" (53.02 F PEAK iEIG T h EIGHT Y (46_ W / WALL 25'- ) )OR RE 9� OOR F 12'4, FF. .F. Y 4' (17.1) TIE BEAE` JJ POIN1�_ � 3E FLOOR Y N38'-10" (46.60) A 3�5'-6" B/ PORCH BEAM A. 225 -6" W 3rd FL00R FBF. ' zz'-2" C RM H BEAM 2nd FLOOR F.F. �9'-.4.." (17.1) TIE BEAM 0' -0" (7.77) _ LOOR FBF. 12 5L,--' OPENING DESIGN PRESSURE CHART MARK >� OPENING TYPE EXP. ZONEkWlllDTH OPENING E(INCHES) IMPACT RATED SHUTTER RE 'D REQUIRED PRESSURE TESTED PRESSURE HEIGHT YIN Y/N (+)PSF I (-)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 +9p0 -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 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 -5T9 +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 +800 -80.0 9 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 +800 -80.0 1 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 -13 .0 39 FIXED -TRANSOM D umm:, 5 48 16 Y N +54.9 -73.5 +80.0 -80.0 REVISIONS: No: DATE COMMENTS Z LU h U W f- I Q # N 0 LL 0 , Q i N ICA7 y'X�iS E„yfrt , ) UJ I ) y ( �t .0 hem LL 1 0 CL Imo' z 45_-3" (-3" 53.0_2)� Z ------------- ROOF PEAK > off, 00 12 °'Y CIe U 5 cl 42'-1" (49.85) MEAN ROOF HEIGHT Ln 0 awll LU k� 38.10" (46.6�0_)O� T/ WALL Z -- - -- w TO J J Q co W 7 co co N I �n a `^ 0 � °° w N _ 15 c Ln u � } .J a Mimi O 0 25'-0 3/4 (LOW POINT) T/ PORCH VARIES Y Jc Q O Q -- oo W d V) 0 O o m 0 z 12 c Z LLW o OU W 11'-9 3/4" (LOW POINT T/ PORH IES kT co Cm I U 9-4' (17.1) h Q B! TIE BEAM-� - O Q to LL > O LL LU W 0 LL w 4-61/4"_(LOW POINT_) Job Number: F T T/ PORCH VARIES Y Drawn By. rss Date: 03-20-19 heet Number Z A LE. 114" = 1'-0" A-3 MATERIAL & COLOR SCHEDULE ARK 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 E WALL STUCCO BANDS / TRIM STUCCO -'SAND FINISH' STUCCO SNOW WHITE' #OC-66 PORCH COLUMNS - MAIN STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC-66 ___. R PORCH COLUMN BANDS STUCCO -'SAND FINISH' STUCCO 'SNOW WHITE' #OC 66 DOOR FRAMES & GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT' n WINDOW FRAMES&GLASS FRAME - ALUM. GLASS MFR. STD. BLACK MFR. STD. GRAY TINT GARAGE DOOR STEEL 'UNIVERSAL BLACK' #2118-10 ❑K FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 r'I 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 BLA KC' #2118-1 0 BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 1 1 GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT U WALL COLOR. AC W' MC 9T i� PRODUCT APPROVAL LIST' PRODUCT TYPE' MANUFACTURER APPROVALN6. 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. 17-0$04.01 10-T8-22 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. 17-0¢14.14 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 `. x sw 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 APPL�CAB'E. 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: t0.18 Al 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 0 OPENING TYPE EXP, ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER RE 'D. REQUIRED PRESSURE TESTED PRESSURE WIDTH HEIGHT Y/N Y/N (+)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 1 Y N +48.8 -53.4 +90.0 1 -90.0 9 6 AWNING WIN. D 5 30 36 1 Y N +54.9 -73.5 +90.0 -130.0 7 SLIDER D 4 84 96 Y N +48.8 -53.4 +90.0 8 AWNING WIN. D 1 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 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 1 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 1 5 48 48 Y N +53.2 -70.2 +90.0 -130.0 , 25 FIXED -TRANSOM D 1 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 1 4 40 36 Y N 1 +54.9 -59.6 +80.0 -80.0 32 AWNING WIN. 4 32 48 Y N +54.7 -59.3 +90.0 -130.0 I 33 PICTURE 4 104 24 Y N +53.0 -57.6 +80.0 -80.0 34 DBL. CASEMENT rD 5248 Y N +53.2 -70.2 +90.0 -130.0 35 FIXED -TRANSOM 5 Y N +54.9 -73.5 +80.0 -80.036 PICTURE 4 Y IN +53.0 -57.6 +80.0 -80.0 37 PICTURE 4 L48 Y N +53.0 -57.6 +80.0 -80.0 38 DBL. CASEMENT D 5 Y N +53.2 -70.2 +90.0 -130.0 39 FIXED -TRANSOM D 5 1 Y IN 1 +54.9 -73.5 +80.0 -80.0 REVISIONS: No: DATE COMMENTS 0 Q 06-19-19 BLDG, DEPT. REV. 0 U z to a F• U w N I a W F• 0 a LL 0 0 Q t ) M r,P �� z �� W 3 U (- ` 0 i O ••� V (w � F W 0 = I 2 a 0 45'-3" (53.27) ---- ------ ROOF PEAK r O `;? a `'.wM R t O 2 s U ?'-1" (50710) a )OF HEIGHT r 7 Q N Q 10'_(46:85_ __ _ )0 T/ WALL' z W m J J Q 2 IA W O 00 a V 00 W 0000 N I F Q In Q c LU Ln u a a � 0 .OW POINT) RCH VARIES L z 22'-2" Q DRCH BEAM ► O Q D_ H a) Q f}r: 9. V) 0 (� O cn m 0 z MU a) -O 7 :merit U `o AFL LL a a C _c 1= H 0 0w LOW POINT) CO - RCHVARIES YQ N M U 9,.4, (17.35) a B/ TIE BEAMS Q )0 PER FDEP) 2 - Q LU Ya� LL a ``_ cc-0 ,er 0 0r,G N,. ce < {9 w _ W 0 LL a Qa 2 W 0 -0" (B.O.2) h Job Number: I ct FLOOR-F.F.-V F_ Drawn By: rss: V) Date: 03-20-19 0 Sheet Number z a . nc'-a^ fsa nn �y �11'-9 3 OR 9'_4+(1 �' B/TIEI I MATERIAL & COLOR SCHEDULE ARK I DESCRIPTION MATERIAL COLOR!! �1 mil ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH F=U LOWER WALL BASE (1st FLOOR) STUCCO -'SAND FINISH' STUCCO 'LAVENDER MIST#2070-60 C MIDDLE WALL FAUX SIDING (2nd & 3rd) 'SIDING PATTERN SMOOTH/SAND FINISH'I STUCCO 'LAVENDER MIST' #2070-60 I n D WALL STUCCO BANDS / TRIM STUCCO SNOW WHIT€' #OC-66 STUCCO -'SAND FINISH' E PORCH COLUMNS - MAIN STUCCO SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' F PORCH COLUMN BANDS STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' 0 I=' G DOOR FRAMES & GLASS FRAME - ALUM. MFR. STD. BLACK 5 GLASS MFR. STD. GRAY TINT WINDOW FRAMES & GLASS FRAME - ALUM. MFR. STD. BLACK GLASS 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 SOFFIT OUTLOOKERS WOOD/FOAM 'SNOW WHITE'#OC-66 STUCCO -'SAND FINISH' STUCCO ® DECORATIVE CORBELS & BRACKETS WOOD/FOAM 'SNOW WHITE' #OC-66 STUCCO DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT WALL COLOR. 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 # 977T6 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. 17-06114.14 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A. 17-0614.20!: 04-11-23 MULLION BARS PGT INDUSTRIES N.Q.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 FBCCHAPTER 16 & ASCE 7-10 HUTCHINSON ISLAND, ST. LUCIE COUNTY, FIL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISKCATEGORY: 2 EXPOSURE: D MEAN HEIGHT: 42'-1" SLOPE: 5 : 12 ENCLOSED STRUCTURE INTERNAL PRESSURE: t0.18 OPENING DESIGN PRESSURE CHART MARK (2)TYPE OPENING.. EXP. ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER READ. REQUIRED PRESSURE .TESTED PRESSURE WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF. WPSF (-)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 SIDELIT€ 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 -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 IN +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 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 1 +52.2 -68.1 +75.0 -75.0 29" FLOOD VENT D 5 16 1 8 Y N +54.9 -73.5 +100.0 -100.0 30 AWNING WIN. D 4 30 1 36 Y N +54.9 -59.6 +90.0 130.0 31 PICTURE D 4 40 1 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 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 IN +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 00 1) lffmm�_ LU REVISIONS: d No: DATE COMMENTS 0 0 U Z tU U W F T U d W F LL Z .1 N �' Us3Ypd S�� gel a'2 d - �, PA r +AIL 'z{. '•� .� �M LL U �. D 3 ».1 0 'N 45,_3 (53.0�2) L ROOF PEAK r , a .�00 0 U MEAN ROOF HEIGHT h Li a � 38'10" (46.60) ---T/WALNL Z w (D J J d I Ut W O 00 Of 'T 00W 0000 N I Of Ln N 00 0 c `✓ ar V a O 5'-0 3/4" (LOW POINT) U T/ PORCH VARIESIn z _ 22'_2" O d B/ PORCH BEAM r Q LU L 0 to O o rmn 0 e Z ra U oZ n 4 U c _ > "LU q "; "~ F] r, O Q �SLU 1'-9 3/4" (LOW POINT) 00 a) F T/ PO VARIES m J I r1iU 9'-4" (17.1) K P/TIE BEAM r MENEMd --, \ O F- d W =�� F CD LL o lf T 0 \0R ®/a WUj 0 wJob Number.Drawn By: rssDate: 03-20-19 L9 Sheet Number Z 0 SCALE: 114" = Y-0" VI yl I F MATERIAL & COLOR SCHEDULE , ARK DESCRIPTION MATERIAL COLOR ® ROOF PANELS STANDING SEAM ALUMINUM MILL FINISH nE LOWER WALL BASE (1st FLOOR) STUCCO 'LAVENDER MIST' #2670-60 © STUCCO -'SAND FINISH' -1 © MIDDLE WALL FAUX SIDING (2nd & 3rd) STUCCO 'LAVENDER MIST#2070-60 'SIDING PATTERN SMOOTH/SAND FINISH' !CNN' WALL STUCCO BANDS / TRIM STUCCO 'SNOW WHITE' #OC-66 STUCCO --'SAND FINISH' _ PORCH COLUMNS - MAIN STUCCO 'SNOW WHITE' #OC-66 STUCCO -''SAND FINISH' ,', PORCH COLUMN BANDS STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' _ DOOR FRAMES & GLASS FAME'- ALUM. MFRMFR. STD. BLACK I GLASS STD. GRAY TINT -- ' WINDOW FRAMES & GLASS FRAME - ALUM. MFR. STD. BLACK I' GLASS MFR. STD. GRAY TINT GARAGE DOOR STEEL __ 'UNIVERSAL BLACK' #2118-10 a FRONT ENTRY DOOR FIBERGLASS 'UNIVERSAL BLACK' #2118-10 BALCONY RAILINGS ALUMINUM 'UNIVERSAL BLACK' #2118-10 SOFFIT OUTLOOKERS WOOD/FOAM 'SNOW WHITE' #OC 66 STUCCO -'SAND FINISH' STUCCO 0 DECORATIVE CORBELS & BRACKETS WOOD/FOAM 'SNOW WHITE' #OC-66 STUCCO DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 BAHAMA SHUTTERS ALUMINUM UNIVERSAL BLACK' #2118-10 GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT `" WALL COLOR. 38' 10" �/ WAU 25'-6" C A. 22'-2" ilp B/ POR 11 9' 4" (1 � 8/TIE I A V-6" 0 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 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 Y 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 y; 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 a OPENING DESIGN PRESSURE CHART MARK !�# OPENING TYPE EXP, ZONE - OPENING E (INCHES) IMPACT RATED SHUTTER RE '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 1 16 96 1 Y N +52.2 -68.1 - - 5 SLIDER D 4 1 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 +90D -130.0 9 SLIDER D 4 96 96 Y N +48.3 -53.0 +90.0 1 -90.0 -' 10 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 1 -90.0 i 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 -90103 14 CURTAINWALL D 5 286 120 Y N +43.6 -50.9 +90.0 -90 15 DOOR D 5 36 96 Y N +51.8 -67.3 +90.0 -9016 PICTURE D 5 96 24 Y N +53.2 -70.2 +80.0 -8017 PICTURE D 4 96 24 Y N +53.2 -57.9 +80.0 -8 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 .r 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 1 5 30 96 Y N 1 +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 26 FIXED -TRANSOM PICTURE D D 5 4 48 96 16 24 Y Y N N +54.9 +53.2 -73.5 -57.9 +80.0 +80.0 -80.0 i -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 1 Y N 1 +54.9 -73.5 +100.0 -100.0 30 AWNING WIN. p 1 4 30 36 1 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 +90A -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 +53.2k70. +90.0 -130.0 35 FIXED -TRANSOM D 5 48 16 Y N +54.9 +80.0 -80.0 , 36 PICTURE PICTURE D D 4 4 48 104 52 24 Y Y N N +53.0 +53.0 +80.0 +80.0 -80.0 Li37 -80038 DBL CASEMENT D 5 48 48 Y N +53.2 +90.0 -130.0 39 FIXED -TRANSOM D 5 48 16 Y N +54.9 +80.0 -80.0 OWN L w a REVISIONS: � No: DATE COMMENTS 0 A 06 19-19 BLDG. DEPT. REV. 0 U.1 F U w I U W H d LL 0 Q N :I 0 AM Q W 0 V �4 "n F w R ju 0 . W LL F Wj0 0 ., U ; F�� n 0 Ki Z LLI m J J Q UI w O 00 D:' 4- aD w W N = Q F W C L v 4__ = ' a 0 0 VvAl O Q Q o L i /I 0 N - LD 0. en O MO z ro U Z Li W O cY LL �. t ��r + O x F O w OINT) � 1.w vco _ F ARIEA S N _ A 0� 17.35)__ Q BEAM != - 0 FDEP) Q UJ LL 0 fi C� = N: G�oGr U 0 LL w 'DINT) Job Number: F VARIES * Drawn By: rss N Date: 03 20-19 Sheet Number Z SCALE: 114" = V-0" VI I F PRODUCT APPROVAL LIST PRODUCT TYPE MANUFACTURER APPROVAL NO. EXPIRES ALUMINUM ROOF PANEL DYNAMIC METALS FL # 21082. 12-06 26 3 ROOFING UNDERLAYMENT OWENS CORNING FL # 9777.6 12-31-20 1 reaerG nnna DAB DOOR COMPANY N.O.A. 11-1108.30 02-22 20 ENTRY DOOR X X I X r. CURTAINWALL TUBELITEINC., 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. Wr0504.01 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.(Ji5 02-19-24 CASEMENT WINDOW PGT INDUSTRIES N.O.A.17-0614.1'14 04-11-23 AWNING WINDOW PGT INDUSTRIES N.O.A. 17-0614.�0 04-11-23 MULLION BARS PGT INDUSTRIES N.O.A. 17- FLOOD VENT SMART VENT PRODUCTS, INC. FL # 5822. IMPACT PROTECTION NOTES: 1. ALL CLADDING, OPENINGS, WINDOWS, AND DOORS REQUIRE IMPACT R 2. SUBMIT SHOP DRAWINGS, FL. PRODUCT APPROVAL, &./OR N.O.A. AS API DESIGN CRITERIA 2017'FBC CHAPTER 16 & ASCE7-10 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: t0.18 03-28-18 12-31-20 MATERIAL& COLOR SCHEDULE ARK I DESCRIPTION MATERIAL COLOR ROOF PANELS - STANDING SEAM ALUMINUM MILL FINISH I n I LOWER WALL BASE (1 st FLOOR) STUCCO 'LAVENDER MIST' #2070-60 IJ STUCCO -'SAND FINISH' MIDDLE WALL FAUX SIDING (2nd & 3rd) STUCCO 'LAVENDER MIST' #2070-60 'SIDING PATTERN SMOOTH/SAND FINISH' FDJ WALL STUCCO BANDS / TRIM STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' PORCH COLUMNS - MAIN STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' r ' PORCH COLUMN BANDS STUCCO 'SNOW WHITE' #OC-66 STUCCO -'SAND FINISH' _ ❑G DOOR FRAMES & GLASS FRAME - ALUM. MFR. STD. BLACK GLASS MFR; STD. GRAY TINT WINDOW FRAMES & GLASS FRAME -ALUM. MFR. STD. BLACK GLASS 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 � SOFFIT OUTLOOKERS WOOD/FOAM 'SNOW WHITE' #OC-66 1=I STUCCO -'SAND FINISH' STUCCO O DECORATIVE CORBELS & BRACKETS WOOD/FOAM 'SNOW WHITE #OC-66 STUCCO DECORATIVE ALUMINUM GRILLES ALUMINUM 'UNIVERSAL BLACK' #2118-10 5' BAHAMA SHUTTERS ALUMINUM 'UNIVERSAL BLACK' #2118-10 GUTTERS & DOWNSPOUTS ALUMINUM PAINT TO MATCH ADJACENT ® WALL COLOR. ����_3��8�'__-__1._�0" I BALL 25' 6, LC 22' 2" PORi A. 12'-2" 2nd FLi CIE II OPENING DESIGN PRESSURE CHART MARK U# OPENING TYPE €XR: ZONE OPENING SIZE (INCHES) IMPACT RATED SHUTTER Rf 'D. REQUIRED PRESSURE TESTEID PRESSURE .WIDTH HEIGHT Y/N Y/N (+)PSF (-)PSF (+)PSF 1 GARAGE DOOR D 5 192 96 Y N +45.8 -55.3 +56.0 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 IN +48.8 -53.4 +90.0 6 AWNING WIN. D 5 30 36 Y N +54.9 -73.5 +90.0 7 SLIDER D 4 84 96 Y N +48.8 -53.4 +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 .,II 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 5 36 96 Y N +51.8 -67.3 +90.0 -90.0 F 16 PICTURE D 5 96 24 Y IN +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 +80D -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 p 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 0 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 IN +53.0 -57.6 +80.0 -80.0 34 35 DBL. CASEMENT FIXED -TRANSOM D D 5 5 48 48 48 16 Y Y N N +53.2 +54.9 -70.2 -73.5 " +90.0 +80.0 130.0 x -80.0 36 PICTURE D 4 48 52 Y N +53.0 57.6 +80.0 -80.0; 37 PICTURE D 4 104 4 Y N +53.0 -57.6 +80.0 -80.0 38 39 DBL. CASEMENT FIXED -TRANSOM D D 5 5 48 48 E48 16 mikwwwwwama Y Y N N lnownw-ill +53.2 +54.9 -70.2 -73.5 +90.0 +80.0 =130 0 -80.0 RE 0 NOMI- W REVISIONS: No: DATE COMMENTS 0 a 0 Z W F- U W F I U W F 0 U. Z 0 N 0 =ql ( 'D �L �� 0 s� Z W �T ' r'txl,u 0 I� Q ps�� LL w � - - - - - - (53.0_2_)�. PEAK r Dl45'-3" . } ROOF Q U 5 T , _ _ _ _ 42' 1" (49.85) ) MEAN REIGHT T ROOF vi 38'-10" (46.60) 0 T/ WALL =' Z -- - W C) J J 35' 6" Q B/ PORCH BEAM1 + 2 W O 00 1 00 k W 00 N T� I F_ r ¢ Ln o I_ W Ln Lu ^V' v I1j U � } a 0 0 25'-0 3/4" (LOW POINT) - T%PORCHPORCH VARIES s✓ - >q 0 22' 2" O Z Q B/ PORCH BWM Q C) rj F ,,.;. LLn O to O °�z � I M Z 1= U +.. o I �LU 11'-9 3/ '(LOW POINT) ---------- RCH VARIES r I„ - d CO N F rn J I U 9'-4" (1�7.1).� K Q B/ TIE BEAM r ,. - D `"r'' Q W F 0 > a LU U- a W 4-6 1/4' (LOW POINT) Number: H LL T PORCH VARIES / r B : rss D Y Vi Date: 03-20-19 S1-eei Number z A+ - _ SCALE: 114„ _ V-0" to DOOR SCHEDULE w ca Z N p ROOM NAME a F- p _j Lu ¢ rx 0 SIZE HARDWARE ? w W Q REMARKS H 3 F- = 2 H Z � F- W Y Ln t7 Q U Q a0 Nf H m tt7 O (L 2 V gy f- 0 = w C� � W 1=- F a 1 GARAGE 101 E STL 160 80 2" 11• STL OVERHEAD DOOR W/ FLOOD VENTS 2 FOYER 102 A FI 36 80 1-3/4 • • • • • FI SIDELITES BOTH SIDES OF DOOR 3 CLOSET 105 G MA 26 80 1-3/8' • WD 4 LAUNDRY 106 K MA 54 80 1-3/8 • N/A PAIR OF BYPASS BARN -STYLE 5 ELEVATOR H MA 30 68. 1.3/8' • • WD ELEV. DOOR W/ WD. PNL. TRA qSOM 6 GARAGE 101 F MA 30 81 1-3/8'1 • • • • • 20 WD 7 CABANA BATH 108 J MA 28 80 1-3/8' • • N/A SINGLE BARN -STYLE 8 STORAGE 107 D AL 80 80 1-1/2 • • ♦ • ! AL 9 BEDROOM #1 201 D AL 70 80 1-1/2 ! • • • • AL 10 BEDROOM #1 201 B AL 26 8° 1-3/4 ! • ! • AL 11 CLOSET203 J MAI 26 .80 1-3/8" • N/A SINGLE BARN -STYLE 12 BATH #1 202 J MA 28 80 1-3/8" • • N/A SINGLE BARN -STYLE 13 BEDROOM #1 201 G MA 26 80 1-3/8" ! • WD 14 BATH *2204 J MA 26 80 1-3/8' • • N/A SINGLE BARN -STYLE 15 CLOSET205 J MA 26 80 1-3/8' ! N/A SINGLE BARN -STYLE 16 BEDROOM *2206 G MA 26 80 1-3/81 • • 1 WD 17 POWDER ROOM 207 G MA 28 80 1-3/8" • ! WD 18 ELEVATOR H MAI 30 68 1-3/8" • ! WD ELEV. DOOR W/ WD. PNL. TRANSOM 19 GREAT ROOM211 C AL 30 80 1-3/4' • • • ! AL 20 GREAT ROOM 211 C AL 30 80 1-3/4" ! • ! ! AL 21 BEDROOM #3 301 D ALI 70 80 1-1/2" • • • • • AL 22 BEDROOM #3 301 B AL 26 80 1-3/4 • • • • AL 23 CLOSET 303 K MA 60 80 1-3/8", 1 N/A PAIR OF BYPASS BARN -STYLE 24 BATH #3 302 J MA 26 80 1-3/8 • • N/A SINGLE BARN -STYLE 25 BEDROOM #3 301 G MA 28 80 1-3/8" ! • WD 26 MECHANICAL305 G MA 2" 80 1-3/8"1 • WD 27 WATER CLOSET308 G MA 26 80 1-3/8' • • WD 28 ELEVATOR H MA 30 68 1-3/8-1 • 1 WD ELEV. DOOR W/ WD. PNL T NSOM 29 MASTER BEDROOM 311 J MA 50 80 • • N/A SINGLE BARN -STYLE 30 MASTER BATH 310 J MA 50 8° • • N/A SINGLE BARN -STYLE 31' MASTER BEDROOM 311 C AL 3° 80 J-3 • • • AL 32 MASTER BEDROOM 311 C AL 30 8° low IN= Nil • • __....:. • AL , r IIISSISSISSIm,...w DOOR MATERIAL LEGEND LTOR = HOLLOW METAL STL = STEEL AL = ALUMINUM R = FIB" r„ C»,S_, VI = VIN"� . Ir"VC WD . WOOD MA = MASONITE GL = GLASS ,,. .arc„ -,.. - _ JAL SEE SCHEDULE_* SEE SCHEDULE SEE SCHEDULE'', J p � w J co w N w U w LA w w w w 21 EXTERIOR FRONT -ENTRY DOOR W/ SIDELITES IMPACT -RATED, IOW-E GLASS, GRAY TINT (SEA -TURTLE COMPLIANT) FL # n _ V / / / / / 0 l LU I_ REVISIONS: 0� No:. DATE COMMENTS O 11 SEE SCHEDULE O 1310 1-311 M M M M­ o IC3 = IC3 0 10 IM f - f �i IC3 [M=iii > r- I 0 IM M C3 ML1_ [ IM Im- U LU U W I o U Q h H a LL Z r EXTERIOR FRENCH DOOR EXTERIOR CURTAINWALL DOOR EXTERIOR 2-PANEL (X X) SLIDING GLASS DOOR O ALUMINUM FRAME, ALUMINUM FRAME, ALUMINUM FRAME, IMPACT RATED, LOW-E GLASS, I- IMPACT -RATED, LOW-E GLASS, IMPACT -RATED, LOW-E GLASS, W/1NSECTSCREEN STEEL GARAGE DOOR, RAISED PANEL, W/ FLOOD VENTS GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) IMPACT -RATED, EXTERIOR FACTORY FINISH x N N.O.A.17-0504.01 FL #14563.1 N.O.A.'17-0420.12 N.O.A.17-1108.30 0 n Q V ® O I SEESCHEDULE D SEESCHEDULE SEE SCHEDULE SEESCHEDULE SEESCHEDULE �� Th —* ( 119, Q 1�� a -1 { F 4 Lai F Y 1 J r9 = _ U 4 t n LL iD N N I ti a Q, Z SOLID CORE MASONITE PRE-HUNG/SWING, HOLLOW CORE MASONITE PRE-HUNG/SWING, HOLLOW CORE MASONITE PRE-HUNG/SWING, HOLLOW CORE MASONITE SINGLE BARN STYLE DOOR/TRACK, HOLLOW CORE MASONITE DOUBLE BYPASS BARN STYLE DOOR/TRACK,^° T^I } ` a WOOD GRAIN; PAINT GRADE WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE WOOD GRAIN, PAINT GRADE ! z L� U SELF -CLOSING HINGES, W/ 16" H. TRANSOM 20-MIN FIRE -RATED WOOD OR STAINED GLASS O O 102) O O W DOOR TYPES D ua 7 A-6 SEE SCHEDULE 7 :SCHEDULE A 6 SEE SCHEDULE .I 4 A-6 \ I 4 A % \ / \ I � 4 A-6 SEMENT (X) DOUBLE CASEMENT (X-X) DOUBLE CASEMENT (X-X) W/ FIXED TRANSOM ABOVE 4E, IMPACT -RATED ALUMINUM FRAME, IMPACT -RATED ALUMINUM FRAME W/ ALUMINUM TUBE MULLION JEINSULATED DOUBLE -PANE INSULATED IMPACT -RATED DOUBLE -PANE INSULATED // INSECT SCREEN LOW-E GLASS, W/ INSECT SCREEN LOW-E GLASS, W/ INSECT SCREEN URTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) GRAY TINT (SEA -TURTLE COMPLIANT) IMITING DEVICE W/ OPENING LIMITING DEVICE W/ OPENING LIMITING DEVICE 7-0614.14 IN.O.A.17-0614.14 N.O.A.17-0614.14 & 18-0430.05 & 17-0630.01 V� a r 23 10 ■ I� A-6 SEESCHED. ULE � o // 4 vvi � A-6 N.T.S. Z W !fJ J 2 J 2 )SEE a A-S SEE SCHEDULE A 5 SCHEDULE I N W D � / \\ 00 M LQL I 1 � Q = v 1 A.5 = vv I 1 A-5 k v w F w w c �� - �- _ aum AWNING Q0 FIXED PICTURE WINDOW FIXED WINDOW JMINUM FRAME, IMPACT -RATED ALUMINUM FRAME, IMPACT -RATED ALUMINUM FRAME, IMPACT -RATED U DOUBLE -PANE INSULATED DOUBLE PANE INSULATED DOUBLE -PANE INSULATED U W-EGLASS, W/ INSECT SCREEN LOW-E GLASS, LOW-E GLASS, L- 'Y TI T (SEA -TURTLE COMPLIANT) GRAY TINT (SEA TURTLE COMPLIANT) N.O.A. 18-0430.05 GRAY TINT (SEA -TURTLE COMPLIANT) N.O.A. 18-0430.05 Q Z IN/ OPENING LIMITING DEVICE O N.O.A.17-0614.20 Q W4 WS W6 CD 0 OL O W f- Ln I I\ 3,5" II I LJ j EQUAL EQUAL III i EQUAL EQUAL A I II it I I IlI (I T-S" /II � I / L DOOR UNDER SEPARATE APPROVAL (FL #14563.1) REFER TO DOOR SCHEDULE. TYPES SINGLE -SPAN CURTAIN WALL SYSTEM ALUMINUM FRAME, IMPACT -RATED DOUBLE -PANE INSULATED LOW-E GLASS, GRAY TINT (SEA -TURTLE COMPLIANT) FLORIDA APPROVAL # 17035.3 W7 0 o M 0 rn Z MU s _ 0w J.c �� � � , _c 0 O U W — 0000 (L) F ... N. J.0 lY _.._ 0 OLL ZQLL W a � a W Job Number. h Drawn By. rss DOOR UNDER SEPARATE Date: 03-20-19 _ U APPROVAL (FL #14563.1) Sheet Number Z REFER TO DOOR SCHEDULE, 3 I � — a �� Q r t I N.T.S. HN I F -- - - - w I WINDOW MFR. TO SUBMIT SHOP WALL STUCCO & BANDS TEXTURED DOOR MFR TO SUBMIT SHOP WALL STUCCO &BANDS TEXTURED WALL STUCCO& BANDS TEXTURED REVISIONS: a DWGS. TO SHOW FASTENING & & PAINTED PER ELEVATIONS/PLANS. DWGS. TO SHOW FASTENING & & PAINTED PER ELEVATIONS/PLANS. &PAINTED PERELEVATIONS/PLANS. No: DATE COMMENTS O ENGINEERING PER LATEST CODE. ENGINEERING PER LATEST CODE. SOLID CONCRETE @ PERIMETER Q 06-19-19 BLDG. DEPT. REV. � SOLID CONCRETE @ PERIMETER, STUCCO RETURNS, SOLID CONCRETE @PERIMETER TYP. FILLED CMU OR POURED CONC., STUCCO RETURNS, TYP.FILLED CMU OR OURED CONC:; FILLED CMU OR�OURED CONC., IXTERIOR PER PLANS. EXTERIOR SEALANT, TYP. PER PLANS. EXTERIOR SEALAN�, TYP: PER PLANS. Z w EXTERIOR EXTERIOR ] 5/8" TH. STUCCO I_ RETURNS, TYP. U Lu T ALUMINUM STANDING SEAM tY - - - INTERIOR ROOF PANELS 20GA. TYP. r-� o EXT. SEALANT, TYP. Q INTERIOR SEE ELEVATIONS FOR SPECS. 1.1/2"' MIN. ANCHOR THRESHOLD SET 1 1/2" MIN: ANCHOR DOOR GASKET 12 CAULK JOINT EMBEDMENT TYP. IN SEALANT; TYP. EMBEDMENT TYP. PER DOOR MFR. SELF -ADHERING UNDERLAYMENT 5 PROVIDE SUBMITTALS. W 1/4" MAX. SHIM, PROVIDE CAULKJOINT ,; 5/8" CDX PLYWOOD SHEATHING. r P.T. WOOD BUCKS AS 1/4" MAX. SHIM, PROVIDE HURRICANE ANCHORS PER NECESSARY, VERIFY W/ P.T. WOOD BUCKS AS ROOF FRAMING PLAN. PRODUCT APPROVALS. NECESSARY, VERIFY W/ 1" (R-5) RIGID FOAM BOARD PRODUCT APPROVALS. 3" X 3" X 1/4" GALV. WASHERS WOOD RETURNS & CASINGS, 1" UL A RIGID FOAM BOARD VERIFY RETURNS; CASINGS, SILL, INSULATION CONT. INSULATION CONT. W/ 1/2"It3 X 4" L. EXP. ANCHORS A LL MATERIALS &PROFILES W/OWNER. TYP. AROUND PERIME ER CONFIRM OR PER PRODUCT APPROVALS. 2 Z MAT „ 5/8" DRYWALL ON 1X3 FURRING 38 10 (46.85) _ — _ _ _ _-d; wj O S W/OWNER. (SPACE EQUALLY, 16" O.G. MAX. �}�, TYP. AROUND PERIMETER STRIPSR@ 16L O.C., FINISHEDI&G MATERIAL & PROFIL, — STRIPS @ 16" O.C., FINISHED & AND MAX, 6" FROM ENDS). 'i WALL 10" (R-30 BATT. INSUL„ TYR APPLIEDSEAMLESS WATERPROOF REDUCE PROVIDE FLUID APPLIED SEAMLESS WATERPROOF pgINTED PER FINISH SCHEDULE. PROVIDE FLUID PAINTED PER FINISH SC E BRANEAROUND ENTIRE OPENING. COATING/MEMBRANE AROUND ENTIRE OPENING. MIN. 1X3 FURRING STRIPS GARAGE DOOR MFR. TO SUBMIT MIN. 2X8 P.T. WD. BUCK, FULL HT. ALUM: DRIP FLASHING COATING/M M PER ROOF PANEL MFR. PRE-ENGINEERED WOOD" N MIN. 1X3 FURRING STRIPS TRUSSES @ 24" O.C.u, TYP. IMPACT -RA ED FRENCH DOOR; CONFIRM CONT. AROUND PERIMETER. SHOP DWGS. TO SHOW FASTENING MOUNTING CLIPS ANCHORS � TYP. IMPACT -RATED WINDOW, CONFIRM ALL CONT. AROUND PERIMETER. ALL DETAILS & REQUIREMENTS W/ DOOR MfR. ENGINEERING PER LATEST CODE. PER DOOR SHOP DRAWINGS. 1x4 DRIP & 2x8 FASCIA D. SEE TRUSS ENGINEERING DETAILS & REQUIREMENTS W/ WINDOW MFR." 3 GARAGE DOOR JAMB DETAIL HARDIE BOARD, PAINTS FOR DRYYWALL CEDILDING, DETAILS. ') t F 1 EXTERIOR WINDOW JAMB AT �""'�?NRY WALL 2 EXTERIOR DOOR JAMB AT MASONRY WALL 5/8"STUCCO SOFFIT, A_7 NOTE: AS APPLICABLE THE PRODUCTAPPROVAL OR N.O.A. SCALE:3" = V-0' OVER HI -RIB LATH, PAINTED. CONFIRM FINISH/TEXTURE. s' A, `,� ] PRODUCT APPROVAL OR N.O.A. SCALE: 3"' - Y-0" A-7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" - 1' 0" S THE MIN. INSTALLATION REQUIREMENTS. SOFFIT VENTS 6" X 14" AT REFER TO STRUCTURAL � �� Q A_7 NOTE, AS APPLICABLE THE O GOVERNS A GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS, 8`-0" O.C. OR 2" CONT. VENT DRAWINGS FOR BOND as `�" F FOAM/STUCCOPROVIDE SUBMITTALS. 00KER. BEAM LOCATIONS & DETAILS. ,, ] , fq, ° O T 1/2 DRYWALL PAINTED ON 1 X 3 P.T. WD FURRING @ 16 O.C. Ft F- OVER CONT, 3/4" (R-5) RIGID BOARD Z Qc w 5/$" STUCCO,. PAINTED. INSULATION (TAPE ALL SEAMS). F , SLIDING DOOR MFR. TO SUBMIT SHOP WALL STUCCO &BANDS TEXTURED CONFIRM FINISH/TEXTURE CONFIRM FINISH/TEXTURE �1 2 DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. & PAINTED PER ELEVATIONS/PLANS. W/OWNER, TYP. � _ U STD. 8" MASONRY WALL <; EXTERIOR SEALANT; TYP. SOLID CONCRETE @PERIMETER, W/ DUR-O-WALL HORIZ. Ql O FILLED CMU OR OURED METER, REINF, EVERY OTHER COURSE. rR' # k4 1 X 3 P.T. WD NAILER, TYP. 1 � � EXTERIOR #6 DOWELS @EACH FILLED a¢ PER PLANS. SEE DETAILS THIS SHEET. SEE FINISH SCHEDULE FOR _ t 24" - A-7 CELL PER STRUCTURAL PLANS. " BASE &FLOORING. ��.p,:, 1,, _ WINDOW WIDTH PROVIDE STD. 90° ACI HOOK. `�i F- -- - - - WOOD CASINGS, TYP. STUCCO BAND, TYP.ERS MIN.` �... ° LL CONFIRM MATERIAL & 3" MAX. 3" MAX. 8" HOLLOW CORE PANEL W/ - - - 3" CONC. TOPPING, SEE SHOP y} Z�, p�a�€ O CAULK PROFILES W/ OWNER.DRAWINGS & ENGINEERING 5/8" GYP. BD., �- - - - - SEE DETAIL. 2 FOR LAYOUT AND DETAILS, �` SHIM GAP 25'-6" (33.52 Z „. OR F.F. - — - ` PAINTED. ( 1� a • PRE -HUNG _ ---` -'- +^+ WOOD JAMB .. • . O CAULK 24 4 T/ BOND 3EAM - — - ', 'L ® U 6 TYPICAL ATTACHMENT: O O 1 1/2" MIN. ANCHOR WOOD STOP t w 1/4" X 3 1/2" TAPCONS @ „ L I INTERIOR EMBEDMENT TYP. _ 12" O.C. THRU P.T,1XWOOD CAULK JOINT W/MIN.11/2"CONC F W 0REFER TO STRUCTURAL 3 1/2" (R-11) BATT. INSUL., TYP. 1/4" MAX. SHIM, PROVIDE z EMBED. 3" MAX. FROM ENDS. �R ] 5/8" DRYWALL, PAINTED ON _ DRAWINGS FOR BOND-«' P.T, WOOD BUCKS AS _�� - 3 BEAM LOCATIONS & DETAILS. SUSPENDED FRAMING. SEE, O CAULK CEILING PLANS FOR DETAILS. NECESSARY, VERIFY W/ I m SEE DETAILS � Z PRODUCT APPROVALS 1" (R-5) RIGID FOAM BOARD DOOR R O. 3-5/8" X 25 GA. [BUCK p_7 THIS SHEET. 1 X 3 P.T. WD NAILER TYP. wDRYWALL OR WOOD RETURNS METAL STUDS @ 16" O.C. & CASINGS, AROUND PERIMETER. CONFIRM INSULATION CANT• VERIFY W/ MFR.5/8" DRYWALL ON 1X3 FURRING2 X 41%JOOD BLOCKING- MATERIAL & PROFILES W/ OWNER:STRIPS @ 16" O.C., FINISHED & J PROVIDE FLUID APPLIED SEAMLESS WATERPROOF PAINTED PER FINISH SCHEDULE. J PROVIDE 5" DOOR ETURNS WHERE 1/2" DRYWALL, PAINTED ON Q COATING/MEMBRANE AROUND ENTIRE OPENING. MIN.1X3 FURRING STRIPS POSSIBLE TYP., 4" (v11N, REQUIRED. FINAL FASTENING SHALL BE PER THE WINDOW MFR. 1 X 3 P.T. WD. FURRING @ 16" O.C. N I TYP: IMPACT -RATED SLIDING GLASS DOOR CONFIRM CONT. AROUND PERIMETER. PRODUCT APPROVALS OR N.O.A. AS APPLICABLE. _ OVER CONT. 3/4" {R-5) RIGID BOARD r LU ALL DETAILS &REQUIREMENTS W/ DOOR MFR: 5/8" STUCCO, PAINTED. INSULATION (TAPE ALL SEAMS). w 5 INTERIOR i500R JAMB 6 TYP. WI NDG ��'�Jry ATTACHMENT CONFIRM FINISH/TEXTURE W/NOFIINRNER TYP /TEXTURE 00 t i 4 EXTERIOR SLIDING GLASS DOOR JAMB STD. s' MASONRY WALL 00 N A_7 Ln NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = Y-0" A_7 SCALE: 3" = V-0" A-7 N.LS. W/ DUR-O-WALL HORIZ. GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. REINF.`EVERY OTHER COURSE. 1 X 3 P.T. WD NAILER, TYP. Q ao #6 DOWELS @ EACH FILLED v F SEE FINISH SCHEDULE FOR � CELL PER STRUCTURAL PLANS. c L _ BASE &FLOORING PROVIDE STD. 90°ACPHOOK. LAP 48 BAR DIAMETERS MIN. 8 HOLLOW CORE PANEL W/ 0 STUCCO BAND, TYP. 3 CONC TOPPING SEE SHOP WEO FQ� } SEE DETAIL DRAWINGS & ENGINEERING EvIE a FOR LAYOUT AND DETAILS. c COMP�'�'�� 0 O �_ 12ii2" (20;18 t�_ _ E L) U �ORF.F S LLJC�E CQ VI _. �. V T/ TIE BEAM - - - Bdc� p O Q 1" (R-5) RIGID FOAM BOARD INSULATION CONT. 1" (R-S) RIGID FOAM BOARD 9'-4�(17.35) 3 1/2" (R 11) BATT. INSUL., TYP. 5/8" DRYWALL ON 1X3 FURRING INSULATION CONT. p B/TIE 'BEAM (B/LOWEST BEAM) o PRE -CAST LINTEL, SEE MASONRY STRIPS @ 16" O.C., FINISHED & 5/8" DRYWALL ON 1X3 FURRING 5/8" DRYWALL, PAINTED ON Q PAINTED PER FINISH SCHEDULE. STRIPS @ 16" O,C.; FINISHED & REFER TO STRUCTURAL. SUSPENDED FRAMING. SEE ¢ OPENING & LINTEL SCHEDULES. PRE -CAST LINTEL, SEE MASONRY DRAWINGS FOR CONC. TIE CEILING PLANS FOR DETAILS. O 1/4" MAX. SHIM, PROVIDE OPENING &LINTEL $CHEDULES. PAINTED PER FINISH SCHEDULE. WALL STUCCO &BANDS TEXTURED P.T. WOOD BUCKS AS I 1/4" MAX. SHIM, PROVIDE BEAM LOCATIONS &DETAILS. rn a & PAINTED PER ELEVATIONS/PLANS NECESSARY, VERIFY W/ WALL STUCCO & BANDS TEXTURED P,T. WOOD BUCKS AS 1 X 3 P.T. WD NAILER, TYP. � PRODUCT APPROVALS. &PAINTED PER ELEVATIONS/PLANS. NECESSARY, VERIFY W/ k V v& a ",STUCCO, PAINTED. 0 O M O REDUCE CEILING PLANS FOR DETAILS. s ° ` NFIRM FINISH/TEXTURE J ( U SEE SCE MIN. 1X3 FURRING STRIPS PRODUCT APPROVALS a...a •'.w= F > m U O Z B/� HEADER - CONT. AROUND PERIMETER. SEE SCHEDULE MIN. 1X3 FURRING STRIPS 3 „ c 0 w VERIFY RETURNS, CASINGS, B/' HEADER CONT. AROUND PERIMETER. JUL 3 2019 STUCCO RETURNS, TYP.__,__ YP.MATERIALSBGPROfILESW/ OWNER. > VERIFY RETURNS, CASINGS, 1/2" DRYWALL PAINTED ON EXTERIOR SEALAN , TYP. b EXTERIOR SEALANT, TYP. TYP. AROUND PERIMETER. MATERIALS & PROFILES W/ OWNER Permitting J D@�iftill8l7t S_6 1 X 3 P.T. WD. FURRING @ 16" O.C. �, i Op 0 U CAULK JOINT I TYP. AROUND PERIMETER. St. LUCIB COu1�ty, FL OVER CONT. 3/4" (R-5) RIGID BOARD (P o- w CAULK JOINT &SEEESSCHEDULE m INSULATION (TAPE ALL SEAMS). s aJ I' `r CEILING HEIGHT CONFIRM FINISH/TEXTURE m BATT INSUL, TYP: BREAKAWAY WALL SEE W/ OWNER, TYP. N -� {J THROUGHOUT CEILING SEE DETAIL 18/S 6. � EXTERIOR INTERIOR 5/8" DRYWALL, PAINTED 1 X 3 P.T. WD NAILER, TYP. Q �� EXTERIOR INTERIOR CONFIRM FINISH/TEXTURE SEE FINISH SCHEDULE FOR J WINDOW MFR. TO SUBMIT SHOP I 1/4" MAX. SHIM, PROVIDE BASE &FLOORING. DWGS. TO SHOW FASTENING & 25 GA. TOP TRACK O'-0" (8J)2) �_ _ ° "' w �� H P.T. WOOD BUCKS AS DOORMF TO SUBMIT SHOP 3-5/8" MTL. STUDS f ist FLOOR EF. ENGINEERING PER LATEST CODE. NECESSARY, VERIFY W/ SLIDING a - O LL DWGS. TO SHOW FASTENING & 16" O.C., 25 GA. , _ EXTERIOR SEALANT, TYP. PRODUCT APPROVALS. ENGINEERING PER LATEST CODE. O- � ,� O CAULK JOINT 1'-10" _ _ _ Q SLOPE SILL MIN. 1/8" 5/8" GYP. BD. BOTH SIDES, ZJQ CONT. SILL FLASHING. WINDOW SILL TYP. CONFIRM FINISH/TEXTURE, T/GRADE BEAM REFER TO FOUNDATION DRAWINGS VERIFY W/ OWNER. DOOR TRACK SET IN CONT FINISH FLOORING, PROVIDE PAINTED, TYP. (SHEETS ND TI N, G A E B ENGINEERING, a 16 RISER ACCORDINGLY VERIFY W/ FOR FOUNDATION, GRADE BEAM, SLAB & O SEE SCHEDULE CAULK JOINT CONT. BEAD OF SEALANT , TYP. w T/ S L - FASTEN PER SHOP DRAWINGS OWNER & FLOORING CONTRACTOR. SEE FINISH SCHEDULE STUCCO EXTENDS MIN. 8" ��� LL MIN. 1X3 FURRING STRIPS AUGER PILE REQUIREMENTS &DETAILS. WALL STUCCO & BANDS TEXTURED CONT. AROUND PERIMETER PROVIDE (WHE 3-1/2" BELOW FINAL GRADE. MAX. 1/4" NON-SH INK GROUT. o BATT INS. WHERE SHOWN, � & PAINTED PER ELEVATIONS/PLANS 5/8" DRYWALL ON 1X3 FURRING w PROVIDE BUILT-OU' .STUCCO a: ° ' • ° ' 3/4" TO 1 1/2" D.X ±8" W. ON PLANS, FULL HEIGHT. Job Number. F MIN.4" H. POURED CONC. SILL W/ STRIPS @ 16" O.C., FINISHED & AS REQ'D. AT THRESHOLDS. DOOR TRACK RECESS 25 GA. BOTTOM TRACK Drawn By: rss (1) #5 CONT. (MAX. 8" H. ALLOWED) PAINTED PER FINISH SCHEDULE. FIELD VERIFY FINAL SILL HEIGHT. - - - 1" (R-5) RIGID FOAM BOARD CONFIRM WIDTH &DEPTH W/ DOOR MFR., OWNER, & BASE PER FINISH SCHEDULE. Date: 03-20-19 MASON TO PROVIDE CAVITY CAPS. INSULATION CONT. FLOORING CONTRACTOR. FLOOR PER FINISH SCHEDULE Sheet Number Z 0 0 TYP. IMPACT -RATED WINDOW, CONFIRM ALL PROVIDE FLUID APPLIED SEAMLESS WATERPROOF TYP. IMPACT -RATE SLIDING GLASS DOOR CONFIRM PROVIDE FLUID APPLIED SEAMLESS WATERPROOFN. FLOOR DETAILS & REQUIREMENTS W/ MfR. COATING/MEMBRANE AROUND ENTIRE OPENING. ALL DETAILS & REQUIREMENTS W/DOOR MFR. COATING/MEMBRANE AROUND ENTIRE OPENING. NON -BEARING ALL ELEVATIONS SHOWN 1 TYP. INTERIOR : Lf Q B TYPICAL SLICING GLASS DOOR HEAD/THRESHOLD 9 METAL STUD BALL SECTION 10 TYPICAL EXTERIOR WALL SECTION REFERENCED TONAVD-88. 7 VN.C.A.CALEr 11/2" = 1' „ A-7 - SCALE: 1" = 1'-0" A-7 SCALE. 3/8" = 1'-0" w ]_ 7 WINDOW HEAD/SILL DETAIL AT MASONRY WALLLl A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 1 1/2" - 1'-0 A-7 NOTE: AS PPLICABLE THE PRODUCTAPPRO AL OR N.O. . GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. - _._. — - - - -- - - - - - --- --- - - - --- -- --- - - -- -- _,. H iL WINDOW MFR. TO SUBMIT SHOP WALL STUCCO & BANDS TEXTURED DWGS. TO SHOW FASTENING & & PAINTED PER ELEVATIONS/PLANS. ENGINEERING PER LATEST CODE. STUCCO RETURNS, TYP. SOLID CONCRETE @ PERIMETER, FILLED CMU OR POURED CONC., EXTERIOR SEALANT, TYP. PER PLANS. EXTERIOR INTERIOR 1 1/2" MIN. ANCHOR CAULKJOINT EMBEDMENT 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. VERIFY RETURNS, CASINGS, SILL, y 1 (R 5) RIGID FOAM BOARD MATERIALS & PROFILES W/ OWNER. INSULATION CONT. TYP. AROUND PERIMETER 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PROVIDE FLUID APPLIED SEAMLESS WATERPROOF PAINTED PER FINISH SCHEDULE. COATING/MEMBRANE AROUND ENTIRE OPENING. MIN. 1X3 FURRING STRIPS TYP. IMPACT -RATED WINDOW, CONFIRM ALL CONT. AROUND PERIMETER. DETAILS & REQUIREMENTS W/ WINDOW MFR 1 EXTERIOR WINDOW JAMB AT MASONRY WALL A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE. 3" = 1'-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. SLIDING DOOR MFR. TO SUBMIT SHC DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP. EXTERIOR WALL STUCCO & BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS. SOLID CONCRETE @ PERIMETER, FILLED CMU OR �OURED CONC., PER PLANS. INTERIOR 1 1/2" MIN. ANCHOR EMBEDMENT TYP. CAULKJOINT } s. 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ Ay PRODUCT APPROVALS. 1" (R-5) RIGID FOAM BOARD DRYWALL OR WOOD RETURNS INSULATION CONT. & CASINGS, AROUND PERIMETER CONFIRM MATERIAL & PROFILES W/ OWNER 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PROVIDE FLUID APPLIED SEAMLESS WATERPROOF PAINTED PER FINISH SCHEDULE. COATING/MEMBRANE AROUND ENTIRE OPENING. MIN. 1X3 FURRING STRIPS TYP. IMPACT -RATED SLIDING GLASS DOOR CONFIRM CONT. AROUND PERIMETER - ALL DETAILS & REQUIREMENTS W/ DOOR MFR. 4 EXTERIOR SLIDING GLASS DOORJAMB A_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = 1'-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. PRE -CAST LINTEL, SEE MASONRY — OPENING & LINTEL SCHEDULES. WALL STUCCO &BANDS TEXTURED & PAINTED PER ELEVATIONS/PLANS SEE SCHEDULE_ _B/HEADER STUCCO RETURNS, TYP.------ EXTERIOR SEALANT, TYP.------ EXTERIOR WINDOW MFR TO SUBMIT SHOP DWGS, TO SHOW FASTENING & ENGINEERING PER LATEST CODE. EXTERIOR SEALANT, TYP. SLOPE SILL MIN. 1/8" —� CONT. SILL FLASHING.:� \ SEE SCHEDULE _T/SILL — WALL STUCCO & BANDS TEXTURED - & PAINTED PER ELEVATIONS/PLANS. MIN. 4" H. POURED CONC, SILL W/- (1) #5 CONT. (MAX. 8" H. ALLOWED) FIELD VERIFY FINAL SILL HEIGHT. MASON TO PROVIDE CAVITY CAPS. - Pi 1" (R-5) RIGID FOAM BOARD INSULATION CONT. 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PAINTED PER FINISH SCHEDULE. 1/4" MAX SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. MIN. 1X3 FURRING STRIPS CONT. AROUND PERIMETER. VERIFY RETURNS, CASINGS, MATERIALS & PROFILES W/ OWNER. TYP. AROUND PERIMETER. CAULK JOINT INTERIOR 1/4" MAX. SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. CAULKJOINT WINDOW SILL TYP. VERIFY W/ OWNER. CAULKJOINT MIN. 1X3 FURRING STRIPS CONT. AROUND PERIMETER. 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PAINTED PER FINISH SCHEDULE. 1" (R-5) RIGID FOAM BOARD INSULATION CONT. TYP. IMPACT -RATED WINDOW, CONFIRM ALL PROVIDE FLUID APPLIED SEAMLESS WATERPROOF DETAILS & REQUIREMENTS W/ WINDOW MFR COATING/MEMBRANE AROUND ENTIRE OPENING. 7 WINDOW HEAD/SILL DETAIL AT MASONRY WALL A-7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE, 71/2" = 1'-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. DOOR MFR. TO SUBMIT SHOP WALL STUCCO & BANDS TEXTURED WALL STUCCO &BANDS TEXTURED DWGS. TO SHOW FASTENING & & PAINTED PER ELEVATIONS/PLANS. & PAINTED PER ELEVATIONS/PLANS. ENGINEERING PER LATEST CODE. STUCCO RETURNS, TYP, SOLID CONCRETE @ PERIMETER SOLID CONCRETE @ PERIMETER, EXTERIOR SEALANT, TYP. FILLED CMU OR POURED CONC., EXTERIOR FILLED CMU OR POURED CONC., PER PLANS. PER PLANS. EXTERIOR STUCCO RETURNRN S, TYP. RETURNS, INTERIOR THRESHOLD SET--/ 1 1/2" MIN. ANCHOR IN SEALANT, TYP. EMBEDMENT TYP CAULKJOINT 1/4" MAX, SHIM, PROVIDE P.T. WOOD BUCKS AS NECESSARY, VERIFY W/ PRODUCT APPROVALS. 1" (R-5) RIGID FOAM BOARD WOOD RETURNS &CASINGS, INSULATION CONT. TYP. AROUND PERIMETER. CONFIRM MATERIAL & PROFILES W/ OWNER 5/8" DRYWALL ON 1X3 FURRING STRIPS @ 16" O.C., FINISHED & PROVIDE FLUID APPLIED SEAMLESS WATERPROOF PAINTED PER FINISH SCHEDULE. COATING/MEMBRANE AROUND ENTIRE OPENING. MIN. 'IX3 FURRING STRIPS TYP. IMPACT -RATED FRENCH DOOR, CONFIRM CONT. AROUND PERIMETER. ALL DETAILS & REQUIREMENTS W/ DOOR MFR. 2 EXTERIOR DOOR JAMB AT MASONRY WALL p-7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SG GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. i WOOD CASINGS, TYP. L IRM MATERIAL & CAULK ILES W/ OWNER. SHIM GAP YP. BD., ED. PRE -HUNG WOOD JAMB CAULK WOOD STOP lllffV1114 \ /n CAULKS � _ 1 DOOR R,O. 3-5/8 " X 25 GA VERIFY W/MFR. METAL STUDS @ 16" O.C. 2 X 4 WOOD BLOCKING PROVIDE 5" DOOR RETURNS WHERE POSSIBLE TYP., 4" MIN. REQUIRED. (�� INTERIOR DOORJAMB A-7 SCALE: 3" = 1'-0" MAMA (R-5) RIGID FOAM BOARD INSULATION CONT. 5/8" DRYWALL ON 1X3 FURRING PRE -CAST LINTEL, SEE MASONRY STRIPS @ 16" O.C., FINISHED & OPENING & LINTEL SCHEDULES, PAINTED PER FINISH SCHEDULE. 1/4" MAX. SHIM, PROVIDE WALL STUCCO & BANDS TEXTURED P.T. WOOD BUCKS AS & PAINTED PER ELEVATIONS/PLANS. NECESSARY, VERIFY W/ PRODUCT APPROVALS. A SEE SCHEDULE MIN. 1X3 FURRING STRIPS B/V— HEADER CONT. AROUND PERIMETER EXTERIOR SEALANT, TYP. i VERIFY RETURNS, CASINGS, MATERIALS & PROFILES W/OWNER. TYP. AROUND PERIMETER CAULK JOINT EXTERIOR I INTERIOR SLIDING DOOR MFR TO SUBMIT SHOP DWGS. TO SHOW FASTENING & ENGINEERING PER LATEST CODE. I� DOOR TRACK SET IN CONT. FINISH FLOORING, PROVIDE CONT, BEAD OF SEALANT, TYP. RISER ACCORDINGLY. VERIFY W/ FASTEN PER SHOP DRAWINGS. OWNER & FLOORING CONTRACTOR MAX. 1/4" NON -SHRINK GROUT. PROVIDE BUILT -OUT STUCCO 3/4" TO 1 1/2" D. X ±8" W. AS REQ'D. AT THRESHOLDS. DOOR TRACK RECESS CONFIRM WIDTH & DEPTH ' W/ DOOR MFR., OWNER, & FLOORING CONTRACTOR. TYP. IMPACT -RATED SLIDING GLASS DOOR CONFIRM PROVIDE FLUID APPLIED SEAMLESS WATERPROOF ALL DETAILS & REQUIREMENTS W/ DOOR MFR COATING/MEMBRANE AROUND ENTIRE OPENING. B TYPICAL SLIDING GLASS DOOR HEAD/THRESHOLD A-7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: INSTALLATION REQUIREMENTS. - GOVERNS AS THE MIN.-1N— EXT. SEALANT, TYP. DOOR GASKET PER DOOR MFR. 3" X 3" X 1/4" GALV. WASHERS W/ 1/2"0 X 4" L EXP. ANCHORS OR PER PRODUCT APPROVALS. =rq47qlfl SPACEE EQUALLY, 1 " ( Q 6 O.C. MAX. AND MAX. 6" FROM ENDS). GARAGE DOOR MFR. TO SUBMIT MIN. 2X8 P.T. WD. BUCK, FULL HT. SHOP DWGS. TO SHOW FASTENING MOUNTING CLIPS & ANCHORS ENGINEERING PER LATEST CODE. PER DOOR SHOP DRAWINGS. 3 GARAGE DOOR JAMB DETAIL q_7 NOTE: AS APPLICABLE THE PRODUCT APPROVAL OR N.O.A. SCALE: 3" = Y-0" GOVERNS AS THE MIN. INSTALLATION REQUIREMENTS. SEE DETAILS THIS SHEET. A-7 WINDOW WIDTH 3" MAX. - 3" MAX. TYPICAL ATTACHMENT: 1/4" X 3 1/2" TAPCONS @ 12" O.C. THRU P.T.1X WOOD O BUCK W/ MIN.1 1/2" CONC. z EMBED. 3" MAX FROM ENDS. 3 SEE DETAILS I I A-7 THIS SHEET. FINAL FASTENING SHALL BE PER THE WINDOW MFR. PRODUCT APPROVALS OR N.O.A. AS APPLICABLE. TYP. WINDOW ATTACHMENT CEILING FRAMING, SEE CEILING PLANS FOR DETAILS. SEESCHEDULE `r CEILING HEIGHT `BATT INSUL TYP. THROUGHOUT CEILING 5/8" DRYWALL, PAINTED CONFIRM FINISH/TEXTURE. 25 GA, TOP TRACK 3-5/8" MTL. STUDS 16" O.C., 25 GA. 5/8" GYP. BD. BOTH SIDES, CONFIRM FINISH/TEXTURE, PAINTED, TYP. SEE FINISH SCHEDULE PROVIDE (R-11) 3-1/2" BATT INS. WHERE SHOWN, ON PLANS, FULL HEIGHT. 25 GA. BOTTOM TRACK BASE PER FINISH SCHEDULE. �0'-0" `► FIN. FLOOR FLOOR PER FINISH SCHEDULE. TYP. INTERIOR NON -BEARING 9 METAL STUD WALL SECTION A-7 ALUMINUM STANDING SEAM — ROOF PANELS, 20 GA. TYP. SEE ELEVATIONS FOR SPECS. SELF -ADHERING UNDERLAYMENT PROVIDE SUBMITTALS. 5/8" CDX PLYWOOD SHEATHING. - HURRICANE ANCHORS PER ROOF FRAMING PLAN, 338'-10" (46.60) T/WALF ---- ALUM. DRIP FLASHING PER ROOF PANEL MFR. 1x4 DRIP & 2x8 FASCIA HARDIE BOARD, PAINTED. 5/8" STUCCO SOFFIT, OVER HI -RIB LATH, PAINTED. SOFFIT VENTS 6" X 14" AT 8'-0" O.C. OR 2" CONT. VENT PROVIDE SUBMITTALS. FOAM/STUCCO OUTLOOKER. 5/8" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ, REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLAN PROVIDE STD. 90" ACI HOOK. LAP 48 BAR DIAMETERS MIN. STUCCO BAND, TYP. SEE DETAIL 25'-6" (33.27) 3rd FLOOR F.F. �24'-4" 0, T/ BOND BEAR REFER TO STRUCTURAL — DRAWINGS FOR BOND BEAM LOCATIONS & DETAILS, 5/8" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @EACH FILLED—� CELL PER STRUCTURAL PLANS. PROVIDE STD. 90" ACI HOOK. LAP 48 BAR DIAMETERS MIN. STUCCO BAND, TYP. SEE DETAIL. 12'-2" (1 �9.93) OR F.F. �P 7� TIE BiKh - — _ A9'-4" (17.1) _ _ B/ TIE BEAM (B/ LOWEST BEAM) REFER TO STRUCTURAL DRAWINGS FOR CONC. TIE BEAM LOCATIONS & DETAILS. 5/8" STUCCO, PAINTED. CONFIRM FINISH/TEXTURE J 3 S-6 w m BREAKAWAY WALL SEE SEE DETAIL 18/S-6. 11 st FLOOR F.F. 1'-10" T/ GRADE BEAM STUCCO EXTENDS MIN. 8"- BELOW FINAL GRADE. 12 5� 10" (R-30 BATT. INSUL., TYP. PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS. 5/8" DRYWALL CEILING, TYP. CONFIRM FINISHITEXTURE. REFER TO STRUCTURAL DRAWINGS FOR BOND BEAM LOCATIONS & DETAILS. 21 ■ LU o REVISIONS: No: DATE COMMENTS 0 K LL N WN 0 Q l� aC �,Mo Q Pill 1/2" DRYWALL, PAINTED ON 'T � > 1 X 3 P.T. WD. FURRING @ 16" Q.C. 4 F OVER CONT. 3/4" (R-5) RIGID BOARD Z INSULATION (TAPE ALL SEAMS). © ' w cc Uj CONFIRM FINISH/TEXTURE , w v W/ OWNER, TYP. O 1 X 3 P.T. WD NAILER, TYP. OLA� 0 SEE FINISH SCHEDULE FOR Q v I BASE & FLOORING. LLJ 8" HOLLOW CORE PANEL W1 Lcc V I 3" CONC. TOPPING. SEE SHOP O ^ - LL DRAWINGS & ENGINEERING 0 FOR LAYOUT AND DETAILS. a Q \ ^ Ur O O 5 `i z cc CO i.: a 3 1/2" (R-11) BATT. INSUL, TYP 5/8" DRYWALL, PAINTED ON SUSPENDED FRAMING. SEE CEILING PLANS FOR DETAILS. 1 X 3 P.T. WD NAILER, TYP. 1/2" DRYWALL, PAINTED ON 1 X 3 P.T. WD. FURRING @ 16" O.C. OVER CONT. 3/4" (R-5) RIGID BOA INSULATION (TAPE ALL SEAMS). CONFIRM FINISH/TEXTURE W/ OWNER, TYP. 1 X 3 P.T. WD NAILER TYP. SEE FINISH SCHEDULE FOR BASE & FLOORING. 8" HOLLOW CORE PANEL W/ 3" CONC, TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. BOAR 3 1/2" (R-11) BA INSUL, TYP. 5/8" DRYWALL, PA TED ON SUSPENDED FRAMI . SEE CEILING PLANS FOR TAILS. 1 X 3 P.T. WD NAILER, a�ou-U Sri 0 W N 7 z W m J J c Q 1/2" DRYWALL, PAINTED ON J 1 X 3 P.T. WD. FURRING @ 16" O.C. ' p 0 U OVER CONT. 3/4" (R-5) RIGID BOARD ?: W INSULATION (TAPE ALL SEAMS). — 00 y (- LU CONFIRM FINISH/TEXTURE W/ OWNER TYP. N V 1 X 3 P.T. WD NAILER, TYP. Q -SEE FINISH SCHEDULE FOR BASE &FLOORING. / \\Q d C LL ooPO REFER TO FOUNDATION DRAW S Z%Q 41 (SHEETS S-1, S-2, S-3) BY CS GINEERING, W FOR FOUNDATION, GRAD AM, SLAB & \� AUGER PILE REQUIREME & DETAILS. LL 0 _ a TYPICAL EXTERIOR WALL SECTION w Job Number: Drawn Bk: rss Date: 03-20-19 Sheet Number Z ALL ELEVATIONS SHOWN I /k Q REFERENCED TO NAVD-88. �L1\ � T _■ DESIGN LOADS: SLAB -ON -GRADE = 100 PSF ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 20 PSF FLOOR LOAD 25 PSF (LIVING; 5 PSF (BALCONY FLOOR LIVE DEADLOAD= 40 PSF (LIVING); 100 PSF (BALCONY) GENERAL NOTES: CODES AND STANDARDS 1 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: A FLORIDA BUILDING CODE 2017; 6TH EDITION, ASCE 7-10, ASO, & AISC 2 ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS: A THE FOUNDATION DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, STRUCTURAL MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS, SETTINGS, DRAINS, REGLETS, ETC. C BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT, D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. E. CSM IS NOT THE ENGINEER OF RECORD. CSM IS SPECIALTY ENGINEER FOR FOUNDATION ONLY. 3 SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. DIMENSIONS: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PRO- PER WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. FOUNDATION: 1 ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH A SOIL REPORT AND FOUNDATION INVESTIGATION AS PROVIDED BY NUTTING ENGINEERS; JOB ORDER #444.1; DATED 8-30-18. 2 THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THIS SOIL REPORT. ALL SUB GRADES SHALL BE APPROVED IN WRITING BY THE GEOTECHNICAL ENGINEER PRIOR TO BACKFILL. 3 DEEP FOUNDATION TO BE USED - AUGER CAST PILES PER PLANS. 4 SOIL SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED GEOTECHNICAL ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5 TOP OF ALL EXTERIOR FOOTINGS/GRADE BEAMS SHALL BE PER PLANS 6 EXCAVATION & BACKFILL• A ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC B PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 7 CENTERLINE OF FOOTINGS/GRADE BEAMS SHALL COINCIDE WITH CENTERLINE OF PILES UNLESS OTHERWISE NOTED ON DRAWINGS. 8 DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 9 CONTRACTOR TO BOND ALL FOOTER AND FOUNDATION STEEL PER NEC 2017. CONCRETE: 1 CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A FOUNDATIONS 5000 PSI B SLAB -ON -GRADE 5000 PSI C AUGERED PILES 5000 PSI D GRADE BEAMS 5000 PSI ALL OTHER CONCRETE TO BE 5000 PSI UNLESS NOTED OTHERWISE. 2 ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE STRENGTH OF A 5000 PSI ® 28 DAYS AND HAVE A MINIMUM OF 728 LBS. OF CEMENT PER CUBIC YARD. B SLUMPS SHALL BE 5 MINIMUM AND 7 MAXIMUM. C JOB SITE WATER SHALL NOT BE ADDED. 3 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-11), THE ACI DETAILING MANUAL (ACI 315 / LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION). 4 SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5 CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE CURRENT ACI SPECIFICATIONS. 6 THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH : 5000 PSI (U.O.N.) SLUMP: 5 + 7 AIR CONTENT: 5% +/- 1% WATER/CEMENT RATIO: 0.40 MAX. COARSE AGGREGATE : 3/8" TO 3/4" NO WATER SHALL BE ADDED TO THE MIX AFTER INITIAL BATCHING, UNLESS THE SLUMP OF THE CONCRETE WHEN DELIVERED IS LESS THAT SPECIFIED. IN SUCH CIRCUMSTANCES, WATER MAY BE ADDED ONLY WITH THE APPROVAL OF THE ENGINEER AND ONLY TO THE EXTENT REQUIRED TO REACH SPECIFIED SLUMP LIMITS. WATER SHALL BE INTRODUCED UNDER PRESSURE AND THE DRUM SHALL BE TURNED AT MIXING SPEED AN ADDITIONAL 30 REVOLUTIONS MINIMUM TO INSURE UNIFORMITY OF MIX. 7 NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING STEEL FOR THE POUR IS IN ITS PROPER LOCATION AND THE OWNER'S REPRESENTATIVE'S PERMISSION HAS BEEN GIVEN FOR THE POUR. REINFORCING MESH SHALL BE WELDED WIRE FABRIC AS SPECIFIED ON THE DRAWINGS. 8 PLACING OF CONCRETE SHALL CONFORM TO ACI 301 & ACI 304-11, "RECOMMENDED PRACTICE FOR MEASURING, MIXING TRANSPORTING AND PLACING CONCRETE". PLACE CONCRETE AS CONTINUOUSLY AS POSSIBLE UNTIL POUR IS COMPLETE SO THAT NO CONCRETE IS PLACED AGAINST CONCRETE THAT HAS ATTAINED ITS INITIAL SET, EXCEPT AT AUTHORIZED JOINTS. 9 PLACE CONCRETE AS NEAR AS POSSIBLE TO ITS FINAL POSITION. PREVENT SEGREGATION. USE CHUTES OR TREMIES AS NECESSARY. THE MAXIMUM FREE DROP SHALL BE 4-FEET. COMPACT DURING PLACING WITH INTERNAL VIBRATORS (800 VPM MINIMUM). WORK AROUND REINFORCEMENT, EMBEDDED FIXTURES, AND INTO FORM CORNERS. DO NOT OVER -VIBRATE, AND DO NOT USE VIBRATORS TO TRANSPORT CONCRETE WITHIN THE FORMS. 10 CONCRETE CURING: FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT TEMPERATURES, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE ABOVE 70 DEGREES F. FOR THE FIRST THREE DAYS AND ABOVE 55 DEGREES F. FOR AT LEAST THE NEXT 4 DAYS. UNFORMED SURFACES MAY BE CURED USING A SILICATE BASE, CURING COMPOUND OR BY COVERING WITH WATERPROOF PAPER OR POLYETHYLENE FILM. APPLY POLYETHYLENE FILM AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND THE CONCRETE IS SUFFICIENTLY HARD TO BE UNDAMAGED BY THE COVERING. SPRINKLE CONCRETE AS NECESSARY DURING APPLICATION OF COVERING. LAP EDGES AND ENDS AT LEAST 4-INCHES, AND SEAL LAPS. WEIGHT DOWN COVERING TO PREVENT DISPLACEMENT. PATCH HOLES AND TEARS THAT OCCUR DURING THE CURING PERIOD. APPLY CURING COMPOUNDS STRICTLY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS USING LOW PRESSURE SPRAY EQUIPMENT. APPLY CURING COMPOUND AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND FREE WATER ON SURFACE HAS DISAPPEARED, AND NO WATER SHEEN CAN BE SEEN. APPLY 2 COATS AT RIGHT ANGLES TO EACH OTHER WHERE NECESSARY TO ACHIEVE PROPER COVERAGE. PROJECTO I' L\ I�' 1 ` I a LOCATION MAP NOT TO SCALE 1 /8" WIDEx1.5" DEEP SAW CUT PER PLANS N \-GALV. WWF 6x6-W2.1 xW2.1 BOTTOM REINFORCEMENT 4" FRANGIBLE SLAB SECTI❑N 11 WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. SUPPORT W.W.F. ON 2" TALL SLAB BOLSTERS SPACED AT 3'-0" ON CENTER MAX. GRID - SHALL BE HOT DIPPED GALVANIZED FROM THE FACTOR. 12 REQUIREMENTS: A ALL REINFORCING STEEL SHALL BE MANUFACTURE FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. B W.W.F. SHALL COMPLY WITH ASTM A 185 AND BE HOT DIPPED GALVANIZED. C ALL REINFORCEMENT SHALL BE SUPPORTED ON 2" BOLSTERS AT 36" MAX. GRID SPACING EACH WAY 13 LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL W.W.F. A MINIMUM OF 6" PLUS 2" UNLESS OTHERWISE NOTED. 14 REINFORCING BARS: A AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE (1)- 5 X 48xBAR DIAMETER BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. 8 WHERE COLUMNS ARE AN INTEGRAL PART OF CONCRETE WALLS, WALL REINFORCEMENT SHALL BE CONTINUOUS THRU THE COLUMNS. C ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. 15 CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT, ADDITIONAL SHEAR FRICTION REINFORCING. STRUCTURAL DESIGN CRITERIA: MEAN ROOF HEIGHT 43'-11" WIND LOAD FBC 2017 & CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 WIND VELOCITY 170 MPH; ULTIMATE 'WIND SPEED 132 MPH; NOMINAL WIND SPEED EXPOSURE "D"; ENCLOSED DESIGN Kz 1.25 BUILDING HEIGHT FACTOR ALPHA 1.78 LOAD COMBINATIONS ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6WL; 0.6DL+0.6WL INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1 RISK CATEGORY It MAIN FRAME: MAXIMUM HORIZONTAL LOAD +/ 68 PSF MAXIMUM VERTICAL LOAD 5 PSF LMUZ PROJECT LOCATION CONSTRUCTION PLANS: SHEET DESCRIPTION F1 COVER SHEET, MAP, AND NOTES F2 PILE AND GRADE BEAM PLAN F3 SLAB AND REINFORCEMENT PLAN TOTAL NUMBER OF SHEETS = 3 ENLARGED INTERSECTION BEAM/PILE SCALE = 1" TO 1'-O" RGED CORNER BEAM/PILE SCALE = 1" TO V-0" �1/8" WIDEx2.5" DEEP SAW CUT PER PLANS 5'-0" — N \-GALV. WWF 6x6-W2.1 xW2.1 BOTTOM REINFORCEMENT 6" FRANGIBLE SLAB SECTI❑N NI"��irlw - e ENLARGED BEAM/PILE SCALE = 1" TO 1'-O" #4@1611 O.C.E.W. TOP TEMP - �\#5©16" O.0 TEMP BOTTOM N CN #5©8" O.C. BOTTOM ONE WAY CIP S❑LID SLAB SECTI❑N ALL HORIZONTAL BARS TO EXTEND INTO BEAM MIN. 6" PILE TO BEAM ELEVATION PENETRATIONS UP TO 2" ALLOWED IN 12" DEEP BEAMS PENETRATION ZONE PENETRATIONS UP TO 8" ALLOWED IN 18" DEEP BEAMS SLAB PER PLANS ° d d ` ° e G 9 °d d ° a v • . 8 a8. v a .Q • . 2.X DIAMETEfj ^ d.. .-tea _ In -i A .°.� v.. d �. ° A GRADE BEAM PER PLANS v --1/3 L ...----1/3 L- 1/3 L d 4d d' a L • .v - 14"0 PILE -TYP. BEAM PENETRATION DETAIL aE� �oMpLr� c0i crE c0 SOT. Bocc PROJECT: HERNANDEZ FOUNDATION PLANS 5008 WATERSONG WAY, LOT 66 FORT PIERCE, FL 34949 ST. LUCIE COUNTY rm s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY DXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT MID OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, U.C. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUDIORITATION OF CSM ENGINEERING, U.C. CSM ENGINEERING, LLC COPYRIGHT 02019 PERMIT SE T: 312012019 E NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SUB INDICATED PERTAIN TO 24•X36• PLOTS 1 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT 1: 0 EOF �•. STAT.•fir-= CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROF6SIONAL ENGINEER N0. 76910 SHEET NAME COVER SHEET, MAP AND NOTES SHEET J: F-1 7 I I C B � I — 6'-2° QA 3' 11" 3' A� 1 — ___ ____ aI I i � 1 I© I I I 24'— 3a 0 3I I I I IIf I 21'-0" I�3' SQ. x 16" DEEP FOOTING—TYP. #5 BOTTOM BARS AT 8" O.C.E.W. L — E F Q — _6„ 38 39 r ' mI °I AUGER CAST —IN —PLACE CONCRETE PILE NOTES: 1 PILES SHALL BE 14" DIAMETER AUGER CAST PILES OF 35 TON COMPRESSION CAPACITY MIN. SEE SCHEDULE ON PLAN 14" DIAMETER PILES SHALL BE WITH (8) #5 VERT. BARS OR (5) #6 VERT. BARS ® PERIMETER AND #3 TIES AT 6" O/C FOR FIRST 25 OF DEPTH FROM GRADE AND 12" O.C. FOR THE REMAINING DEPTH OF THE PILES. 2 METHOD OF CASTING AND LENGTHS OF PILES WITH CALCULATIONS SHALL BE SUBMITTED BY THE INSTALLER FOR THE APPROVAL BY A/E BEFORE STARTING THE INSTALLATION OF PILES. 3 A MMINIMUM 5000PSI GROUT IS TO BE USED FOR THE PILES, DESIGN CRITERIA OF CONCRETE MIXES ARE TO BE SUBMITTED FOR APPROVAL BY:: A/E. ALLPILES SHALL BE MONITORED BY GEOTECHNICAL ENGINEER THIS LOG SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. 4 SOIL REPORT WAS PRESENTED AT THE TIME OF THIS DRAWING SO A MIN. DEPTH OF PILE TO ACHIEVE DEPTH OF-30'-0" MIN. FROM EXISTING GRADE OR PER SOIL ENGINEER. 5 ALL WORK SHOWN HERE IS DERIVED FROM TEAM ARCHITECTURE. ONS AND ALL OTHER DIMENSIONS, LAVATORY LOCATIONS, SEE ARCHITECT'S PLANS FOR ALL D , DETAILS NOT SHOWN ON THESE DRAWING. 6 ALL PILES WITHIN 6 DIAMETERS OR 7' MUST BE POURED MIN. 12', HOURS APART. 7 CONTRACTOR MUST GIVE CAREFUL ATTENTION TO PILE AND FOUNDATION SYSTEMS DURING BACKFILL'AND COMPACTION OPERATIONS. GRADE BEAM REINFORCING —SCHEDULE #3 STIRRUPS PILE ELEVATION MARK SIZE TOP MID BOT GB-1 18"X20" ' 4#6 4#6 @8" O.C. —3'-5' F,F, PER PLANS GB-2 24"X20" 15#6 5#6 @8' OC -3'-5' F,F, PER PLANS GB-3 30"X20" 15#6 5#6 @8' D.C. -3`-5' F.F. PER PLANS NOT INCLUDING THE SLAB . ._.._....... . y !TDITIAt NUMBER OF PILES = 39 p . i� 3 CONTRACTOR TO VERIFY ALL DIMENSI NS WITH ARCHITE TURAL FLOOR PLANS 31 M.­............ __._ __ i I 4Im N IQa I a I O I N I I liI , 25 m I 6.41 I= 4 8 o IEmil LFB— �1! E_ a. J B-1 al B-1 I lael I I9 --�® -- 21 �' 1, 16'-10" I lil Ian _la Im —I 3 Im I E. _— QIt5 aI I I II16 l ,l � I �� II ro a 4� 8`A 2,_5" 2, a B-' r2— B=, I I STEEL COL PER STR CTU L TO REST ON GRADE EAM, Ia jj aI SEE 13/F-3 I9 I a I mIm I I° al 1 I I------"'--�—^— v u OI J B-1 5'-4" ED I . A..__.._.:...._.....: p I PILE AND GRADE BEAM PLAN SCALE - 1/4" TO 1'-0- (8) #5 BARS OR (5) #6 BARS .. a 4 a '• Y d M PE PLANS ` #3 STIRRUPS AT PILE VERTICAL BARS 6" O.C. TO—25'-0" TO HOOK INTO GRADE BEAM WITH STANDARD HOOKS ' . 3 MIN. COVER 7.7 -TYP. 14"@ AUGER . CAST IN PLACE PILE PER PLANS a —25'-0" #3 STIRRUPS AT 12" O.C.V. BALANCE 30'-0" MIN_ OR AS DETERMINED BY INSPECTING GEOTECHNICAL ENG. FROM EXISTING GRADE PILE S HEDULE 14" DIAMETER AUGER CAST PIL S MAX. 35 TON CAPACITY PER PLANS. DEPTH OF PILES TO BE MIN. 30' FRO EXISTING GRADE. LOCATION PER PLANS. MAX. LATERAL LOAD = 4 TONS TENSION = 15 TONS 1,1 SOLID SLAB NO SAW CUTS 7 0'-0" F.F. e .. HtAM -1 -lU t 3 TOP OF PILE —3'-2" F.F. SECTION('5 SCALE: 1 "=1'-0"'rr #4 V—BARS LOWER SHAFT GUIDE PILE DETAIL VARIES FROM: -1'-O" F.F. i GB-2''. SOLID SLAB NO SAW CUTS 5 7 5 6 0'-0" F. . 0'-0" F.F. .° • —�Fa a ° a' .a o -1'-7-1/2" F.F..., ° a LOWEST GRADE 04 9 e ° TOP OF GRADE TOP OF GRAD a BEAM-1'-10"', F.F. ° •. •. Ge BEAM-1'-10" F.F. .a a 3 ad • GB-1 GB-1 ° .. °° e .° a a ° 'O d • e r a • ° ,_a < TOP OF PILE -3'-2" F.F. e r °', e -I:• "v TOP OF PILE -3'-2" F.F. e° SECTION i d SECTION 2 SCALE:1"=1'-0 '°2" SCALE:1"=1'—O" 9 d g d • AT BREAKAWAY WALL AND SOLID SLAB AT BREAKAWAY WALL AND SLAB TOP OF GRADE BEAM 1'-10" F.F. m TOP OF PILE -3'-2" F.F. . SECTION 3 SCALE:1 "=1'-0" 1 6 5 1'-4" F.F. a <de TOP OF GRADE BEAM-1'-10" F.F. • °' GB-1 e 'd ° ° m ' • I e ° d e r �. ,.a ?OP OF PILE -3'-2" F.F. ° a h a , s 1r_6, e d SECTION d '^2 A SCALE:1"=1'—O" 7 9 a • AT BREAKAWAY WALL AND CODE St. 0 10 0'-0" F.F. { ° a. 8 Bey d e d. ° e 10" SLAB WITH #5 BARS TOP ri °e ' d a AND BOTTOM AT 8" O.C. EACH WAY -1'-0 F.F. 4' a .aa. 4' ° ° .. ° '., ea. e' ea d . .0 e ° a °e'.. °dk ° :. •. s.r, - d • ° ° TOP OF GRADE '4 d 9 BEAM-1'-10" F.F. • e ° e . ° . °. Qa e °• '•' e ro e. • a GB-4 A d: G8-2 e.. • ' • ° • •' •' TOP OF PILE -3'-2" F.F. • TOP OF PILE -3'-2" F.F. a: e° A: SECTION 6 e e e . SCALE: 1"=1'-0" °° 4 Tq"'l d ° °< AT LIVING TO ELEVATOR TO GARAGE0;111�° PROJECT: — HERNANDEZ FOUNDATION PLANS 5008 WATERSONG WAY, LOT 66 FORT PIERCE, FL 34949 ST. LUCIE COUNTY r. �T s s J .. .. ICI V ENGINE CIVIL STRUCTURAL � ARINE —` CSM ENGINEERING, LLC 2❑B SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY DXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE DXPRESS WRRTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERLY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, U.C. CSM ENGINEERING, LLC COPYRIGHT C2019 I �I ED ® a. 0C MpL1R� E COIL rOGG NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS 1 EE k 2 3 4 5 DESIGNED Of: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT j: �11iuuT,irr�r� 4 y pp� - No. 70016 •4 v�SFA -Vr Z CHARLES A DARDEN'JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEEF NAME: PILE AND GRADE BEAM PLAN SHEET III: F-2 1 F-2 its] F12 Ld 4" FIBEF REINFO CED p FRANGIB E SLAB i TO BE <AW P NS -TYP. jCUT j 1 fPF�R; 1 I I F-2 i I I I, i r- 5'-0' I I I ,mKELEV. i 0'- F.F.F. 4" WWF RE FORCED FR GIBLE B TO BE SAW UT PER PLANS P. € I ,II I I I I I— T ._........ .. _ _...1....._I _ N ..... ... I ; j Is I - 2 13 LJ 2 SLAB LJ — — _..._..... W._.... 2 Ir F.`F.F. I I I I I I mo _.. I � I -6" SLAB S UD SLA� I 6 WWF REINFORCED I I I I j I F ANGIBLE SLAB L — J I— ._—I I TO BE SAW -TYP. OUT PER PANS .l I uj 0. I , I N I� I I: 5 I �_-- ---------- 0 SURE FROM FRONT 3 F-2 I I r ------------------------------- ------- 1 LS� LABS J I i Ert _a N —4— —� Ilow W o s" S e �I` SOLID LAB` /7 -1'-5-1 1 F-2 11 F-3 RECESS PER 11/F-3 TO VERIFY LOCATION W/ ARCH. PLAINS O 6 SLOPE f�TOP OF GRADE BEAM-1'-10" F.F. j .! ITOP OF PILE -3'-2" F.F. " l SECTION SCALE:1 "=1'—O" AT GARAGE RAINLIP TERMITE PROTECTION FOR NEW CONSTRUCTION AS PER F.B.C. 1816.1 & F.B.C. R318.1 - CONTRACTOR TO REFERENCE F.B.C. FOR FURTHER REQUIREMENTS. SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. IF SOIL AREA IS DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT, AREA SHALL BE RE -TREATED WITH A CHEMICAL SOIL TREATMENT INCLUDING SPACES BOXED OR FRAMED. TREATMENT MUST BE IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOG S SHALL NOT BE OF CELLULOSE -CONTAINING MATERIAILS AND SHALL HAVE A MIN. WALL THICKNESS OF 0.010" AND SHALL BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN PIPE AND SLEEVE. NO TERMICIDES SHALL BE APPLIED INSIDE THE SLEEVE PER FBC PLUMBING 305.1.1 REINF❑RCEMENT TO BE WWF 6x6—W2,1xW2,1 FOR FRANGIBLE SLABS BOTTOM REINF❑RCING TO BE 2' MIN. FROM BOTTOM OF SLAB, 4 F-2 NOTE: MAIN SLAB= 1,617 SOFT 9-° PORCH SL;B = 342 SQFT TERMITE TREAT SOIL TO CONFORM WITH F.B.C. 1816.1. CONTRACTOR 8 PROVIDE TERMITE PROTECTION TO F-3 SLAB PLAN AT GRADE SCALE = 1/4" TO 1'—O' CONTRACTOR TO VERIFY ALL DIMENSIONS NOTE: CONCRETE BALCONY WATERPROOFING ALL CONCRETE BALCONIES ARE TO BE WATERPROOFED WITH MIN. 1 LAYER OF MER-KO HYDRO GUARD 2000 WITH A TYPE 2 CLOTH ABOVE AND A SECOND COAT OF MER-KO HYDRO GUARD 2000 ABOVE. APPLY PER PER MANUFACTURE SPECIFICATIONS OR APPROVED EQUAL. SLOPE 1/2" #4 NOSING BAR 7 -0'-5.5" F.F. '• e v . e d °d, 1'-5-1/2" F.F. ? +�.'a LOWEST GRADE �° ° TOP OF GRADE ° Qa BEAM-1'-10" F.F. °. GB-1 • a I e a ° a ° r ; ° -1:< .� TOP OF PILE -3'-2" F.F. SECTION 8 9 d AT BREAKAWAY WALL AND SLAB 6 0'-0" F.F. 0'-0" F.F. d , , ° _ ° 41 \AAd °<ad e a ,' °., d''.. °. ° • TOP OF GRADE ° '° ,. da BEAM-1'-10" F.F. • '' ° GB-1 A .d e n , C 6 r ° °�, OP OF PILE -3'-2" F.F. ° A M SECTION 9 SCALE:1"=1'—O" 9 X. ed .. LEGEND: 1. #5 CONT. BAR 2. #4 REBAR TOP 1.5" COVER AT 16" O.C. TEMP BARS FOR SOLID SLABS 3. (2) #5 REBAR BOTTOM SUPPORTED ON 2" TALL CHAIRS ®36" O.C. 4. GRADE BEAM WITH #6 BARS TOP AND BOTTOM WITH #3 STIRRUPS AT 6" O.C. MAX. OR PER PLANS 5. CMU FRANGIBLE WALL PER PLANS. POUR FIRST COURSE WITH SOLID 5000 PSI CONCRETE AND 2"x6" KEY -WAY IN GRADE BEAM. FRANGIBLE WALL REINFORCEMENT NOT TO CONNECT TO GRADE BEAM, COLUMNS, OR BEAM. MUST HAVE MIN. 1/2" EXPANSION MATERIAL TO SEPARATE TOP OF WALL FROM BEAM. 6. 4" FRANGIBLE SLAB ON GRADE PER PLANS WWF REINFORCED ONLY WITH 1.5" DEEP SAW -CUTS 0 5' O.C. EACH WAY (25 SOFT PANELS MAX.). OVER 6 MIL VAPOR BARRIER 7. 6" NON -FRANGIBLE CIP ONE WAY SOLID SLAB PER PLANS. OVER 6 MIL VAPOR BARRIER 8. 6" FRANGIBLE SLAB ON GRADE PER PLANS WWF REINFORCED ONLY WITH 2.5" DEEP SAW -CUTS 0 5' O.C. EACH WAY (25 SOFT PANELS MAX.). OVER 6 MIL VAPOR BARRIER 9. 14" 0 PILE PER PLANS 10. CMU NON -FRANGIBLE WALL PER PLANS 11. #5 BAR WITH 6" HOOK EACH END INTO GRADE BEAM AND SLAB/FOOTING AT 8" O.C. MAX. 12. 1-1/2"x14" RAIN -LIP AT GARAGE OPENING 13. 8x16 CONCRETE COLUMN PER PLANS 14. TIMBER BREAK AWAY WALL PER PLANS -1'-7-1/2" F.F. ° LOWEST GRADE p 4 4 °.. TOP OF GRADE BEAM-1'-10" F.F. d° GB -PER PLANS d a� Q, a d 1;A ,' w TOP OF PILE -3'-2" F.F. ,: a ' ° SECTION 10 ,'•°2" : SCALE: 1 "=1'—O" 9 `d e" AT CAST IN PLACE COLUMN SLOPE 1" #4 NOSING BAR 7 ` 6 -0,0" F.F. I A ° -1'-5-1/2" F.F. " LOWEST GRADE a° °' TOP OF GRADE ,.d° All BEAM-1'-10" F.F. °• GB-2 ° a _T ° n ' a ' TOP OF PILE -3'-2" F.F. C • ° ° Id SECTION 1 '^2SCALE: 1"=1'-0" 9 `d ° AT BREAKAWAY WALL AND SLAB i— — 6 ° °, , 8" 8" SHOWER RECESS SECTION SCALE:1 "=1'—O" (� STEEL COLUMN PER STRUCTURAL PLANS 3/16" ISOLATION JOINT FULL DEPTH OF SLAB CONCRETE WITHIN ISOLATION JOINT SHALL BE PLACED AFTER p'• ADJACENT SLAB AREAS HAVE 12 �y BEEN POURED 12 � STEEL TUBE PER STRUCTURAL ALTERNATE CONST. JOINT ON COL ROUND SUN-O-TUBE CENTER LINES IN MAY BE USED IN LIEU BOTH DIRECTIONS. OF SQUARE ISOLATION JOINT TYP. ISOLATION JOINT DETAIL AT COLS. NO DIAMOND NECESSARY AT ROUND CONCRETE COLUMNS; ISOLATE COLUMN FROM SLAB WITH 3/16" ISOLATION JOINT ONLY. STEEL BASE PLATE PER STRUCTURAL PLANS MIN, EMBEDMENT = 10" MIN. STEEL COLUMN BASE PLATE DETAIL 13 SCALE: N.T.S. GROUT BASE PROJECT: HERNANDEZ FOUNDATION PLANS 5008 WATERSONG WAY, LOT 66 FORT PIERCE, FL 34949 ST. LUCIE COUNTY r= m ENGINEERING CIVIL • STRUCTURAL MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES IRS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PART! IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THE DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITEEN AUTHORIZATION OF CSM ENGINEERING, U.C. CSM ENGINEERING, LLC COPYRIGHT 'C2019 G1D N aof Co`Mr p o UN Cis wB . cc NOTES & COMMENTS ALL DIMENSIONS SWJl BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36" PLOTS 1 2 3 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT S: `j11HU1)tf/!�/ . fi�",^ i�I9.78910 a �® CHARLES A DARDEN JR DATE FlARIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME LEVEL ONE SLAB PLAN SHEET S: F-3 COLUMN SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT/NOTES W L H BOT. TOP C-1 CONC 16" 32" 11'-2" -V-10" 9'-4" FORMED & POURED COLUMN, 3000 PSI W/ (8) #6 CONT. W/ #3 STIRRUPS @ 8" D.C. C-2 CONC 16" 32" 1 V-2" -T-10" 9'-4" V SHAPED FORMED & POURED COL., 3000 PSI W/ (10) #6 CONT. W/ #3 STIRRUP C-3 CONC 16" 16" 1 V-2" ;-1'-10" 9'-4" FORMED & POURED COLUMN, 3000 PSI W/ (8) #6 CONT. W/ #3 STIRRUPS @ 8" O.C. C-4 CONC 8" 16" 11'-2" -V-10" 9'-4" FORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-5 STEEL 4" 4" 12'-1" -V-10" 10'-3" 4"SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-6 CMU 16" 16" 4'-8" -1'-10" X-10" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-7 WOOD 8" 8" T-6" 2'-10" 10'-4" SOLID WOOD COLUMN C-8 CMU 12" 12" 10'-5" 1 V-7" 22'-2" COLUMN BLOCK POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-9 CMU 16" 16" 10'-5" 11'-7" 22'-2" COLUMN BLOCK POUR SOLID, 3000 P51 W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-10 STEEL 4" 4" 1 V-5" 1 V-11" 23'-4" 4" SQ. X 3/8" TH. W/ 10710" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-11 CMU 12" 12" 4'-0" 25' 1 " 29'-1"' COLUMN BLOCK POUR SOLID; 30D0 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-12 CMU 16" 16" 10'-5" 25'-]" 35'-6" COLUMN BLOCK POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8 O.0 BEAM SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT W H L BOT. TOP B-1 TB-2 8" 23" CONT. 9'-4" 11'-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX B-2 TB-2 8" 21" CONT. 9'-4" 11'-1" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX B-3 TB-2 8" 18" CONT. 9'-4" 10'-10" (6) #6 CONT. W/ (2) #3 STIRRUPS @ 4" O.C. MAX B-4 TB-2A 8" 23"/21" CONT. T-4" 11'-T' (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX B-5 TB-2 8" 34" 15'-8" 9'-4" :12' 2" (8) #5 CONT. W/(2) #3 STIRRUPS @ 12" O.C. MAX B-6 TB-2A 16" 25719" CONT. 9'-4" 1 V-5" r (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX B-7 TB-2A 8" 23719" 2T-10" T-4" 11'-3" (8) #5 CONT W/(2) #3 STIRRUPS @ 12" D.C. MAX. B-8 TB-2 8" 24" CONT. 22'-2" 24' 2" (8) #5 CONT W/(2) #3 STIRRUPS @ 12" O.C. MAX B-9 TB-2A 8" 24"/26" 27'-10" 22' 2" 24'-4" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX B-10 TB-1 B" 14' 16'-8" 24'-4" 25' 6" (4) #5 CONT. (POURED W/ FLOOR TOPPING) B-11 TB-2 8" 1 40" 1 CONT. 35'-6" 38'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX B-12 TB-2 8" 40" 2T-10" 35'-6" 38'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX B-13 WB-1 8" 12" CONT. 9'-4" 10'-4" SEEWOOD BEAM TYPE -WB1 - MASONRY, OPENING LEGEND MARK OPENING ELEVATION LINTEL WIDTH HEIGHT HEADER SILL/THLD. M-1- 16'-10" NA 9'-4" NA B 1 M-2 16'-0" 8'-01, 6' 4 1l2" 1' 7 1/2" 2 L2 ? M-3 V-4" 91_10" 9'-4" 0'-6" 3-2 M-4 _ 6'-4" 9'-10" 9'-4" 4-6" B-3 n IM-5 4'-8" V-10" 9'-4" -0'-6" B-2 M-6 6'-4" 8'-0" $'-0" 0'-0" L7 M-7 4'4" 4'4" 8'4" W-0" Lt M-8 8'-0" 2'-0" 8'-0" 6'-0" L1 M-9 8'-01, 2'4„ 8,-01, 6'-0" L7 M-10 8' 8" 9'-10" 9'-4" 0'-6" B-6 M-11 25'-2" W-10" 9'-4" -0'-6" B-6 M-12 8'-8" 9'-10" T-4" -0'-6" B-6 M-13 8'-0" 8'-01' V-0" 0'-0" L1 M-14 2'-6" T-0" 8'-0" 5'4' L1 M-15 15'-4" 9' 10" 9'-4" 0'-6" B-1 M-16 1'-4" 0'-8" 4-5" 1'-1" L1 M-17 1 -4" 0'-8" 0 -61. 1 -2" LQ M-18 1 -4" 0'-8" 0 -7" -14' L1 M-19 V-4" U-8" -0'-8" -1'-4" L1 M-20 1'-4" NA 9'-4" NA B-1 M-21 4'-4" 7'4' T-0" 0 -01 L1 M-22 T-0" 8'4- 20 2" (8'-0") 12 2 (0 -0") L1 M-23 2' 10" 8' 0" 20 2" (8"-0") 12'-2" (0'-0") L1 M-24 2'-6" T-0" 20-2" (8'-0") 17 2" (5' 0") L1 M-25 7'-4" 6-4" 22 2" (10'-0") 15 10 (T-8") L1 M-26 5'-0" 10'-5" 22 2" (10'-0") 11 7 (0'-5") L1 M-27 T-0" 3'4" 20 2' (8--0") 17 2 (5'-0") L1 M-28 Ii V-0" 2'4" 21 6" (9'-4") 19 6' (7'-4") L7 M-29 W-O" 5'-4" 21'-6" (9'-4") 16'-2" (4'-0") L1 M-30 8'-8" 10'-5" 22 2" (10'-0") 11 7 (0 -5") B-8 M-31 25'-2" 10'-5" 22 2" (10--0") 11 7 (0'-5") B-8 M-32 8' 8" 10' 5" 22 -2" (10--0") 11 7' (-0'-5'1 B-8 M-33 23'-10" 10'-0" 22'-2" (10'-0") 12'-2" (0'-0") B-9 M-34 4'-0" 5'4" 21 -6" (9'4") 16'-2" (4'-0") L1 M-35 8'-8" 2'4" 22 10" (10'-8") 20' 10 (8'-8") L1 M-36 2'4" 4'-8" 20'-2" (8--0") 15 -6' (3'4") L1 M-37 T-4" T-0" 20'-2" (8'-0") 17'-2" (5'-0") L1 M-38 4'-4" T-0" 19'-2" (7'-0") 12'-2" (0'-0") L1 M-39 T-O" 8'-0" 33 6" (8'-0") 25 6 (0'41 L1 M-40 2'-10" 8'-0" 33 -6" (8'-0") 25 6 (0'-0") L1 M-41 2'-6" 3'-01, 33'-6" (8`-0") 30'-6" (T-0") Lt M-42 T-O" 3'-0" 33'_6" (8'-0") 30'-6" (5--0") L1 M-43 1 V-B" 2'-0" 33'-10" (T-4") 32,-10" (7,4") Lt M-44 4'-0" 5'-4" 33 -10" (9'-4") 29 6 (4 41 L1 M-45 8'-8" 10'-5" 35 6" (10'-0") 25' 1 (0'-5") B-11 M-46 25'-2" 10'-5" 35 6" (10'-0") 25' 1 (-0'-5") B-11 M-47 V-8" 10'-5" 35 6" (10'-0") 25' 1 (4-5") B-11 M-48 23' 10" 10'-0" 35 6" (10'-0") 25 6 (0'-0') B-12 M-49 1 4'-0" T-4" 1 33 -10" (9'-4") 29 6 (W-0") L1 M-50 8 8" 2 -0" 33 10' (9'-4") 32' 10 (7 4") L1 M-51 4 A" 4'-8" 33 10' (9'-4") 30 6 (5 0') L1 M-52 4'-4" T-0" 32'-6" (8--0") 1 25'-6" (0'4') L1 NOTES: 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS &DOORS W/ SUPPLIER. 3, HOLD CMU DOWN ON ALL SILLS TO ACOMMODATE MIN. 4" H. POURED CONCRETE SILL W/ (1) #5 CONT. 4. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. LINTEL / BEAM / HEADER LEGEND LINTEL L1 (SPANS', UP TO 10--0") 8 X 8 PRECAST PRESTRESSED LINTEL. L. FILLED SOLID W 3000 PSI PUMP MIX & (1) #5 BAR CONT. AT LINTEL. MIN. UNIFORM LOAD CARRYING CAPACITY OF 950 LB/FT •"" LINTEL L2 (SPANS GREATER THAN 10'-0") .a,�.. 8 X8 PRECAST/PRESTRESSED LINTEL BOTTOM AND `N (1) COURSE BOND BEAM ABOVE. FILLED SOLID W/ c 3000 PSI PUMP' MIX & (j) #5 BARS CONT. gS (1) AT BOT. OF LINTEL &,(1) AT BOND BEAM. MIN. UNIFORM LOAD CARRYING CAPACITY OF 1400 LB/FT TIE -BEAM - TB1 (BEAMS LESS THAN 16" DEEP) !. I: SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. r r°-j TIE -BEAM - TB2 (BEAMS GREATER THAN 18" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. 4' 4' TIE -BEAM - TB1A/TB2A (W/ STEP-DOWN a 1 .• L TYPICAL TIE BEAM W/ STEP-DOWN AT BALCONY. o = I�•;*I, SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. 4r--2nrr *-�" WOOD BEAM- W81 q (2) 2 X 12 P.T., R.S.C., OR OTHER, PROVIDE 4" SPACE TO MATCH WIDTH OF WOOD COLUMN BELOW. STRUCTURAL WALL LEGEND TYPICAL 8" CMU WALL: (ELEV. SHAFT, 2nd, & 3rdll FLRS) 8" CMU WALL W/ FILLEDICELLS @ 24 O.C. W/ (1) #6 VERT. BREAKAWAY 8' CMU WALL: (TYPICAL AT 1st FLOOR) 8" CMU WALL W/ FILLED CELLS ' @ 32" O.C. W/ (1) #5 VERT. NO" STRUCTURAL CONNECTION AT TOP, BOTTOM; OR ENDS. REFER 18/S-6 FOR DETAILS. POURED CONCRETE COLUMN: I (TYPICAL AT 1st FLOOR) SEE PLAN FOR LOCATIONS & SCHEDULE FOR SIZE & REINF. NOTES: 1. SEE PLANS FOR WALL THICKNESS. 2. SEE ARCHITECTURAL PLANS, SECTIONS, ; DETAILS, FOR COMPLETE WALL ASSEMBLY..I HOLLOW CORE SLAB LEGEND 8" HOLLOW CORE SLAB W/ 3" TOPPING. TYPICAL AT 2nd FLOOR LIVING AREA. n 8" HOLLOW CORE SLAB W/ 6" TOPPING. TYPICAL AT 3rd FLOOR LIVING AREA. T 8" HOLLOW CORE SLAB W/ SLOPED TOPPING. SEE PLANS T FOR TOPPING THICKNESS. TYP. AT EAST EXTERIOR BALCONIES. STRUCTURAL NOTES: � 1 4 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. REVISIONS: --- -- - (2017 FLORIDA BUILDING CODE & ST. LUCIE COUNTY AMENDMENTS.) No: DATE COMMENTS 0 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 170 M.P.H. VELOCITY ULTIMATE, Q 04.08-19 MISC. REV. D. IMPORTANCEFACTOR 1.0, EXPOSURE D, RISK CATEGORY IL 1 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE & A 06-19-19 BLDG. DEFT. REV. Q & REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER, ARCHITECT, WOR ENGINEER. U 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON z STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL W MEMBER SIZES, FINISH FLOOR ELEVATIONS, ETC. VERSUS THE ARCHITECTURAL & MEP PLANS, DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT WOR ENGINEER. WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. U 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECT WOR ENGINEER FOR INSTRUCTIONS W FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF THE DRAWINGS SHALL I_ NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS, I 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI301-16 & ACI 318-14.' U 7. REFER TO GEO-TECHNICAL REPORT FROM FLORIDA ENGINEERING & TESTING, FOR SITE PREPARATION RECOMMENDATIONS & AUGER PILE REQUIREMENTS. Q 8. REFER TO FOUNDATION DRAWINGS (SHEETS F-1, F-2, F-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. Q 9. SEE SITE PLAN SHEET'C-1' FOR SITE / BUILDING PAD PREPARATION NOTES. W 10, REFER TO FOUNDATION DRAWINGS FOR FOUNDATION, SLAB ON GRADE, AUGER PILE, f- & GRADE BEAM CONCRETE SPECIFICATIONS (STRENGHTS & MIXES). 2 11. CONCRETE STRENGTH SHALL BE 3000 PSI GRADE COMPRESSIVE STRENGTH AT 28 DAYS. 0 A. 3,000 PSI PEA ROCK PUMP MIX FOR HOLLOW CORE TOPPING. LL B. 3,000 PSI PEA ROCK PUMP MIX FOR FORMED & POURED COLUMNS & BEAMS- C. 3,000 PSI GROUT MIX (8" TO 10" SLUMP) FOR CMU FILLED CELLS & CMU COL. BLOCK. rj Z 12. GROUT FILLED MASONRY WALLS, f' m , COMPRESSIVE STRENGTH = 1500 P.S.I. IN 28 DAYS. fT ,, 0 13. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE Q 48 BAR DIAMETER LAP TYPICAL, UNLESS NOTED OR DETAILED OTHERWISE. N 14. STRUCTURAL STEEL SHALL BE ASTM A36. 15. ANCHOR BOLTS AND STUDS SHALL BE ASTM A307. 0 16. PROVIDE MIN. STEEL REINFORCEMENT COVER: 1 1/2"AT COLUMN & BEAMS, 1" AT SLABS, I & 3" WHERE ON OR BELOW GRADE. 1c 17. 6 x 6 - W2.1 X W2.1 WELDED WIRE MESH (WWM), FLAT SHEET REINFORCEMENT, SHALL BE � �1 �I• I PROVIDED IN 4th FLOOR HOLLOW CORE TOPPING. K eo Q 18. PROVIDE HARD TROWEL FINISH ON INTERIOR BUILDING SLAB AND LIGHT BROOM FINISH ON WW�+ 1 ALL EXTERIOR SLABS/PADSNt 19. MIN. 6 MIL VAPOR/RADON BARRIER UNDER SLAB, LAP/TAPE SEAMS, TAPE/SEAL PENETRATIONS. I� I m O 20. SOIL POISON FINISHED BUILDING PAD/$OIL, PROVIDE MIN. ONE (1) YEAR WARRANTY, PAD/SOIL %�"1 I - SHALL REMAIN UNDISTURBED AFTER TREATMENT. Q > 21. PROVIDE FILLED CELLS W/ (1) #6 VERTICAL @ 24" O.C. U.N.O. AND/OR AS SHOWN ON PLAN ® 3 22. HORIZONTAL MASONRY JOINT REINFORCEMENT, LADDER MESH EVERY OTHER COURSE ftftft Z 23. PRE -CAST LINTELS PROVIDED BY MASONRY CONTRACTOR, SEE SCHEDULE & DETAILS. ul LINTELS EXTEND 8" BEYOND OPENING EACH SIDE. (y V O 24. COORDINATE ALL OPENING SIZES & LOCATIONS W/ ALL TRADES, PRIOR TO CONSTRUCTION I I ., G. U 25. ALL REQ'D. PENETRATIONS THRU POURED CONCRETE SLABS, COLUMNS, &BEAMS SHALL BE FORMED/SLEEVED W/ CONC. POURS. COORDINATE W/ ALL TRADES FOR SIZES & LOCATIONS. fit:��, f , I 0 Q �, {�\vi L V BREAKAWAY (FRANGIBLE) WALL NOTES: b I p� LL 1. AT 1st FLOOR ONLY ALL CMU INFILL SECTIONS BETWEEN POURED1 4.110 COLUMNS SHALL BE FRANGIBLE. 2. EXTERIOR BREAK AWAY WALL SECTIONS BETWEEN REINFORCED POURED`, Z COLUMNS SHALL BE CONSTRUCTED OF UN -REINFORCED HOLLOW CMU, Cl f; `"* .td1 . } NO CONNECTIONS STRUCTURALLY TO COLUMNS BEAMS OR SLAB, 1 a MAX. 8" THICK WALLS ALLOWED. �;� LA., 3. SEE SECTIONS, DETAILS, &ARCHITECTURAL DRAWINGS FOR FURTHER DETAILS. "" f U a URI 0 LU a�. RN r N " I 'rl Z m REV1EWEpL ANGE E CO -�.r 7 3" 13' 4" CODSS. j-VCi1EC`OUN 1' 4" 10'-8" 114. W 81, 81, all g" .1, co 00 W 00 fVI- ' Q LH 0-4 i C v C 8 CC) z oo=- -- -- 'O I - =1= C 7 (p r; tip F =1= C-6 rr c Ln C- FOOTING BELOW I I I I r 11 I I C-7 SEE SHEET T-2' FOR d q« Q I I II DETAILS, TYP. OF (4). I I I I Q p N� Q II II II II � -0 ft o , 11'-4" '�•r � �n PP'ti � i VI II II C-6 PAVERS II II T Z g -II C A It li B r' O Q -7 0 C-6 D_0 oh C B- a t� MATCH LINE MATCH LINE MATCH LINE '{. ) z n Q p PERGOLA COLUMN & BEAM ANCHORS CITY. OF FASTENERS PER CONNECTOR MARK MANUFACTURER ANCHOR UPLIFT FT ANCHORS PER CON N. TO COLUMN TO BEAM TO CMU/GONG. C688 SIMPSON (STAINLESS) 6,710 1 THRU BOL S N/A EMBEDDED STAINLESS STEEL I{ O SIMPSON PS41BPC 5,030 2 (2) 3/4" 0 X THRU-BOLTS THRU-BOLTS CONTINUOUS N/A STAINLESS STEEL T OC SIMPSON LUC210 1,015 1 (10) 10d X 1-1/2" (6) 10d X 1-1/2" N/A a L O U W 00 NF fV Y - N J U Q 0 Q W ndLL 1 AN4(Z) > 6- HOLLOW CORE SLAB W! ^ J DESIGN CRITERIA E e SLOPED TOPPING. SEE PLANS Q POURED CONC. STEPS FOR TOPPING THICKNESS. TYP; AT (3) 61/4" RISERS, (2)11" TREADS 2017 FBC CHAPTER 16 & ASCE 7-10 NORTHWEST EXTERIOR BALCONIES. SEE S•8 FOR REFERENCE MIN. 4" D. SHOWER RECESS, FORM & POUR W/ CONC. SLAB/TOPPING. SEE PLAN FOR LOCATIONS. 4" H. X 3 1/2" W. SHOWER CURB, FORM & POUR W/ CONC. TOPPING. SEE PLAN FOR LOCATIONS. HUTCHI,NSON ISLAND, ST. LUCIE COUNTY, FL V ult. WIND SPEED: 170 MPH EQUIV. BASIC WIND SPEED: 132 MPH RISK CATEGORY: 2 EXPOSURE: D �` ,f ° MEAN HEIGHT: 42'-1" SLOPE: 5:12 5 '' " " " Z ENCLOSED STRUCTURE _ a. LI FLOOR., rv . , , INTERNAL PRESSURE: t0.18 S 4 --- ---- SCALP 1/4" = V-0" SCALE 114" = 1' 0" Al- Uj 0JJ NN LL LL a W Job Number. F Drawn By: rss V) Date: 03-20.19 M REFER TO FOUNDATION DRAWINGS, Sheet Number Z3 SHEETS F-1, F-2, & F-3 PREPARED BY CSM ENGINEERING FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE 0 REQUIREMENTS & DETAILS. 0 STRUCTURAL NOTES: BREAKAWAY (FKANGI WALL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. 1. AT 1st FLOOR ONLY ALL CMU INFILL SECTIONS BETWEEN POURE (2017 FLORIDA BUILDING CODE & ST. LUCIE COUNTY AMENDMENTS.) COLUMNS SHALL BE FRANGIBLE: 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 170 M.P.H. VELOCITY ULTIMATE, 2. EXTERIOR BREAKAWAY WALL SECTIONS BETWEEN REINFORCED POURE IMPORTANCE FACTOR 1.0, EXPOSURE D, RISK CATEGORY IL COLUMNS SHALL BE CONSTRUCTED OF UN -REINFORCED HOLLOW CM NO CONNECTIONS STRUCTURALLY TO COLUMNS BEAMS OR SLAB. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE & MAX. 8" THICK WALLS ALLOWED. &.REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER,. ARCHITECT, 8t/OR ENGINEER. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON 3. SEE SECTIONS, DETAILS, & ARCHITECTURAL DRAWINGS FOR FURTHER DETAIL . STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL 00 MEMBER SIZES; FINISH FLOOR ELEVATIONS ETC. VERSUS THE ARCHITECTURAL & MEP PLANS. DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT &/OR ENGINEER. WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. DESIGN CRITERIA 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECT &/OR ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF THE DRAWINGS SHALL 2017 FBC CHAPTER 16 & ASCE 7-10 NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS. HUTCHINS N ISLAND, ST. LUCIE COU TY, FL 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-16 & ACI 318-14. V-ult. WIN6SPEED: 170 MPH 7. REFER TO GEO-TECHNICAL REPORT FROM FLORIDA ENGINEERING & TESTING, EQUIV. BASIC WIND SPEED: 132 MPH FOR SITE PREPARATION RECOMMENDATIONS & AUGER PILE REQUIREMENTS. RISK CATEGORY: 2 EXPOSURE: D 8. REFER TO FOUNDATION DRAWINGS (SHEETS F-1,.F-2, F-3) BY CSM ENGINEERING, MEAN HEIGHT: 42'-1" SLOPE: 5 :'12 FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. ENCLOSED STRUCTURE 9. SEE SITE PLAN SHEET 'C-1'FOR SITE /BUILDING PAD PREPARATION NOTES. INTERNAL PRESSURE: t0.18 10. REFER TO FOUNDATION DRAWINGS FOR FOUNDATION, SLAB ON GRADE, AUGER PILE, & GRADE BEAM CONCRETE SPECIFICATIONS (STRENGHTS & MIXES). 11. CONCRETE STRENGTH SHALL BE 3000 PSI GRADE COMPRESSIVE STRENGTH AT 28 DAYS. STRUCTURAL WALL LEGEND A. 3,000 PSI PEA ROCK PUMP MIX FOR HOLLOW CORE TOPPING: B. 3,000 PSI PEA ROCK PUMP MIX FOR FORMED & POURED COLUMNS & BEAMS. TYPICAL EXTERIOR LL: C. 3,000 PSI GROUT MIX (8" TO 10" SLUMP) FOR CMU FILLED CELLS & CMU COL BLOCK. 8" CMU WALL W/ FILLED CELLS 12. GROUT FILLED MASONRY WALLS, f' m, COMPRESSIVE STRENGTH= 1500 P.S.I. IN 28 DAYS. @ 24" O.C. W/ (1) #5 VERT. 13, REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP TYPICAL, UNLESS NOTED OR DETAILED OTHERWISE. BREAKAWAY CMU W LL 14. STRUCTURAL STEEL SHALL BE ASTM A36. 8" CMU WALL UN-REII J _ IFORCED 15. ANCHOR BOLTS AND STUDS SHALL BE ASTM A307. HOLLOW, NO STRUC URAL 16. PROVIDE MIN. STEEL REINFORCEMENT COVER: 1 1/2" AT COLUMN & BEAMS, 1" AT SLABS, CONN. TOP, BOT:, O ENDS. & 3" WHERE ON OR BELOW GRADE. 17. 6 z 6 - W2.1 x W2.1 WELDED WIRE MESH (WWM), FLAT SHEET REINFORCEMENT, SHALL BE EXTERIOR STUD WA L: PROVIDED IN 4th FLOOR HOLLOW CORE TOPPING. 2X6, 2X8, OR 2X10 WOOD 18. PROVIDE HARD TROWEL FINISH ON INTERIOR BUILDING SLAB AND LIGHT BROOM FINISH ON STUDS @ 16" O.C. ALL EXTERIOR SLABS/PADS. 19. MIN, 6 MILVAPOR/RADON BARRIER UNDER SLAB, LAP/TAPE SEAMS, TAPE/SEAL PENETRATIONS. NOTES: 1. SEE PLANS FOR WALL THICKNESS 20. SOIL POISON FINISHED BUILDING PAD/SOIL, PROVIDE MIN. ONE (1) YEAR WARRANTY, PAD/SOIL 2. ,SEE ARCHITECTURAL PLANS, FOR COMPLETE WAL SECTIONS, ASSEMBLY. SHALL REMAIN UNDISTURBED AFTER TREATMENT. DETAILS, 21. PROVIDE FILLED CELLS W/ (1) #5 VERTICAL @ 24" O.C. U.N.O. AND/OR AS SHOWN ON PLAN: 22. HORIZONTAL MASONRY JOINT REINFORCEMENT, LADDER MESH EVERY OTHER COURSE. HOLLOW CORE SLAB LEGEND 23. PRE -CAST LINTELS PROVIDED BY MASONRY CONTRACTOR; SEE SCHEDULE& DETAILS. LINTELS EXTEND 8 BEYOND OPENING EACH SIDE. r77"'71 R" Hnl Inw CnRF sl AR W/ 24. COORDINATE ALL OPENING SIZES & LOCATIONS W/ ALL TRADES, PRIOR TO CONSTRUCTION. 25. ALL REQ'D. PENETRATIONS THRU POURED CONCRETE SLABS, COLUMNS, & BEAMS SHALL BE FORMED/SLEEVED W/ CONC, POURS. COORDINATE W/ ALL TRADES FOR SIZES & LOCATIONS. COLUMN SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT / NOTES W L H BOT. TOP C-1 CONC 8" 16" 12'-6" 1'-10"N191 ORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O,C. 14A C-2 CONC 8" 16" 12'-6" -V-10"ORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-3 CMU 16" 16" 11'-10" -V-10"OLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" D.C. C-4 CMU 16" 16" 1V-2" -1'-10"OLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #8 CONT. W/ #3 STIRRUP @ 8" D.C. C-5 CMU 16" 16' 8'-8" 11'-2" OLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP@ 8" D.C. C-6 CMU 12" 12" 4'-0" 33'-4" 37'-4" COLUMN BLOCK; POUR SOLID, 3000 PSI W/ (4) #5 CONT. W/ #3 STIRRUP @ 8" O.C. C-7 STEEL 4" 4" t 11'-5" -1'-9" t9'-8" 4" SQ. X 3/8" TH. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-8 STEEL 4" 4" ±10'-7" 10'-8" ±21'-3" 4" SQ. X 3/8" TH. W/ 8"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-9 STEEL 4" 4" ±9'-3" 22'-3" t31'-5" 4" SQ. X 3/8" TH. W/ 8710" BASE PLATE & 6"X10° TOP PLATE, SEE SHEET S-6 FOR DETAILS. CONCRETE TIE BEAM SCHEDULE SIZE MARK TYPE W H L REINFORCEMENT B-1 TB-1 8" 1 16" CONT. (2) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-2 TB-1A 8" 1 14" 27'-10" (6) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-3 TB-1 8" 14" 27'-10" (6) #5 CONT W/ (1) #3 STIRRUPS @ 12 O.C.MAX. B-4 TB-2 8" 27" 16-5" (6) #6 CONT W/ (2) #3 STIRRUPS @ 4 O.C. MAX. B-5 TB-2 8" 24" CONT. (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-6 TB-2A 8" 30" 27'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. 5-7 B-8 TB-2 TB-1 8" 8" 27" 12" 27'-10' 6'-8" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. (4) #5 CONT, W/ (1) #3 STIRRUPS @ 12" D.C. MAX.dO.C.MAMX B-9 TB-1 8" 11" 16'-5" (2) #5 CONT. (POURED W/ FLOOR TOPPING)B-10 TB-1 8" 141/4" 15'-4" (2) #5 CONT. (POURED W/ FLOOR TOPPING) B-11 TB-1 12" 16" 20'-0" (4) #8 BOT (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ B-12 TB-1 16" 11"-14" 8'-0"(4) #5 CONT. W/ (1)#3 STIRRUPS @ 8" O.C. MAX. B-13 TB-1 12" 16" 8'-0" (4) #8 BOT, (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ B-14 TB-1 16" 11" 8'-0" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 8" D.C. MAX. MASONRY OPENING LEGEND OPENING ELEVATION LINTEL HEIGHT HEADER SILL/THLD. rWIDTH 16'-0" 8'-01,6'-7" -1'-51/2" L2 6'-0"- 8'-0" 8'-0" 0'-0"L1 2'-6" 81_0" 8'-0" 4'-0" L1 M-4 4'-0" 8'-0" 8'-0" 4'-0' L1 M-5 5'-4" 8'-0" 8'-0" 0'-0" L1 M-6 M-7 4'-4" 6'-8" 7'-0" 9'-4" 7'-0" 20'-1 1" (9'-4") 01-0" 11'-7" (0'-0") L1 M-8 2'-6" 3'-0" 19'-7" (8'-0") 16'-7" (5'-0") L1 M-9 2'-6" 4'-0" 19'-7" (8' 0") 15'-7" (4'-0") L1- M-10 4'-0" T-0" 19'-7„ (8'-0") 14'-7„ (- -011) L1 M-11 16'-0" 8'4' 19'-7" (8'-0") 11'-7" (0'-0") B-61 -- M-12 4'-4" 7'-0" 17'-7" (7'-0") 11'-7" (0'-0") L1 M-13 6'-8" 8'-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-14 2'-6" 3'-0" 31'-2" (8'-0") 28'-2" (5'-0") L1 M-15 2'-6" 4'-0" 31'-2" (8'-0") 27'-2" (4'-0") L1 M-16 4'-0" 4'-0" 31'-2" (8'-0") 27'-2" (4'-0") L1 M-17 3' -0" 5'-0" 31'-2" (8'-0") ', 26'-2" (3'-0") L1 M-18 8'-0" 8'-0" 31'-2" (8'-0") 23'-2" (0'-0") L1 M-19 5'-4" T-0" 31'-2" (8'-0") 26'-2" (3'-0") L1 M-20 6'-0" 5'-0" 31'-2" (8 0") 26'-2" (3'-0") L1 M-21 2'-6" 3'-0" 31'-2" (8'-0") 28'-2" (5' 0") C1 M-22 4'-4" 7'4" 30'-2" (7'-0") 23'-2" (0'-0) L1 M-23 4'-4" 7'-0" 40'-8 1/4 (7'4') 33'-8 1/4" (0'-0") L1 M-24 1'-4" 0'-8" 4-7 1/2" (7.14)1 V-3 1/2" (6.48) L1 M-25 1'-4" 0'-8" 4-6114" (7.24)' -1'-2 1/4" (6.58) L1 M-26 V-4" 0'-8" -0'-4 1/2" (7.38) -1'-0 1/2" (6.72) L1 M-27 10'-6" 8'-0" 31'-2" (8'-0") 23,-2" (0,-0") L2 NOTES: 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS & DOORS W/ SUPPLIER 3. HOLD CMU DOWN ON ALL SILLS TO ACOMMODATE MIN. 4" H. POURED CONCRETE SILL W/ (1) #5 CONT. 4. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES 27'-10" IM, 1FIRS� ..Y. 0 T-3" MATCH LINE MATCH LINE MATCH LINE W.,., s i9y! k. rye , I, �y N Z ._-- __- SCALE. 1/4" = V-0" S-4 LU llmm�_ REVISIONS: 9 No: DATE COMMENTS 0 a 0 U lu F U W F I Q u! F 0 IX LL ` Z N 1 r a 0 10 CA ""!I " W 3 ems, Z W Q E� C LL LAJ0 I Z p" k"d , 0 ,' . } 0 �! 0� � U x Ln 0 I W V) Z W m J J I W O 00 c 0 00 (V I Cj� Ln c0 QD ,,,Ln c I } 0 i Ui Q C) Z O W Q (V F L 3 0r- O o �0 ( U .o Z g is c "h 0 U UW 00 Y F rn m I N J U O Q LO F a 0 LL �= 0 za> W a Lij Job Number. H Drawn By: rss Date: 03-20-19 Sheet Number 2 KCI'CK IV I'VUIVVfiiiuiv VKHVvIIv U3, I�" j SHEETS F-1, F-2, & F-3 PREPARED BY Q CSM ENGINEERING FOR FOUNDATION, `$4 GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. I I rem COLUMN SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT / NOTES W Ll H BOT. I TOP C-1 CONC 16" 32' 11'-2" -V-10" 9' 4" FORMED & POURED COLUMN, 3000 PSI W/ (8) #6 CONT. W/ #3 STIRRUPSA@b" C-2 CONC 16" 32" 11'-2" V-10" 9'-4" 'L' SHAPED FORMED & POURED COL, 3000 PSI W/ (10) #6 CONT. W/ #3 S C-3 CONC 16" 16' l l'-2" V-10" 9'-4" FORMED & POURED COLUMN, 3000 PSI W/ (8) #6 CONT. W/ #3 STIRRUPS @ 8" O.C. C-4 CONC 8" 16" 1 V-2" -V-10" 9'4- FORMED & POURED COLUMN, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-5 STEEL 4" 4" 12'-7" -l'-10" 10'-3" 4" SQ. X 3/8" TH, W/ 10"X70" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-6 CMU 16" 16" 4'-8" -l'-10" T-10" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-7 WOOD 8" 8" T-6" 2'-10" 10'4" SOLID WOOD COLUMN C-8 CMU 12" 12" 10'-5" 1l'-7" 22'-2" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP@ 8" O.C. C-9 CMU 16" 16, 10'-5'' 1 V-7" 22'-2" COLUMN BLOCK, POUR SOLID; 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-10 STEEL 4" 4" l t'-5" 1 V-11" 23'-4" 4" SQ. X 3/8" H. W/ 10"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-11 CMU 12'. 12" 4'-0" 25'-1" 29'-1" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" O.C. C-12 CMU 16" 16" 10' 5" 25'-1" 35' 6" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT W/ #3 STIRRUP @ 8' O.C. BEAM SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT W H L BOT. TOP B-1 TB-2 8" 23" CONT. T-4" 1 V-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-2 TB-2 8" 21" CONT T-4" 11'-1" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-3 TB-2 8" 18" CONT. 9'-4" 10'-10" (6) #6 CONT. W/ (2) #3 STIRRUPS @ 4" D.C. MAX. B-4 ITS-2A 8" 23721" CONT 9'-4" 11 -3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-5 TB-2 8" 1 34" 15' 8 9'4" 12'-2" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O,C. MAX, B-6 TB-2A 16" 25'Y19" CONT. 9'-4" 11'-5" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX._ B-7 TB-2A 8" 23719" 27'-10 9'-4" 11'-3" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX._ B-8 TB-2 8" 24" CONT 22'-2" 24'-2" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX._ B-9 TB-2A 8" 24726" 27'-10 22'-2" 24'-4" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12' O.C. MAX. B-10 B-11 TBA TB-2 8" 8" 14" 40" 16-8' 1 CONT. 24'4- 35'-6" 25'-6" 38'-10" (4) #5 CONT. (POURED W/ FLOOR TOPPING) (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-12 TB-2 8" 40" 27'-10 35'-6" 38'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-13 WBA 8" 12" 1 CONT, T-4" 10'-4" SEE WOOD BEAM TYPE - WB1 MASONRY OPENING LEGEND MARK OPENING WIDTH HEIGHT ELEVATION HEADER SILL/THLD. LINTEL M-1 16'-10" NA 9'-4" NA B-1 M-2 16'-0" 8'-01, 6-4 1/2" M-3 V-4" 9'-101, 9'4" 0'-6" B-2 M-4 64" 9'-10" 9'-4" 0 6" B-3 M-5 4'-8" TAW 9'-4" -0'-6" B-2 M-6 6-4" 8'4- 8'-0" 0'-0" L1 M-7 4 0" 4 0" e'-0" 4'-0- Ll M-8 8 0" 2 0" 8'-0" 6-0' L1 M-9 8'-0" 2'-0" 8'-01P 6'-0" L1 M-10 8'-8" 9'-10" 9'4" 4-6" B-6 M-11 25'-2" T-10" 9'-4" -0'-6" B_6 M-12 8'-8" 9'-10" T-4" 4-6" B-6 M-13 8'4- 8'-0" 8'4" 0 -0" Ll M-14 2'-6" T-O" V-0" 5'-0" L1 M-15 15'4" 9'-10" T-4" 0'-6" B-1 M-16 V-4" 0'-8" 4-5" 1'-1" L1 M-17 V-4" 0'-8" 4-6" 1'-2" L7 M-18 1'4" 0'-8" -0'-7" 1'-3" L1 M-19 1'4" 0'4" 0' 8" -1'4" Ll M-20 1'4" NA 9'4' NA B-1 M-21 4'-4" T 0" T-O" 0'-0" L1 M-22 T-0" 8'-0. 20'-2" (8'-0") 12' 2- (0'-0") L1 M-23 T-10" 8'-0" 20'-2" (8'41 12' 2" (0' 0") L1 M-24 2'-6" T-0" 20'-2" W-01 17'-2" (50") Ll M-25 T-4" 6'-4" 22'-2" (10'-0") 15'-10" (3 -8") L1 M-26 5'-0" 10'-5" 22'-2" (10'41 i 1 -7" (-0' 5") L1 M-27 3'-0" T-0" 20'-2" (8'-0") 17 -2" (5'-0-) L1 M-28 8'-0" 2'-0" 21'-6" (9'-4") 19 -6" (T-4") Ll M-29 4'-0" 5'-4" 21'-6" (T-4") 16-2" (4--0") L7 M-30 8'4" 10'-5" 22'-2" (10'-0") 11 -7" (-0'-5") B-8 M-31 25-2" 10'-5" 22'-2" 00'41 11 -7" (-0'-5") B-8 M-32 8'-8" 10'-5" 22'-2" (10'4") 11 -7" (4-5") B-8 M-33 23'-10" 10'-0" 22'-2" (10'-01 12'-2" (0'4") B-9 M-34 4'4- 5-4" 21'-6" (9'-4") 16'-2" (4'41 L1 M-35 8'-8" 2'-0" 22'-10" (W-8") 20'-10" (8'-8") L1 M-36 2'-8" 4'-8" 20'-2" (8'-0") 15'-6" (T-4") L1 M-37 T-4" T-O" 20'-2" (8' 1 17'-2" (5'-0") t1 M-38 4'-4" 7 0" 19 2" (7 0') 12'-2" (0'-0") L7 M-39 T-0" 8'-0" 33 b" (8 0') 25 6 (0 -0") L1 M-40 2'-10" 8'-0" 33'-6' (8'-0") 25'-6" (W-0") L1 M-41 T-6" T-O" 33'-6" (8'4p) 30'-6" (5'-0") L1 M-42 T-0" T-O" 33'-6" (8--0") 30'-6" (5'-0") L1 M-43 8"-8.1 2'4" 33'-10 (9'-4") 32'-10"(T-4"1 L1 M-44 4'-0" 5'-4" 33'-10" (9'4") 29'-6" W-01 L1 M-45 8'-8" 10'-5" 35'-6" (10'4-) 29 -1" (4-5") B-11 M-46 25'-2" 10'-5" 35'-6" (10'4") 25' 1"(-0'-5") B-11 - - 35'-6" 10' 0" - 2 5' 1" -0'-5" B -11 M-48 2T-10" 10'-0" 35'-6" (10'-0") 25'-6' (0'-0") B-12 M-49 4'-0" 5'-4" 33'-10' (9'-4") 29'-6" (4'-01 L1 M-50 8'-8" 2,_0" 33'-10" (9'4")_ 32'-10" (T-4") L1 M-51 4'4" 4'-8" 33'-10" (9'41 30'-6" (5-01 L1 M-52 4'-4" 7'-0" 32'-6" (8'-0") 25'-6" (0'-0") Ll NOTES: 1, VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS & DOORS W/ SUPPLIER. 3. HOLD CMU DOWN ON ALL SILLS TO ACOMMODATE MIN. 4" H. POURED CONCRETE SILL W/ (1) #5 CONT. 4. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D. FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. 2no FLR. EAST BALCONY T/ SLO OLLOW CORE SLAB = 1 V-7" ED TOPPING THICKNESS = 3' TO 4" c9I I O 0 o - � o ap �m Om 0 N "v G o m LINTEL/BEAM / HEADER LEGEND a. %j LINTEL L1 (SPANS UP TO 10'-0") ffffi8 X 8 PRECAST/PRESTRESSED LINTEL. FILLED SOLID W/ 3000 PSI PUMP MIX & (1) #5 BAR CONT. AT LINTEL MIN. UNIFORM LOAD CARRYING CAPACITY OF 95 LB/FT c. LINTEL L2 (SPANS GREATER THAN 10'-0") ,a� = 8 X 8 PRECAST/PRESTRESSED LINTEL BOTTOM AN (1) COURSE BOND BEAM ABOVE FILLED SOLID W/ 3000 PSI PUMP MIX & (2) #5 BARS CONT. `•' (1) AT BOT. OF LINTEL & (1) AT BOND BEAM. MIN. UNIFORM LOAD CARRYING CAPACITY OF 1400 LB/FT r°-� TIE -BEAM - TB1 (BEAMS LESS THAN 16" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEM NT. , n r•° TIE -BEAM - TB2 (BEAMS GREATER THAN 18" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. TIE -BEAM - TB1A/TB2A (W/ STEP-DOWN TYPICAL TIE BEAM W/ STEP-DOWN AT BALCONY. SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. 2 4 WOOD BEAM - WB1 (2) 2 X 12 P.T., R.S.G., OR OTHER. PROVIDE 4" SPACE TO MATCH WIDTH OF WOOD COLUMN BELOW. STRUCTURAL WALL LEGEND jj TYPICAL 8" CMU WALL: lLlltlll(111lIlUJ (ELEV. SHAFT, 2nd, & 3rd FLRS) 8" CMU WALL W/ FILLED CELLS @ 24" O.C. W/ (1) #6 VERT. BREAKAWAY B" CMU WALL: (TYPICAL AT1stFLOOR) I 8" CMU WALL W/ FILLED CELLS @ 32" O.C. W/ (1) #5 VERT. NO" STRUCTURAL CONNECTION AT TOP BOTTOM OR ENDS. REFER 18/S-6 FOR DETAILS. POURED CONCRETE COLUMN: (TYPICAL AT 1st FLOOR)i SEE PLAN FOR LOCATIONS & ti O ,y .— M D LE FOR SIZE & REINP. SCHE U NOTES: 1. SEE PLANS FOR WALL THICKNESS. 2. SEE ARCHITECTURAL PLANS, SECTIONS, DETAILS, FOR COMPLETE WALL ASSEMBLY. L1PnBu - 9 N o HOLLOW CORE SLAB LEGEND F718" HOLLOW CORE SLAB W/ 4 C 8 3" TOPPING. TYPICAL AT ILL J 2nd FLOOR LIVING AREA. HOLLOW CORE SLAB W/ C.�.. 8 6" TOPPING. TYPICAL AT 3rd FLOOR LIVING AREA. 8" HOLLOW CORE SLAB W/' 2 d FLR. WEST BALCONY T/ S1 HOLLOW CORE SLAB = 1l'-7" b4ED TOPPING THICKNESS = 3" T04" L.Li SLOPED TOPPING. SEE PLANS FOR TOPPING THICKNESS. TYP. AT EAST EXTERIOR BALCONIES. 6" HOLLOW CORE SLAB e e LA SLOPED TOPPING. SEE PLANS FOR TOPPING THICKNESS. TYP. AT NORTHWEST EXTERIOR BALCONIES. MIN. 4" D. SHOWER RECESS, FORM & POUR W/ CONC. SLAB/TOPPING. SEE PLAN FOR LOCATIONS. 4" H. X 3 1/2" W. SHOWER CURB, FORM & POUR W/ CONC. TOPPING. SEE PLAN FOR LOCATIONS. li-a I i c-� o e HOLLOW CORE e � 1 • 1 3" STEP (YJ. M33 13 11FAIMWAWAM FI DC IIll. •ri' II T. m WIN ra ELE OR v WA 1� eI IFl • • TO JIM ,r ®� ® '�' sa I■'� I� � ,u ��i 3 �' IuCy1 9rH11nnln� inr111r9 u1�OflIglaHaM IIIr• Vi6�'��.��IS•Li.����� •. , • • C. lidililn� Ir[�glN�n'111 t�av+'•y 1 � �► D�� ®.INN!iiI1N1111NIN111111111NINI1 IN1116 K911NNIINININ:IIININlll:9l II.IIIINININEEMOININ111011 I P11 9 3rd FLR. EAST BALCONY T/ HOLLOW CORE SLAB = 24' 10' SLOPED TOPPING THICKNESS = 3" TO 4" m Y HE v AF j S �d y f I 5 P"?�} N � � 15' ( k1 �`" 4 '°.,u'i � ST � t' �" S_5 SCALE: 7/4 - Y 0" 0 o n iD C-11 3rd FLR. WEST BALCONY T/ HOLLOW CORE SLAB= 24'-10. SLOPED TOPPING THICKNESS = 3" TO 4" 25'-2" _ M46 B-11 B-11 B-11 LU 1-4 REVISIONS: N/oo: DATE COMMENTS 0 A B-11 C-1 04-08-19 MISC. REV. 1 jail �5 _ 111 , o 2 +HOLLOW CORE Irl IT, SPAWDIRECTION. 4' e r MINI 1 n•mo.,a +� .I���.��nlnrawi ti rmim � nnnn ll�lll LA II rd • a 1 ELLS• VAT• •JTH •. ..�'NFI. , °NI�NIINIII91mNINI�IN�1 �� ® hlr_ \' ER REC IT • �� inrn.nnnl mnmllnlairea� w.nuninlul®—mxme111glmaa WO �wiw� a O ■ e _.._. •• m ...� g.�7 rr $�IEy1NINNIININ.NINNINI.II II.IININIINNlN 1 IIIIhIIN!!1� N JUL 3 2019 Permitting Department St. Lucie Count 3 /I S-5 06-19-19 BLDG. DEPT. REV. O Z ul fG U F m � a 4 G rt I � o Z ' f N Q to I C iy 7 w E! u .0 u. Lai 0 c J Z L ®0. L« U c VI N O Q Z v UJ M J J I N ° W 00 Uj 00 00 N I OG I.n F acoo W �F REv► L'AN� 4- till 00E C E ®UN a T• 1. B C U F 4 i V k O O Z N Q C LU � N i to Q O Z m0 v -0Z U C O- >LU `iL O —,�W — m CoyI N J U H • Q W LL _y07' �0 _ 5' 3" 9' 0" 5' 3'' 'W l�CC 8'-4" 19'-6" _ 27-10 --..: r Job Number. r_ 10 Drawn By: rss S-6 Date: 03 20 19 , Sheet Number 34 ' c i ,i r. e ' .`� a lie if 1 .'� of a, yF° r& ..I,� / R�om�`` RD�:. t STRUCTURAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. (2017 FLORIDA BUILDING CODE & ST. LUCIE COUNTY AMENDMENTS.) 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 170 M.P.H. VELOCITY ULTIMATE, IMPORTANCE FACTOR 1.0, EXPOSURE D, RISK CATEGORY IL 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE & & REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER, ARCHITECT, &/OR ENGINEER 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL MEMBER SIZES, FINISH FLOOR ELEVATIONS, ETC. VERSUS THE ARCHITECTURAL & MEP PLANS. DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT &/OR ENGINEER. WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECT &/OR ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF THE DRAWINGS SHALL NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS. 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-16 & ACi 318-14. 7. REFER TO GEO-TECHNICAL REPORT FROM FLORIDA ENGINEERING & TESTING, FOR SITE PREPARATION RECOMMENDATIONS & AUGER PILE REQUIREMENTS. 8. REFER TO FOUNDATION DRAWINGS (SHEETS F-1, F-2, F-3) BY CSM ENGINEERING, FOR FOUNDATION, GRADE BEAM, SLAB & AUGER PILE REQUIREMENTS & DETAILS. 9. SEE SITE PLAN SHEET'C-1' FOR SITE / BUILDING PAD PREPARATION NOTES. 10. REFER TO FOUNDATION DRAWINGS FOR FOUNDATION; SLAB ON GRADE, AUGER PILE, & GRADE BEAM CONCRETE SPECIFICATIONS (STRENGHTS & MIXES). 11. CONCRETE STRENGTH SHALL BE 3000 PSI GRADE COMPRESSIVE STRENGTH AT 28 DAYS. A. 3,000 PSI PEA ROCK PUMP MIX FOR HOLLOW CORE TOPPING. B. 3,000 PSI PEA ROCK PUMP MIX FOR FORMED & POURED COLUMNS & BEAMS. C. 3,000 PSI GROUT MIX (8" TO 10" SLUMP) FOR CMU FILLED CELLS & CMU COL. BLOCK. 12. GROUT FILLED MASONRY WALLS, f' m, COMPRESSIVE STRENGTH = 1500 P.S.I. IN 28 DAYS. 13, REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP TYPICAL, UNLESS NOTED OR DETAILED OTHERWISE. 14. STRUCTURAL STEEL SHALL BE ASTM A36. 15. ANCHOR BOLTS AND STUDS SHALL BE ASTM A307. 16. PROVIDE MIN. STEEL REINFORCEMENT COVER: 1 1/2" AT COLUMN & BEAMS, 1" AT SLABS, & 3" WHERE ON OR BELOW GRADE. 17. 6 x 6 - W2.1 x W2.1 WELDED WIRE MESH (WWM), FLAT SHEET REINFORCEMENT, SHALL BE PROVIDED IN 4th FLOOR HOLLOW CORE TOPPING. ,j 18. PROVIDE HARD TROWEL FINISH ON INTERIOR BUILDING SLAB AND LIGHT BROOM FINISH ON ALL EXTERIOR SLABS/PADS. 19. MIN. 6 MIL VAPOR/RADON BARRIER UNDER SLAB, LAP/TAPE SEAMS, TAPE/SEAL PENETRATIONS. 20, SOIL POISON FINISHED BUILDING PAD/SOIL, PROVIDE MIN. ONE (1) YEAR WARRANTY, PAD/SOIL SHALL REMAIN UNDISTUR BED AFTER TREATMENT. 21, PROVIDE FILLED CELLS W/ (1) #5 VERTICAL @ 24" O.C. U.N.O. AND/OR AS SHOWN ON PLAN. 22. HORIZONTAL MASONRY JOINT REINFORCEMENT, LADDER MESH EVERY OTHER COURSE. 23. PRE -CAST LINTELS PROVIDED BY MASONRY CONTRACTOR, SEE SCHEDULE & DETAILS. LINTELS EXTEND 8" BEYOND OPENING EACH SIDE. 24. COORDINATE ALL OPENING SIZES & LOCATIONS W/ ALL TRADES, PRIOR TO CONSTRUCTION. 25. ALL REQ'D. PENETRATIONS THRU POURED CONCRETE SLABS, COLUMNS, & BEAMS SHALL BE FORMED/SLEEVED W/ CONC. POURS. COORDINATE W/ ALL TRADES FOR SIZES & LOCATIONS. COLUMN SCHEDULE MARK TYPE SIZE ELEVATION REINFORCEMENT/NOTES W L H BOT. TOP C-1 CONC 8" 16" 12'-6" -1'-10" 1U-8" FORMED & POU RED COLUM N, 3000 PSI W/ (4)#6 CONT. W/ #3 STIRRUP @ 8" D.C. C-2 CONC 8'' 16" 12'-6" -1' 10" 10'-8" # T W # STIRRUP FORMED &POURED COLUMN, 3000 PSI W/ (4) 6 CONT / 3 S UP @ 8" D.C. C-3 CMU 16" 16" 11'-10" -1'-10" 10'-0" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" D.C. C-4 CMU 16" 16" -11'-2" -V-10"' 9'-4" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #8 CONT. W/#3 STIRRUP @ 8" D.C. C-5 CMU 16" 16" 8'-8" 1 P-2" 19'-10" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #6 CONT. W/ #3 STIRRUP @ 8" D.C. C-6 CMU 12" 12'' 4'-0" 33'-4'' 37'-4" COLUMN BLOCK, POUR SOLID, 3000 PSI W/ (4) #5 CONT. W/ #3 STIRRUP @ 8" D.C. C-7 STEEL 4" 4" �11'-5'' 1'-9" t9' 8" 4" SQ. X 3/8" TH W/ 10"X10"-BASE PLATE & 6 X10' TOP PLATE SEE SHEET S-6 FOR DETAILS. C-8 STEEL 4" 4" t 10' 7" 10'-8" 121' 3" 4" SQ. X 3/8" TH. W/ 8"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. C-9 STEEL 4" mm 4" t9'-3" 22'-3" t31'-5" 4" SO. X 318" TH. W/ 8"X10" BASE PLATE & 6"X10" TOP PLATE, SEE SHEET S-6 FOR DETAILS. CONCRETE TIE BEAM SCHEDULE MARK TYPE SIZE REINFORCEMENT W L B-1 TB-1 8" 16" CONT. (2) #B BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4' O.C. MAX. B-2 TB-1A 8" 14" 2T-10" (6) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-3 TB-1 8" 14" 2T-10" (6) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-4 I TB-2 8" 27" 16-5" 1 (6) #6 CONT. W/ (2) #3 STIRRUPS @ 4" O.C. MAX. B-5 TB-2 8" 24" CONT. (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" D.C. MAX. B-6 TB-2A 8" 30" 27'40" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-7 TB-2 8" 27" 27'-10" (8) #5 CONT. W/ (2) #3 STIRRUPS @ 12" O.C. MAX. B-8 TB-1 8" 12' 6'-8" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 12" O.C. MAX. B-9 TB-1 8" 11" 16"-5" (2) #5 CONT. (POURED W/ FLOOR TOPPING) B-10 I TB-1 8" 141/4" 15'-4" (2) #5 CONT. (POURED W/ FLOOR TOPPING) B-11 TB-1 12" 1 16" 20'-0" (4) #8 BOT. (2) #6TOP CONT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-12 TB-1 16" 11"-14" 8'-0" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 8" O.C. MAX. B-13 TB-1 12" 16" 8'-0" (4) #8 BOT. (2) #6 TOP CONT. W/ (1) #3 STIRRUPS @ 4" O.C. MAX. B-14 TS-1. 16" 11" 8'4" (4) #5 CONT. W/ (1) #3 STIRRUPS @ 8" O.C. MAX. LINTEL / BEAM / HEADER TYPES LINTEL L1 (SPANS UP TO 10'-0") 8 X 8 PRECAST/PRESTRESSED LINTEL. FILLED SOLID W/ 3000 PSI PUMP MIX & (1) #5 BAR CONT. AT LINTEL. MIN. UNIFORM LOAD CARRYING CAPACITY OF 950 LB/FT R - LINTEL L2 (SPANS GREATER THAN 10'-01 8 X 8 PRECAST/PRESTRESSED LINTEL BOTTOM AND (1) COURSE BOND BEAM ABOVE. FILLED SOLID W/ J& 3000 PSI PUMP MIX & (2) #5 BARS CONT (1) AT BOT. OF LINTEL & (1) AT BOND BEAM. MIN. UNIFORM LOAD CARRYING CAPACITY OF 1400 LB/FT TIE -BEAM - TB1 (BEAMS LESS THAN 16" DEEP) I a_r SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. TIE -BEAM - T82 (BEAMS GREATER THAN 18" DEEP) SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. LOP , N TIE -BEAM -TBIA/TB2A (W/STEP-DOWN) TYPICAL TIE BEAM W/ STEP-DOWN AT BALCONY. SEE BEAM SCHEDULE FOR SIZE AND REINFORCEMENT. m y fF� WOOD HEADER - H1 (3) 2 X 12 P.T. W/ (2) LAYERS INT. 1/2" PLYWOOD. GLUED & NAILED W/ 8d GALV. NAILS @ 8" O.C. STAGGERED. (NO JOINTS IN 2 X 12's REQUIRED/ALLOWED). `v 0 o ND 0 co HOLLOW CORE SLAB LEG 8" HOLLOW CORE SLAB / 3" TOPPING. TYPICAL AT 2nd FLOOR LIVING AREA. ` CORE SLAB W/ ®HOLLOW 6" 6" TOPPING. TYPICAL AT ' 3rd FLOOR LIVING AREA. 8" HOLLOW CORE SLAB / SLOPED TOPPING. SEE PLANS T FOR TOPPING THICKNESS TYP. AT EAST EXTERIOR BALCONIES. 6" HOLLOW CORE SLAB / e e SLOPED TOPPING. SEE PU NS FOR TOPPING THICKNESS. P. AT NORTHWEST EXTERIOR BA CONIES. QMIN. 4" D. SHOWER RECESyS�', & POUR W/ CONC: SLAB%PPING. FORM SEE PLAN FOR LOCATIONS. 4" H. X 3 1/2' W. SHOWER CURB, FORM & POUR W/ CONC. TOPPING. " co SEE PLAN FOR LOCATIONS. wig MASONRY OPENING LEGEND OPENING ELEVATION MARK WIDTH HEIGHT HEADER SILL /THLDdllL M-1 16'-0" 8'-0" 6'-7" -1'-51/2" M-2 6'-0" 8'-0" 8'-0" 0'-0" M-3 2'-6" &-0" 8'-0" 4'-0" M-4 4'-0" 8'-0" 8'-0" 4'-0" M-5 5'-4" 8'-0" 8'-0" 0'-0" M-6 4'-4" 7'-0" T-0" 0'-0" M-7 6'-8" 9'-4" 20'-11" (9'-4") 11 -7" (0'-0" M-8 2'-6" 3'-0„ 19,-7" (8'-0") 16 4" (5'-0" M-9 2r-6" 4'-0" 19'-7' 8 0" 15' 7" (4'-0") L1 M-10 4'-0" T-O" 19'-7" (8'-0") 14 7" (T-0") L1 M-11 16-0" 8'-0" 19'-7"(8'-0") 11 -7" (0--0") B-6 M-12 4'-4" T-O" 17'-7" (7'-0") 1 V-7" (0--0") L1 M-13 6'-8" 8'-0" 31,-Z" (8'-0") 23'-2" (0'-0") L1 M-14 2'-6" T-0" 31'-2" (8' 0") 28 2" (5'-0") L1 M-15 2'-6" 4'-0" 31'-2" (8'-0") 27'-2" (4I4") L1 M-16 4'-0" 4'-0" 31,-2" (8'=0") 27'-2" (4,4") L1 M-17 T-O" 5'-0" 31'-2" (8--0") 26-2" (T-O") L7 M-18 8'-0" 8'-0" 31'-2" (8' 0") 23 2" (0'4') L7 M-19 5' 4" 5'-0" 31'-2" (8'-0") 26 2" (T-0') L1 M-20 60" 5'-0" 31'-2" (8'-0") 26 -2" (T-0") L1 M-21 2'-6" T-O" 31' 2" (8' 0") 28 2" (5'-0") L1 M-22 4'-4„ 7'4' 30,-2" (7 -0") i 23 -2" (0--0") L1 M-23 4'-4" 7'-0" 40'-8 1/4' (T-0") 3T-8 1/4" (0'-0") L1 M-24 V-4" 0'-8" 4-7 1/2" (7.14) -1'-3 1/2" (6.48) L1 M-25 V-4" 0'-8" -0'-6 1/4" (7.24) -1'-2 1/4" (6.58) L1 M-26 1'-4" 0' 8" -0'-4 1/2" (7.38) -1'-O 1/2" (6.72) L1 M-27 10'-6" 8'-0" 31'-2" (8--0") 23'-2" (U-0") L2 NOTES; 1. VERIFY ALL OPENING SIZES PRIOR TO CONSTRUCTION. 2. CONFIRM OPENINGS FOR WINDOWS' :& DOORS W/ SUPPLIER. 3. HOLD CMU DOWN ON ALL SILLS TO /ACOMMODATE MIN. 4" H. POURED CONCRETE SILL W/ (1) #5 CONT. 4. ADJUST DOOR THRESHOLDS & HEADERS HEIGHTS AS REQ'D, FOR THRESHOLD RECESSES & FINISH FLOORING MATERIAL THICKNESSES. IT IN' 25'-2" e I SE 2 C 1" { ,,- / -. k S 1 � I c �,. AL SCALE: 7/4" = V-0" w I IT, ¢ ( I m ---7--"7f--fi- 77OF - T -�� T m m m m m m m m m' m m T m T m It, m m T m m m m m m _7 T m m m T HOLLOW CORE m m m SPAWDIRECTION. m IT, m m T T IT, 0, T m m m m m 23'-10" m IT, m m T m m 2'-0� I m m m m m m m m m m m m m m I I I f I I Y a HO 0 CORE PAN ION. - E E 0 Ix E E E E E - 1'-0" T-4" T-3" 9'-0" 6-3" T-0" -3" 8'-4" 19'-6" 2T-10" .' §r f., ra , . 4� 7ti - axe rs n II THIRD FLOG . i� I , SCALE: 1/4" = 7'-0" W REVISIONS: a. No: DATE COMMENTS 0 a 0 U Z LLI IY U W F I U Q Q w h 0 1 LL Z 0 z Q N p�v+� Q OL eg � ed ^t� ixsa ft_ Z fYr.- ° 3 a 0 em « ft �.+w, 0 " 1 N C1� LL Lu 0 Z r ~0. 0 � U Ln ')4 0 S`L W "z I Z w m J J Q I W 0 00 IY 1 00 W 00 N I 7 w u5 Q 00 c LI v a � L Z Q LU (Z Q Ln 0 uo O O rn Z V c p I� W - LJ LL I Q � tY c: _c 1:'- H O O W 00 Y rn mI N J V H _W2 . `O LL pcc 0 a LU W O LL a W b Number: I F D n By: rss Dat . 03-20-19 0 Sheet N ber Z Q a Q LU :REVISIONS: 0; No: DATE COMMENTS 0 0. B" HOLLOW CORE PANEL FLOOR -#6 DOWELS @ EACH FILLED 6 DOWELS @ EACH fILLEpSYST€M W/ CONC. TOPPING. O PROVIDE SHOP DRAWINGS CELL PER FOUNDATION PLAN. U 6" OR 8" HOLLOW CORE PANEL AND ENGINEERING. STD. 8" MASONRY WALL Z FLOOR SYSTEM W! CONC. TOPPING. W/ DUR-O-WALL HORIZ. VERY OTHER COURSE. w - PROVIDE SHOP DRAWINGS - - _ REINF. E AND ENGINEERING. (2) #5 CONT. TYPICAL SEE BEAM SCHEDULE D O` nn" FOR REINFORCING. r BEAM BEAM F . U 1�..� POURED CONC. BEAM 'B-14'. = U4 27" (FOR # 5 BARS) U w F a 32" (FOR # 6 BARS) I #4 BAR (6" X 36") - - -` V 1/2" O.A. SLOPE CAST IN TOPPING POURED CONC. BEAM '8-12', 1/2"0 X 6" NELSON STUDS @ 48" O.C. SAME AS BEAM'B 14' BUT •• -'1 WELDED TO STEEL BEAM #5 L-BAR (12" X 24") W/ 8"W X 3"'D. STEP-DOWN. #4 BAR (6" X 18") Q o a a e a e e @ 48" O.C. @ 24' O.C. POURED CONC. TIE BEAM +B-11'. - - - - GROUTED IN CORE i / (1) PER PANEL. W12X50 STEEL BEAM #5 L-BAR (9 X 16") ° / @ 24" O.C. 1' 4" Q w a EMBED PLATE BY H.C. MFR. STD. 8" MASONRY WALL ■ w SEE FOOTING SCHEDULE FOR #6 DOWELS @ 24" O.C. 27 F N AT EA: FILLED CELL PER W/ DUR-O-WALL HORIZ. FOR # 5 BARS ENT. COURSE. REINFORCEMENT. 4 EVERY OTHER COU SIZES & RE REINF. EVE ( SEE SCHEDULE L, VAPOR BARRIER, TYP: FOUNDATION PLAN. Q OVERHEAD DOOR RECESS - SECTION 5 HOLLOW CORE SCAB @ STEEL BEAM DETAIL 10 TIE BEAM &CANTILEVERED BEAM DETAIL U. N.T.S. S-6 N.T.S. L =LENGTH OF SPAN j Z SCALE: 3/4" = 1'-0" S 6 DEEPER BEAM POUR, EXTEND (1) PULL w; h BLOCK COURSE INTO Q ADJACENT WALL (' N_ 8" HOLLOW CORE PANEL FLOOR MASONRY OPENING .'1 MASONRY WALL � #6 DOWELS @EACH FILLED 0 SYSTEM W/ CONC. TOPPING. OR MASONRY WALL ;T I CELL PER FOUNDATION PLAN. PER PLANS. : " H PROVIDE SHOP DRAWINGS (, AND ENGINEERING. STD, WALL OR HOLLOW CORE PANEL 6 8 FLOOR SYSTEM W/ CONIC. TOPPING. WI DUR-O-WALL HORIZ. } 4 Q PROVIDE SHOP DRAWINGS 4„ REINF. EVERY OTHER COURSE. F _ GROUTED CELL OR COLUMN WITH REBAR AND ENGINEERING. (2) #5 CONT. TYPICAL ^ 4' X fi" FLOOR TOPPING EDGE �°. MV 0 I I �• BUILD -OUT. SEE 2nd FLOOR ` ° 1 I STRUCTURAL PLAN FOR LOCATION."y^ TH DOORWID DETAIL CHANGE DE A 4' tfi BEAM DEPT H CH G -0 -1 0 -0 P. • � :,n r �oj•, (2) #5 CONT. TYPICAL AROUND I t .0 -1„ 0 •Q ,a #4 BAR (6" X 24") PERIMETER N.T.S. L ' CAST IN TOPPING j :• ,I v S-6 TYPICAL � SHADED AREA DESIGNATES 1/2"0 X 6" NELSON STUDS h, F ' DOOR RECESS - 1"STEP WELDED TO STEEL BEAM @ 48" O.C. w " Z 4 BAR (6" X 24") POURED CONC. TIE BEAM 'B-11'. >.. & 1/2" O.A.OSLOPE @ 48" O.C. o � L - 1 1/2" TOTAL CAST IN TOPPING @ 48" O.C. W12X50 STEEL BEAM U �ftj -0'-1 1/2" 4„ EMBED PLATE BY H.C. MFR. � Q #6 DOWELS @ EACH FILLED STD: 8" MASONRY WALL 0 ELEVATIONS SHOWN BASED ON THE CELL $" METAL WALL 1/4 CELL PER FOUNDATION PLAN. W1DUR-O-WALL HORIZ: "�'��'' � 0 �X ADJACENT FINISH FLOOR ELEV. = 0-4- REINF EVERY OTHER COURSE. BUILDING LINE SEE PLAN FOR ACTUAL ELEVATIONS. NOTE:"` "f OV a�d7EAD D P RECESS - PLAN 11 FLOOR TOPPING EDGE DETAIL CHANGES IN LEVEL OF THE CONTINUITY SHALL 1, r- BEAMS SHALL BE MADE AT PROVIDED AT CORNERS fi HOLLOW CORE SLAB @ TEFL BEAM DETAIL TIE BEAM & N.T.S. BY BENDING 2 BARS FROM O SCALE.3/4" = 1'-0' S-6 N.T.S. S-fi COLUMNS EACH DIRECTION AROUND 8" X 10" X 3/4" TH. TOP PLATE THE CORNER 18" OR BY ADDING (2) #5 BENT BARS %L Z - ---I� WHICH EXTEND 18" EACH WAY "g iI i } FROM THE CORNER) a, 4 W/ (4) 3/4"0 BOLTS A325. I 8" X 12" STUB COLUMN W/ (4) (4) 7/8"0 HOLES W/ MIN. #S VERL AND #3 TIES AT 12" O.C. U 4" X 4" X 3/8' TH. STEEL COLUMN, 6" OR 8" HOLLOW CORE PANE 1 1/2" OFFSET FROM EDGES. F 46 KSI. SEE COLUMN SCHEDULE. a Ln Q FLOOR SYSTEM W/ CONC. TOPING. #6 DOWELS @ EACH FILLED y g SEE BEAM SCHEDULE CELL PER FOUNDATION PLAN. (ADJUST COLUMN SCHEDULE HEIGHTS I 1' I L FOR EXACT BEAM DEPTH AS REQ'D.) o w FOR REINFORCING. L - - > - STD. 8" MASONRY WALL f _ , IDE (2) #5 CONT. TYPICAL - - I AOENGINEOERIN�WINGS W/ DUR-O-WALL HORIZ. � tl REINF. EVERY OTHER COURSE. - - (2) #5 CONT. TYPICAL AROUND w PERIMETER. HOLLOW CORE FLOOR a m SYSTEM. W12X50 STEEL BEAM, Fy = 50 KSI® J #4 BAR-(6" X i8") DOUBLE BOND BEAM OR (8.1" W. X 12.2" D.) aEV�EWED Q GROUTED IN CORE = POURED CONC. TIE BEAM. 8 X 10 X 3/4 TH. TOP PLATE SEE STRUCT. WALL SECTIONS. W1(4) 3/4 `0 BOLTS A325. 8" (1) PER PANEL. (4) 7/8"0 HOLES W! MIN, CODE C E CC)U r w 1 1/2" OFFSET FROM EDGES. 4" X 4" X 3/8 TH STEEL COLUMN, n STD: 8 MASONRY WALL NOTE: Fy = 46 KSI. SEE COLUMN SCHEDULE. `ST 60cc 's , w CONFIRM ALL COLUMN HEIGHTS (ADJUST COLUMN SCHEDULE HEIGHTS FILLED CELL W1 W/ DUR-O-WALL FOR EXACT BEAM DEPTH AS REO'DJ (1} #5 VERT. U.N.O. W L F REINF: EVERY OTHER COURSE. & COL/BEAM DIMENSIONS IN 1 4• 48 X BAR 0 {GRADE 60} HELD PRIOR TO ORDERING. Q c 48(#6)=3'-0" 7 HOLLOW CORE SCAB @MASONRY WALL 12 COLUMN TO COLUMN CONNECTIO9111 DETAIL 17 TYPICAL STEPPED TIE BEAM DETAIL Qj _ *� w H lO F N.T.S. c Ln I N.T.S. $-6 N.T.S. S-6 U U g_6 SEE PLAN SEE PLAN } a 12" TYR 1 9 VERTICAL WALL REINFORCEMENT SEE 6" OR 8" HOLLOW CORE PANEL Qu 10" X 1'0" X 3/4" TH. BASE PLATE 0 FOUNDATION PLAN FOR LOCATIONS #6 L PER F @ EACH FILLED 4" X 4" X SL S E STEEL COLUMN, FLOOR SYSTEM W/ CONC. TO PING. W/ (4) 7/8'0 HOLES W/MIN.. ' „ PROVIDE SHOP DRAWINGS � CELL PER FOUNDATION PLAN. Fy = 46 KSI: SEE COLUMNSCHEDULE. -• '-"-° °-"'-•� '�- - _ ~�•- PLAN1/2 MIN. p' *2 MIN. AND ENGINEERING.] 1 1/2" OFFSET FROM EDGES. MI STD. 8" MASONRY WALL (4) 3/4" 0 CHEM. ANCHORS ism ( WI DUR-O-WALL HORIZ. 16" X 16" X 21" D. RECESS DRILL & EPDXY SET, 2 2 JC C O Q 1-1/2" MI FILL W/ 3000 PSI GROUT MIX. o " _ ' REINF. EVERY OTHER COURSE. MIN. 6 EMBEDMENT. (2) #5 CONT. TYPICAL AROUND L I 1 0 W n PERIMETER. Q N ° l /. e ° • • °.. ~. z � 8 3 Q m 5 0. Z 5 L X BOND BEAM 'r.' „ DOUBLE BOND BEAM OR ° ° Z p O N '' O #4 BAR 6 X 24 a 0 a w ~ a Q 0 0 T-81 UNIT ( ) POURED CONIC. TIE BEAM. CAST IN TOPPING :. w O O5 OO 7 v U7 ) `� w 0 s, t m 0 SEE STRUCT. WALL SECTIONS. @ 48" O.C. �,_4., r w 0 Z m SECTION Q SEE DETAIL 9/F-2 &FOUNDATION 1 co U LL 1 1 1 w 1 N Z NOTE: REINFORCING BARS SHALL HAVE A MINIMUM STD. 8" MASONRY WALL DRAWINGS FOR FOOTING & SLAB smis OF 1 FOR CONCRETE COVER. SIZES &REINFORCEMENT DETAILS: U C O W/ DUR-O-WALL HORIZ. } w I ) T w Or ( LL "1/2" CLEARANCE ALLOWS USE OF COURSE REINF. EVERY OTHER COURSE. AGGREGATE GROUT PER ACI 530.1 _ p U B HOLLOW CORE SLAB @ MASONRY WALL 13 RECESSED COLUMN BASE DETAIL REFERT M.O. SCHEDULE 3 CORNER SPLICE DETAIL r 3 w N.T.S. ^.r o :,, `- N � I N.T.S. S-6 S-6 u I - Q 8' 8„ 4 NOTE: O 4 3/4"0 CHEM. ANCHORS, - DBL. L4X4 X 3/8"TH. X 9" L` " ` ' ANGLES (1) EA. SIDE Of BEAM. TIE ALL REINFORCEMENT DRILL & EPDXY SET, . 8" MASONRY WALL #6 DOWELS EACH FILLED `i: ". F- Q u, STD M EMBEDMENT. - s . w W f x OVERLAPS TOGETHER. MIN. 6 - CELL PER FOUNDATION PLAN. ° (3) 3/4 0 BOLTS A325. W! DUR O WALL HORIZ. I a o BREAKAWAY WALL W/ OPENING TYPICAL BREAKAWAY WALL _ F ,� •Y�",'.� ''' ' ` �`t°% ! (2) PER ANGLE/SIDE OF BEAM. REINF. EVERY OTHER COURSE. 8"HOLLOW CORE PANEL NOTES: 6 o LL SEE PLANS �. - -y SEE SCHEDULE 6" BALCONY HOLLOW CORE PANEL FLOOR SYSTEM W/ CONC. TOPPING. W12X50 ST€EL BEAM, Fy = 50 KSI 1.8" MASONRY F'm =12000 PSI. ' " -� FLOOR SYSTEM W/ CONC. TOPPING. PROVIDE SHOP DRAWINGS POURED CONC. TIE BEAM.' ' DOUBLE BOND BEAM OR ' (8.1" W. X 12.2" D.) _'F'm = 1900 PSI. PROVIDE SHOP DRAWINGS AND ENGINEERING. SEE STRUCT. WALL SECTIONS. 2. GROUT/MORTAR -: �r } w PRE -CAST CONCRETE LINTEL PER AND ENGINEERING. i 3. FULL MORTAR BED JOINT ALL AROUND WALL r F CAST CRETE, INC. SEE SCHEDULE 14 STEEL BEAM TO WALL CONNECTION DETAIL 4: GRADE BEAM PER PLANS. M Q 5. POURED COLUMN PER PLANS. - p FOR SIZE & REINF. PROVIDE w _ R ' ENGINEERING AND SUBMITTALS. n LL O n° �. S 6 N.T.S. 6. TIE BEAM PER PLAN V s' a W 8. 7. LIINTEEL PER PLANS. ASONRY OPENING PER PLANS. d o #4 BAR (6" X 24") 9. 4" D. MIN. SOLID POURED CONC. AT TOP W/ (2) #5 BARS. DO NOT CONNECT TO STRUCTURE, 3000 P51 w T- rJ CONCRETE. Job Number. I ,.. , O y #6 VERT. IN FILLED „ „'i CAST IN TOPPING ° DBL. L4X4 X 3/8"TH: X 9" L. #4 BAR (6 X 18) (4) 314 0 BOLTS A325. ® 10.LSTA9 FLAT STRAP'BENT 2" ATTACH TO COLUMN W/ (3) 3/16"0 X 2" L. TAPCONS EA. STRAP, (1} STRAP F M.O. SEE SCHEDULE CELL EACH JAMB {r @ 48"' O.C. GROUTED IN CORE b;•'?:, (2) PER ANGLE/SIDE OF BEAM's � ANGLES (1) EA. SIDE OF BEAM. EACH SIDE. Drawn By: rss N SEE PLANS 1 PER PANEL. �.. ',(' POURED CONC, STEPPED 11. FILLED CELL W/ (1),#5 VERTICAL BAR. BAR TERMINATES AT TOP OF BREAKAWAY WALL 8L AT BOTTOM Date: 03-20-19 " --- O TIE BEAM 'TB-1A OR TS-2A' (3) 314 QJ BOLTS A325, U SEE SCHEDULE ° (2) #5 CONT. TYP. • '• o OF KEY -WAY. DO NOT CONNECT TO TOP OR BOTTOM BEAM/STRUCTURE. FILL CELL W/ 3000 PSI STD. 8" MASONRY WALL CONCRETE. 32" O.C. MAX. SPACING EXCEPT AT MASONRY OPENINGS, SEE SHEET S-4 FO{I LOCATIONS. Sheet Number Z ` -POURED CONCRETE SILL, TYP. X 8" W. X M.O. WIDTH, W/ DUR-O-WALL HORIZ: W12X50 STEEL BEAM, F ' 50 KSI W1ZX50 STEEL BEAM, Fy = §0 KSI 12, 2"X6" KEY -WAY AT FRANGIBLE WALLS/GRADE BEAM. MINA H. REINF. EVERY OTHER COURSE. (8.1" W. X 12.2' D.) 3000 PSI CONCRETE PUMP MIX (8.1" W. X 12.2" D.) 13: NO HORIZONTAL JOINT REINFORCEMENT ALLOWED. y W/ ONE (1) #5 HORIZ. 15 4 WINDOW OPENING REINFORCEMENT 9 HOLLOW CORE SLAB @BALCONY STEP DOWN STEEL BEAN TO STEEL BEAM CONNECTICN DETAIL 18 BREAKAWAY WALL ELEVATION/DETAIL o -f N.T.S. N N.T.S. S-6 j N.T.S. I h S6 - _ 2T-10" FRAMING NOTES T/ MASONRY - 38'-10" TRUSS NOTES REVISIONS: ROOF TRUSS ANCHOR SCHEDULE N« DATE cor,'IIwF vTs 0 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL 1. STRUCTURAL DESIGN IS BASED ON AN ENCLOSED o z o d REGISTERED ENGINEER EXPERIENCED IN TRUSS STRUCTURE. WINDOWS & DOORS SHALL BE IMPACT -RATED CITY. OF FASTENERS PER CONNECTOR 0 BE A FLORIDA MARK MANUFACTURER ANCHOR MAX' ANCHORS TO WOOD TOP PLATE DESIGN. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED TO PREVENT PROJECTILE PENETRATION. UPLIFT PER CONN. TO TRUSS OR CARRY NG MEMBER TO CMU/GONG U IN ACCORDANCE WITH FBC 2017 & SSTD 10-93 LATEST EDITION. 2 DESIGN LOADS: IN ACCORDANCE WITH FBC 2017 CHAPTER 16: P Z 2. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP ROOF DEAD LOAD: 20 PSF ® SIM ON HHETA20 2,235 1 (11) 10d X 1-1/2" N/A EMBEDED „ I I I I IN11 1 1 1 Q W DRAWINGS AND ENGINEERING CALCULATIONS SIGNED & SEALED ROOF LIVE LOAD: 30 PSF SIMP ON HHETA20 21235 1 (11) 10d X 1-1/2" N/A EMBEDED SIMP ON ` H10S 1 (8) Sd X 1-1/2" N/A (Z) 3/8 f6 X 4" TITEN HD BY A FLORIDA REGISTERED ENGINEER, OF THE TRUSS DESIGN FOR WIND LOADS: 170 MPH V. ult. = 132 MPH V. asd OB +1 065 D' APPROVAL INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW EXP. 'C', REFERENCING ASCE 7-10. 3;300 o I ( I 1 I 1 1 I o F PRIOR TO FABRICATION. 3. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN SIMP ON H10A 1;015 1 (9) 10d X 1- 1/2 (9) 10d X 1-1/2 N/A W - Q 3, SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ACCORDANCE WITH FBC 2017, TRUSS MFR, SHALL SUBMIT ERECTION &HANDLING &PERMANENT BRACING IF REQUIRED, SIGNED AND SEALED SHOP DRAWINGS FOR APPROVAL TYPICAL TF LISS ANCHOR: y/A �\ _ 1 1_-J__--1-1-1- -I I PRIOR TO FABRICATION. � U 4. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAYOUT" QA ALL TRU55 TO CONC:BEAM CONNECTIONS SHALL USE TYPE 'A' HURRICANE ANCHORS, U.N.O.ON THIS PLAN. O GIRDER INDICATING THE LOCATION OF THE TRUSSES, BEARINGS, 4. THIS STRUCTURE DESIGN EXTENDS TO ITEMS: B GIRDER Q TRUSS SPACING, PITCH, BRACING LOCATIONS AND OTHER A. HEADERS, COLS. BEAMS: #2 SYP OVERBUILT FRAMING NOTE: REFER TO ROOF TRUSS ENGINEERING FOR REQUIRED UPLIFT LOADS &MODIFY ANCHOR SELECTIONS ACCORDINGLY. _ - . - - - INFORMATION DEEMED PERTINENT, ARCHITECT OR DESIGNER FB-1500 PSI Q W WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE B. WALLS, BLOCKING: #2SPF REVERSE SEPIA FOR THIS USE. FABRICATOR SHALL SUBMIT C. SILL PLATES: SYP PT 'TRUSS PLAN & TRUSS DESIGN' NOTES: DESIGN CRITERIA N "FRAMING LAYOUT" -TO ARCHITECT OR DESIGNER FOR _ - - 0 APPROVAL PRIOR TO PREPARING FULLY ENGINEERED TRUSS 5. ALL NAILS St SCREWS SHALL BE STAINLESS STEEL. 1. PRE-ENGINEERED TRUSSES AT 24" O.C. TYP. 2017 FBC CHAPTER 16 & ASCE 7-10 PREP A FABRICATOR SHALL PROVIDE Z 2 0" OVER ANG, PLUMB CUT, TYPICAL HUTCHINSON ISLAND, ST. LUCIE COUNTY, FL 0 DRAWINGS. UPON APPROVAL, 6. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE ERECTION. 3. LEVEL OVERHANG RETURNS TYP.- -� LL COPIES TO CONTRACTOR & TRUSS ERECTOR FOR FIELD USE: V ult. WIND SPEED: 170 MPH - - 7. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY 4. T-0" JACKS TYPICAL. EQUIV. BASIC WIND SPEED: 132 MPH F2'- a CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS . EXCLUDED ARE FINISHES, NON-STRUCTURAL 5. ALL TRUSSESSHALL HAVE METAL CLEATS. RISK CATEGORY: 2 EXPOSURE: D Z 5. CO SSTD 10 93PROPER TEMPORARY AND ERECTION BRACING. H DOORS ROOFING WATERPROOFING, 6. VERIFY ALL NCHORS W/ PRE-ENGINEERED TRUSS DRAWINGS; MEAN HEIGHT:'' 42'-1" SLOPE: 5 : 12 C HANDLING AND ITEMS, MISC. PARTS, O - - s _ - - WALL WATERPROOFING, WHICH ARE DESIGNED BY OTHERS. 7. 30 PSF BOTTOM CHORD LIVE LOAD (ATTIC STORAGE). ENCLOSED STRUCTURE 12 12 h 6. PERMANENT BRACING AS INDICATED ON SHOP DRAWINGS 8. REFER TO CEILING PLANS FOR' CEILING HEIGHTS, BOT. CHORDS _ Q SHALL BE MINIMUM 2 X 4 DIMENSION LUMBER WITH 2-16d INTERNAL PRESSURE: t0.18 _ 5� 5 = 8. MEAN ROOF HEIGHT = 42'-1" III SHALL BE A JUSTED ACCORDINGLY. p r N NAILS IN EACH TRUSS, UNLESS NOTED OTHERWISE ADDITIONAL - 9. THE PURPOSE OF THE ROOF FRAMING PLAN IS ARCHITECTURAL 9. WHERE A C ILING HEIGHT STEP ALIGNS W/ ASTUD WALL: f� BRACING A5 REQUIRED OR RECOMMENDED BY TRUSS ENGINEER E TRUSS MANUFACTURER'S TRUSS PLAN A. TRUSS PE PENDICULAR: THE TRUSS STEP SHALL BE 2" BACK FROM THE OR FABRICATOR SHALL BE INCLUDED AND INSTALLED. ONLY. PLEASE SE _ I & FINAL ENGINEERING FOR EXACT LAYOUT AND DETAILS. DIMENSI NED WALL LOCATION (MAY 8E VOID IF BEARING CONDITION). ^_ __ _ Tyrt F NEXT TRUSS BACK SHALL BE STEPPED. - 7. TRUSS FABRICATOR SHALL BE RESPONSIBLE FOR B. TRUSS P RALLEL: THE NE F " COORDINATING ALL TRUSS DIMENSIONS WITH FIELD 10. ROOF SHEATHINutivG SHALL BE 5/B" COX PLYWOOD (MINIMUM). a CONDITIONS PRIOR TO FABRICATION. NOTIFY ARCHITECT OR 11. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR - . - • - . - • - -- _ F �i DESIGNER IN WRITING IF ANY ADJUSTMENTS TO DRAWING TO FRAMING, WITH END JOINTS STAGGERED - _ rx �"pk ] DIMENSIONS ARE RECOMMENDED OR REQUIRED. 1 ~ - - 8. PROVIDE HURRICANE ANCHORS AS PER GOVERNING CODES & REGULATIONS, AS INDICATED ON DRAWINGS,& TRUSS ENGINEERING. FASTENER SCHEDULE "i F 9. ROOF LAYOUTS PROVIDED ON THESE PLANS ARE TO BE - - -'! FEASIBILITY DRY -IN NAILS TO SECURE TIN TABS: PROVIDE 1/8" USED AS A GUIDE FOR BEARING DETERMINATION,- � - - ����� IS 16 GA. NON CORROSIVE STAPLE W/ 1" CROWN OR SPACING AT Ji ARCHITECTURAL AID. TRUSS FABRICATOR wm, W RCHITE DG S - ,, F & A PANELEDGES E FOR FINAL LAYOUT, SPANS, AND ALL TRUSS/HEADER 12 GA. WIRE RING SHANKED NAILS, 3/4 LONG. PREFABRICATED TRUSSES G. ANY DISCREPANCIES FROM THESE LAYOUTS METAL LATH TO WOOD FRAMING: 4' x B' CDX PLYWOOD 24" ON CENTER SEE ROOF PLAN W ENGINEERING. 7 THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON GALVANIZED NAILS WITH HEADS NOT LESS THAN 7/16". SH THING MIN. 5/8"'THICK _ r J U THESE PLANS SHALL BE NOTIFIED TO THE ARCHITECT OR H TRUSS TO TRUSS CONNECTIONS: MAX. SPAN 24" e . DESIGNER PRIOR TO FABRICATION. SEE TRUSS ENGINEERING PACKAGE FOR MFR'S. �� r fax TRUSSES WHICH ARE TO BE FABRICATED BY A REQUIREMENTS. THIS IS THE RESPONSIBILITY OF° ` 10. WOOD ���I THE SPECIALTY ENGINEER FOR THE TRUSS COMPANY. LICENSED FABRICATOR, SHALL BE FURNISHED I.A.W. (t L n AND TO BE SIGNED AND SEALED BY WOOD STUDS 70 BLOCK WALLS: - - DESIGNS PREPARED 3:y, 1 LL AND HILTI DRIVE PINS .145" X 3" LONG (OR EQUAL) A FLORIDA REGISTERED PROFESSIONAL ENGINEER PROVID 2N4" BLOCKING @ _ TREATED LUMBER I aI AS OUTLINED BY THE NATIONAL @ 16 O.C. USE ONLY PRESSURE`� THE SPECIFICATIONS ALL PLYWO D SEAMS, 48" BACK ^' OR STRESS GRADE LUMBER @ 4"0.. A. IDE OF SEAM. DESIGN SPECIFICATIONS F E _ ELEVATOR SHAFT Z ERICAN IN OF NAIL SEAM w 10d v Z (1 MAS. = VE 3FA.F.F./tea,Fill ; AND ITS FASTENINGS BY AM OF GABLE END. S A o (10'-0" ABOVE 3rd FLR.) 4 A%mhI . - UCTION" LATEST REVISION) &'"DESIGN G L� �° z0 � TIMBER CONSTRUCTION" ( NAILING SCHEDULE I rn .-- ._ M W/MANUFACTURER. � 3ak,� '°, A..O. SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY TRUSS PLATE INSTITUTE. ¢ U ROOF ZONE 1: 8d RING SHANK NAILS @ 6" O.C. AT EDGES WOOD TRUSSES 8d RING SHANK NAILS @ 6" O.C. AT FIELD U 11. METAL STRAPS AND AN FOR ALL ~ SHALL BE I.A.W. LOCAL MUNICIPALITY STANDARDS AND ROOF ZONE 2: 8d RING SHANK NAILS @ 4" O.C. AT EDGES 2"x8"'''WOOD FASCIA SEE d z 1� tY 8d RING SHANK NAILS @ 4" O.C. AT FIELD TYPICAL WALL SECTION NAILED _ 0i O MANUFACTURERS LITERATURE. a W/ 2-16d NAILS @ EACH TRUSS W VANIZED G-185. ROOF ZONE 3: 8d' RING SHANK NAILS @ 4" O.C. AT EDGES 10d NAILS AT 6"o.c. A7 PANEL EDGE - 12. ALL METAL STRAPS TO BE HOT DIPPED GAL ALL ENGINEERED HEADERS AND TRUSS HANGERS TO 8d RING SHANK NAILS @ 4" O.C, AT FIELD AND INTERMEDIATE SUPPORT 1 13, 1/16" SPACE AT PANEL ENDS 4"o.c. @ GABLE ENDS FIRST 48" BACK Z RESUPPLIED BY TRUSS COMPANY. SPECIFIC NAILING NOTE: W 14. TRUSS BRACING TO BE I.A.W. TRUSS MANUFACTURER ENTIRE ROOF SHALL BE NAILED @ 4" O.C. EDGES & FIELD. - AND "BWT-76" (HIB-91) SIMPSON HURRICANE STRAPS PER PLANS m 15. THE FRAMING SCHEME (DIRECTION OF TRUSSES MAJOR WALL PER PLANS J BEARING POINTS ETC) CAN BE MODIFIED ONLY AFTER y p �q� /� y ®/ p� �q - a OBTAINING PERMISSION FROM THE ARCHITECT OR DESIGNER 3 TYPICAL PLYWOOD i Al L'I V G DIAGRAM N (A WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE a STRUCTURAL REVISIONS ACCORDINGLY S_7 N.T.S. - 8' 9" 8' 9" W _: � . W W �- SHEATHING WEB MEMBER CONTINUOUS LATERAL BRACE (cb) REQ'D. BY TRUSS DESIGN AND AS REQ'D. W TRUSS FRAMING Z. PLAN 2 X 4 W/ 2-16d NAILS AT EA. TRUSS. 2X 4 DIAGONAL BRACE (db) TYP. AT EACH END WALL & AT 20'-0" O.C. MAXIMUM INTERVALS ALONG LATERAL BRACE, CONTINOUS BOTTOM BRACE (bb) DESIGN & AS REQ'DR N TRUSS FRAMING PLAN. CEILING 4 TYPICAL TRUSS BRAC,��C DIAGRAM. r S_7 ! x 0 00 I PROVIDE ATTIC STORAGE 00LnF AT HATCHED AREA. Q � p - - • _ (30 PSF LIVE LOAD) LU C Ln - 30" X 54" ATTIC SCUTTLE VERIFY W/ OWNER. a - -- -- - _ ` - CONFIRM SIZE REQ'S. 0 15' 4 12'-6" = W/ MANUFACTURER. vi 12 12 i 5 ' - - - - Q Q oN W rj B GIRDER �\R ( GIRDER O ° N 0 -_e tp11 TRUSS -TO -TRUSS �y O m p -- CONNECTIONS PER MFR., z U a Z SEE SHOP DRAWINGS. 'r �a 9� o uLL 1�L I 11 I I rr o- Q.H. 12 - �� o o c TYP. _ G 4 GIRDER GIRDER- �G ���!^ ., Lr � Y F rrn N.T.S. m n Q v 2-4-o F- o= `" O.H. F 4 TYP. O LL L=`T0 pz 0 iv O r M Q W O O .' W Job Number. 8._4., 19' 6" Drawn By: rss VI T/ MASONRY = 38'-10" T/ MASONRY = 38'-10" Date: 03-20-19 0 Sheet Number Z & TRUSS MFR. - ' ,{ S"...Y- vy F+^ 9 �aa_, iv'. ' Fy�� yt + �. e FZ; .g r+ .... 91 ",„, a e+r F`, - �:' M c n $" _ :;,. �: { •:#+s Ilk :.` ..;{ x i �Gr1 ;i i`r 5 U:v ��u a 1 DFLO e! tw SCALE. 1/4„ = 7,_0„ I; Dal S-7 h.:a ; f N GABLE GABLE C o o C _ `v v 1-4" QH. O.H. 2X4 P.T. WOOD STUD KNEE WALL T/ KNEE WALL = 12'-l"A.F.F. GABLE TRUSS OR 2X4 P.T. WOOD STUD FRAMING, VERIFY W/ OWNER I - I 38_10" _ T/ BEAM 35-6 `r' B/PORCH BEAM 116, 25' 0 3/4" (LOW POINT) ORCHVARIES 24' 2" _E ---- 22'-2" 4 B/ PORCH BEAM in m Q� 1�1'-9 3/4" (LOW POINT) T T/ PORCH VARIES A T 4-4" (17:35) _ B/ PORCH BEAM 16"X16"CMU COL. BLOCK W/ 5/8 STUCCO, PAINTED. 0'-61/4" (LOW POINT) T/ PORCH VARIES r-- 12 5L,�' I 35' 6" BEAM 1 1/4� O.A. SLOPE 22�-2 8/TIE BEAM 1 1/4" D.A. SLOPE 0�9,_4„ B/ TIE BEAM — STD: 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD, 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD: 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. BREAKAWAY WALL SEE SEE DETAIL 18/S-6. 1 STRUCTURAL BUILDING SECTION - LOOKING SOUTH L sa w H REVISIONS: No: DATE COMMENTS 0 06-19-19 BLDG. DEPT. REV. 0 U Z_ w IY D I_ U w 12 F Q 5 U Q i Q T'. w F 0 LL 38' 10" z T/ WALL c — - - - —� 0 N PRE-ENGINEERED WOOD Q TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING FOR LAYOUT AND DETAILS.` 0 I ac 'fir 7 s ,P x1 `MI v STD. 8" MASONRY WALL Fn W/ DUR-O-WALL HORIZ. �3 REINF. EVERY OTHER COURSE. 5 E�' zb F Z cc LU �. U 3yeu� #6 DOWELS @ EACH FILLED # n CELL PER STRUCTURAL PLANS. PROVIDE STD. 90° ACI HOOK., LAP 48 BAR DIAMETERS MIN. 8" HOLLOW CORE PANEL W/ � i kI 6" CONC. TOPPING. SEE SHOP M� n LL DRAWINGS & ENGINEERING .� 25'-6" (33.52) gg '' .. O OOR F.F. — FOR LAYOUT AND DETAILS.,e 7 -- --- — _ 25' 1" (LOW POIN_n_h . } r5 T/ BALCONY IFCc 0 OQO. 'Q00000000gri OOOQO 24' 4" Sr, 1 0 ---- -- --------_ U _ 0 w12x50 w12x50wl2xso� \ ---- 22 , 3x w 0 v z \ w \ m J \ \ STD. 8" MASONRY WALL Q v W/ DUR-O-WALL HORIZ. I � N REINF. EVERY OTHER COURSE. v w 000 � w \ 00 N F 1_5'-10" #6 DOWELS @'EACH FILLED — - — - (] \ \ CELL PER STRUCTURAL PLANS. w \ PROVIDE STD. 900 ACI HOOK. v w F \ LAP 48 BAR DIAMETERS MIN. Ln I 8" HOLLOW CORE PANEL W/ \ \ c— Ci 3" CONC. TOPPING. SEE SHOP \ 12'-2" �018) } DRAWINGS & ENGINEERING $— a FOR LAYOUT AND DETAILS. \ \ m 2nd FLOOR F.F. 00000000000 Ul — — — — , 60 Q -- Z As TQ W12X50 W12X50 W12X50 _ _ 9'4' (17.3�5) AK B/TIE BEAM r Q CDN 0 i 0 �1E O o M 00 z m U m _� Z v Z C U -w ) t� BREAKAWAY WALL SEE;) ' C O F SEE DETAIL 18/S-6. _ o U LU 00 h rn co I Q N Ju cc (8_02) CONC STEPS W/ 1st FLOOR ' (3) 61/4" RISERS & Q io (2)12" TREADS. F T/ PORCH EDGE 0 N F T/ GRADE BEAM r W _ BEAM a T/ GRADE BEAM U 0 — — — w r Job Number I F REFER TO FOUNDATION DRAWINGS 3 2019 Drawn By: rss �UL (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, Date: 03-20-19 FOR FOUNDATION, GRADE BEAM, SLAB & Department AUGER PILE REQUIREMENTS & DETAILS. Peri(1ltting Dep FL Sheet Number Z St, Lucie Cour�tyr ALL ELEVATIONS SHOWN REFERENCED TO NAVD-88.` 0 SCALE vi., = Fo.. r _ z _---•sfi�+ia�_w..d"Y•".Y y+�-,y�qy;a, 11 : , <..... - �Q REVISIONS: < No: 'DATE COMMENTS 0 a 0 U Z_ W L 7 F w 12 F 12 Q 5 U 5� tY Q Q W F 0 LL T� BEAM — T/ WALLL 0 _ _ _ _ _38'-10" s §� Q PRE-ENGINEERED WOOD i IN TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING 'j , FOR LAYOUT AND DETAILS. 35'-6" _ _ 35,-6 ., � I B/ PORCH BEAM B/ TIE BEAM A 3�2 r T H � Q �0T 644 V 0 M I 3 STD. 8" MASONRY WALL ? STD. B"MASONRY WALL--' " m W/ DUR-O-WALL HORIZ W/ DUR-O-WALL HORIZ. I�1 �ti h REINF. EVERY OTHER COURSE. REINF. EVERY OTHER COURSE. �LU 3 v Lu i 0 #6 DOWELS @ EACH FILLED #6 DOWELS @EACH FILLED CELL PER STRUCTURAL PLANS. CELL PER STRUCTURAL PLANS. V PROVIDE STD. 90" ACI HOOK. PROVIDE STD. 90" ACI HOOK. �u '' LAP 48 BAR DIAMETERS MIN. LAP 48 BAR DIAMETERS MIN. 8" HOLLOW CORE PANEL W/ � I � tun� 6" CONC. TOPPING, SEE SHOP a 1 : LL DRAWINGS '& ENGINEERING25�-6" (33.27) § _ d Orr �1 1 1/4�O•A• SLOPE FOR LAYOUT AND DETAILS. 3rd FLOOR F.F. a "s O 25'-0 3/4" (LOW POINT) (T/ BALCONY Z �r $ 2a 22---- O.V(�. Do0WOO Q00 " QQODQ 24'4 Y � � ('"� � --- --* LL T/PORCHVARIES — — — — — — — — — � = ,. L`u � U —---------- -- — — — — Ln 0 W12X50 vv W12X50 W12X50 "9 W �22' 2" 22�-2° \ — - --22'-2" J�z +B/ PORCH BEAM Y B/ TIE BEAM \ Y 20 I \ \�' 0 \ xN Z \ \ m STD. 8" MASONRY WALL \ \ STD. 8" MASONRY WALL Q W/ DUR-O-WALL HORIZ. \ v W/ DUR-O WALL HORIZ I REINF. EVERY OTHER COURSE. \ \ v REINF. EVERY OTHER COURSE. io L W 0 00 0� M \ 'V 00 W W N F #6 DOWELS @ EACH FILLED \ \ #6 DOWELS @ EACH FILLED — - — - 15-1�" Q L O CELL PER STRUCTURAL PLANS. \ CELL PER STRUCTURAL PLANS. 0 W PROVIDE STD. 90" ACI HOOK. \ \ PROVIDE STD. 90" ACI HOOK. F LAP 48 BAR DIAMETERS MIN. \ \ LAP 48 BAR DIAMETERS MIN. LLn 8" HOLLOW CORE PANEL W/ 3" CONC. TOPPING. SEE SHOP \ 12'-2" (19:93) } DRAWINGS& ENGINEERING 1 1/4" O.A. SLOPE FOR LAYOUT AND DETAILS. \ n T Lna FLOOR F.F. O 1 U WPOINn rf - QQ�QQQ���Q� 0 RIES QQ{�QQQQ ;Q{lQQQQQ�}�tt; QQQQQ�QQQQQ< Q _ — — — - m --- Z - Q _ \M- 9'9'4" W12X50 W12X50 W12X50 _9'-4"(17.1OB/TIEB_M�BTEBEAM Y - uo a rn O z ro0 i �Z a U `- AU a Q 7 W/ 5/8 ° BREAKAWAY WALL SEE BREAKAWAY WALL SEE , O U INTED. w SEE DETAIL 18/S-6. SEE DETAIL 18/S-6. W„ M (6 I 18 N J U 5_6 Q 0'-0" (7_77) lStFL1 1/4� O.A.SLOPEOOR F.F. I /'; W W POINT) -- 0= 4, X: O LL RIES T/PORCH ' 0 Q T/ GRADE BEAM ► 001. T/G BEAM'`r - W UpZQ� --:; , � 0 W LL W Job Number. F REFER TO FOUNDATION DRAWINGS Drawn By: rss (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, bate: 03-20-19 FOR FOUNDATION, GRADE BEAM, SLAB & - AUGER PILE REQUIREMENTS & DETAILS. et Number Z' SHOWNALL ELEVATIONS VD-88. RE ERENCED TO NA3 1 STRUCTURAL BUILDING SECTION - LOOKING SOUTH _ o -- S-8 SCALE. 3/8" = T-0" M ,I N ; -- ----- -- i 38'-10" T_IBEAM 55'-6" _ B/ PORCH BEAM I i A2 25'--0 3/4" (LOW POINT) V T/ PORCH VARIES i i 12' 2" `r PORCH BEAM — I A. 11�'-9 3/4" (LOW POINT) T/ PORCH VARIES 10'-11" A 9'-4" (17:35) _ PORCH BEAM 16"X16"CMU— COL. BLOCK W/ 5/8 STUCCO, PAINTED. .0,''-61/4" (LOW POINT) T/ PORCH VARIES 12 5� 1 1/41/4� 31-6-" 4_ B/ TIE BEAM _�22'-2"- ABEAM 1'_4„ TIE BEAM Q -6 11/4E— O.A. SLOPE STD. 8" MASONRY WALL v W/ DUR-O-WALL HORIZ. m REINF. EVERY OTHER COURSE. #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 909 ACI HOOK. LAP 48 BAR DIAMETERS MIN. STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ. REINF. EVERY OTHER COURSE #6 DOWELS @ EACH FILLED CELL PER STRUCTURAL PLANS. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. BREAKAWAY WALL SEE SEE DETAIL 18/S-6. _ 1' 10" T/ GRADE BEAM r STRUCTURAL BUILDING SECTION - LOOKING SOUTH 8" HOLLOW CORE PANEL W/ 6" CONC. TOPPING. SEE SHOP DRAWINGS & ENGINEERING FOR LAYOUT AND DETAILS. U W Q 12 12 0 LL Z — - T/ WALL 0 H Q N a 0 cr r PRE-ENGINEERED WOOD �. O TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING I FOR LAYOUT AND DETAILS. N STD. 8" MASONRY WALL 3 W/ DUR-O-WALL HORIZ. h REINF. EVERY OTHER COURSE. ® Z Qo w o 0 #6 DOWELS @ EACH FILLED o OC CELL PER STRUCTURAL PLANS. ®® PROVIDE STD. 9W ACI HOOK. - LAP 48 AR DIAM TERS MIIN. I p ' U. 3rd FLOOR F)F. 0 ---- 25Z 3rd FLOOR FF. Q��Q _24_'-4" ' 0 — - T/ BOND BEAM , U LOULn O ut 0 Z W M J J STD. 8" MASONRY WALL Q W/ DUR-O-WALL HORIZ. I REINF. EVERY OTHER COURSE. v) W O 00 0� 00 QD W 00 N I #6 DOWELS @ EACH FILLED Ep E® 006 CELL PER STRUCTURAL PLANS. �+VIE�N I W PROVIDE STD. 900 ACI HOOK. RE C�MPL'ANC� (D c�D LAP 48 BAR DIAMETERS MIN. L`��E COut4ly v U 8" HOLLOW CORE PANEL W/ O l e LUC'E ti 4 3" CONC. TOPPING. SEE SHOP j�_12'-2 t20.18) BOCC } DRAWINGS & ENGINEERING 2nd FLOOR F.F. a FOR LAYOUT AND DETAILS. c) 0 ---- 12 2 2nd FL00R F.F. Ln - T/TIEBEA� Y 0 Z O Q — - — - LU B/ TIE BEAAA Q 0 BREAKAWAY WALL SEE 18/S-6, s- V) 0 SEE DETAIL t 0Y HEA—DER N >3 Z , U c o- LU - O ?of W 7 _ 00 N '. m ca I tV .J�U Qi 0,��0„ (8.02) 0 0" Q2 FLOOR F.F. - is FLOORF.F, r W O 4" O.A. SLOPE 1'-6" (LOW POINT) Q2 _ F 1'-2 FIIGH POINI� h —� O IL GARAGE FLR. GARAGE FLk 4-71/2" (6.39_)h'�,J O.H. DOOR RECESS Wes.+ T/ GRADE BEAM AT IL' O.H. DOOR RECESS ONLY w s : 0 w Job Number: F 3(u,n ,� , . 1 Drawn By: rss REFER TO FOUNDATION DRAWINGS sz^ (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, Date: D3-20.19 0 FOR FOUNDATION, GRADE BEAM, SLAB & JUL 3 Sheet 2019 Number z AUGER PILE REQUIREMENTS & DETAILS. Permitting Department ALL ELEVATIONS SHOWN Q St. Lucie County, FL REFERENCED TONAVD-88. 0 SCALE: 3/8,' - 1,_0„ (A I 12 �I IMM0 W F REVISIONS NI Q No: DATE COMMENTS 0 0 a 0 u z W a F u W u Q Q W 0 LL 10.. Z U r 0 t T NMI 4r r� w LLY J �tti r r I �, W sa44 U rs fi Lj� 0 P4 0 l LLI I f F W Fes, l7 e 3 N F.F. f 1 W 0 W C1 J J" Q z W 00 00 �W 00 N = � ,W Q 0W c v w 2, �5 0 F.F. `r AM r � Q 7.1) LU AM* Q �N LLo 0 8, )ER- z rrn 0 u z o LU o OU 'SW 00 m m= N Ju L LU C) W. ,�a 0 101, w —M �G a LL FQ a Q� W Job Number: Drawn By., rss V) ate: 03-20-19 0 Wet Number z �x Q 0 1 � r t a 2 ,.V� ` r .. ,.,..:.. .x.. t. ^x '{s: <-. ... v -J.., i :. '�.• �� -- ♦rc sR^' , .a: .> a .n .- ...o: « #..q,,... ,. , n3 , is r. 5. .."d 4«. v... A ; `h 12 S� A WALL i .Q1� �2525_,_6' 3rd FLOOR F.F. Q� 24'-4" �' T/BONDBEAM-- 11�2'-2" end FLOOR F.F. 9.4„ (17.35) TIE BEAM - — A Est FLOOR F.F. - - 1'-10" _ _ GRADEBEAM STRUCTURAL BUILDING SECTION - LOOKING EAST 0 42_-1" (510.10) MEAN ROOF HEIGHT A 38'-10" (46785) 38' _. — - T/ WALL r T / _ 25' 66"" 2` 3rd FLOOR F.F. r 24,-4' �j 224 -T/BOND BEAM � T7 _ 12,_2" h � l T 2nTFL00RF.F _ 11'-3�" � T/ r !� T TIE BEAM A _ 9'-4" (17.35) Q� T B/ TIE BEAA-M GARAGE FLOOR VARIES T/ GRADE BEAM `► ALL ELEVATIONS SHOWN REFERENCED TO NAVD-88. SCALE. 3/8 = 1-0 J� F , .-' REVISIONS: ty .: a ,,.:, No: DATE COMMENTS 06 9 _ _ REV. LU ROOF PEAK o ` s � + f i - I U Q w F 0 0: LL t ; N N RN l 0 koI Q 0) Q F lW R4 ,,t 'VA idgE Cot o cW Y `N na"V (1 at u. � 0 d `., U „Ts�b ' mH l 0 WM W J J Q W 0000 l�W D 00 N 0_ Ln 006 C v) 0) V 0. 0 e i O Q CD 0-C UJ au Q iLn0 r� m 0 0 m 0 &jU �07 LU LL 00 W 0) N rj rn co U Q Q Q ? O LL map Q V W w 0 U W Job Number: F Drawn By:',, rss U> Date: 03-20-19 Sheet Number Z 0 i- STRUCTURAL BUILDING SECTION - LOOKING EAST -38'-10" (46_60) _ T/ WALL 25'-6" FLOOR F.F..F 24'-4" _ BOND BEAM 12_, 21, _ 2nd FLOOR F.F, 11'-3" TIE BEAM �r 99'-4" (17.1) B/TIE BEAM 0'-0' (7.77) _ 1st FLOOR F.F. r-101. _ GRADE BEAM — 45_-3" (-3" (53.02) & ROOFTEAK ' 42'-1" (a9.1 h MEAN ROOF HEIGHT Y 38'-10" (46.60)h T/ WALLS 25'-6" 3rd FLOOR F:F. Y 24' 4" T/ BOND BEAM 2nd FLOOR F.F. r _ 11'-3" T/ TIE BEAM _ 9'-4" (17.1)&, B/TIE BEAM Y MECH. B 10" A BEAM ALL ELEVATIONS SHOWN ALL ELEVATIONS SHOWN 8. REFERENCED TONAVD-88. 2 STRUCTURAL ILDING SECTION - LOOKING EAST REFERENCED E.318" -l'- SCALE: 3/8" = 1'-0" 5-10 SCALE: 3/8" = 1'-0" jmffemmm1'Y , 0 w Q REVISIONS: a No: DATE COMMENTS 0 a 0 U z W U uJ I U Uj 0 LL y®� Z 5� 0 g� 0 t a F- ;5 0 s z{ w 621 Z ,x w 1,21 -j U 0 ton L 1 I 2[lZ r V LL 3 aZRCr #�e. �'n.. aarg� 'a;y �z r 0 �'IV w l U 0 sr Z w J J Q I N w O 00 c� 1�t CO w 00 NI W Ln F cQ N 'X to c vI � U v } 0 0 0 O Z O W Q N F Vim) 0 M. lY z m0 U c 'o - aJ w of w — 00 0) H N o U _ o Q w F ao�LL -°� 0 •T4- � ^ LU � 0 LL Q a w Job Number. F Drawn By: rss V. Date: 03-20-19 Sheet Number' Z � 3 IVAN t5 I I ICI, REVISIONS: Not DATE COMMENTS Q A2 06-19-19 BLDG. DEPT. REV. a 0 U Z w a 0 45T-3" (3 59.2�7��)_U �\---------- ------ ---- ROOFPEAK I U 12 12 Q Q MEAN ROOF HEIGHT ► w F m t1 38' 10" (46.85) _ 38'-10' (46.65) 1 Z �� 0 T/ WALL T% WALL Q 1 F PRE-ENGINEERED WOOD N TRUSSES @ 24" O.C. SEE TRUSS ENGINEERING I FOR LAYOUT AND DETAILS. 0 r ®�. Q 1 Mo '' �x„ �_- STD. 8" MASONRY WALL v STD. 8" MASONRY WALL^ „tea W/ DUR-O-WALL HORIZ. m W/ DUR-O-WALL HORIZ. Ia 1 t awe a}, Z REINF. EVERY OTHER COURSE. REINF. EVERY OTHER COURSE. .,- w L G u #6 DOWELS @EACH FILLED #6 DOWELS @ EACH FILLED Gsa a' CELL PER STRUCTURAL PLANS. CELL PER STRUCTURAL PLANS. PROVIDE STD. 90" ACI HOOK. PROVIDE STD. 90° ACI HOOK, q `•t.1 LAP 48 BAR DIAMETERS MIN. LAP 48 BAR DIAMETERS MIN.Pu {� I 8" HOLLOW CORE PANEL W/ t. / I- LL 6" CONC. TOPPING. SEE SHOP a DRAWINGS &ENGINEERING j�— ) Q 25 6 25' 6" �� �� Z Z 3rd FLOOR F.F. .�,..__ FOR LAYOUT AND DETAILS. _ � V 3rd FLOOR F.F. - — - — — - — - 3rd FLOOR F.F. rs } v' � a 24'-4" 24'-4" Q �' T/ BOND BEAM- - — co — - -T/ BOND BEAM Y,., tr §W ,. U K O w 0 w m J J STD. 8" MASONRY WALL STD. 8" MASONRY WALL Q W/ DUR-O-WALL HORIZ. N W/ DUR-O-WALL HORIZ I REINF. EVERY OTHER COURSE. N REINF. EVERY OTHER COURSE. VI to O ao 1� 00 00W 00 N h #6 DOWELS @ EACH FILLED #6 DOWELS @ EACH FILLED Ln coo CELL PER STRUCTURAL PLANS. CELL PER STRUCTURAL PLANS. LU PROVIDE STD. 900 ACI HOOK. PROVIDE STD. 900 ACI HOOK. LAP 48 BAR DIAMETERS MIN. LAP 48 BAR DIAMETERS MIN. N v 8" HOLLOW CORE PANEL W/ Q } O 3" CONC. TOPPING. SEE SHOP 12'-2" (20.18 } DRAWINGS & ENGINEERING LOOR F.F. a FOR LAYOUT AND DETAILS. Q 12' a" _ _ _ _ 12` 22" 2nd FLOOR F.F. 2ndFLOOR F.F. f Q� 11' 3" 11' 3" s_ _ T/ TIE BEAM - — - — z — - — - T/ TIE BEAM r Z O Q 9'-�4"I(17.35) T-4" (17.3_5,)_ TIE BEAM - — - - - B/ TIE BEAM ► Q O(V L 3 In 0 O 0 M0 •0 Z M 3 x'Y�� U C 0 r o BREAKAWAY WALL SEE BREAKAWAY WALL SEE ° - p F SEE DETAIL 18/S-6. SEE DETAIL 18/S-6, w ' O W m m co m F N J U 2 0' � 0'�0" (8_02) Q ' 1st FLOOR F.F. I Q r Q 0 0' (8.02)_ 0 0' 0" (8.02))_lsl_� u W FLOOR F.F. 1st FLOOR F.F. � O IL )) 0 1'-10" 11101, - tv p GRADE BEAM — — - — T/GRADE BEAM r d 01 LU FO*:Oft U cc LL 0 REFER TO FOUNDATION DRAWINGSp,.,A�C` M ,�Job Number. W (SHEETS S-1, 5-2, S-3) BY CSM ENGINEERING, D� Cj� OVN ` ` / CJ C,E I FOR FOUNDATION, GRADE BEAM, SLAB &� O G AUGER PILE REQUIREMENTS &DETAILS. s Sot ^00 Drawn By. rss JUL 3 2019 c Date: 03-20-19 Sheet Number Z Permitting Department ALL ELEVATIONS SHOWN St. Lucie County, FL REFERENCED TO NAVD-88. r STRUCTURAL BUILDING SECTION - LOOKING EAST 0 5-10 SCALE3/8" = 1'-0" - MV, I I I i I - L � X-10" (46,60) _ T/ WALL i 25'-6" _ 3rd FLOOR F.F. 24'-4" 47/ BOND BEAM 12 5� _ Lu Q REVISIONS: < No: DATE ..,,COMMENTS 0 tL 0 U Z_ W a 7 F - - — - ------------- --- 45_-3" (-3" (53.02) W �\ ROOF PEAK Lu u 12 Q 5 2 _ _ 42'-1" (Q.85) — W MEAN ROOF HEIGHT T W 0 a LL _ 38'-10" (46.60) 0 T/ WALL _ k F TRUSSES PRE-ENGI@E24EO.WOOD It N C. SEE TRUSS ENGINEERING`�VL� FOR LAYOUT AND DETAILS. I p I IX itJ i "* STD. 8" MASONRY WALL i v STD. 8" MASONRY WALL W/ DUR-O-WALL HORIZ W/DUR-O-WALL HORIZ.va REINF. EVERY OTHER COURSE. REINF. EVERY OTHER COURSE. W ,TF wj 0 #6 DOWELS @ EACH FILLED #6 DOWELS @ EACH FILLED`=�w CELL PER STRUCTURAL PLANS. CELL PER STRUCTURAL PLANS. cLAJ (A m �� PROVIDE STD. 90" ACI HOOK. PROVIDE STD. 900 ACI HOOK.' LAP 48 BAR DIAMETERS MIN. LAP 48 BAR DIAMETERS MIN. 8" HOLLOW CORE PANEL W/ F DRAWINGLL O& EINGINEERINGOP 3rd FLOOR F.F. F� 1 f 0 Fes# w M NG. SEE FOR LAYOUT AND DETAILS. 3 �) u 25'-6" *� Z — - - 3rd FLOOR F.F. r } r 24 4 T° t a STD. 8" MASONRY WALL: W/ DUR-O-WALL HORIZ REINF. EVERY OTHER COURSE. — - -T/ BOND BEAM a qO U co X. " J1,, rLu ^ Z MW W J J STD. 8" MASONRY WALL Q v W/ DUR-O-WALL HORIZ. I N REINF. EVERY OTHER COURSE. V1 W O 00 19T 00 W 00 tD. 00 N Lit F #6 DOWELS @ EACH FILLED #6 DOWELS @ EACH FILLED `E Ln Q CELL PER STRUCTURAL PLANS. CELL PER STRUCTURAL PLANS. N 00 F PROVIDE STD. 90" ACI HOOK, PROVIDE STD. 90" ACI HOOK. LAP 48 BAR DIAMETERS MIN. LAP 48 BAR DIAMETERS MIN. c v 8" HOLLOW CORE PANEL W/ } a 3" CONC, TOPPING. SEE SHOP 12'-2" (19.93) ) DRAWINGS &' ENGINEERING— p FOR LAYOUT AND DETAILS. 2nd FLOOR F.F. 0 12'2" n __ 1_2'2" U 2nd FLOOR F.F. - - — — - nd FLOOR F.F. `r _ _ 1 f'3" 11'-3�� T/ TIE BEAM - — - — T/ TIE BEAM Y Z _ O Q B(TIE BEAM - - - B/ T E BEAM Q w ul e- 0 o m 0 ;I Z mu J j LL ¢ v¢ Q t7 b3 m fi ._� BREAKAWAY WALL SEE BRE S BREAKAWAY WALL SEE � _� r� O O u W SEE DETAIL 18/S-6. SEE DETAIL 18/S-6. ¢ E�� � � W w rNn m N-J u. O'-00'-0„"((7_77) 1st F100R F.F. I O Q c _ _ 0 -0 (7.77) I� Lu W FLOOR F.F. - 1st FLOOR F.F. F C) LL T/GRADE BEAM- — - — - — T/GRADE BEAM W "LL REFER TO FOUNDATION DRAWINGS (SHEETS S-1, S-2, S-3) BY CSM ENGINEERING, �`� W FOR FOUNDATION, GRADE BEAM, SLAB & ®\` Job Number: F AUGER PILE REQUIREMENTS & DETAILS. Drawn By: rss Date: 03-20-19 Sheet Number Z ALL ELEVATIONS SHOWN 1 STRUCTURAL URAL BUILDING SECTION - LOOKING EAST REFERENCED TONAVD-88. 5-10 SCALE: 3/8° = 7 "p„ / 4 _ F A/C GENERAL NOTES 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, & EQUIPMENT TO INSTALL COMPLETE AND OPERATING HVAC SYSTEMS. 2. THE MECHANICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS. 3. THE MECHANICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AS SHOWN ON THE SCHEDULES OR ON THE DRAWINGS, OR APPROVED SUBSTITUTE. 4. THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE OF WORK ACCEPTANCE, EXCEPT THE COMPRESSORS WHICH SHALL HAVE A MINIMUM FIVE (5) YEAR GUARANTEE. EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES (UQ APPROVED. 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, AND CONTRACTORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ALL SWITCHES AND POWER/CONTROL WIRING. 6. INSTALLATION SHALL BE IN COMPLIANCE WITH THE LOCAL, STATE; NATIONAL AND FLORIDA ENERGY CODES, INCLUDING FBC-MECHANICAL/RESIDENTIAL 2010 EDITION. 7, INDICATED DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 8. EACH BRANCH TAKE -OFF AND EACH SUPPLY AIR REGISTER (SR) SHALL HAVE AN EXTRACTOR WITH LOCKING OPERATOR. RECTANGULAR ELBOW OF 45 DEGREES & LARGER SHALL HAVE DOUBLE THICKNESS TURNING VANES. 9. ALL RECTANGULAR DUCTWORK SHALL BE FABRICATED FROM 1-1/2 INCH (R-6) JOHNS-MANVILLE 1-M MICRO AIRE SD/MF FIBERGLASS DUCT BOARD & INSTALLED PER RECOMMENDATIONS OF THE MANUFACTURER & SMACNA. 10. ALL RETURN FLEXIBLE DUCTS SHALL BE THE SAME TYPE AS THE SUPPLY FLEXIBLE DUCTS WITHOUT DAMPER EXTRACTORS. 11. PLACE CONDENSING UNITS (CU) ON FOUR (4) INCH CONCRETE SLABS AS E HALF 1/2) INCH NEOPRENE VIBRATION SHOWN ON DRAWINGS. PROVIDE ON - ISOLATORS UNDER CONDENSING UNITS. 12. PROGRAMMABLE THERMOSTATS FOR HVAC UNITS SHALL HAVE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHES AND SHALL BE APPROVED BY EQUIPMENT MFR. 13. REFRIGERANT PIPES SHALL BE TYPE"L" COPPER WITH WROUGHT COPPER OR WROUGHT BRASS FITTINGS AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. 14. WRAP EACH SET OF LIQUID & SUCTION PIPES IN ONE-HALF (1/2) INCH ARMAFLEX. 15. CONDENSATE DRAIN PIPES SHALL BE 3/4" PVC (SCHEDULE 40) WITH TRAPS, TERMINATED W/ P-TRAPS OUTSIDE BUILDING EXTERIOR. VERIFY IN FIELD. 16. PROVIDE EMERGENCY DRAIN PAN UNDER AIR HANDLING UNIT. 17. EACH EMERGENCY CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) AND HAVE A FLOAT SWITCH. 18. THE MECHANICAL CONTRACTOR SHALL TEST AND BALANCE THE SYSTEM TO THE AIR FLOWS AS SHOWN ON THE PLAN. BALANCE AIR FLOWS WITHIN FIVE (5) PERCENT OF THE DESIGN VALUES. 19. AIR HANDLERS TO HAVE ELECTRIC HEAT, PER SCHEDULE, 20. CONDENSATE LINES SHALL BE INSTALLED BY THE HVAC CONTRACTOR. 21. PROVIDE ALL NECESSARY LABOR AND MATERIALS REQUIRED TO INSTALL HVAC EQUIPMENT, DUCTWORK, DAMPERS, THERMOSTATS, CONTROL WIRING AND CONDUIT, AND RELATED APPURTENANCES. 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE AND LOCAL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY ALL FEES ASSOCIATED WITH SAME. 23. ALL MATERIALS SHALL BE NEW, UNUSED AND FREE FROM DEFECTS. 24. ALL DUCT SIZES GIVEN ARE FREE AREA DIMENSIONS. WHERE DUCTS ARE CONSTRUCTED OF FIBERGLASS MATERIAL ALLOWANCE MUST BE ADDED TO SIZE GIVEN TO DETERMINE OVERALL DIMENSIONS OF DUCT. 25. SPIN IN COLLARS FOR FLEXIBLE DUCT SHALL BE OF THE DAMPER/EXTRACTOR TYPE MODEL FDESC AS MANUFACTURED BYCLEVAFLEX. FLEXIBLE DUCT SHALL BE CONNECTED TO THE SPIN COLLAR AND DIFFUSER NECK WITH PLASTIC BANDS. ALL CONNECTIONS SHALL BE TAPED WITH A TAPE APPROVED BY THE FLEXIBLE DUCT MANUFACTURER AND VAPOR SEALED WITH MASTIC. 26. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING, INCLUDING CONDUIT, FOR MECHANICAL DEVICES, THERMOSTAT, ETC. 27, SEE AHU MOUNTING DETAIL THIS SHEET. 28. HVAC DUCT ROUTING IS DIAGRAMMATIC ONLY. FIELD VERIFY MOST EFFICIENT ROUTING WHILE COORDINATING AROUND STRUCTURAL ELEMENTS AND MAXIMIZING ATTIC STORAGE AS APPLICABLE. R-6 FLEX DUCT R-6 FIBERGLASS DUCT BAND THREADED PROVIDE VIBRATION RODS (TYPJ ISOLATION MOUNTS AIR HANDLER S/A I I - UNIT BAND EXTRACTOR tQUADRANT SPIN -COLLAR LOCK TYPE EMERGENCY CONDENSATE W/ DAMPER OPERATOR DRAIN PAN. FLEX DUCT INSTALLATION DETAIL ATTIC HORIZ. AIR HANDLER UNIT DETAIL N.T.S. N.T.S. RFRG. SUCTION & AIR EXTERIOR LIQUID PIPES DOWN HANDLER WALL - FROM UPPER AHU. UNIT BEACH PORCH b1 } THIS MECHANICAL PLAN IS INTENDED TO INDICATE 111111112 THE REQUIREMENTS OF THE OWNER. THE DETAILS F OF THE MECHANICAL SYSTEM SHALL BE DETERMINED BY A MECHANICAL CONTRACTOR LICENSED REVISIONS: ACCORDING TO CHAPTER 469 OF FLORIDA STATUTES No: DATE COMMENTS O AND BY THE LOCAL BUILDING DEPARTMENT. THIS 0, DESIGN IS ALLOWED BY CHAPTER 471 FOR f1 MECHANICAL SYSTEMS NOT EXCEEDING 15 TONS Q OR ACCOMMODATES 100OR FEWER PERSONS. U z LU d H W F I U Q yj HB LP Q W U It tl t t CABANA 11 Q BATH it tl L W Z 4X6 3W r 5X5 50 CFM `, a Q1OX104W a EF-2 I Tr N 200 CFM 80 CFM �{ JB" l t BATH EXHAUST VENT W/ ALUMINUM nN1 O 4 0 WALL CAP, PROVIDE SUBMITALLS. D t i VERIFY W/ OWNER IONSTORAGE r xr llul m m, 'R I'1 M c 6 1.1 rg 4 t o CU-3 COILS MUST BE PROTECTED � L1.rt t Z LU 1OX10 4W W/ ANTI -CORROSION CC 200 CFM COATING, TYB ALL UNITS. �"1 � w, It ;, I 20X16 RF b P � p�@) U 'I VERIFY T-STAT T4 600CFM +� L LO CATION W/OWNER a, 3 4 4X4 4X4 C CU 2T� �`- PROVIDE DRYER BOX �! I 1 it IMPORTANT CLEARANCE NOTE: x °L W 4" 0 DRYER WALL EXHAUST VENT It ALCOVE DIMENSIONS BASED ON THE EXACT _ _ - EQUIPMENT DIMENSIONS &CLEARANCES PROVIDED E W/ HOOD &INSECT SCREEN 1 t I � _ , , ,„„ / 1 i o �S THRU CMU WALL -+. U p ' _ -, r' / 8Y THE MFR. FOR EQUIP. SPECIFIED IN SCHEDULE El4gkP t i 4X61W / i 1 IF ALTERNATE EQUIP. IS PROPOSED & APPROVED, BY ;, , z -- THE OWNER &ARCHITECT. IT IS THE RESPONSIBILITY { - 5CFM ELEV 1 tt 1-t -- -- OF THE GENERAL CONTRACTOR & MECHANICAL tit _ --: ,� 1 t �„ CONTRACTOR TO COORDINATE &ENSURE REQ'D. LAUNDRY i t VV 106 I � � � CLEARANCES ARE PROVIDED, OR IF THE ALCOVE , f�'�' 0 _ _ DIMENSIONS NEED TO BE MODIFIED. HB 0 LA.J W , ,aa it '��{ s, C nrta s aJ uit I HALL � 4X61W „,,' ,�,' a, W,,(",� ��„�.�" ��hr. �,� .;t�Di'^�� ��z�r��:'a: �z' 5' �,1 l l 1" FIRE RISER, REFER TO It SCFM 1 4 ; ----- -✓"" FIRE SPRINKLER DRAWINGS '�• l t Ll FOR COMPLETE DETAILS. CLOSET z it 105 TANKLESS WH #1 (LP) i W 4X4 TANKLESS WH #2 (LP) totj �,,, PROVIDE DUCT &:WALL EXHAUST TANKLESS WH #3 (LP) VENT AS PER WATER HEATER MFR. J 30CFM APPROVED METHODS & PER CODE, Q I N IMPORTANT LAYOUT NOTE; 0W ' I DUCTWORK SIZING &'ROUTING DESIGNED TO oD N- F AVOID POTENTIAL CONFLICTS & MAXIMIZE c ur) i 1 STAIR CEILING HEIGHTS. VERIFY W/ ALL TRADES FOR ANY o`no LU 103 ADDITIONAL CONFLICTS BEFORE INSTALLATION ^ F i l , i i AND BEFORE ANY RE -SIZING OR RE-ROUTING OF 4! 1,0 I i t SYSTEMS AS SHOWN PER THESE PLANS. N � (� u 4- GARAGE } --- ❑ O 0 1t fA it it it Q w 11 0 Q it It CD III CL 8X8 4W QHQ 110 CFM `= LL IMPORTANT NOTES: 1. ALL EXHAUST FANS, SUPPLY & RETURN GRILLES SHALL BE ALIGNED, CENTERED AND/OR SYMMETRICAL 2. PROVIDE OFFSETS FROM WALLS AS REQ'D. TO ALLOW TO ALLOW FOR CROWN MOULDING, ETC. 3. COORDINATE W/ OWNER, ELECTRICIAN, & CONTRACTOR `. FOR ALL LOCATIONS. 4. ALL EXHAUST DUCTWORK SHALL BE ROUND METAL 1 SNAP-LOK OR APPROVED SUBSTITUTE. 5. ALL HOLES / PENETRATIONS IN CONCRETE SHALL BE FORMED & POURED W/ SLEEVESiOR DRILLING USING A DIAMOND CORING BIT.', '> FOYER woa LEGEND �a ccn 0 0 0 i toz - - .. - - - _,. _ n Z M ns O THERMOSTAT I .a z z RETURN AIR GRILLE T = O W { l ELEC.1 PANEL'A' I . N ,: ® SUPPLY AIR GRILLE r c Q t It ELEC.Ith ELEC. e� r o O UPR GUTTER E RFRGPIPES RUN CONDENSATE DRAIN PANa, CONSERVATION NOTES. ENERGY, I EXTERIOR OF WALL o IN GALV. GUTTER �° OVERFLOW SWITCH. O 1. RESIDENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH W/ 1/2" ARMAFLEX. AIR HANDLER STAND 2017 FBC - ENERGY CONSERVATION CODE. CONDENSER SEAL ALL 2. ATTIC ACCESS SCUTTLES OR HATCHES SHALL BE WEATHER n UNIT I PENETRATIONS STRIPPED & INSULATED AS PER 2017 FBC-EC R402.2.4. ( WATERTIGHT PROVIDE OPENINGS IN 3. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO HURRICANE ANCHOR CORNER AND INSULATE ¢ ti SLAB ¢ HOLLOW{ORE SLAB. LIMIT AIR LEAKAGE IN ACCORDANCE WITH 2O17 FBC R R402.4:1 CLIPS @ EA. - - BUILDING �� THRU R402A.5 W/ 1/4" x 2" TAPCONS. - . 4. A BUILDING AIR LEAKAGE TEST SHALL BE PERFORMED AS PER CONCRETE PAD 2017 FBC-EC R402.4,1.2, i.e. BLOWER DOOR TEST. " SEE PLAN. HOLLOW CORE FLOOR 5. WINDOWS, SKYLIGHTS, &SLIDING GLASS DOORS SHALL HAVE SYSTEM: 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. I � t ' i L H� HB ENTRY PORCH J cpMp N L - - - - - - - - - - - v a OCG 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. AND MUST BE TESTED, LISTED, AND LABELED AS PEA 2017 �. �. NEOPRE NE PADS v FBC EC R402.4.3. CONDENSER UNIT DETAIL CLOSET VERT. AIR HANDLER UNIT DETAIL 6. CONCTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD AS PER 2017 FBC-EC R401.3. 1 ; N.T.S. Ni.-i' , M-1 FLOODELEVATION NOTE: 1. ALL EQUIPMENT INCLUDING RECEPTACLES, SWITCHES, MOTORS, DISCONNECTS ETC. SHALL BE MOUNTED ABOVE FLOOD ELEV. 7.0 y i`S'�x'a� -"" a' ' col rep SCALE: 114" 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% PORCHES: COVERED PO C S 89F. 8.0 % . 4 'S COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. H co rn co I U Q O � Q W F Ng�> M"�= aW = w 0 LL a W Job Number: F Drawn By: rss Date: 03-20-19 Sheet Number z 3 i I�� THIS MECHANICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS OF THE MECHANICAL SYSTEM SHALL BE DETERMINED BY A MECHANICAL CONTRACTOR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES NO: DATE COMMENTS 0 F AND BY THE LOCAL BUILDING DEPARTMENT. THIS IL DESIGN IS ALLOWED BY CHAPTER 471 FOR cC MECHANICAL SYSTEMS NOT EXCEEDING 15 TONS 0 OR ACCOMMODATES 100 OR FEWER PERSONS. U z LU U LU OCEAN PORCH SUNRISE PORCH U < HB I HB LU LP tA I 7 1 ir LF Ur 0 MASTER 12X124W 12Xl 2 4W 215 CFM BEDROOM 215 CFM z 0 < N GREAT ROOM LL o 1OX10 4W 1OX104W 9110 9110 k'o 200 CFM 200 CFM 01 < -�4 192:1. 4.0 6X6 4W E- l0 CFM Z LU 3 "Al VERIFY T-STAI Ll. 0 LOCATION W/ 7"0 VERIFY T-STAT 6X6 4W OWNER. 100 CFM U) LOCATION W/ OWNER. .1 KITCHEN 80 0 K �Z LL 8X8 4W 8X8 4W 0 125 CFMRe 125 CFM ELEV MASTER 8X8 4W BATH 150 CFM CL z ELEV 6) 6 3W 110 611 CFM 0 U -MICROWAVE W/ FILTER I 'I I lim LT-- Lrl 0 5X5 CARTRIDGE NO VENT REQ'D. 4"0 VIERIFYW/OWNER. 4X6 3W LU 0 20 CFM N 4 BATH EXHAUST VENT W/AWMINUM M EXHAUST HOOD HALL W-C- 4"0 0 6X6 Ann rpm MAX WALL CAP, PROVIDE SUBMITALLS. d— E I VERIFYW/OWNER. (90 ""(,— 6"o z EF-1 STAIR 4' ROOM 50 CFM✓► EF-1 7LIJ 7-777M s7ER _dw 6X6 3W 50 CFM BATH EXHAUST VENT W/ ALUMINUM ED STAIR HALL 4"0 EF-1 SOFFIT GRILLE, PROVIDE SUBMITALLS, WE 30 CFM 50CFM_j/ VERIFY W/ OWNER. R/A DUCT RUN UNDER 8X32-1 KITCHEN HOOD EXHAUST VENT < SUPPLY DUCT, DROPPED i po W/ ALUMINUM M I N U M WALL CAP, (A BACKDRAFT & INSECT SCREEN, MECH. CEILING/SOFFIT REQ'D. KB k LIJ FIELD VERFIY. PROVIDE SUBMITALLS. AHU-2 ----------- I . 25X16 RF VERIFY PROVIDE DRYER BOX o co 14X20 S/A DUCT & q 00 Uj 71 10 CFM 00 to RF MAKEUP AIR NOTE: 12X20 R/A DUCT DOWN I co r�j 4"0 DRYER WALL EXHAUST VENT I IF EXHAUST HOOD EXCEEDS FD I— a) -0 W Ln 170 CFM 1OX104W 800 CFM, MAKEUP AIR IS W/ HOOD & INSECT SCREEN Ln BX24 TO 2nd FLOOR. =_ ]_�� �l 14X20 S/A DUCT & 120 CFM REOD, PER FBC-M 505.2(b). THRU CMU WALL. 000 12X20 R/A DUCT DOWN 5X5 BEDROOM #2 LU FROM 3rd FLOOR, MASTER ri BX8 4W Ln 1 6 (6 3W MWEM171MW �MS, CLOSET 180 CFM EE 6) CFM 4X6 3W I 6X6 4W 10 CFM 50 CFM 0 CLOSET 'oj 30" X 54" PULL DOWN U 5.-/ 10,10 L ATTIC SCUTTLE AT THE i VI LOWER 10'-0" H. CEILING. z 12X12 RF 8"0 BATH #2 Jc: 0 240 CFM ' CLOSET 4X63W BATH EXHAUSTVENTW/ALUMINUM �80 12Xl 2 RF 40 CFM EF- WALL CAP, PROVIDE SUBMITAU.S. 180 CFM C) U.1 a WAN 80 CFM VERIFY W/ OWNER. I I Q c\1 4X6 4X6 3W 5X5 X6 3W 5X5­J 0J 4X6 3W CLOSET 10CFM 4" Ln 0 40 CFM 40 CFM \ 12X12 RF BATH #1 4X4 i BATH #3 -e 'RT O� 0 Cn 0 (zo z co U M EF-2 IFO-C2 Z BATH EXHAUST VENT W/ ALUMINUM 8 F WALL CAP, PROVIDE SUBMITALLS. M c 0 80 CFM LU VERIFY W/ OWNER. 4`0 a: 4"0 BATH EXHAUST VENT W/ ALUMINUM SOFFIT GRILLE, PROVIDE SUBMITALL! 'If VERIFYW/OWNER. 0 0 U BEDROOM #3 BEDROOM #1 IMPORTANT LAYOUT NOTE: DUCTWORK SIZING & ROUTING DESIGNED TO RIVER PORCH AVOID POTENTIAL CONFLICTS & MAXIMIZE SUNSET PORCH 1OX104W CEILING HEIGHTS. VERIFY W/ ALL TRADES FOR ANY 1OX104W 200 CFM 190 CFM = ADDITIONAL CONFLICTS BEFORE INSTALLATION AND BEFORE ANY RE -SIZING OR RE-ROUTING OF SYSTEMS AS SHOWN PER THESE PLANS. L - - - - - - - - - - - _ov% so GOIDE 00� "�l 4 2nd FLOOR AIR CONDiTi F N­%Z -2 SCALE: 114" = 1'-0" �V %:q L q ohs P I Ag a w� W z 3rd FI 5CALE: 7 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.R 8.0 % COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.R TOTAL GROSS AREA: 6,0130 S.F cotv rn (D U Uj LU LL ce LU ce 0 LU LL Job Number. Drawn By: rss (A Date: 03-20-19 Sheet Number z (-ELECTRICAL GENERAL NOTES 1. THE SCOPE OF WORK SHALL CONSIST PRIMARILY OF THE FOLLOWING: A. PROVIDE AND INSTALL LIGHTING FIXTURES, RECEPTALCES AND ALL CONNECTIONS FOR EQUIPMENT FOR RESIDENCE. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, CITY OF LAKE WORTH BUILDING CODES. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. 5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OWNER 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES. INCLUDING THE POWER, TELEPHONE AND CABLE TV COMPANIES, AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE PROPOSAL. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL -BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TO THEIR SPECIFICATIONS. 7. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC. ARTICLE 250. THE GROUNDING SYSTEM SHALL NOT EXCEED A 48 HOUR DRY RESISTANCE OF 10 OHMS. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. 8. AN EQUIPMENT GROUND WIRE SIZED PER THE NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. 9. ALL EQUIPMENT SHALL BE NEW AND UNUSED AND UL LISTED. 10. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING EQUIPMENT: PANELBOARDS, LIGHTING ASSEMBLIES, PULL BOXES, DISCONNECT SWITCHES, CONDUIT AND WIRE, CIRCUIT BREAKERS AND EQUIPMENT ENCLOSURES. 11. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER, 12. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 13. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND VERIFY ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY INSTALLATION. 14. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS, THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATION. 15. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE CONDUITS SHALL BE BLUE "SMURF" FLEXIBLE TUBING (U.O.N.). 16. COLORED TAPE SHALL BE PLACED ON TOP OF AND ALONG THE ENTIRE LENGTH OF ALL UNDERGROUND CONDUITS ACCORDING TO THE FOLLOWING SCHEDULE: POWER: RED ALL OTHER CONDUITS: GREEN 17. FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND 3' IN LENGTH. 18. TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD AND TERMINAL BLOCK SCHEDULES IN EACH CONTROL CABINET. 19. ALL REFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVED EQUAL" BASIS. 20. ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. 21. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OF PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULL -BOXES AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE. 22. BALANCE ALL LOADS AT THE END OF PROJECT WITH ALL LIGHTS ON. 23. ALL DISTRIBUTION EQUIPMENT SHALL HAVE AIC RATINGS TO WITHSTAND THE FAULT CURRENT SUPPLIED TO THE PROJECT. COMPLY NEC 110-9 & 110-10. 24. IT IS NOT THE INTENT OF THESE PLANS TO SHOW MINOR DETAIL AT CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE IN PRIOR WORKING ORDER 25. ALL HOME RUNS OF 100 FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #10. 26. ALL HOME RUNS OF 200 FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #8. 27. PROVIDE RECEPTACLES THAT MATCH THE EQUIPMENT PLUGS. ALL RECEPTACLES SHALL BE GROUNDING TYPE. 28. LOAD DATA IS BASED ON INFORMATION GIVEN AT THE TIME OF DESIGN. VERIFY SIZE, CONDUCTOR, PROTECTION DEVICES, ETC, REQUIREMENTS OF ALL EQUIPMENT PRIOR TO ORDERING OR INSTALLATION. 29. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, POWER/ CONTROL/COMMUNICATIONS WIRES, DISCONNECT SWITCHES AND OVER -CURRENT PROTECTIVE DEVICES FOR ALL MECHANICAL EQUIPMENT. ALL CONDUITS, WIRES, SWITCHES AND 1-BOXES SHALL BE SIZED IN ACCORDANCE WITH NEC. ALL FUSES AND BREAKERS SHALL BE SIZED AS REQUIRED BY THE EQUIPMENT MANUFACTURER IF EQUIPMENT IS DIFFERENT FROM THAT SPECIFIED. CONTRACTOR SHALL MAKE THESE CHANGES AT NO ADDITIONAL COST TO THE OWNER. 30. PROVIDE ARC -FAULT INTERRUPTER PROTECTION & TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE. 31. PROVIDE ARC -FAULT INTERRUPTER PROTECTION TO ALL BEDROOM CEILING FANS & SMOKE DETECTORS. 32. PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS. 33. VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO ANY INSTALLATION OWNER SHALL DIRECT LOCATION ON ALL SPECIAL RECEPTACLES & WIRING. 34. PROVIDE WHOLE HOUSE SECURITY SYSTEM - VERIFY W/ OWNER. COASTAL CONSTRUCTION APPROVED EXTERIOR LIGHTING FIXTURE SCHEDULE: QA RECESSED CEILING FIXTURE: DASAL INDUSTRIES'AQUAAMBER LED' MODEL NO. DLD-F-AMB-3L-120,2-115-01-C-AMB-FL-HC W/ HONEYCOMB FILTER WILDLIFE LIGHTING CERT. NO.2012-041. BQ RECESSED WALL/COLUMN FIXTURE: SPJ LIGHTING INC.'STEPUGHT' W/ AMBER LED MODEL NO. SPJGDG-3EB-TF. MOUNTED AT MAX. 24" A.F.F ON 1ST FLOOR & MAX. 12" A.F.F. ON ALL FLOORS ABOVE GROUND LEVEL. WILDLIFE LIGHTING CERTIFICATION NO.2012-007, © WALL FIXTURE: THE COPPERSMITH 'ADAMS COLLECTION SCONCE' MODEL NO. AS-(41-44)-E-TLA W/ WILDLIFE CERTIFIED BULB. MOUNTED AT T-O" ABOVE 1ST FLOOR FINISH FLOOR MAX. WILDLIFE LIGHTING CERTIFICATION NO.2014-015. Q CEILING PENDANT FIXTURE: THE COPPERSMITH 'ADAMS COLLECTION PENDANT' MODEL NO. AS-41-TRTL W/ WILDLIFE CERTIFIED BULB. MOUNTED AT T-O" ABOVE 1ST FLOOR FINISH FLOOR MAX. WILDLIFE LIGHTING CERTIFICATION NO. 2009-002. ELECTRICAL LEGEND 0 SURFACE MOUNTED LIGHT ALLOWANCE BY OWNER. RECESSED HI -HAT CEILING MOUNTED V X 4' FLUORESCENT LIGHT FIXTURE WALL SCONE UNDER CABINET LIGHT 5 SOLAR TUBE W/ LIGHT KIT / F F = FAN ONLY FL =FAN W/ LIGHT KIT 120/240, 20 AMP, QUIET TYPE + 48" A.F.F. $3 120/24OV, 20 AMP, QUIET TYPE + 48" A.F.F., 3-WAY SWITCH p DIMMER SWITCH, PUSH BUTTON WITH LEVER. DOORJAMB SWITCH 20 AMP 120V, DUPLEX + " 0 , DU EX RECEPTACLE, GROUNDING TYPE 18 A.F.F. U.O.N. 20 AMP, 120V, QUADRUPLEX RECEPTACLE, GROUNDING TYPE +18" A.F.F. U.O.N. 120V, SINGLE DEDICATED RECEPTACLE, GROUNDING TYPE, AMPS PER PLAN. ® 220V, 1 PHASE RECEPTACLE, AMPS PER PLAN 0 PANELBOARD, SEE SCHEDULES # y E:� DISCONNECT (# = NO. OF POLES / X = FRAME SIZE / Y = FUSE SIZE) 4 MOTOR/PUMP PS EXHAUST FAN JQ JUNCTION BOX SD SMOKE DETECTOR © CARBON -MONOXIDE DETECTOR SDCM COMBINATION SMOKE & CARBON -MONOXIDE DETECTOR TELEPHONE OUTLET AT 18" A.F.F. Q DATA OUTLET AT 18" A.F.F. PB GARAGE DOOR PUSH BUTTON Q CABLE OUTLET DC DOOR CHIME fPADI SECURITY KEY PAD ❑M MOTION SENSOR © CONTACT FOR DOORS/WINDOWS AHU AIR HANDLING UNIT CU CONDENSING UNIT WH WATER HEATER GFI GROUND FAULT CURRENT INTERRUPTER WPGFI WATER -PROOF GROUND FAULT INTERRUPTER VP VAPOR PROOF D DIMMABLE DED DEDICATED AFCI ARC FAULT CURRENT INTERRUPTER RECEPTACLE BID NOTES: THE ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL OF THE WORK SHOWN ON THE ELECTRICAL PLANS MEETS OR EXCEEDS ALL CODES. BRING ANY CONFLICTS TO THE GENERAL CONTRACTOR'S ATTENTION PRIOR TO BIDDING. ELECTRICAL CONTRACTOR SHALL THROUGHLY REVIEW THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL PLANS TO ENSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND/OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED IN THE BID. NOTIFY THE GENERAL CONTRACTOR OF INTENT TO EXCLUDE ANY ITEMS PRIOR TO BIDDING, ELECTRICAL CONTRACTOR IS ADVISED TO FIELD VERIFY EXISITING CONDITIONS PRIOR TO BIDDING. EVERYTHING REQUIRED TO MEET FIELD & PROJECT REQUIREMENTS SHALL BE INCLUDED IN BID. COMMENCEMENT OF WORK, IS EVIDENCE SUCH VERIFICATION HAS BEEN MADE. ANY FUTURE CLAIMS FOR ADDITONAL MATERIALAABOR DUE TO EXISTING CONDITIONS WILL NOT BE APPROVED. COMMUNICATION NOTES: 1. CABLE-COMCAST SERVICE AND CONNECTION BY OWNER 2. PHONE BOXES & WIRING SHALL BE INCLUDED IN ELECTRICAL CONTRACTOR'S PRICE. PHONE SYSTEM CONNECTION OF SERVICE & PHONE LINE TO HOUSE BY OWNER. 3. NO SPEAKER INTERCOM, OR (CCTV) SECURITY CAMERA SYSTEMS INCLUDED. 4. PROVIDE STRUCTURAL WIRING SYSTEM FOR CABLE & PHONE HOME RUN FOR EACH SEPARATE ROOM. INCLUDE RECEPTACLE FOR AMPLIFIER INSIDE BOX, LOCATE IN HANGAR AS SHOWN. FIELD VERIFY LOCATION W/ OWNER. HABITABLE ROOM LIGHTING REQUIREMENT:. PER 2017 FBC R303.1 & R303.1.2. 1. EACH HABITABLE ROOM SHALL HAVE A AGGREGATE GLAZING AREA AT A MIN. OF 8% OF THE FLOOR AREA OF THE ROOM. 2. GLAZING NOT REQ'D. IF ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE OF 6 FOOTCANDLES (65 LUX) AT 30" ABOVE THE FLOOR. 3. ELECTRICIAN SHALL CONFIRM LIGHTING LOCATIONS SHOWN & SUPPLY LIGHTING FIXTURES ACCORDINGLY TO ENSURE THE MIN. REQ'S. ARE MET OR EXCEEDED. NEENNEA STAIRWAY LIGHTING REQUIREMENT: PER 2017 FBC R303.7. 1. STAIRWAYS SHALL BE ILLUMINATED BY A ARTIFICIAL LIGHT SOURCE CAPABLE OF PRODUCING AT MIN. 1 FOOTCANDLE (11 LUX) AT THE CENTER OF TREADS & LANDINGS. 2. ELECTRICIAN SHALL CONFIRM LIGHTING LOCATIONS SHOWN & SUPPLY LIGHTING FIXTURES ACCORDINGLY TO ENSURE THE MIN. REQ'S. ARE MET OR EXCEEDED. ALL ELECTRICAL WORK TO COMPLY WITH THE LATEST NATIONAL ELECTRIC CODE. IMPORTANT INSTALLATION LAYOUT NOTES: 1. ALL ELECTRICAL FIXTURES RECEPTACLES , & SWITHCES SHALL BE ALIGNED, CENTERED AND/OR SYMMETRICAL WHERE POSSIBLE. 2. PROVIDE OFFSETS FROM WALLS AS REQ'D. TO ALLOW FOR CROWN MOULDING, ETC. 3. COORDINATE W/ OWNER A/C CONTRACTOR & CONTRACTOR FOR ALL LOCATIONS. 4. CONFIRM ALL DIMMER SWITCH LOCATIONS W/ OWNER. IMPORTANT NOTES: 1. MIN. #12 WIRE OR LARGER, NO EXCEPTION. 2. ALL BREAKERS SHALL BE MIN. 20 AMP. 3. ALL RECEPTACLES SHALL BE AFCI, TYP. SEE NOTE. (EXCEPT FOR GFI RECEPT.) 4. SWITCHES SHALL BE DECORA TYPE. S. KITCHEN RECEPT. TO BE DECORA TYPE. 6. SWITCHES & RECEP. TO BE WHITE U.N.O. 7. MOUNT RECEPTACLES @ 18' A.F.F. U.N.C. B. ALL RECEPTACLES TO BE TAMPER -PROOF. AFCI NOTE: ALL 120 V, SINGLE PHASE, 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC. ROOMS, OR SIMILAR ROOMS/AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION -TYPE, INSTALLED TO PROVIDE OF THE BRANCH CIRCUIT (NEC 210-12(B)). SWITCHING AND WIRING NOTES: 1. TYPICAL ALL RECESSED, ACCENT, COFFER LIGHTING IN BEDROOMS, LIVING, HALLWAYS, & MAIN AREAS TO BE CONSIDERED DIMMABLE. VERIFY W/ OWNER. 2. SWITCHING & WIRING LAYOUTS SHOWN ARE DIAGRAMMATIC. SWITCH BANK SWITCHING ORDER MAY DIFFER, VERFIY W/ OWNER. 2. SWITCH BANKS OF (5) OR MORE SHOWN IN (1) ROW MAY BE SEPARATED INTO (2) STACKED SWITCH BANKS OF EQUAL NUMBER, VERIFY W/ OWNER II II BEACH PORCH II II II HB WPGFI CABANA 48 BATH \ EF- ' I I I STORAGE VP -- - FL < � I) I ll UI 11 11 it I AFCI OUTLETSTYP. I ll ll 11 lP \ ll ll LAUNDRY 106 tt i D ELEV t' it ( W PG / / ® i L`N 1 1 t /rr48GI AHU-1 48"GF CLOSET (ABOVE)it t t M 2nd FLP HALL I 1l SWITCH 104 48"GFI it 1 I1 / tl / 48" WALL SCONCE AT 71 80" ABOVE STAIR TREAD. VERIFY LOCATION & \ HEIGHT W/ OWNER I I ll STAIR\ I \ I tl I ( i 1 103 it - 1.1 ll ll it it 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 ELEVATION NOTE: 1. ALL EQUIPMENT INCLUDING RECEPTACLES, SWITCHES, MOTORS, DISCONNECTS ETC. SHALL BE MOUNTED ABOVE FLOOD ELEV. 7.0 WPGFI Id] I � GARAGE I / 48"GFI � i I FOYER I I I y�GARAGE DOOR 1 1. ELEC. I \ PANEL 'A' Dr \' 48"GFI \ ELEC. PANEL'B' - l I / /DOOR P I BELL I I WPGFI I I ENTRY PORCH J r------------------ _- WALL SCONCES MOUNTED @ 80" ABOVE 1st FLR. F.F. CONFIRM W/ OWNER. 1st FLOOR ELECTRICAL PLAN Ed THIS ELECTRICAL PLAN T INTENDED TO INDICATE -� 0 THE REQUIREMENTS OF THE OWNER. THE DETAILS w OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTROR LICENSED REVISIONS: ACCORDING TO CHAPTER 489 OF FLORIDA STATUTES No: DATE COMMENTS O AND BY THE LOCAL BUILDING DEPARTMENT. THIS a DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP CC OR LESS RESIDENTIAL SERVICES OR 800 AMP O OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. U Z W F I I HOT TUB BY OWNER. W I H WPGFI @ 126" AF.F 2 OR IN CEILING, VERIFY v LOCATION, SWITCHING, Q & REQ'S. W/ OWNER. PROVIDE DEDICATED Q HOT TUB OUTLET. w VERFIY REQ'S. W/ OWNER. F it GFI tl n p 1t � �.. LL CENTER VANITY LIGHTS OVER SINKS 84" ASS Z ll ' 0 1 N I- W � N z �I ,� it Q 0 it 011 Q h � Duo SOA PORTABLE BACKUP W �` M I POWER GENERATOR `,J ^ H SUPPLY/INPUT OUTLET. O I VERFIY W/ OWNER. U3 I �Z �2 cc 0 LL o 0tw U-2 I O Q l �`Ll �u �C LAJ U 2 ~ 4,10 o az •} U-1 Icc 001� FI a 0 � 0 HB L / O W 1" FIRE RISER, REFER TO W t l FIRE SPRINKLER DRAWINGS O FOR COMPLETE DETAILS. 11 TANKLESS WH #1 (LP -GAS) W/ RE-CIRC. W i t PUMP, PROVIDE POWER AS REQ'D. m t TANKLESS WH #2 (LP -GAS) W/ RE-CIRC. J PUMP, PROVIDE POWER AS REQ'D. Q TANKLESS WH #3 (LP -GAS) W/ RE-CIRC. 2 GFI PUMP, PROVIDE POWER AS REQ'D. N ELEVATOR EQUIPMENT TO BE MOUNTED W AS HIGH AS POSSIBLE. MIN. REQ'D. O 00 a ABOVE FLOOD ELEV. = 7.0 N = 11 DOORBELL'TX' L H ii GFI-108"A.F.F. Q W - STRUCTURED MEDIA BOX N Q0 I i I W/ OUTLET (GFI) VERIFY C L REQ'S. W/ OWNER. t J o SECURITY PANEL W/ } W/ OUTLET (GFI) VERIFY a REQ'S. W/ OWNER. O ll V) it 0 l Z ii OCD Q l FI WPGFI Q N H ll L v) 0 PHONE U.G. SERVICE t_ M O VERIFY W/ AT&T REP. Zcn MU It CABLE U.G. SERVICE Z i t VERIFY W/ CABLE REP. . U C O 300 AMP 120/240V S l l U.G. ELEC. SERVICE TO FPL'Tx'. Q SEE SHEET'Cl' FOR CONT. ' 1 C � VERFIY W/ FPL REP. 0 V ELEC. METER \ H LEI FHB M i. II VIEWED FOvk NCE caE c©McovN"�r ZI * l"u SOCCi z SCALE: 1/4" 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. _00 � w N JI Q O Q W F 6 O LL p� N M 0- 0 } i z¢LU W w O LL a w Job Number. Drawn By: rss Date: 03-20-19 Sheet Number Z E-1 PANEL SCHEDULE "A" (EMERGENCY BACK-UP PANEL) LOAD COND I WIRE I POLES AMPS I CIRCUIT AMPS POLES I WIRE I COND I LOAD GARAGE GEN. LIGHTS 1/2" 12 1 1 20 1 2 50 2 1 8 3/4"1 PORT. GENERATOR 50A INPUT W/ INTERLOCK SWITCH GARAGE GFI RECEPTACLES 1/2" 12 1 1 20 3 4 J_ _L J GARAGE DOOR OPENER 1/2" 12 1 20 5 6 20 1 12 1/2" STORAGE ROOM LIGHTS & RECEPTACLES GENERAL EXTERIOR LIGHTS 1/2" 12 1 20 7 8 20 1 12 1/2" GREAT ROOM LIGHTS & RECEPTACLES BALCONY EXTERIOR LIGHTS 1/2" 12 1 20 9 10 20 1 12 1/2" BEDROOM #1 GEN. LIGHTS & RECEP, EXTERIOR GR RECEPTACLES 1/2" 12 1 20 11 12 20 1 12 1/2" BEDROOM #2 GEN. LIGHTS & RECEP. EXTERIOR GFI RECEPTACLES 1/2" 12 1 20 13 14 20 1 12 1/2" BEDROOM #3 GEN. LIGHTS & RECEP. STAIRWELL/HALLWAY LIGHTS 1/2"1 12 1 20 15 16 20 1 1 12 1/2" KITCHEN GEN. LIGHTING GEN. CLOSET LIGHTS & RECEPTACLES 1/2" 12 1 20 17 18 20 1 1 12 1/2" KITCHEN GFI RECEP. (SMALL APPLIANCES) CABANA BATH GEN. LIGHTS & RECEP; 1/2" 12 1 20 19 20 20 1 12 1/2" KITCHEN GFI RECEP. (SMALL APPLIANCES) POWDER ROOM GEN. LIGHTS & RECEP. 1/2" 12 1 20 21 22 20 1 12 112" REFRIGERATOR BATH #1 GEN. LIGHTS & RECEP. 1/2" 12 1 20 23 24 20 1 12 1/2" MICROWAVE BATH #2 GEN. LIGHTS & RECEP. 1/2" 12 1 20 25 26 20 1 12 1/2" DISHWASHER MASTER BATH GEN. LIGHTS & RECEP. 1/2" 12 1 20 27 28 20 1 12 1/2" DISPOSAL I MASTER SUITE GEN. LIGHTS 1/2" 12 1 20 29 30 20 1 12 1/2" TANKLESS WATER HEATER #1, (LP -GAS) MASTER SUITE GEN. RECEP, 1/2" 12 1 20 31 32 20 1 12 1/2" TANKLESS WATER HEATER #2, (UP -GAS) SPARE 1/2" 12 2 20 33 34 20 1 1 12 1/2" TANKLESS WATER HEATER #3,(LP-GAS) SPARE 1/2" 12 2 20 35 36 BLANK BLANK 37 38441E BLANK BLANK I 39 40 BLANK PANEL VOLTAGE:120/24OV, 1 PHASE, 3 WIRE RATED AMPS: 200 CIRCUITS: 40 SERVICE FEED; BOTTOM ❑ MAIN LUGS ONLY ■ MAIN 15,0 AMP BREAKER NEMA RATING: 1 MOUNTING: SURFACE ■ HINGED DOOR ❑ KEYED LATCH ■ FULL NEUTRAL BUS ■ GROUND BUS ■ PLUG-IN CIRCUIT BREAKERS MIN. AIC RATING: 10,000 AMPS SERVICE FEED: #1/0 THHN PANEL SCHEDULE "B" LOAD COND I WIRE I POLES AMPS I CIRCUIT AMPS POLES WERE I COND LOAD AHU-1 3/4" 1 10 2 1 40 1 1 2 20 1 2 1 10 3/4" CU-1 - J_ I I _L 3 4 J_ I J_ I J AHU-2 1" 6 2 60 5 6 30 1 2 1 10 3/4" CU-2 1 1 1 7 8 11 1 1 J_ AHU-3 1" 6 2 60 9 10 30 1 2 1 10 3/4" CU-3 DRYER #1 3/4" 10 2 30 13 14 30 1 2 1 10 3/4" DRYER #2 J_ J J_ 15 16 J_- I I J_ WASHER#1 1/2" 12 1 1 1 20 17 18 20 1 1 1 12 1/2" WASHER#2 ELEC. RANGE 3/4" 8 1 2 1 50 19 20 40 1 2 10 3/4" ELEVATOR MOTOR _ 21 22 L J_ EXHAUST HOOD 1/2" 12 1 20 23 24 20 1 1 1 12 1/2" ELEVATOR LIGHTS HOT TUB 1" 6 2 50 25 26 50 1 2 1 6 1" FUTURE VEHICLE CHARGER ,L .1 1 27 28 L J_ - -- BLANK 29 30 BLANK 31 32 33 34 35 36 37 38 39 40 PANEL VOLTAGE: 120/24OV, 1 PHASE, 3 WIRE RATED AMPS: 200 CIRCUITS: 40 SERVICE FEED: BOTTOM ❑ MAIN LUGS ONLY ■ MAIN 150 AMP BREAKER NEMA RATING: 1 MOUNTING: SURFACE ■ HINGED DOOR 0 KEYED LATCH ■ FULL NEUTRAL BUS ■ GROUND BUS ■ PLUG-IN CIRCUIT BREAKERS MIN. AIC RATING: 10,000 AMPS SERVICE FEED: #1/0 THHN I ; I THIS ELECTRICAL PLAN IS INTENDED TO INDICATELU ., 0 THE REQUIREMENTS OF THE OWNER. THE DETAILS F OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED Q ACCORDING---------------------------------------- BY AN ELECTRICALCONTRACTRORLICENSEp REVISIONS: AND BY HE LOCAL BULNo: DATE COMMENTS O BUILDING DEPARTMENT, THIS I I DESIGN IS ALLOWED BY CHAPTER 471 FOR 600 AMP - - OR LESS RESIDENTIAL SERVICES OR 800 AMP 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. � I OCEAN PORCH ( I I SUNRISE PORCH ( ' L II II II I I II I II II I I II I w I I I WPGFI @ 138" ARF _..r_. ,\ \ WPGFI @ 150" AEF OR IN CEILING, VERIFY IN CEILING; VERIFY LOCATION SWITCHING U WLOCATION,SWITCHING, & REQ'S: W/OWNER. & REQ'S. WI OWNER. _C Q FLOOR OUTLET \ � r I WALL SCONCES MOUNTED I \ FY P ' i WPGFI @ 80" ABOVE 2nd FLR. F.F. I I WPGFI VERI CEM TLA EN \ LP �. \. HB {ONFIRMW/OWNER. I W/OWNER. \ HB ( Q I � I W PF \ F MASTER a BEDROOM " I Z M AFCIO T TSTYP. GREAT ROOM I ( I Q 110 4N I\ ! I FL AFCI OUT ETS TYP. / - I -_ I � • �l _ ' TV `JI FL - ._1 '� N jr I 18" - /xT�l _ Z di - _ ..- _ I 38'GFI 38'GFI I GFI U 48"GFI Lg` 0 .� y SD ® GFI"\ % I d� 0 KITCHEN COUNTER/ T \ I I "* 1 _ \ SMALL APPLIANCE - ' : - . 1 � � ® I KITCHEN RECEPTACLES 48"GFI - i V \ 70 DW I- - TOTAL OF (11) _._ _: - �'� / CENTER PAIR OF VANITY ` A H - f (48" O.C, MAX) _ - �\ I I I LIGHTS ON SINK, 64" A.F.F - DISHWASHER - ;, MASTER won" Ljj O DtSP. ..RECEPTACLE I \ =..1 Mw IELEV I-(jL_�_ `'` I" C,4,: UNDER SINK. ELEV ( I �0 I 310 �r 1 z 4DISPOSAL O� , } m 48"GFI RAI, RECEPTACLE I} CENTER PAR OF VANITYUNDER SINK. shs' '"LIGHTS ON SINK, 64A.F.F a U 1 STAIR LIGHT I 48"GFI REF 0 C./'� 48"GFI Uj ,: HOOD MICRO RANGE 66 Alf. I / � � � , i MASTER/ I T� T 3rd FLR. I ` STAIR HALL SHOWER SWITCH Z LU \ POWDER ROOM ,� 1r \ `/ EF-1 GFI ® / EF-1 VP �\ I ID WALL SCO ICE AT III \ STAIR Q EF-1 WALL SCONCE AT 80 TO 2nd FLR. % ` ABOVE INT R. LANDING. - d9 ABOVE INTER LANDING. - - I Q VERIFY LOCATION & - HALL VERIFY LOCATION & I / % i GFI HEIGHT W OWNER. I 08 BEDROOM HEIGHT - MECIi� AIHU42 GFI W 0 . / W sD :_. Z O 00 \ Ili > I ; J` -._ �� E�D - I L 1 Ln Lu i I CLOSETf- I ATTIC LIGHT, TYP. (1). c un = _ I &ATTIC GFI OUTLET. MASTER � I I } J 4� AFCIOUTLETSTYP.' 'CLOSET \ I I a 0 U - N \' L J / BATH 2 Z - - - - - CLOSET 1 I 04 / I � I - I 0 Q 03 I CENTER VANITY / (� I I O Uj LIGHTOWERSINK, 48"GF ® ® YY . \ F-2 VP CENTER VANITY S I 84" A.F.F, _ / / \ LIGHT OVER SINK, 48"GF ® I I I _ f 0- O W / 84" A.F.F I I I F 1 i / / 48"GW, \ I !.//� I L_-�-- CLOSET I +' J - --- _ BATH #1 ! - \ _ � LL CENTER VANITY I J BATH # \ Ty _ -�_ - I °' 1 C LY \ LIGHT OVER SINK. I _ \ I 'D 0 r'n 0 BEDROOM #1 84" A.F.F I = I) \ \ \ BEDROOM #3 I� a�Y a�O_ U 01 - - L i I \ F f 30ET TYP. Z EF 2 \ AFCI OUTL STYP, i EF-2 \ A C OUTLETS )"t' 1 -,.) LL W �] , PANEL'A' M.C.B.40 CKT. _ O Ap U - - I -JJ -- 2i W 150 AMP, 120/24OV, 10, 3W N. ` - - -- I - - FL - a SURFACE MOUNTED, NEMA 1. - \ - I - _ I _. cv �[ - W/ PORTABLE GENERATOR SOA \ I _ I N I rn J = BREAKERIINTERLOCK KIT. I I \ \ _ \ PANEL'B' M.C.B. 40 CKT. I I RIVER PORCH \ _, L - - - - - - - - - ✓ �' ". I Q - EXTERIOR WALL I 150 AMP, 120/240V, 10, 3W ; I I � \. I I / SUNSET PORCH SURFACE MOUNTED, NEMA 1. E WALL SCONCES MOUNTED H. Q @ 80" ABOVE 2nd FLR: F.F.LU HLLLTv TV CONFIRM W/ OWNER. I ILL h ELECTRIC METER 150 A 150 A [ � 0 PNL'A' PNL'B' BY FPL. ---- - _ -- _' c0 CL i 1 T i- LU -- -- - --- ---- - -- _ 0 EXISTING PAD I I �, w 0 MOUNTED I 3-#1/OTHHN, 1------------J u 0I TRANSFORMER I 1 1/2" CONDUIT. 0. CONFIRM W/FPL I REVIEWE" r r UNDERGROUND I CONIPL.I�i W �^ ELECTRIC SERVICE. I CODE UN Drawn B . rss CONFIRM W/ FPL GROUND I FLOOR ST. LUCIE CO r Vj BOCC Date: 03-20-19 � #2 SOLID OR STRAND CU Sheet Number Z GROUND TO 5/8" DRIVEN ROD, COLD WATER PIPE, FOUND. STEEL r w ,< x r U.F.E:R. GROUND REQ D. >' sEL r t a ELECTRICAL „? ,-- 4 ' ,d'M1w�. 3 r5' r® @rt JE °r 'C i, .Fxl Fx ; ? p�5 ' E f,. ueY s :". �Lt; I% RISER DIAGRAM 1FLOOR .; ° . ,, _"' =� �� ,, �.r" o N.T.S. E-2 __ - -- SCALE: 1/4" = 1'-0" E-2 S" aLE: 1/4" = 1.On� n I LOAD CALCULATION LOAD EQUIPMENT CKTS. BREAKER WIRE (WATT) GENERAL LOADS: GENERALLIGHING/POWER 12 2OA/1P 12 18,240 (6,080 s.f. X 3 watts/s.f.) ELEVATOR POWER 2 40A/2P 10 7,000 ELEVATOR LIGHTING 1 20A/1P 12 700 TANKLESS'LP' WATER HEATER 3 20A/1P 12 3,000 (3 X 1000 WATTS) WASHER (2 X 1,500 W) 2 20A/1 P 12 3,000 DRYER (2 X 5,6DO W) 2 30A/2P 10 11,200 RANGE 2 50A/2P 8 8,000 EXHAUST HOOD 1 20A/1 P 12 1,800 MICROWAVE 1 2OA/1 P 12 1,400 DISHWASHER- 1 20A/1P 12 1,200 REFRIGERATOR 1 20A/1P 12 1,500 DISPOSAL (1 X 700 W) 1 20A/1 P 12 700 SM. APPLIANCES 1 20A/1P 12 Z000 (2 X 1000 WATTS) GARAGE DOOR OPENER 1 20A/1P 12 900 (1 X 900 WATTS) PADDLE FANS 1 2OA/1P 12 640 (8 X 80 WATTS) HOT TUB 2 50A/2P 6 9,600 FUTURE VEHICLE CHARGER 2 50A/2P 6 9,600 SPARE 2 20A/1P 12 3,000 SUB -TOTAL 83,480 AIR CONDITIONING LOADS: A/C COMPRESSOR 1 2 20A/2P 10 N/A A/C HEAT 1 2 40A/2P 10 5,500 A/C COMPRESSOR 2 2 30A/2P 10 N/A A/C HEAT 2 2 60A/2P 6 10,000 A/C COMPRESSOR 3 2 30Al2P 12 N/A A/C HEAT 3 2 60A/2P 6 10,000 SUB -TOTAL 25,500 LOAD CALCULATION SUMMARY: FIRST 10,000 WATTS AT 100% = 10,000 REMAINDER AT 40% (73,480 X .4) = 29,392 25,500 WATTS OF HEAT AT 40% = 10,200 TOTAL ESTIMATED CONNECTED LOAD = 49,592 TOTAL AMPS (49,592 / 240 VOLTS) _' 207 AMPS SERVICE SIZE: 3OO AMPS PLUMBING NOTES 1. PROVIDE COMPLETE PLUMBING SYSTEM AS CALLED FOR JIL3"VTR ON PLANS AND AS REQUIRED TO MEET APPLICABLE CODES. I 2. PLUMBING SHOWN IS DIAGRAMMATIC AND SHALL FOLLOW 3"VTR-,� THE LATEST EDITION OF ALL APPLICABLE LOCAL CODES AND STATE CODE REQUIREMENTS. 3. TIE INTO DOMESTIC WATER SYSTEM & SEWER SYSTEM. VERIFY x( z"v LOCATIONS & REQUIREMENTS W/ UTILITY DEPARTMENT. 1 4. COORDINATE WORK WITH ALL TRADES. THE CONTRACTOR IS 1 \ TUB RESPONSIBLE FOR SAWCUTTING OF SLAB OPENINGS, AND JL 3"VTR '� 1 1/4"V PATCHING AS REQUIRED TO ACCOMMODATE PLUMBING WORK. I � ' +-2"V f / - 5. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 3"VTR-� +- " 2" VENT IN 2nd', / 6. PLUMBING CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS. I WC 3 V I T 2"V FLOOR CEILING. 2"V 7. DOMESTIC WATER PIPING WITHIN THE BUILDING SHALL BE HARD TEMPER S +-1 1/4"V COPPER TUBING, TYPE L, WHERE RUN IN WALL OR CEILING SPACES. SOFT I 3" 2" y I DRAWN JOINT'S COPPER, TYPE1, SHALL BE USED BELOW GRADE OR IN ?"vim CONCRETE SLABS. 32„v 8. SANITARY PIPING SHALL BE SCHEDULE 40 PVC. ( z V i LAV LAV 9. VENT PIPING SHALL BE SCHEDULE 40 PVC. I j 1 1/4" 10. MINIMUM SLOPE FOR ALL WASTE PIPING BELOW BUILDING SLABS SHALL BE 1-2"V I I I 1/8" PER FOOT. IF REQUIRED DRAINAGE SLOPE CAN NOT BE MET WHERE I I i I 2" CONNECTING TO EXISTING UTILITIES, SURVEY ELEVATION AND LOCATION i 1 1/2" 1 I >3" AND SUBMIT ALTERNATE SCHEME FOR ENGINEERS REVIEW. IlllLAV I 11/4 I 11. PROVIDE CLEAN -OUTS WHERE SHOWN AND AS REQ'D. BY CODE. ws z"12. INTERIOR CLEAN -OUTS SHALL BE LOCATED IN CABINETRY OR 3" 1 W/ OWNERS PRIOR APPROVAL IN WALLS W/ DECORATIVE COVERS. I 13. PLUMBING CONTRACTOR SHALL ROUGH -IN, INSTALL, & MAKE 3" I I 2 CONNECTIONS FOR ALL FIXTURES &RELATED ACCESSORIES. TUB we l 3 14. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND 2„ I WORKMANSHIP FOR ONE (1)YEAR AFTER COMPLETION AND ACCEPTANCE BY THE ARCHITECT. HE MUST CORRECT ANY DEFECT THAT OCCURS h — DURING THAT INTERVAL WITHOUT ADDITIONAL COST TO THE OWNER. 3" I 3"V ,. 3„2„V 15. AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE 3/4" PVC. 2nd FLOOR 2nd FLOOR SHALL BE PROVIDED & INSTALLED BY THE A/C CONTRACTOR. I l TERMINATE CONDENSATE LINES WITH GOOSENECK PER CODE. 3" SANITARY STACK 1-3°WENT STACK 3" SANITARY STACK T 2" VENT UP I 16. CONTRACTOR TO VERIFY ALL REQUIREMENTS OF EQUIPMENT WITH DOWN FROM 3rd FLOOR. I UP TO 3rd FLOOR. DOWN FROM 3rd FLOOR I TO 3rd FLOOR. MANUFACTURER PRIOR TO ROUGH -IN & INSTALLATION. I7 3" SANITARY STACK I DOWN FROM 3rd FLOOR. 17. THE FOLLOWING FIXTURES REQUIRE HOT WATER: I a. SINK e. SH1 L TF1 /TUB3 d—z"v b. LAW f. SH2 / TUB(1)(2) j. DW / DISHWASHER I c. LAV2 g. SH3 k. WB / WASHER f I PED d PED h SH4 I 3"V THIS PLUMBING PLAN IS INTENDED TO INDICATE: O THE REQUIREMENTS OF THE OWNER. THE DETAILS W OF THE PLUMBING SYSTEM SHALL BE DETERMINED Q BY A PLUMBING CONTRACTOR LICENSED ACCORDING REVISIONS: TO CHAPTER 489 OF FLORIDA STATUTES AND BY No: DATE 'COMMENTS O THE LOCAL BUILDING DEPARTMENT. THIS DESIGN a IS ALLOWED BY CHAPTER 471 FOR PLUMBING BEACH PORCH PET WASH SHOWER SH3 D' 2.. SYSTEMS HAVING FEWER THAN 250 FIXTURES 0 - OR ACCOMMODATES 100 OR FEWER PERSONS, U L D H U w F- I SH1 HB LP U it it �2"STUDOR -- ---- it LA ~V1 ItQ VENT. CABANA 32" W. H/C BATH 8 t l F ACCESS. 1 OS 1-1/4" VENT n 0 2° 2,, u 1 LL WC 3„ t Q N 3^ ry 3" FD1 SH1 k� 0 STORAGE 107 X, I t 1 2" VENT t t ) ok I1 1 CU-3 �. r F- 1 Il! U FCU-2 0 � 18. SHOWERS & TUBS MUST BE EQUIPPED W/ HOT-WATER TEMPERATURE t-2„v STUDOR LIMITING VALVES OR OTHER DEVICE MAX.120° F. 11/2~< vENiE I /z"V T 19. TANKLESS HOT WATER HEATERS MUST BE EQUIPPED W/ A WATER 1 \ 2° �— 11 D 1 LAUNDRY — % - i 1 TEMPERATURE LIMITING CONTROL SET FOR A MAX. OF 1400 F. i I wco SINK 20. PROVIDE A'HOT WATER RE -CIRCULATION LOOP FOR EACH I 11/2° I \2"V WC 3 HOT WATER SYSTEM, CONFIRM W/ OWNER. LAV 2 21. THE FOLLOWING FIXTURES ARE FOR BASIS OF DESIGN. OWNER TO 3 WCO ` SELECT ACTUAL FIXTURE PACKAGE. REFER TO CONTRACT FOR 3° FIXTURE ALLOWANCE IF APPLICABLE. 2„ 3" 2 SINK: KITCHEN SINK: APRON -STYLE W/ FAUCET. 3" \ 3" VENT RUNS HORIZ. 2" DISP: DISPOSAL W/ OPTIONAL AIR SWITCH. TUB WC \ IN 1st FLOOR CEILING. DW: DISHWASHER, PROVIDE HOOK-UPS. REF: REFRIGERATOR/FREEZER: PROVIDE WATER SUPPLY LINE. 3 3° LINE TO BE "ROUGHED -IN" WITHIN THE WALLS BEHIND U2" 1 REFRIGERATOR W/ RECESSED OUTLET BOX & VALVE. WB: WASHER PLUMBING RECESSED OUTLET BOX. 4p 2"V WH: HOT WATER HEATER: INDOOR TANKLESS LP -GAS W/ �'4 3" 3„ WCO j PROGRAMMABLE INTEGRATTED RE -CIRCULATION PUMP. I LAV LAV1: BATHROOM SINK W/ FAUCET. 1 3" LAV2: MASTER BATHROOM SINK W/ FAUCET. 1 3" 11/2" PED: PEDESTAL SINK W/ FAUCET. I 2 WC: TOILET: SUPPLY-LINENALVE AT t8" A.F.F. TO AVOID 1 BASEBOARDS, CONFIRM W/ OWNER. I 3" we TUB1: BATHTUB #1: 32" X 60" ALCOVE. 4" +-3"v 3" TUB2: BATHTUB #2: 30" X 60" ALCOVE. 1 s" FD TUB3: BATHTUB #3: 36" X 66" FREE-STANDING. I 4 • SH1: SHOWER #1: VALVE, TRANSFER VALVE, VALVE TRIMS, 2nd FLOOR_ — — — I — — — — — — — — — — — —2nd FLOOR WALL -MOUNTED SHOWER HEAD & HANDSHOWER. a° SANITARY STACK -3" VENT STACK SH2: SHOWER #2: VALVE, TRANSFER VALVE, VALVE TRIMS, DOWN FROM 2nd FLOOR. I UP TO 2nd FLOC R. STUDOR WALL -MOUNTED SHOWER HEAD & HANDSHOWER, VENT DIVERTER, BATH SPOUT, TUB DRAIN, & OVERFLOW DRAIN. I FD SH3: SHOWER #3: VALVE, VALVE TRIM, & HANDSHOWER. I 2 v SH4: SHOWER #4: VALVE, TRANSFER VALVE, VALVE TRIMS, 1 2" WALL -MOUNTED SHOWER HEAD & HANDSHOWER, I RAINHEAD, & BODY SPRAYS. WALL OR FLOOR MOUNTED W TF1: BATHTUB FAUCET: / HIGH -FLOW FILL VALVE & HANDSHOWER. r 2" FD1 3" FLOOR DRAIN W/ COVER. I 2"V—T FD2: 28" LINEAR FLOOR DRAIN W/ COVER. I 3„ d1 va°v HB: HOSE BIBB, VERIFY LOCATIONS W/ OWNER. LAV I / W6 � 42„V I I � z ' / I I y/ 1 1/4" 3" 2"V 2"V 32" 11/4° 1 3„ 3„ i WC FD 2 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. d r , � 4" C.O- I � � 2"V Q 1 // v // 4„ 3„ 4„3„V // / a / 4„ J BUILDING LINE 4" PVC SCH40 SANITARY SEWER SYSTEM. SEE SITE PLAN & SURVEY FOR CONTINUATION. VERIFY LOCATION & REQUIREMENTS W/ UTILITY DEPARTMENT. 1st FLOOR 1 st FLOOR 5 WASTE RISER DIAGRAM t �F; It 106 EL�V � 1 , C , 2" VENT I HB FIRE SPRINKLER MAIN 2. �� - ormSHUT-OFF VALVE AT Lg O - J AHU-1 BUILDING LINE. " :;' ' U CLOSET I (ABOVE) I 1 i / L VALLCONDENSATE& - - J. i 1 1" FIRE RISER REFER TO 1 i 105 t 1 FIRE SPRINKLER DRAWINGS +` �! Ln 0 FOR COMPLETE DETAILS. W it it,. VI1 T D 1l TANKLESS WH #1 (LP -GAS) W/ RE-CIRC.° It EMERGENCY DRAIN PIPING BY HVAC i l PUMP, PROVIDE POWER AS REQ'D. �' 0 Nr it.. HALL CONTRACTOR. TANKLESS WH #2 (LP -GAS) W/ RE-CIRC.T Z 104 PUMP, PROVIDE POWER AS REQ'D. W TANKLESS WH #3 (LP -GAS) W/ RE-CIRC. p} L PUMP, PROVIDE POWER AS REQ'D. 1t. 0 it ll it I W n It l} tl � 00 W 11 tt 00 t.0 I ST R it I L F 3 Q w0 GARAGE I N H ii 1ot � un� It a �1" FIRE SPRINKLER SYSTEM U I t It WATER SERVICE, to 11 � 3" tl I Q Z Q I Q O uJ 3" VENT STACK 4" C.O. WCO UP TO 2nd FLOOR. 4; r FOYER 4" SANITARY STACK it 4" 2'-0" l l 102 DOWN FROM 2nd FLOOR ELEC. " O O m 0 li PANEL A' N �.Z HB ELEC. L h U qj- W PANEL'B' I (, a = � it I tl _ na+ O I H& W 00 Y h / m io I U MAIN POTABLE WATER ENTRY PORCH SHUT-OFF VALVE AT Q BUILDING LINE. F ( = '0 W — — OR I 1 1f2' MAIN WATER SERVICE COM®F C/ (� F PLIAN E I 1 SEE SITE PLAN &SURVEY C0j)F - �� a _ _ - FOR CONTINUATION. VERIFY COUNTY `O LOCATION & REQUIREMENTS I ST• LUCRE � K1 ,.0 } 4" PVC SCH40 SANITARY SEWER W/ UTILITY DEPARTMENT. I BOCC p(y a SYSTEM. SEE SITE PLAN & SURVEY ���Illrrr W _ � a u_ � a W Job Number. I F Drawn By.rss Date: 03 20-19 In Sheet Number' Z 1st FLOOR µ. IN a , o P-1 SCALE: 114" = 1'-0" { F FOR CONTINUATION, VERIFY LOCATION & REQUIREMENTS W/ UTILITY DEPARTMENT. THIS PLUMBING PLAN IS INTENDED TO INMATE', � THE REQUIREMENTS OF THE OWNER,: THE DETAILS! W OF THE PLUMBING SYSTEM SHALL BE DETERMINED - - - - BY A PLUMBING CONTRACTOR LICENSED ACCORDING REVISIONS: _ _ — — — —'- — — — — — — — — — —_ — — _ — — — — TO CHAPTER 489 OF FLORIDA STATUTES AND BY NO: DATE COMMENTS — — — — — — — — - — — — - 0 THE LOCAL BUILDING DEPARTMENT. THIS DESIGN IS ALLOWED BY CHAPTER 471 FOR PLUMBING SYSTEMS HAVING FEWER THAN 250 FIXTURES 0 I I OR ACCOMMODATES 100 OR FEWER PERSONS. U Z w LU I U v LP\\ HB I HB W }f I I Z G1 0 liI--------- ----- GREAT ROOM 1 I i _ MASTER BEDROOM n1 z11 j I I - 3n 1 I f, I LI IEE d' I D - - - - - - - - - - I I W z o r w I — Q1-1/4"VENT it ALL CONDENSATE 8O MASTER ��- % I I I KITCHEN EMERGENCY DRAIN I I BATH 1 — — — — — — — — —J I I 10 I - PIPING BY HVAC I I 310 LAV2 T �i ( k� '.V "�' FI- I CONTRACTOR. W 1-1/2" STUDOR VENT I --- — -- I I I J 1 Q DISP __- IIIIIIII -I(I 1I .-_ W.CiII�. 1I► TUBS iiII L TF1 ELEV Qi ELEV IIIIII Z, SINK jr J L 2 ffq 1W r � ' ". aC4„ p 2" _ HALL LAV2LO lz0 zJ IMPORTANT LAYOUT NOTE: 1 1/4" VENTW POWDER jROOM[— — DASHED LINES REPRESENT AIR HANDLERS S 02" DUCTWORK DIRECTLY BELOW FLOOR, SANITARY MASTERI 2V 7 PIPING DESIGNED AVOID POTENTIAL CONFLICTS 0PED STAIR WC 3" VTR FD2 Z m7 SHOWER L f I W2" VENT & MAXIMIZE CEILING HEIGHTS. VERIFY W/ ALL TRADES FOR ANY ADDITIONAL CONFLICTS BEFORE 2" U O) WC ^ STAIR INSTALLATION & BEFORE ANY RE-ROUTING OF SYSTEM AS SHOWN PER THESE PLANS: SH4 IWj3OUT W/ COVER PLATE HALL 3„ WALL CLEAN IN KITCHEN CABINETRY, OR W/ DECORATIVE ` z VENT Q LOVER IN POWDER ROOM, VERIFY W/ OWNER. ME 2" VENT !P W I 33" SANITARY STACK AU 2 5 _r FROM 2nd FLOOR DOWN FROM 3rd FLOOR — — -- — — JII —rI ) ' - II�IIi 003" SANITARY STACK T Ln LIFlw0U00 1D DOWN TO 2nd FLOOR ao nl BEDROOM #2 ALL CONDENA& = Ln 000 EMERGENCY DRAINLu PIPING BY HAL---------- CONTRACTOR. r---------- c Ln MASTERit ST'aL CLOSET 0 CLOSET BATH #2 3 _j O Q L_--- o 0 3" VENT STACK 3,- FD1 r- — — O F UP TO 3rd FLOOR. C 3" VENT STACK WBATH #3 CLOSET WCO L3 SH1 v)2" VENT WALL CLEAN -OUT W/ LAW — 3" VTR LAW 0. \ 7 - COVER PLATE IN CABINETRY. NI,J 3" \ y 3" SANITARY STACK 3., 2" VENT I 3" ( ( 3" SANITARY STACK- j Z CO DOWN FROM 3rd FLOOR. WC ""VENT STACK WALL CLEAN -OUT W/ DOWN TO 2 d FLOOR ; _ --> WC I I DOWN TO 2nd FLOOR ( µ5 Z 3" 4" 3" 3' I 3 A I I I a 2,. UP FROM 1st FLOOR. COVER PLATE IN CABINETRY. I , y O w 2,, LL _ __.__ 4" SANITARY STACK 3" SANITARY STACK' _ . �1 DOWN T01st FLOOR. DOWN FROM 3rd FLOOR. TUBZ I I I MIK�a F SH2 TU$1 IJ I SH2 I BEDROOM #3 _ 12i W 301 I I - 71110011 BEDROOM #1 L_— _-- ^ T—l\ RIVER PORC 201 �- I r SUNSET PORCH - I = I------ -- - 1 I F a -- -- — - = ------- - -- J rr— - L----- -- — Cep c���+005.00WN .S►'� .0B�O�jV ¢If 2nd FLOOR PLUMB" r N 2 R . MEIN AN iz e SCALE: 114' - Y-0' C -2 SCALE: 114" SQUARE FOOTAGE BREAKDOWN i' 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 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: 489S.F. 8.0 % COVERED BALCONIES: 680 S.F. 11.1 % TOTAL CONDITIONED AREA: 4,211 S.F. TOTAL GROSS AREA: 6,080 S.F. m MI fV J U Lr Q Q W Q F 4 Q W a w Job Number: Drawn By: rss In Date: 03-20-19 0 Sheet Number Z 2 i - _ RI F O