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HomeMy WebLinkAboutBUILDING SITE PLANS00 2'7 GRAPHIC SCA.JE 20 0 0 0 0 REPORT OF SURVEY: 10 24a * TYPE OF SURVEY: BOUNDARY * THIS SURVEY PERFORMED BY: ( IN FEET ) MERIDIAN LAND SURVEYORS LB06905 I inch = 20 ft. 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FLORIDA 32960 ° PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M. #5755 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF \ BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED \ \ \ \ \\ \ \ GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. \ * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. Q, \ \ I N89 58'14'E 223.89 (OA) * THE LAST DATE OF FIELD WORK WAS: 09/05/18. �� \ * BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE -33 NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. rpm \ \ I \ 3� * THE BEARING BASE FOR THIS SURVEY IS N89°58'14"E ALONG THE NORTH PROPERTY LINE OF LOT 27 AS \(.P \ \ q N SHOWN ON THE PLAT THEREOF. Go \ \ -A * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND \� \ STORM ORA/Nd`GE I \ \ oD \ s s IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. �O SL \ N\ 1 \� \ \ 'T• OZ N MANHOLE * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE '151 \ ) 1 tv SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. BR IC G PAVER N� \o \ IC DRIVE �\ SEWER \ LOT 26 * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. N' Uz ; \\ \ �\ MANHOLE \\ \ m o O cr * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. �- * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. O'�. `W * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "VE-11", AND "AE-7" " PER FLOOD INSURANCE RATE MAP #12111 C0303 J, DATED FEBRUARY 16TH, 2012. " THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A94-08-BM12", �j L \ C� r '�` / I 3' T \ cZn\ ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. < \ P��\1 P 3,iW 61 •� C I \ \ \ \ * THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF _)3 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. L=5.02 \ S67° ' < \ \ FD 5/8" l C • ( \ * THE MEAN HIGH WATER ELEVATION OF 0.51 NAVD 1988 FOR THIS SURVEY IS BASED ON S� \ R=17233.73 / \ FD 5 8 ' lRC A/C PAD \ L #959 \ 1 - O •�, INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM \ DELTA=00100° � 5/8" lRC - - - - --EL=7.71 - - - - - -�- �- - - Y- - - - - l� - - - - - - - - - - - - - - - - - Q- LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. O-n /' L <.' I 959 �N. PSM ,#4971 69N89° 1 �96.89' OA WOOD ROSS-OVER o H. BEAR/NG-N2149'11 "W 5• x ) 10' ACCESS EA5EMENT * ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR CH. LENGTH=5.02 ' ` \ 0 90.59' FD AWL 4�,• x s20' , 711, 99. 03 s6"= 107.27' 10' ACCESS EASEMENT PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 7 -A \ O & DISK 'ARNOLD" x14.®' ryfix rryy - x7l4' x x7s51'd �--- --- -----c----------------- v� W a BENCHMARK 1 6 1' 57.. 3 s. \ \ o C I> ® \� MI TERED Cl) l N 2 x 10.GG' A i - A \ o o ELEV=5. 02' m l � \ STAIR �O O � (� `! �� SECOTION� NA V088 1 I 4.2' J. °* X n 1 10 z O- T-\ \ 6i 1 I a 334 9.75' \ N N Legend & Abbreviations: (symbols not scaleable for size) a T \ \c a I > N q c, c� n 1 12.0 b.2' ENTRY \ x s.sr PLS - PROFESSIONAL LAND SURVEYOR E- - GUY WIRE O O \ 3 \ c�-j Zn 00 Q1J c^ \ mo o� OW h 2.7' �x `p•p3� N �� PSM - PROFESSIONAL SURVEYOR &MAPPER - WOOD UTILITY POLE o O cn 3 STORY > LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE p p \ Nz nN I a h r xQ - CENTERLINE ® - CABLE T.V. BOX o a Q �, n I RESIDENCE U s.9 N ,\� \ I LOT 27 �, s� \o I \ F. F. ELEV. = 7.71 N W POOL g �cnN m- R - RADIUS ® - ELECTRIC BOX a \ ? m W W p; w L - LENGTH - LIGHT POST \ O� v-A O FD /B" IRCA U - DELTA ANGLE _ WELL c^ ^ x o z I N 00 V o- N E/P - EDGE OF PAVEMENT o HYDRANT PSM4971 o O 11 I x83 x ,� 2� \v o_ B/C - BACK OF CURB D4 - GATE VALVE v O y \ `1 z z I' 0' 4 5' 2O' s 41' � �. N v ,c <, \ \ m D 10 \ x B.M. - BENCHMARK N - IRRIGATION VALVE � O ✓ � - 9.2- POC - POINT OF COMMENCEMENT ® - WATER METER O \ �A \ n y I I \ p \ POB - POINT OF BEGINNING OS - SANITARY MANHOLE \ �G Ti XlSITIN j \ mD m I I I Q \ Z�.p o - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE y RIABL \ cn- I. x9. Ga' PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK \ Hi,, WITDTH g \ OIp I N ® \ - (PRM) PERMANENT REFERENCE MONUMENT OD - DRAINAGE MANHOLE O `, m I O FIRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET Sl WALK t FD\ 5/8" l C °� - - - - - -68.5' 4 8,4fi ® - (IP) IRON PIPE - SURFACE INLET C� \ x x - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x 7a6'B5B 1!' x p75' IP - IRON PIPE ® - MITERED END SECTION cr<LB 959 733, ry1, wbtih x6s27s11 06, 1g9 841 11.48 1 6.35 90.89' O - (IRC) IRON ROD &CAP - CONCEPTUAL DRAINAGE J \ 50 - FD NAIL & xsea' x a`/8" IRC N 58'14'E 307.11(OA) \ \FV 5/8"\C'RC IRC - IRON ROD &CAP v - STREET SIGN��j 4 x 6.6a' x 8. Cl - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE 4e o DISK I # 971 959 \ CM - CONCRETE MONUMENT P '\ I A C PAD x zaa' x 7as' # FD - FOUND NAVD - NORTH AMERICAN VERTICAL DATUM ARNOLD" I / 35 - TYPICAL ELEVATION SIGN _., \ A �\ POOL PAD \ x2 o \ ELEV-527 I I EL=7.96' EL=8.43' \ (M) - MEASURED A/C - AIR CONDITIONER \' \ \ I I \ \ (D) - DDEEDCALCULATED CONC. - CONCRETE \ 50� (� W m\ I 1 (OA) - OVERALL F.F. - FINISH FLOOR \ m \ \ I 1 SEWER CCR - CERTIFIED CORNER RECORD BSB - BUILDING SETBACK LINE z D m\ 1 MANHOLE \ \ F.F. - FINISH FLOOR N 1 \ \ \ ® - BEACH DAISIES W/ DIA. mom\ EL./ELEV. - ELEVATION �\ z\ 1 LOT 28 ® NH DRAINAGE - SEA GRAPES W/ DIA R/W - RIGHT OF WAY 3O - SEA OATS W/ DIA. AB - AS -BUILT \ \ \ \ P/K - PARKER-KALON \ \ V \ STRANGELR FIG W/ DIA, - FICUS W/ DIA. \ \ \ \- BANYAN TREE W/ DIA. � J„} - IRON WOOD W/ DIA. \ \ \\ \\ \ \ - PALM TREE W/ DIA. \ \ N8958'14'E 306,19' LEGAL DESCRIPTION: LOT 27, DIAMOND SANDS PLAT NO. 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 54, PAGES 40A6, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CERTIFIED TO: 1. EUGENE W. NEWMAN AND LYNDA M. NEWMAN 2. FLORIDA COMMUNITY BANK, N.A., ISAOA/ATIMA 3. OCEANSIDE TITLE 4. ALLIANT NATIONAL TITLE INSURANCE COMPANY MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET TYPE: BOUNDARY REVISIONS PROJECT# 17-024 DATE:05122117 F.B.264 PG.52 DRAWNBY.' CH.R 2. 09111118 FHVAL AD CHECKED BY.' C.H.B. 1. 6130117 ADD CERTS & PRO -FOOL CHB SCALE: 1:20 SHEET: I OF I NO. DATE DESCRIPTION BY PLAT OF SUR VEYFOR: EUGENE W. NEWMAN AND LYNDA M. NEWMAN RECEIVED qPP 14 2010 Permitting Department St. Lucie County m St. u 1e it Dat love 0 \M SCANNED sy �t. Lucie County Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C7 57.41' 17238.75' 0°1127" N21°42'57"W 57.41' C8 69.19' 294.00' 13°29'00" NS°18'40"W 69.03' C9 6.25' 213.00' 1040'50" S2024'35"E 6.25' THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. `-mil 7.-/18 CHARLES K BLANCHARD P.S.M. #5755 N LOCATION MAP 1 "=20' AX # ZV,^ oAk 1' 1 1 1 " i I 1 1 � � 1 i I 1 ' - - - - - - - - - - - 4 ----- -- �,l------- I i -o ; ------ I 1 I I 1 1 1 y 0 0� 15\ 0 A �,A �\ o � _ Lon < -\ N O <� O r BR "GI IIVE o � CPO Do FOUND 5/8 IRC 90.59' "LB 959" \� N 1084610.256' �1 E 907916.088' A 9� MES 94 OJya t^ \ A ,^ 5�c Al SIGN k FOUND 5/8 RC "LB # 959" rJ N 1084525.272' E 907949.874' � I OY ILA REC -1 ED '-P t^ -0 7. JUL - 5 20 7- dj'AA a n n o . 11 J _ =a "a 'a - lilliTimslfii��III!f' iiAmIN a ZI'I FOR", I 73.13' N89.58' 14"E CONCRETE EQUIPMENT PAD ABOVE FLOOD \ ELEVATION V-0" HIGH IITE WALL a GATE ' HIGH SITE WALL a GATE V LIMIT 1 I 1 I I I I 1 I 1 1 1 1 I I 1 I 1 I 1 1 1 I 1 1 1 -- EXCAVATION EXCAVATION IDSECTION AA NOTE:•PILING IS SHOWN FOR 21"�LOI ILLUSTRATIVE PURPOSES ONLY CAST PIFES DESIGNED 1 , ♦ N•\ \ ` r`? �COASTAL CONSTRUCTION CONTROL LINE PER PLAT BOOK 19, PAGE 8A THRU 8G, RECORDED DECEMBER 12, 1978, ♦ \ \ \ MEAN. HIGH WATER LINE LOCATED AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS ♦ • \ 13.32'` 24.51' ` ! 75.84' PROVIDED BY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND 23.89' ; \ `\ FIELD LOCATED ON SEPTEMBER 13-19, 2005. �♦ `` \\\ve MEAN HIGH WATER LINE LOCATED 'ON MARCH 05 2014, 11:00AM ELEVATION 0.50 (NAVD OF 1988) CONVERT TO ♦ \` \ ; (NGVD OF 1929 ('+1.49)) LOT 26 �\ r VACA ; �` \`\ � 5 10' ACCESS •! \ `\ 0 EASEMENT p (� CONSTRUCTIO ; \\ W%DD CROSS-VOVER in FENCE ; \\ " \ N ER GROUND POWE ;\• \\ ,\ f ,� \� 99.03' /.� - - \ 107.27' �' 33.s2' �� 6.82' AWN x �"'• \ %�. � ��• \\ �D II W� N MAX. ,10 L W Oo ON - V-1 w , 1`-" 9.58' 14 SUNDER GROUND 65'-6" " OVEE44A"LDG. LEN( i 80'-5" ilk.Loll \\ 0 7' \\\ \ odo uo t`---------- -�. �A \ \\ V1 1,48a �35' \ 90.89' " �• `\ — ELEVATION "0" CONTOUR LINE \ 0 1 :0N CREI E ♦ �GJ ` �+ EQUIPME 4T PAD ♦ \ SEASONAL HIGH WATER LINE 0- IIIBOVELEVATIONE Fil ODD ♦ \ \\ s ; ELEV. 5.19 NAVD OF 1988. I y �\ \ �+\ LOCATED MARCH 06, 2014, 12:30PM i \ N' `\cp0 % LANDWARD#A OF DUNE \ �� ��G ' ♦ tp\ ` \ CONSERVATION UJ) \ 1,3VJOr'LMOs.(E ♦ \ `\ \ EASEMENT \ VACANT 11'l•- WESTERLY LIMITS OF DUNE GRASSES 123.63 N89-58' 14"E 306.19' ,\ EASTERLY LIMITS OF N ♦ \ `\ % DUNE GRASSES +10.67' i• ; '� ♦ \ ` 26.96' \ 89.06' %x ♦ ` %un % \ ♦ \ 2�`\\ \ N \ COASTAL CONSTRUCTION CONTROL LINE ♦ \ ��\ AS RECORDED IN PLAT BOOK 26, PAGE 26-261, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. RECORDED SEPT. 15, 1988. REVISIONS BY DATE DEP REVISIONS -- _ PM 06,t'I.14 REVISIONS PM 0144.15 REVISIONS - PM mots REVISIONS PM 09-21-16 REVISIONS PM 02-20-17 REVISIONS PM 0&01-17 REVISIONS PM 06-3O17 REVISIONS PM 06-06-17 O G V J O u 4-3 ANN oz, JUL 0 3 2017 SITE PLAN A101 SITE PLAN 1 1,1=20' \Users\Percy\OneDrive\5-PERMIT PROCESS\PM-1305-05D-NEWMAN Residence\SheetFiles\NEWMAN -A 201.dwq, 6/14/2017 5:50:43 PM, DWG To PDF.pc3 N OPEN TO ABOVE & BELOW 10' " I Llp��� �? l> �+ I 1 wl IT-O" N. I I I tr wlol wla2 < 1 �YV2'-10" y-4x 4' x -4" 111 14'-1" \ GLASS RAILING C Q4 THE ICH DRAIN �Q FLr-O IRDRAJN t 16 t /7 IQt I 1 -1 " t M 1 x w � I t I wu3 I t -TI --TT- II -1i LL- 5,_ « p « a " �' < 1 I A/C AREA A/C -1ST FLOOR 3136 SF A/C - 2ND FLOOR 1652 SF A/C - GROUND FOYER 420 SF 5208 SF ♦ I TOTAL AREA / A/C - 1 ST FLOOR A/C - 2ND FLOOR i A/C - GROUND FOYER COVERED GROUND ENTRY 1 COVERED TERRACE FRONT BALCONY FRONT BALCONY 2 OCEAN TERRACE I OUTDOOR LIVING l PARKING/STORAGE REAR BALC. 1 5 3136 SF 1652 SF 420 SF 143 SF 254 SF 178 SF 147 SF 651 SF 296 SF 3063 SF 218 SF RESIDENCE LOT COVERAGE A/C -1 ST FLOOR 3252 SF 3252 SF TERRACE LOT COVERAGE COVERED TERRACE 254 SF FRONT BALCONY 178 SF OCEAN TERRACE 651 SF OUTDOOR LIVING 296 SF 1379 SF TOTAL LOT COVERAGE A/C -1ST FLOOR 3252 SF COVERED TERRACE 254 SF FRONT BALCONY 178 SF OCEAN TERRACE 651 SF OUTDOOR LIVING 296 SF FIRST FLOOR PLAN SCALE:1/4" = 1'-0" 7.7 W IL REVISIONS BY I DATE 9EP REVISIONS PM 0& 44 REVISIONS PM 91-041S REVISIONS PM 02-Wis REVISIONS -. PM ..-02.20-17 09-21.16 REVISIONS PM REVISIONS PM 06-01-17 REVISIONS _ PM 05-30-17 REVISIONS PM 084)5-17 FIRST FLOOR PLAN A202 \Users\Percy\OneDdve\5-PERMR PROCESS\PM-1305-05D-NEWMAN Residence\SheetFiles\NEWMAN -A 202.dwo, 6/14/2017 6:02:27 PM, DWG To PDF.pc3 I I - - I - � - � I � I I I I I � I � I � I � I � I � � MARK MATERIAL 001 5V CRIMP METAL ROOF, TYP.) POWDER COATED ALUMINUM RAILING 002 (LOUVERED PANEL IN FRONT BALCONY) 003 SMOOTH STUCCO FINISH 004 RAISED STUCCO SIDING (IN LIEU OF TO HARDIEPLANK SIDING-8-1/4" PLANK) 005 STAINED MAHOGANY ENTRY DOOR WITH GLASS SIDELIGHTS & TRANSOM 006 PAINTED SPANISH CEDAR OUTRIGGER BRACKET 007 DECORATIVE LIGHT FIXTURE RAISED STUCCO TRIM (OPTIONAL 008 PRECAST) 009 OVERHEAD GARAGE DOOR w/ DECORATIVE WOOD VENEER FINISH BY DAB OR APROVED EQUAL 010 HOT DIPPED GALVANIZED TUBE STEEL COLUMN WRAPPED IN WOOD (AZAK OPT.) 51/2" WIDE RAISED STUCCO CORNER 011 BOARDS (IN LIEU OF HARDIE PLANK) 012 PAINTED 4"X8" SPANISH CEDAR OUTRIGGER 013 RAISED PRE -CAST PILASTER PRE -CAST BANDING (OPTIONAL 014 STUCCO) 015 WOOD (AZAK OPT.) BRACKET 016 DECORATIVE ALUMINUM FIXED BAHAMA SHUTTER 017 PRE -CAST CAP 018 SMOOTH STUCCO PANELING & PROFILE DETAIL 019 COQUINA STONE CLADDING (12x24) 020 RAISED STUCCO PANEL TOP OF BEAM ELEV. _ 24'-0'ABV FIN. FLOOR 46.36' NGVD / 44.87' NAVD 010 TOP OF 2ND FIN. FL. 14'-0'ABV FIN. FLOOR 36.36' NGVD I34.87'NAVD Alk TOP OF STUDIO T.B. 1Z-0-ABV FIN. FLOOR 34.36' NGVD /32.87' NAVD 0m OL FINISHED FLOOR _ ELEVATION 0'-0' 22.38' NGVD / 20.87' NAVD 019 OL FINISHED FLOOR ELEVATION -13'-0" 9.38' NGVD / 7.87' NAVD GARAGE FIN. FLOOR ELEVATION -13' - 8-1/2" 8.86' NGVD / 7.17' NAVD Ask TOP OF BEAM ELEV. — 24'-0'ABV FIN. FLOOR 46.38' NGVD / 44.87' NAVD TOP OF MASTER T.B. 174rASV FIN. FLOOR 34.38' NGVD / 32.87' NAVD 7I iyp/ I I Tr. W4 12 001 7� 012 ON �12 71 7Yp. i 1 7P;�_,A00 «ll TYP. 7 12 7YP. .7 1 012 _ TOP OF BEAM ELF 2V-VA13V FIN. FLOC 46.38' NGVD / 44.8T A FIF711 �I 013 iI � � Il�ll�li I illy ❑ r--% 1 ❑ ❑ ❑ J1 IIIIIN IWIN I ® I� off 1 li 0 � . 1 IH� Illll 11 W REVISIONS BY DATE IM 1 DEPREVISIONS PM W2144 REVISIONS PM 01.14.15 REVISIONS PM Ob10.16 y REVISIONS PM W21-16 O5 S REVISIONS REVISIONS PM PM 02-20-17 0641-17 7 REVISIONS PM 05-30.17 W6 REVISIONS PM 06-0517 ca — — AO IN c, LV �a t2 �1A c. � 8 _ TOP OF MASTER T. 1 12'-0"ASV FIN. FLOC 34.36' NGVD / 32.87'N 012 � om FINISHED FLOOR ELEVATION 0'-0' 22.38' NGVD / 20.87' N 014 l °. f I I 77, !NMI i MM L mrl!! IIII 0 L.� I i�IIII II I I : v I _11•.III III III 11111,1114I, I II.I.I.I■III I II.IIIIIII(IIII -I . •• III I ■ ■ . \ � �� T��■ • / 1 � � ELEVATIONS 'A302� �il�ll I� v � � , c . r : • 11 1 I' II I;IIII r 0' 30' 60' 90, C LEGEND & ABBREVIATIONS A ARC LENGTH AE ACCESS EASEMENT ASPH ASPHALT BM BENCHMARK BOC BACK OF CURB BRG BEARING (C) CALCULATED FROM FIELD MEASUREME C&G CURB AND CUTTER CB CATCH BASIN CBS CONCRETE BLOCK STRUCTURE CA CENTERLINE CIF CHAIN LINK FENCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE 00. COUNTY CONIC CONCRETE COORD COORDINATE CDR CORNER CULV CULVERT DE DRAINAGE EASEMENT DEG OR DEGREE DWY DRIVEWAY EL ELEVATION £P EDGE OF PAVEMENT ESMT EASEMENT EXIST EXISTING FUN FOUNDATION FOOT FLORIDA DEPARTMENT OF TRANSPORTATION FIFE FINISHED FLOOR ELEVATION FH OR FIRE HYDRANT COASTAL CONSTRUCTION CONTROL UNE AS RECORDED IN PLAT BOOK 25, PAGE 26-261, PUBLIC RECORDS OF ST. LUCIE 1COUNTY. FLORIDA. RECORDED SEPT. 15, , \ \1 lDaS/98IRc �c- '\ 92,55' xy N89'58 eE 287.08' go F 0� \\ `LO o\ N Z� \ q3 , (51 \ 'A bib . cp CID\ \\ C C CID (5\ \17 �e \ :5Y P 1 � 1-0 CX TJ (� Q. 37.09' 'CD CP tea. a 0,,t 7- �� d 1 SEA \ �6 NITS \ \ C \ \ C \ DIAMOND SANDS LOT 27 LOT 27, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 0>` \ O Z, } �G 72.73' 14.29, 23.4,Y • / r', C LOT \� \ 25 2 11 a \ w= lilt V73.13' " 13.32' 24.51' � 75.84' NBW58'14"E 223.89' '', •\ ,` �STORM DRAINAGE V MRlm OCE mM rar v.=s se' IXISfING PAvhTtLo ;9RIGFC 9RNi =CLE'. W RIM I].EV.=7.11' LOT \cl�. \ VA N EASEMEN I ..J UG,s A 50 ~� �d 1 b" ^I'3,5 h� SET tRc � \ e- / h CHARLES ARNOLD G� 7�O 3 27 3R 4 71 \ �.1 S` VA - FEND 5%V" RC -=`.ti, 90.58' 'S 'Z: 167.2 •� N 108^.010.2W yCn E 07916.08I3` NAIL ISK 99'58'14"E 296.89' i - \ ARNOLD" , 79 7. fi� �0"C gh HARLES ARN ASPHALT 7�p D� ;, 7 PSM 4979 V CAN P\ NA & 0f$4C (5U ' �� >� a �i\ ELE . 7.D0' 1 S 01°34'09" E 1 1.06' 1 35 50 \ 3 N89' 8'14" Ci S' 7L � `A \ \ SETkRC UNDER OUN P RD \ Di} I CHAARNOLA FW 5 8 IR x p 9 .3£ . 0 Y P y,' \ �0 f N PSM # 4971 LB 95 _ c �' FOU 5/8 RC U,\ SE NNHN E -Y \ �N� LB 9" ram\ o N O RIM ELEV.-S-W O r \ �� N 1084525.272' ©� \ W 0 FNC FENCE e *"`?may kk�� �S� ^ E a079a9.67a' •� �\ , f , s Ae,ASEMANHOLE [y FND FOUND " �' IT G3iu W'9 \ L. C� 9 49 W a^ ,V A / tmA vm5.fia' 28 GW GUY WIRE 4P 2-A \ p �. ;g �' \ fir'. �}t_yfl VACANT \, HWY HIGHWAY 1-.�- INTERSTATE HIGHWAY ID IDENTIFICATION NUMBER INV INVERT IP IRON PIPE R IRON ROD IRC IRON ROD & CAP LP LIGHT POLE (M) MEASURED DATA MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTIUTIES (P) PLAT DATA PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCP PERMANENT CONTROL POINT PG(S) PAGE(S) POB POINT OF BEGINNING Poe POINT OF COMMENCEMENT PP POWER POLE PRC POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT POINT OF TANGENCY PWR POWER R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SA SETBACK LINE S.R. STATE ROAD S/W SIDEWALK T TANGENT TBM TEMPORARY BENCHMARK TELE TELEPHONE EQUIPMENT TOB TOP OF BANK T05 TOE OF SLOPE UE UTILITY EASEMENT WESTERLY LIMITS OF DUNE GRASSES ,, \ \ t WA+ •"'C 55.87 C' \/• 123.63' `, } 26.f N89'58'14"E 306.19' rl�� J 0 9 G1C COASTAL CONSTRUCTION CONTROL UNE AS RECORDED IN PLAT BOOK 26, PAGE 26-261, PUBLIC RECORDS OF ST. LUCIE ' 2 COUNTY, FLORIDA. RECORDED SEPT, 15. 1988. UT UTY POLE a �, D-4 WATER VALVE y ® MANHOLE & AND �s0 S> fib' LOT AT \pq�d = SSE >>. o DELTA � 53.77' 3s.a ' �s. �= 45 ® WATER METER — — — — — — — — — -- FOUND 4"X4" CM sTAMPED "L 13.959 �y N89'56 �I "E 336.48' HAWAIIAN HALF -FLOWER r( ' 4616 �R-96 CABBAGE PALM CCC�� C Z ' Colo, 00 \ 5EAGRAAE TREE W �•: � 'O O toSEASIDE MAHOE �• ry a=\ - ---- DUNE GRASS (SEAOATS, ETCETERA) 1� r \ R=17238.75 &- 1cw 8.75' 6=QO 93 77'(" tY= l 71 a804" FOUND 4"X4' CONCRETE MONUMENT L=1B0.09` L=199.77'(C) (R/W MAP)(G) STAMPED "PRM #3859 53.54'(C) \ \ t/V • (BEARING SASE). f .r — 1.4 . . _.. . . ____.. .' �L_ . . .. — 3' MEASURED FOUND IRON ROD IN PAVE NT CUT-OUT' 212.1 ( ) FOUND 4"X4' CONCRETE MONUMENT' (0.2' SOUTH, AND 0.. EAS N89'56'21"E STAMPED "PRM #3859 \ OF CALCULATED CENTERLINE TERSECTION) APPROVED PLAN AS PERMITTED BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANTTO CH. 161, F.S. AND OTHER PERMITS MAYBE REQUIRED. September 4, 2014 Reviewed by Date COASTAL CONSTRUCTION CONTROL LINE (1972 CCCL) PER WEATHERINGTON & KIRBY SURVEY, FILE NUMBER 81-2051, DATED 6-30--81 (PLAT BOOK 16, PAGES 32. 32A•-32G). MEAN HIGH WATER LINE LOCATED AT ELEVATION 2.00 FEET N.G.V"D, 1929 AS PROVIDED BY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. AND FIELD LOCATED ON SEPTEMBER 13-19, 2005. MEAN HIGH WATER UNE LOCATED ON MARCH 05 2014. ll:OOAM ELEVATION 0.50 (NAVD OF 1988) CONVERT TO (NGVD OF 1929 (+1.49)) 1 SEASONAL HIGH WATER LINE �W ELEV. 5.19 NAVD OF 1988, LOCATED MARCH 05, 2014, 12:3CP C\ 1 `EASTERLY LIMITS OF DUNE GRASSES SOUTH UNE OF SECTION 27 7M 6.82' --- ELEVATION 'O' CONTOUR LINE 6.47` RECEIVED June 10, 2014 DIVISION OF WATER RESOURCE MANAGEMENT SL-303 % 26 SECTION CORNER 34 35 \ AIA t F a F n MARGE M4 P H �2 Cam 712 ' FZ t PMA WSTA y� T SITE LOCATION MAP NOT TO SCALE STREET ADDRESS 8124 SOUTH OCEAN DRIVE, JENSEN BEACH, FL, 34957 LEGAL DESCRIPTION BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING ALL OF LOT 27, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40--46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL CONTAINING 0.64 ACRES, MORE OR LESS. CERTIFICATIONS GENE NEWMAN LYNDA NEWMAN GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST BOUNDARY OF DIAMOND SANDS PLAT NO. 2 AS RECORDED N PLAT BOOK 54, PAGES 40-46, ST. LUCIE COUNTY PUBLIC RECORDS. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON, 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. d. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SLPIVEY. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-7" AND VE-11". ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0303 J,EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATIONCERTIFICATE. 6. REPRODUCTIONS OF THIS MAP ARE NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 7.LLADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, 11. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA, 9. THE LAST DATE OF FIELD WORK WAS MARCH 05. 2014. 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN +ERTICAL DATUM OF 1988. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 IS (+1.49'). R... x s 1 r, : s taxA,s J a 1�� GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HI PER GA -12 CHANNEL (LI & L2). 3. THE ORIGINAL GPS RTK MEASUREMENTS, MAY 13, 2013. TWO TOPCON DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT•SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA, TYPICALLY A BASE RECEIVER 18 SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS ANDiOR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (313) POSITIONS. 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY STANDALONE, SURVEY+. 5, THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 1 OMM + 1 PPM (RIMS) VERTICAL: 20MM + iPPM (RMS). C�Ira 04 V 0, sEi V3 2 M. n a v � W O LL a /� W V5 o > 11U. D fCL LV U9 C] O a It vo Q :O ® Z z w5 Q" rd © J 1a w �. 1N © n U. O z_ LLi z 0% U. U. i L) IL mLL U. z <C LEI r•- vl tin ED ra r✓a � U V M F-- 0 ra �3Z © � 5� VJ LI. Uj NQ< W a Q w W C� F a'6 m Q` .n Z o %. W Q Z Q aUZow J O wp t3w, r < Z ¢ W'W�w Z p "�diow 1� N a Imo' (>L'3aio LijN 0 <Z PWIS O v ?wIqiE J L} Q9Ir nZa 0 I.; 0 z U) a4of5 BRAWN BY: CA CHECKED BY; CA DATE! JANUARY 19, 2013 HORIZONTAL SCALE! 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES ARNOLE OFESSIONAL SURVEYOR & MAPPER )RIDA LICENSE NO. 4971 DA 4 ZV/ SHEET OF 1 PROJECT NO. 14-510 .71 36 < 32 28 24 20 16 12 8 4 0 -4 -20 37.09' 1 73.13' 0 1 13-32' %24.5175_84' APPROVED PLAN AS PERMITTED -low N89*58'14"E 223�89' BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTIO� APPROVED CONS_�R �ION AND ANY OTHER AUTHORIZED ACTIVITIES MU 4 DO HALL 0 COMPLY CONDITIONS OF THE PERMIT. CONSTRUCTION AND F ACT E ARE R LY LIMITED TO THOSE BOTH SHOWN ON THE APPRO' CCASTAL -j'NSF;RU`f.QN CONTROL, IJNF�� --COASTAL CIONSTR�_(-TION CONTROL_ LINE 'j"l XPLANSIVITI S ICT AND L ISDIN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUEI AS RECOR-_ED IN PI-/al-r BOOK 26, PAGL� (1972 CCCIQ FER &PURSUANT T To 'kIRBY SURV I �_Y. FIL.F NLI.�VR;�R 8-205�, R AN H. 161, F.S. AND OTHER PERMITS MAY BE REQUI 26 - 261, PU91 IC RECORDS) OF ST. LUCIE COUNTY, FLORIDA- RECORDED SEPT. 15, % 10 DAT, D 6-30-51 (PLATi FOOK 16, PA( ES A.11 2 32 G) 988. 32, z Al, LOT -7 1� September 4, 2014 'cP . j \261 Reviewe by Date �A \ I .,t 1. ­ * - - w I 1 11 1 J - I I I i I .VACAN 1, D%'�PvIENT b-' sl NS7PUCT. TEM'PORARY BERM 60 if AOD', CROSSIOVER ol TO BE REMOVED UPON FINAL lk 0 GRADING OF LOT 27. TOE., OF (A 1 A -7 f 5�j 7 �N 04� ORANGE, A,\/FNLJE cl I ifE -I -EMNARDS RD 111NARDS 0. L L Ca WHITE TF CITY R 0 �A < /I 5z- 'MEAN HIGH V!iA,rER .]VF, LOCATEI� ON AIA L A. 17.34' , 'GROUND j'4 X\ - , - �r. \a. SLOPE TO MATCH -, . -), 2 014, _l_EV.4ATION C v 07,27' MARCH 0� 11: 00 AM, I a� , , 1 3) c 0 :v 9 c F (NV�� OF 198� Ewl 0 /6-82"rr.) 'N -VD O��_ 192"D li-1�49 90.59' -0,3' 53;,l lk 7 0 X 't2 "'�l Al\ 99 'JAC d SITE vfi 63 I'AE s, (o E ROEC32-S, Q�Y LOCATION MAP �:*i ASPH LT -1 E A A R sbII 1. A ST\FL� E_�.Ev. = 2068,11 I I 7.3 EL��, - 18 .3 , . A, k . I ;..�v I I % 14.,, % " I 21,113 A �o. uA % \\u 7 RLY l.1V fS %`W Q-LD. ob AS� S DUN! G,R -------- -- ELEVAT40N "0" CONTOUR LINE X CONTOUR 6Z5 J�j 1��0,6 67 5 '0 A 03' - -------- N89-58'14"E 1501.1 1, 2 6.47' 2. I 20 A .... . NCHM N FINAL % E. R LINE -3 C TO BE REMOVED UPON k-'ESTERI_y 1- 114TS QF-­ 4 K ARK IN 0. 1 VCONSTRUCT TEMPORARY OERM OVA ��b SLA�;ONAL HIGH 1.�\? 1 NAIL' Dl� GRADING OF LOT 27, TOE OF C., ELLV, 5.19 NAVD OF 19H.. ON SLOPE TO MATCH EX. GROUND NE 'CRASSE� LOCATED VIARCH, 05, 2014 % 2 AW CLE�,IIAI DUNE 12: 30P U6 iOT %* %. lo,� Ls (5�_� \ I i it j 2 9 (n,A s I& 48 1 1 %7 VACANT s 00 6 Ndo. 0 COASTAL. CONSTRUCTION CONTROL LINE AS RFCCRDr_D IN P-AT KOK 26, PAGE L FCORDS OF ST 10.67 --------- 26 2�3,1, PUBLIC R� CCUNlY, FLORID,,. RECORDED SEPT. 'l 59,06, 55.87' 1216S $0 6 ---- --- - ----- N89'58'1 4"E 306.19' -7 ­ I- I—- .......... . .... .... __ __ 40 60 all 100 120 9 CROSS SECTION A -A PILE FOUNDATION IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 140 160 180 200 220 240 260 280 LEGEND AREA OF CUT (EXCAVATION) AREA OF FILL (EMBANKMENT) TEMPORARY EXCAVATION ASSOCIATED WITH THE FOUNDATION CONSTRUCTION TO BE STORED WITHIN THE FOOTPRINT OF THE RESIDENCE, I - R E V I S 1 0 N S - I By I DATE I I Ut.)Ivlru I r M FlI F PFF I FIELD 81<./PG.j 300 36 9 091r-Y 28 -7 24 1-- LU 20 Ld 16 12 8 LLJ _j < 0 .4 RECEIVED RECEIVEDe 10,2014 June 1 EMANAGEMENTJ�% DIVISION OF WATER RESOURCE MANAGEMENT 4400 BELLE 61ROVE DRIVE d,,-ko "Iff'RCE, Fl- )-�981 1Ll PIAONTF 772-510-8161 s FAX-72 464,1183 gl LLC elIgiLP0d:l25(,k)ao?.com Oup, F_ N (-TlNE]EiZS, Pl_MNNII_-.RS & CC)NS-FRUCTION kTANAGERS SPATE OF FLORIDA GI RTIFI� - � vl 1: OF AU rIlOR12ATION NO 28610 SL-303 -]-By DATE DESIGN RML 05-20-14 CALCS. DRAWN RML D5-20-14 DETAILED CHECKED RML 5-27-14 APPROVED LEGAL DESCRIPTION BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING ALL OF LOT 27, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL CONTAINING 0.64 ACRES, MORE OR LESS LEGEND ff2 PROPOSED PAVER DRIVEWAY x a -go EXISTING ELEVATION PROPOSED ELEVATION DRAINAGE FLOW DIRECTION PROPOSED SANITARY MANHOLE EXISTING CONTOUR ca PROPOSED CONTOUR MR0311ko"MA Ing 02-- 9 PQ 1 ALL ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). TO CONVERT TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1988) ADD 1.49 FEET. NAVID 1988 + 1.49 = NGVD 1929, 1 ANY AND ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND DEPOSITED AT AN UPLAND DISPOSAL SITE. 3. SWALE CONSTRUCTION IS CONSISTENT WITH THE PERMITTED MASTER STORMWATER PERMIT ISSUED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (IFIDEP), FILE NO. SL-197, 4. LOT 26 EXCAVATION SEAWARD OF THE CCCL = 0.0 C.Y. FILL TO BE PLACED FROM 65.62' TO 135.13' SEAWARD OF THE CCCL = 39 C.Y. (INCLUDES 25% FILL COMPACTION) NET FILL TO BE PLACED SEAWARD OF THE CCCL 52.0 G.Y. 5. LOT 28 EXCAVATION SEAWARD OF THE CCCL = 0.0 C_Y_ RECEIVED FILL TO BE PLACED FROM 33.01 TO 126' SEAWARD OF THE CCCL = 52 C.Y, (INCLUDES 25% FILL COMPACTION) NET FILL TO BE PLACED SEAWARD OF THE CCCL =63.2 C.Y. 0 12014 6NNGEH4 STUBBS 6 LOT 27 ft, EXCAVATION TO BE REMOVED FROM 113,31' TO 136.03' SEAWARD OF THE CCCL = 323.72 C.Y. (INCLUDING PILE EXCAVATION) FILL TO BE PLACED FROM 54! TO 113.31' SEAWARD OF THE CCCL = 374 C.Y. (NCLUDES 25% FILL COMPACTION) NET FILL TO BE PLACED SEAWARD OF CCCL = 50.28 C.Y. HIUvKD W LADrKON�L','_-REG. NU� *,54288 1) DIAMOND SANDS, LOT 27 1 11, Ill's I 11111mll"11,15 I � 0 1 11 11�1� 111 11 11 ;p; A HORIZ. SCALE: 1"=20' VERT. SCALE: 1"= 20' JOB No. 14-024 SHEET 1 OF I ,)j 1 C:) 0 C J < 61 �5 � r1 �� �- wilcp;IL. UP C�II)' P3vtlb eCf on eantl` 3,4' µNod seuulµ bcd f" p,,"�' a• .n�n��d: i,���e mvl.uamd cGafmg su by r��de , Paver Detail- vehicular Scale: N.T.S. 0) 01, X\ X 90.59' 11 NOTE: 3' 6 'B !J �N I'fR w 20 cxi AM'2 Fnf A2 LNIL TT (J�'5 es 54 rvo I5 I.ML z I N89"58 _4: E SOD .k SOD SOD O EVATED/ DECK - � ILE 0, fX a lin it W04-4r" /II/ III I /II/I` IIIII I tRMl 110l ��_ hill �,_.,,er.,�,el��>���1�!��n...�QII�II��.�IICII�IIII�IIt3II�tIIIIIIII�iIIffIIII -_.i�l�l\''`"nii'Iir'►i�i`!i�`�!r-i.�_�i.1�_.��: _ - �_�--' All hardscape areas to drain away from residence at a Min .5% / Max 2% slope Ho SOD x I �\---TRANSFORMER I UNDER GROUND PO ER II COASTAL CO STRUC ON C TROL LINE CO ';1 N AS RECORDE IN PLA BOO 26, GE `w N 26-26I, PUB IC RECOR S OF T. LU IE O ' ° SEWER COUNTY, FLORIDA. RECO DED PT. 1 , MANHOLE 1988. C� J RIM ELEV.=5.50' N `1j• 0 CA LOT STORM DRAINAGE MANHOLE �VQ RIM ELEV.=5.54' 1 t , Z n� W n Z( � t u a O ` Q W ( g W L a � ¢ 3 F > O L z a 0 t a > L O W e 2 F- � m( ISTING 00D ?OE \i W 10 ACCESS\ EASEMENT J V '',. \ 0 o w WESTERLY LIMITS OF z , V cz =w Cq DUNE GRASSES \\\ U r :E s \ z w N w m Q z o a RECEIVED a o s 2 z 0 2V (n June 11, 2014 � � w = m p w o DIVISION OF WATER ZoGz RESOURCE MANAGEMENT F— z J Landscape Plan oU 'O �3�oz > a z a a w Q � v, �� scale 1"=10'-0" SL-303 C a a 107.27� VACANT Tony Grimaldi Landscape Architecture L.C2600(459 11760 SE Dixie Highway Hobe Sound, Florida 33455 phone: 561-972-0917 email: palmbeachtony@yahoo.com www.toiiygrimaldi.com V r^ V ` V) 7.4 U ti r SIGN AND SEAL Landscape Architect Jason Litterick LA# 0001677 North DESIGNED TG DRAWN JML APPROVED JML JOB NUMBER DATE 4/23/14 REVISIONS 4/25/14 6/10 /2014 removed elevation info SHEET I n 1 OF 2 LULL® ® O 5a W r 7 3" MULCH PLACE TOP OF ROOT BAIL 2" ABOVE FINISHED GRADE FORM SAUCER WITH 3" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE BACK FIIL AROUND ROOT BAIL WITH STANDARD PLANTING MIX ELIMINATE AIR POCKETS. PLANTING PIT DEPTH SHALL BE 4"-6" GREATER THAN ROOT BAIL PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER FOR ROOT BALLS 2' AND UNDER OR 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON 4%6" LAYER OF COMPACTED STANDARD PLANTING MIXTURE 4 SHRUB/GROUNDCOVER PLANTING DETAIL NTS A ' PLACE RUBBER HOSE ON WIRE AT ALL POINTS OF b CONTACTW7TH TREE PLACE 3 (DOUBLE STRANDS) 12 GAUGE GALVANIZED GUY IV 5~� WIRE; SPACED EQUAL DISTANCE AROUND TREE ABOVE FIRST LATERAL BRANCH, PLACE SAFETY FLAGS ON GUY WIRES 0 O TWIST WIRES TO AD.JUSTTENSION ON GUY WIRE ✓'+, PLANT TOP OF ROOT BAIL SLIGHTLY HIGHER THAN 6 FINISHED GRADE Q - REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF D S _. APPLICABLE � U 3" MUCH BACK FILL AROUND ROOT BAIL WITH STANDARD PLANTING MIXTURE. ELIMINATE AIR POCKETS. D FORM SAUCER WITH 4"-6" CONTINUOUS 'OUS EARTHEN RIM NTINL AROUND PLANTING HOLE - 2"x4"x24" WOOD STAR', DRIVEN 3'' BELOW GRADE � PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON _ • % -IIIIn IIIII 4"-6" LAYER OF COMPACTED STANDARD PLANTING MIXTURE. I IIII= III—'IIII PIAN'TING PIT DEPTH SHALLEQUAL DEPTH OF ROOT —' IIIII I11 BALL PLUS 6" FOR SETTING LAYER OF COMPACTED =IIIII - LI I I -I I I I I 'I STANDARD PLANTING MIXTURE. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER OF ROOT BAIL LARGE TREE PLANTING DETAIL ❑ > ❑ I— 0 zC'�o v W G w z a= z o W E O N F > w r L7 O G� F Z a❑ �n O a m ¢ w z z vt a E m t� r W Z O O 0~ Ll ❑ UW z a aOjZwa m~ .. ., VQ N C w = ¢ O w xj F- rLLw Z OW Yz F LL OW a N O w Z a¢ O o z In a .�_ > 2 a O W Z p 2 W LL �.� c N 0 CCzg- a O F- G BY�� z Q mm �< aU \�\ 1. z d W " - O L] zPGLn O w J L- W¢ u i ❑> a z a C > w z z Y m � o �> > z m a n a a a FINISHED GRADED NTS PRUNE & TIE FRONDS TOGETHER WITH DEGRADABLE TWINE (MINIMUM 6-8 FRONDS) OT BAIL AT I' SABAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESS (UNLESS OTHERWISE NOTED) 5 - 2"x4"xI8" WOOD BATTENS. DO NOT NAIL BATTENS �. TO PAIN[ HEIGHT OF BATTEN'S SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE `- BRACING i ' — 2 STEEL BANDS i MINTMIJM :3 - 2"x4" WOOD BRACE$ SHALL BE TOE NAMED TO WOOD BATTENS 3" MU1L'H �-- FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE - 2'x4"x24" WOOD STAKE REMAINING 3"ABOVE GRADE IIII IIII Is. IIIII BACK PILL, AROUND ROOT BALL WITH STANDARD PIANI'ING MIXTURE. ELIMINATE AIR POCKETS. =IIIII I—' PLANT ROOT BALL OF SABAL PALMS 2"-3" BELOW IIIII=IIIII=IIIII illl_ I I FINISHED GRADE ' —IIIII=IIIII_ IIIII I ,„ SIZE OF ROOT BAIL WILL, BE IN PROPORTION TO SIZE AND TYPE OF PALM IN RELATION TO SOUND NURSERY PRACTICE BOTTOM OF PLANTING PIT ON _ PLACE RO 4%6" LAYER OF COMPACTED STANDARD PLANTING MIXTURE. PALM PLANTING DETAIL NTS I' LANDSCAPE SPECIFICATIONS 1. GENERAL LANDSCAPE REQUIREMENTS LANDSCAPE CONTRACT" WORK INCLUDES, BUT IS NOT LIMITED TO, SOIL PREPARATION; FINE OR FINISH GRADING, FURNISHING AND INSTALLING PLANT MATERIAL, WATERING, STAKING. GUYING AND MULCHING. PLANT SIZE AND OUALITY TREES, PALMS, SHRUBS, GROUNDCOVERS: PLANT SPECIES AND SIZES SHAUL CONFORM TO THOSE INIDICATED ON THE DRAWINGS, NOMENCLATURE SHALL CONFORM TO STANDARD PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS. PARTS I &.II, LAVEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED OTHERWISE. ALL PLANTS SHALL BE FLORIDA GRADE NUMBER I OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. TIGHTLY KNIT PLANT, SO TRAINED OR,FAVORED IN ITS DEVELOPMENT THAT FIRST APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. ALL PLANTS SHALL BE FRESHLYDUG, SOUND, HEALTHY, VIGOROUS. WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL'HAVE ADEQUATE ROOT SYSTEMS. TREES AND PALMS FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY AND FLORIDA NUMBER 1. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS,, WELL -ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE. PLAN"I'S SHALL HAVE TOPS OF GOOD QUALITY AND BE IN A HEALTHY GROWING CONDITION. AN ESTABLISHED CONTAINER GRQ, LN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER. AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVEbEVFLOPED SO TRAY THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. _ MULCH SHALL BE SHREDDED CYPRESS MULCH FERTILIZER IN BACKFILL MIXTFURE FOR ALL PLANTS SHALL CONSIST OF NJ[ :ORGANITE.ACTIVATED SLUDGE MIXED WITH THE BACKFILL AT A RATE OF NOT IESS THAN St) CBS. PER CUBIC YARD. , FERTILIZER FOR TREES AND SHRUBS MAYBE TABLET FORM OR GRANULAR. GRAWIAR FERTILIZER SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE -FLOWING. THIS FERTILIZER SHALL BE DEIJVF.RF.D TO TIE SITE IN THE ORIGINAL UNOPENED BAGS, EACH BEARING THE MANUFACTURER'S STATEMENT OF ANALYSIS, AND SHALL. MEET THE FOLLOWING REQUIREMENTS: 160/, :NITROGEN, 7% PHOSPHORUS, 12% POTASSIUM, PLUS IRON. TABLET FERTILIZER (AGRIFORM OR EQUAL) IN 21 GRAM SIZE SHALL MEET THE FOLLOWING REQUIREMENTS: 20% NITROGEN. 10% PHOSPHORUS AND 5%r POTASSIUM. FERTILIZER WILL BE APPLIED AT THE FOLLOWING RATES: PLANT SIZE 16-7-12 AGRIFORVI TABLETS(21 GRAM) 1 GAL 1/4 IB. 1 3 GAL 1/3 LB. 3 7-15 GAL 1/2 LB. 6 1"-6" CALIPER 2LBS./1'CALIPER - '2 PER 1 CALIPER 6" AND LARGER 3 LBS./L CALIPER 2 PER 1 CALIPER ` "FLORIDA EAST COAST PALM SPECIAL' SHALL BE APPLIEDTO ALL PALMS AT INSTALLATION AT A RATE OF X LB. PER INCH OF TRUNK UNLESS OTHERWISE SPECIFIED. FIELD GROWN TREES AND PALMS PREVIOUSLY ROOT PRUNED SHALL OBTAIN ARGOT BALL WITH, SUFFICIENT ROOTS FOR CONTINUED GROWTH WITHOUT RESULTING SHOCK. NT )R SCAR TRUNK IN ANY FASHION. CONTRACTOR SHALL NOT MARK (. UNK , PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN 24'HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. THE LOCATIONS OF PLANTS, AS SHOWN IN THESE PLANS, ARE APPROXIMATE. THE FINAL LOCATIONS MAYBE ADJUSTED TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS MAJOR ADJUSTMENTS. TO THE LAYOUT ARE TO BE APPROVED BY. THE LANDSCAPE ARCHITECT. My - AIL PLASTIC FABRIC SHALL BE REMOVIJD FROM PLANT MATERIAL AT TIME OF INSTALLATION. ALL TREES MUST BE STAKED AS SHOWN ON THE PLANTING DETAILS WITHIN 24 HOURS OF PLANTING. STAKES TO. REMAIN FOR A MINIMUM OF 9 MONTHS, BUT NO L ONIGER THAN 18 MONTHS. CONTRACTOR IS RESPONSIBIE:FOR MAINTENANCE AND REMOVAL OF THE STAKES. . ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECT'S DIRECTION. SABAL PALMS MAY BE HURRICANE CUT: ALL SHRUBS, TREES AND GROUND COVER. WIIL,HANE IMPROVED SOIL AS PER PLANTING SOIL NOTES. THE SOILS SHAH. BE PLACED IN THE HOLE DURING PLANTING. TOP DRESSING ONLY IS NOT ACCEPTABLE. DO NOT ALLOW AIR POCKETS TO FORM VREN BACKPn L ING. ALL TREES SHAH.. BE SPIKED IN UTILIZING WATER AND A TREE BAR. THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE. AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING SOD, UNTIL COMPLETION OF CONTRACT OR'ACCEPTANCE BYLANDSCAPE ARCHITECT. SETTLED PLANTS SHALL BE.,RESET TO PROPER GRADE, PLANTING SAUCERS RESTORED', AND DEFECTIVE WORK CORRECTED. THE LANDSCAPE CONTRACTOR SHALL AT ALL. TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY HIS CREWS DURING THE PERFORMANCE OF THE WORK UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL, EMPTi PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. - UPON COMPLETION OF THE WORK; THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A FINAL INSPECTION. AN'Y ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE SHALL BE PROMPTLY,C(*RECTED BY THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD I OF SIX (6) MONTHS FROM THE DATE OF CONDITIONAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHTFCT. AT THE TIME OF CONDITIONAL ACCEPTANCE. THE SIX (6) MONTH PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL HE PRO.NIPTLY REPLACED WITH SPECIMENS THAT MEET THE MINI MUM RF.QLTIRFIMENTS CALLED FOR ON THE DRAWINGS. TIME. LANDSCAPE, -CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AND AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. CONTRACTOR, SHAUL BE RESPONSIBLE FOR WATERING AND OTHERWISE MAINTAINING PLANTS UP TO THE CONDITIONAL ACCEPTANCE PERIOD, UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. - ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION, AS WELL AS ALL THE COST FOR THE REMOVAL OF UNSUITABLE OR EXCESS BACKFILL MATERIAL, SHALL BE INCLUDED IN TILE CONTRACTOR'S BID TO PERFORM THE WORK REPRESENTED IN THIS PIAN SET. GENERAL NOTES ALL LANDSCAPE WORK SHALT; CONFORM TO THE REQUIREMENTS PALM BEACH COUNTY LANDSCAPE CODE. THE LANDSCAPE CONTRACTOR SHALL NOT MAKE ANY SUBSTITUTIONS OR CHANGES WITHOUT THE AUTHORIZATION OF THE OWNER AND THE LANDSCAPE,ARCHITECT. - THE LANDSCAPE CONTRACTOR SHAH. REVIEW THE PROJECT DRAINAGE PLANS AND VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND AVOID ALL CONFLICTS. - THE LANDSCAPE CONTRAcToR,BE RESPONSIBLE FOR Ali PERMITS RELATING TO HIS/HER WORK PERIMETER LANDSCAPING SHRUBS SHALL BE, A MIN. OF THREE FEET IN HEIGHT AND TWO FEET IN WIDTH IMMEDIATELY UPON PLANTING, AND SHALL BE SPACED AT A MAX OF T6 ' ON CENTER. THE PLANTS SHALL BE OF TYPE CAPABLE OF ATTAINING A HEIGHT OF FIVE FEET WITHIN ONE YEAR OF PLANTING. (SEC.94-36). TREES AT ENTRANCEWAY SHALL BE LIMBED UP TO MAXIMIZE SITE DISTANCE. CLEAR VISIBILITY SHALL BE MAINTAINED BETWEEN 30" AND 8'. TREES' SHALL BE POSITIONED TO AVOID CONFLICTS WITH SITE (AREA) LIGHTING. PLANTING ISLANDS WITHIN AND ADJACENT TO PARKING AREAS SHALL BE FREE OF LIME ROCK AND OTHER FOREIGN MATERIALS TO A DEPTH OF 36". IF NECESSARY, RECYCLED PLANTING SOIL MIXTURE SHOULD BE USED TO REPLACE UNSUITABLE SOIL WHICH IS EXCAVATED. ALL TREES SHALL BE LOCATED WITHIN A MULCH PLANTING BED WITH A MINIMUM OF TWO (2) FEET OF CLEARANCE TO THE LOGE OF THE BED. PLANT MATERIAL USED SHALL BE FLORIDA NUMBER I OR BETTER AS DEFINED BY THE DIVISION OF PLANT INDUSTRY'GRADE AND STANDARDS 'LATEST EDITION. ALL, AREAS SHALL BE FULLY IRRIGATED IN ACCORDANCE WITH THE WEST MELBOURNE LANDSCAPE CODE U.LD.C. IRRICATION SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO COINSTRUCTION. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% OVERLAP COVERAGE TO ALL LANDSCAPE AND SOD AREAS. THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSORICUT OFF SWITCH IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. LANDSCAPE SPECIFICATIONS (cost.) ® o LA 2. PLANTING TREES W fY EXCAVATE PIT AS PER PLANTING DETAILS. COMPACT LAYER OF TOPSOIL IN PIT WITH A SLIGHTLY DISHED GRADE TO CENTER. BACI,TILL AROUND BALL WITH TOPSOIL AND SLIGHTLY COMPACT, WATER. THOROUGHLY AS LAYERS ARE PLACED TO ELIMINATE VOIDS AND AIR POCKETS.. BUILD A 6" HIGH BERM OF TOPSOIL BEYOND EDGE OF EXCAVATION. APPLY 3" (AFTER SETTLEMENT) OF MULCH PRUNE TREE TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE AND THIN OUT STRUCTURE. DO NOT REMOVE MORE THAN 157oOF BRANCHES. DO NOT PRUNE BACK TERMINAL LEADER. GUY AND STAKE TREE IN ACCORDANCE WIT THE STAKING DETAILS IMMEDIATELY AFTER PLANTING. 3. PLANTING SHRUBS LAYOUT SHRUBS TO CREATE A CONTINUOUS SMOOTH FRONT LINE AND FILL IN BEHIND. EXCAVATE PIT OR TRENCH TO 1-1/2 TIMES THE DIAMETER OF THE BALLS OR CONTAINERS OR V-0" WIDER •THANTIIESPREAD OF ROOTS AND 3" DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT. COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS. BACKFILL AROUND PLANTS WITH PLANTING MIXTURE, COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS. FORM GRADE SLIGHTLY DISKED AND BERMED AT EDGES OF EXCAVATION APPLY 3" OF MULCH PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE AND THIN OUT STRUCTURE DO NOTREMOVE MORE THAN 15%a OF BRANCHES 4. PLANTING GROUND COVER LOOSEN SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL, HAS BEEN STRIPPED AND SPREAD SMOOTH. SPACE PLANTS AS OTHERWISE I.NDICATED. DIG HOLES LARGE ENOUGH'10 AVOW SPREADING OF ROOTS. COMPACT BACEFILL TO ELIMINATE VOIDS AND LEAVE GRADE SLIGHT[ Y DISHED AT EACH PLANT'. WATER THORCIUGH Y. APPLY 3" OF MULCH OVER ENTIRE PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. PURPLE QUEEN GROLNDCOVER, IF SPECIFIED, SHALL ONLY RECEIVE V OF MULCH. DURING PERIODS OF HOT SUN:AND/OR WIND AT TIME OF PLANTING, PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS OR AS NEEDED. 5. PLANTING LAWNS SODDING: SOD TYPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO LAYING. LOOSEN SUBGRADE TO DEPTH OF 4 AND GRADE WITH TOPSOIL EITHER PROVIDED ON SITE OR IMPORTED TO FINISH DESIGN ELEVATIONS. ROIL PREPARED LAWN SURFACE. WATER THOROUGHLY. BUT DO NOT CREATE MUDDY SOIL CONDITION. FERTILIZE SOUL AT THE RATE OF -APPROXIMATELY 10 LES. PER 1,0005.E SPREAD FERTILIZER OVER THE AREA TO RECEIVE GRASS BY USING AN APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE'1HE APPROPRIATE QUANTITY. DO NOT FERTILIZE WHEN WIND VELOCI rYExCEEDS L5 M.P.H. THOROUGHLY MIX FERTILIZER INTO THE TOP 2" OF TOPSOIL LAY SODSTRIPSWITH TIGHT JOINTS. DO NOT OVERLAP, STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. WORK SIFTED SOIL MIX INTO MINOR CRACKS BETWEEN PIECES OF SOD AND REMOVE EXCESS SOIL DEPOSITS FROM SODDED AREAS. SOD ON SLOPES GREATER THAN 3:1 SHALL BE STAKED IN PLACE. ROLL OR STAMP LIGHTLY AND WATER THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. 6. MISCELLANEOUS LANDSCAPE WORK LANDSCAPE MAINTENANCE r REPRESENTATIVE WATERING WEEDING I ACCEPTANCE ISSUED BY THE OWNER'SVE. INCLUDE MAINTAIN LANDSCAPE WORK UNTIL FINAL ACCEPTA IS CULTIVATING, RESTORATION OF GRADE, MOWING AND TRIMMING GRASS, PRIJNIIYG TREES .AND SHRUBS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO INSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT MATERIAL PLANT MATERIAL SUBSTITUTION ,. NO SUBSTITUTION OF PLAINT MATERIAL, TYPE OR SIZES WILL BE PERMITTED WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. PLANTING BED PREPARATION ' ALL PLANTING BEDS SHALL HE PROPERLY PREPARED PRIOR TO THE COMMENCEMENT OF ANY PI'ANTING. PLANTING AREAS, INCLUDING LAWNS SHALL BE FREE, OF ALL WEEDS AND NUISANCE VEGETATION. IF TORPEDO GRASS (PANICUM REPENS) IS PRESENT OR ENCOUNTERED DURING PLANTING, THE LANDSCAPE CONTRACTOR SHALL STOP AIL PLANTING UNTIL IT CAN BE DEMONSTRATED THAT IT HAS BEEN COMPLETELY REMOVED OR ERADICATED. THERE SHALL BE NO EXCEPTIONS TO THIS PROVISION. PLANTLIST -NOTE: ALL PLANTING MATERIAL SHALL BE FLORIDA # 1 OR BETTER (ry SYM BOTANICAL NAW, ODMN )N NAME SIZE SPACING i REMARKS 2 CRI Crinum Spp. Green Crinum Ijhy #7, 36" x 3.6" A.S. FULL &THICK 3.2 FMI Ficus microcarpa'Grn. IA' Green Island Ficus #3 12NIT' 24" O.C. FOIL&THICK 193 LMU Liriope museari'evergreen giant' liriope evergreen giant #1, 12" O.A. 12" 0.0 FULL &THICK 90 CES Conocarpus erectus 'Sinerea' Silver Buttonwood # 3, 24"XI S" min. 24" O.C. FULL & THICK 46 IVO Ilex vomitorla DwL Yaupon Holly #3, 12" x 12" 24" O.C. FULL &THICK 12 SP Sabalpal metto Cabbage Palm 12-18' C.T.. AS. FULL &THICK 4 CN Cocos nucffera"Green Malayan' Coconut Palm 2-6' GW AS. FULL &THICK, stagger hts. 3 AM2 Adondia merrillii X-Mas Palm (Double) 10-14' O.A.. A.S. FULL &THICK, DOUBLE TRUNK I 13L Hyophorbe lagenicaulis Bottle Palm 24" wd. A.S. FULL &THICK MISCELLANEOUS,. .. _ as needed shredded cypress mulch 2-3" DEEP as needed seashore paspalu m . SAND BASED SOD 6 yds topsoil mix 23'1 in all planting beds�be£orcjranring RECEIVED I n 11 201A U e , DIVISION OF WATER RESOURCE MANAGEMENT DETAILS AND NOTES 01MR1111 Tony Grimaldi Landscape Architecture LC26000459 11760 SE Dixie Highway Hobe Sound, Florida 33455 phone: 561-972-0917 email: paimbeachtony@yahoo.com www.tonygrimaldi.com ®1� U 7:�J ' I SIGN• AND SEAL Landscape Architect Jason Litterick LA## 0001677 DESIGNED TG DRAWN TG APPROVED JOB NUMBER DATE 4/23/14 REVISIONS SHEET ip2 OF A D T C z . 0 O y Imi, m —I m g o D m ti oan��zo m C A C.... �:�, n_o nA A r z n a� O v _mezzo 3 Z y 'S o Z Z O COC o 0 0 o i IMF v z m E y A y O Z '� m m 5 O o 7A: O m Z .'a 'Z m A m O m EA m N _j O A 0 2 A D C Z C m ? _ * 3 m CD oID N Dorm D Q w m O D rpp o m A m�z m.=1 2 c �nc� A7 °>z < N p IA D Z m A p A o c m n Z O m O �m O C Z o lr ' IUD en z Iz I= to I� PROPOSED I �� iW I� In O 10 TOP OF MAIN LEVEL I� !Uj w I I I Iz LE 22.38' NGVD R I� 1u�t I la la 1� I 20.87' NAVD 1z 10 z Io z lr LU Is I -- 919z ° Ire ¢ s I 1 yll3 TOPOFBEAMELEV. _._. . �__ _ _ — Iz I� IQ la 1 1 I u z'-0'AEv=IN.PLO __._ r 1 1, W IO w 10 1 1 I _ M.88 NG O /d9.8%'NAYO jp In 16 Iz to Iz to Iz I I TOP OFZNOFIN R �® _- i I ° I� ° I o �' , I N t IL) I IFaa.sNcvDUlFwerN�Aw - LI. :! P.- I`� lN1lz I I� lz 1 I 1 1 IU I I I I I : FINISHED FLOOF ---------- i ELEVATION OW- i 1 IQ I 1 I 1 Y2.88' WND l X 8T NAVD _s9..se�_�u.o xiSQr I xQrJ PkouOrPn UA'tON-91 9- EEVAgN 95d_ 'p tt Q x ki`i•QLiUa� oamti.mgaa.¢. II1 1I1 i`I•- I hh xap x8' 1 ,N• x5' I I ...— I * x - IvanaN BOT. OF LOWEST i 1 xh I u 1 I B.sx Dwlt.zounvo 1 11 PRPROPOEDOPOF HORI2, OPOSED STRUCTURAL I ISTING GRADE TERRACE 22.03'NGVD MEMBER(LHSM) GRADEI1 II II - -` I 1 EXISTING 20.54'NAVD \ 17.0'NGVD I I GRADE \ s I ...'PROPOSED PROPOSED d FRANGIBLE WALL FILLAREA FILL - PROPOSED MATERIAL NOTE: ' + PILING IS SHOWN FOR EXCAVATION EXCAVATION PROPOSED ! ggggq ���yyy gy -- 8 ILLUSTRATIVE PURPOSES ONLY 2 ', I CAST PILES DESIGNED _—. 1 Fp=20p CP COASTAL CONSTRUCTION CONTROL LINE (1972 CCCL) PER `? e ♦"' \ r r WEATIIERINGTON & KIRBYUR'dLY, FILE NUMBER 81-205L, DATED _y, �� `, \ ♦ 1 y cp4 6-30-81 (PLAT BOOK 16, PAGES 32, 32A-32G). �� iy ♦ CID, yy ® c r °'0 '; ® \ MEAN HIGH WATER LINE LOCATED ♦ \\ AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS " �C I ♦ r a r PROVIDED BY FLORIDA DEPARTMENT 37.09' I 73.13 ♦ 13.32'R 24.51' 75.84' 1 ONMENTAL PROTECTION AND C)''� cL °— N89°58'14"E. 223.89' ® \� .�� �. FIELDLOCATED ON SEF'TFY9RER 13-19, 2005. % t R 1,� i e6 I ♦ ,, r asc� � I r _ ♦ R y �\" ' q+ ' ♦% ! r'. MEAN HIGH WATER LINE LOCATED ON MARCH 05 2014, 11:00AM Lit \v, C, °� ; ♦ \ ELEVATION 0.50 (NAVD OF 1988) CONVERT TO EXISTING PAVER ; ♦ \y � � � (NGVD OF 1929 (+1.49)) \4 V(p BRICK DRIVE N\lp i i j `; �, A CP do w i i ♦' 1 t9. (9, oo 101. e c� y' "', ° ye\ V 26 CA t 10' ACCESS e 1 ` 1 EASEMEN ! 'v; \ 6��31`�, .�A P���M CONSTRUCTION RRa0 CROSSOVER % Ln er' t FENCE 1 xX., UNDER UNF ER GROUND POWE .. \ 4 FOUND 5/8 IRC .- r x90.59` _ 7-33,92'— \y 6.82' S R CTIO 99.03 107.27 �p "LB '' 959'° _ z0,^o, ® e ._N - \ N 1084610.256' o - ! - - \' E 907916088' p `. 1t - P — i Cl 1° T 0 Vl1`�y�'a x w CB y - --- Lie :I �' r I ----- y +ci aY, 'e i. �Y NEW THREE ENCRY .... 1 y tJ1 i` \t!v U MES �,, F_ i^ .r q• \ _ ! CBS RESIDENCE O, 7 ` R r, Ul} �1N \ ,? 4", ,s MAIN FLOOR ELEVATIONcj xJ> �` �.., \ \ @ 20.8T N.A.V.D. .°✓ \ t' .> \i s'\ 1� i9 rs \`y O I <Nn \r-_ f *77aNa i 4- t9 \ Ly 6•'g+\ / L tp , A ..!'. +1.A7 NRVD — x — �. I I — ...._............ — — _. .._ .._ ... . . . � A ........ ..., . A...... .._ ...., t ..._. ypg, .... —. — - a r ........ ..]. ,... ..Ao q a tp A \ ` ! ASPHALT q � -a a �'N'e TS4 u:v rntea; 7;t \ a 1 • � � ^..-- � � ` \.tea-_._— -,•- — ELEVATION „0„ CONTOUR LINE � !� 0 67' 33 ANSFORMER •06 '1 1 .11 �i n. _,.1_ __ ___ _ _ 9J.89 ---- — ---- --- --- --- — --------- A0. \ o N89°58 1 4 E 307.11 ♦ y' j �23:0 ' r. , `UNDER GROUND POWER i \R `° L� , �� 7�9_29F ♦ v ':zj'RR U` ` SEASONAL HIGH WATER LINE to 1 \ \ ELF' 5.19 NAVD OF 19 8. ` y `�' MAXIMUM OVERALL LENGTH ♦ R y 5 \ , ----- f LOCATED MARCH 05, 2014-, 12: 30PM / FOUND 5/8 IRC \ �� ;� 1 ! kµ < \ "LB # 959„ 11 '•\ °' % c� }C� �/'-�� ♦ ., �'� ' R® c.� \ N 1084525.272 C7 i / E 907949.874' __. - "\ _ �\ q rn r \ \ ��G" ♦� x_y Ry\ 6} u \ i Q p� �a �0 p°e �����A VACANT R\� EASIEf,LY LIMITS of �' D j N C) ; Cq WESTERLY LIMITS OF ♦ � ` i ® DUNE GRASSES ® \y\ DUNE GRASSES -� a �\7 \ V x r�. �, _ , _ ♦ \ 89.06' RECEIVED ,.' 12.;5.63' 26.96' N89°58'14"E 306.19' /` Z_ .-? June 10, 2014 q 1' ` ® \ R \ �� x ' DIVISION OF WATER ♦\ RESOURCE MANAGEMENT \ i G7 Az �13 pay\y 60 m N C < L m ® CCDD n q Vcp: trl. 'SL-303 �y COASTAL CONSTRUCTION CONTROL LINE ' AS RECORDED IN PLAT BOOK 26, PAGE rf ,s 26--261, PUBLIC RECORDS OF ST. LUCIE \yam COUNTY, FLORIDA. RECORDED SEPT_ 15, \ �� \ 1988.SPLAN- N\CJe c<a, 0� N° 0011105... . o.*W :. ............., k STATE OF �r 9 •.•fLpR10�.•'.� ,� F'IL-C 1105 FIRM-AA0033?) SITE PLAN 4 A301 3 A301 SYMBOL FIXTURE NAME QUANT BULB WATT & TYPE MOUNTING MOUNTING HEIGHT 3RouND 1 FUR 2 FLR- TO L L1 BEACHSIDE LIGHTING L-016-LED-A / L-016-F-LED-A _ _ _ _ 3 W AMBER LED A$ CEILING 12'-6" L2 COPPERSMITH 10" WALL SCONCE SC-10-TRTL 4 7 1 1-` 7.5 W AMBER LED WALL 8'-0" L3 SAGA STEP LIGHT (HORIZ LOUVER) SG-R-1 LED-HDL-AML _ 2 g 4. 2 (4) 1W AMBER LED PER FIXTURE 1 WALL 12" L4 SAGA STEP LIGHT (VERT LOUVER) SG-R-1 LED-VDL-AML _ 2- 2 (4) 1 W AMBER LED PER FIXTURE WALL 12" 1-5 SEAGULL FS-1207 3 3 10W AMBER LED CEILING 12'-0" L6 COPPERSMITH SC-16-TRTL 2 - - 2 10W AMBER LED WALL 9'-0' L9 HINKLEY LIGHTING 1952VZ _ 3 _ 3 10W AMBER LED .. CEILING 17-6" NOTES: 1. NO TEMPORARY LIGHTING OF THE CONSTRUCTION AREA IS AUTHORIZED AT ANY TIME DURING THE MARINE TURTLE NESTING SEASON AND NO ADDITIONAL PERMANENT EXTERIOR LIGHTING IS AUTHORIZED. 2. ALL WINDOWS AND GLASS DOORS VISIBLE, FROM ANY POINT ON THE BEACH MUST BE TIMED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. 3 APPROVED PLAN AS PERMITTED BY THE DIVISION OF WATER RESOURCE MANAGEMENT PIFLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED, CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS' PERMIT IS ISSUED II��Ij2j PURSUANTTO CH. 161, F.S. AND OTHER PERMITS MAY BE REQUIRED. W�a< x t,7•, s September 4, 2014 Reviewed by Date 2 A301 :CEIVED ie 10, 2014 ON OF WATER I MANAGEMENT m GROUND FDEP LIGHTING FLOOR PLAN SCALE:1/4" = 1'-0" Z 0 V� Z 0 V 0 `L r 0 Z REVISIONS BY DATE OEP REVIS ONS PM 08&21-14 o FL-OOIll05 FIRM-AA003379 GROUND FDEP LIGHTING o FLOOR PLAN Q A221 EXTERIOR LIGHTING FIXTURE SCHEDULE QUA NT . _ MOUNTING ROUN 1 FLR� 2 FL TOTAL SYMBOL FIXTURE NAME BULB WATT & TYPE MOUNTING HEIGHT L1 BEACHSIDE LIGHTING _ _ ;3 W AMBER LED CEILING IZ-6" L-016-LED-A I L-016-F-LED-A k L2 COPPERSMITH 10" WALL SCONCE 4 7 1 11 l 7.5 W AMBER LED WALL 8'-0" SC-10-TRTL L3 SAGA STEP LIGHT (HORIZ LOUVER) ! (4)1 W AMBER LED PER FIXTURE WALL 12" SG-R-ILED-HDL-AML 2 } 2 t L4 SAGA STEP LIGHT (VERT LOUVER) _ _ 2 - 2 (4)1 W AMBER LED PER FIXTURE WALL 12" SG-R-1 LED-VDL-AML L5 SEAGULL FS-1207 3 3 10W AMBER LED CEILING 12'-0" L6 COPPERSMITH 2 - 2 10W AMBER LED WALL 9'-0' SC-16-TRTL L9 HINKLEY LIGHTING - 3 _ 3 10W AMBER LED CEILING 12'-6" 1952VZ NOTES 1. NO TEMPORARY LIGHTING OF THE CONSTRUCTION AREA IS AUTHORIZED AT ANY TIME DURING THE MARINE TURTLE NESTING SEASON AND NO ADDITIONAL PERMANENT EXTERIOR LIGHTING IS AUTHORIZED. 2. ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TIMED TO A TRANSMITTANCE VALUE OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. RECEIVED June 10, 2014 DIVISION OF WATER RESOURCE MANAGEMENT - A301 APPROVED PLAN AS PERMITTED BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND. ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRI PTION. THIS PERMIT IS ISSUED PURSUANT TO CH. 161, F.S. AND OTHER PERMITS MAY BE REQUIRED. i \ September 4, 2014 Reviewed by Date i REVISIONS BY DATE .Jr.i A DEP REVISIONS PM 08-21-14 1 0 _ ................ _ O s U� o r Z O� r a Z �V rr � M�9 a d R R FIRST FLOOR FDEP LIGHTING PLAN M M 8 0011105 FIRM-AA003379 FIRST FLOOR FDEP LIGHTING �e PLAN 8 a w A222 SCALE: 1/4" = 1'-0" EXTERIOR LIGHTIN {. A301 qq sI°NS BY 1 °A20 FIXTURE SCHEDULE OEP REVISIONS PM 08-2'04 SYMBOL FIXTURE NAME QUAINT TY BULB WATT & TYPE MOUNTING MOUNTING HEIGHT GROUND 1 FLR 2 FL TOTAL L1 BEACHSIDE LIGHTING L-016-LED-A / L-016-F-LED-A ++ s3 W AMBER LED CEILING 12'-6" L2 COPPERSMITH 10" WALL SCONCE SC-10-TRTL 4 7 1 / 7.5 W AMBER LED WALL 8'-0" L3 SAGA STEP LIGHT (HORIZ LOUVER) SG-R-1LED-HDL-AML 2 1 )i 2 (4)1 W AMBER LED PER FDRURE 1 WALL 12' L4 SAGA STEP LIGHT (VERT LOUVER) SG-R-1I ED-VDL-AML , ` 2 2 *'(4) 1W AMBER LED PER FIXTURE WALL 12" LS SEAGULL FS-1207 3 3 10W AMBER LED CEILING 12'-0" L6 COPPERSMITH SC-16-TRTL 2 2 10W AMBER LED WALL 9'-0. L9 HINKLEY LIGHTING 1952VZ 3 3 10W AMBER LED CEILING 12'-6" i1 V T r x Z NOTES: 01 1. NO TEMPORARY LIGHTING OF THE CONSTRUCTION AREA IS AUTHORIZED AT ANY TIME DURING THE MARINE TURTLE NESTING SEASON AND V NO ADDITIONAL PERMANENT EXTERIOR LIGHTING IS AUTHORIZED. �y 2. ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TIMED TO A TRANSMITTANCE VALUE OF 45% OR LESS 01 THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. LL 1�1 O 1Oy w Z 4 r ECEIVED ine 10, 2014 SION OF WATER ICE MANAGEMENT APPROVED PLAN AS PERMITTED BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANTTO CH. 161, F.S. AND OTHER PERMITS MAY BE REQUIRED. 0 r \ September 4, 2014 Reviewed by Date SECOND FLOOR FDEP LIGHTING PLAN W, I W05 FIItM-AA003379 SECOND FLOOR FDEP LIGHTING PLAN A223 SCALE: 1 /4" = V-0" #G �--- =---`-'---� G(=t0UP-�7 t�Loo2 Sc�A�cr ��f7/SV7• w �3 ., dmrj qi ci ` b '4114 [It,00 "IoY-,w 1+ep- Tor,'AP,= 1,0000B-r4N J'C-ACAP, =35r7--)001-6(9- /'/0-rCt 5YS15m r 0E - VAAIABLr� 00k r-r-t i H N +Loi O cr) U m 0 F—i O Lo 4 U it. � cd d v H O p ro O o c4 U z Q _. . ACTION /REVISION; DATE IST REVIEW - IST PRELIM - FINALS NO. DATE 9-19-14 DWG. BY: M.V.S. U �c 4� a cr I cUc F ~ O V� U O L Urc H x � �--�z cd` 0 Q O Zo O w A z � fx ~ a 11 N a p i a 0 0 LL w v N z UJ p Z a,.w lli 0 z =..v O W z0m Z Q� p= � z z tL o.LU Z ACTION /REVISION DATE 1ST REVIEW - 15T PRELIM FINALS' = w NO. - DATE 9-19-14 DWG. -BY: .M V-S` N NO. - DATE 9--19 II II I 8' I - - - -- -S � OND f�Lac�'-K ®------------ r------- —I -------------I I 11 II II 01 II II II �I II I� IB Ig II BI II I BI II II - II II II II II II II II II I BI II II II II II 11 II IB II II II II II 11 II I II II II II IB II II IB II II II II II II I � co yy rH H O o CO Lo co H ,Z Cl) H z A x p U Q w z � � H z z z 0 0 I v Lu Q z K. z ACTION /REVISION DATE' IST F#vIEW IST PRELIM - FINALS - NO. DATE '9-19-14 DWG. BY: ;MV.S. M,3 WARN I N c, LL BEARING POINTS MUST BE COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING NY TRUSSES! FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG FAILURE TO DO SO MAY RESUI-T FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGINEERING TRUSS DRAWINGS. Vol V 21' 8" 25' 0" 111011 " CA n hVA im U WW ' Y �� �`r fA fA (A co W W- i v o -C 3 �C 3 -C 1S �C 1S _ - ih o a' 7 f r f -C 5S �\ CJ S -C 3S �C 3S (O `� Q CID co CEO (0 CO CO W W W W W W W � C) U f �f C�� 5S W W -C 5S I it �f l o . CD Lo 1 U J i'� W bo/1 1 I' f' i '� —� 9 �/ f i C08 602 �' A, TED i ci _CJ3 "� d f d/ n jt f' ,' f. �' f o � C04 603 ' o C I NG� r -CJ5 Lu , 4//12 V U1- ED ` - ,' 04 \ - % - A01G r y GEILIiV F y C0�' 10" \f o 0 24'-0" Ao2 le:� f� �' .� f! f � � f � 11 Boy _ - r CEILING - 06 C) _. _ - .. A03 f (h� A f' i ��' - F` B06A f OD SP CE 1' 2 1/2" C08 24'-011 M Bob o CEILING N o 04 '— o cog r _ C10 B06 05 d. N `rZ 0 12'-011 c11 06 0 @ BU o 05 CEILINGIst o oll - F- - C 12 06 O m o 05 o o C 00 W 306 o LU = UJ C) 05 co o p Co 0_ C14 .Bo6 0 '' �° 05 m Q 00 ' C14 o_ r` 606 0 m m 00 o` 05 r 0 o 0 1 24 0 11 w °� C14 Bo o CE LING w ; w o 05 w a 0 C14 00 io - BO o Q Q o 05 5 C) 2 m n C14 BO o 21' 4„ 6' 4" 0 05 m o C14 BOB05 W �cJS r 24'-0" uJ 12'-011 C14 06 zit CEILING 0 o �CJ3 v - C15 i1 Co - 06 -CJ1 0 0 C16' 06 rr -� 6' 011 07 LU I C18 0 08,Q O FF ff_ � .. C19 Y B1 _ ri 1� 12 -0 - o - o A 9G - ;a— �' l 0 -�7 B1 C:) CI=ILING C 5,>" -CJ5 ' i �` �'{ C20 M 5' N 6p 1 �11 .� i' 1 f /.. C_ ./, 1 0" r B1 - _ o b C 3i r _ o C21 ~CJ3 /��" . M _ B1' _ o C 1)„ r w w w w 'W Lu w j w i- W '_ %f f/f ffr ;C22G I I I I I I I w r, fr'"f f,f ,�. , r B14G �_ '.,- _CJ z 1 M Cn d _ c 7 4/12 ROOF BY BLDR.41 M U U ♦ - r "� M �- -� �d _ N s_ I C) M M C� M M co U W 3 Zo ,,r 3 j in � U w w w W w w w w c� o i � 112" ZIA r M d' V �} M , iv —..—..—..—..—..—..—..—..—..—..—..—..—..—..—.. � N 1, 4�� UU W W W W U U - 3101, 19' 811 3' 01' 7' 4" 11 14' 4" 5' 4" 151011 5' 4" 4' 1 IY 141411 0" 681611 TRUSS PLACEMENT PLAN 10'-11 1/'" +/- WALL HEIGHT 10'-10" WALL HEIGHT 12'-0" WALL HEIGHT 24'-0" WALL HEIGHT ENUINEEREU TIMBER TRUSS SYSTEMS PRODUCTS ECT EAST COAST 'TRUSS 5285ST. LUCIE BLVD. FT. FLERCE, FL 349646 OFFICE: (772) 466-2480 FAX: (772)466-5336 USTOMER: Phoenix Realty Homes, Inc. DB NAME: Newman Res. DDRESS:8124 S. Ocean Drive ITY/COUNTY:Ft. Pierce/St. Lucie OB # 27845 OB # EL:Custom Q FT 8 ATE 11/17/14 iL r "_11117/14___ I 614315"T003 (3) (r), FAST COAST TRUSS is the "Truss Design Engineer" Trusses are des geed in accordance with the Floods Rnilding Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: Date: ODE = FBC 2010fTPI2007 ASCE 7-10 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY=11 XPOSURE = D WF SPEED =170 UILDING TYPE =ENCLOSED EAN HEIGHT: 29 FLOOR: DUR FACTOR 1.0 PSF=TCLL-TCDL-BCLL-BCDL 40.0710.0,0.0,5.0 F: DUR FACTOR= 1.25 =TCLL-TCDL-BCLL-BCDL 20.0,15.090,0710.0 *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf =POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING, RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 1/2 '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET, EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. 1- 2- 3- 4- 5- 6- SUPPORT ANY PLANT SHELVES /4" if I A g LL 0 0_ F�17) — LLI Z W U) W U) 0 F_ W U) D O so O Cu 0_ 11/1712014 8'43 Ala FILE COPY M DIAMOND SANDS LOT 27 LOT 27, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN PLAT BOOK 26, PAGE \ \ 26-261, PUBLIC RECORDS OF ST. LUCIE \ �\ \ < 7 /�� COUNTY, FLORIDA. RECORDED SEPT. 15, \ \ 'YZ 1988. \ co P\ \ Y \\RO D 559" IRC i I Z \\ lP T,18E k4lill AND All PROPOSED W0 .:. '\ 92.55 O 1 AAESUE�,':CiTQANYCtAii+EW^ONS 14.29' 3.43' / L 72.73' �( N89'58'14"E 287.08' MIQUiRtO BY FIELD INspECTORS 1HAT + \ Z \ - c MAY BE NECEvSARY IN ORDER TO v 60MPLY WITH ALL APPUCABLE OODES, _ rnc' cA\� �� \`i \ \ mac^ �A \ \ \ Z \] 0' 30' 60, 90, THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: 1 I, INTERNAL WIND PRESSURE (Int. t WINDBORNE DEBRIS PROTECTION nt IMPACT RESISTANCE GLAZING LEGEND & ABBREVIATIONS A ARC LENGTH AE ACCESS EASEMENT ASPH ASPHALT BM BENCHMARK BOC BACK OF CURB BRG BEARING (C) CALCULATED FROM FIELD MEASUREMENTS C&G CURB AND GUTTER CB CATCH BASIN CBS CONCRETE BLOCK STRUCTURE CA CENTERLINE CLF CHAIN LINK FENCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE Co. COUNTY CONC CONCRETE COORD COORDINATE CDR CORNER CULV CULVERT DE DRAINAGE EASEMENT COASTAL CONSTRUCTION CONTROL LINE (1972 CCCL) PER \ ` /, y� E \ \` \�� \ 1 \ WEATHERINGTON.& KIRBY SURVEY, FILE NUMBER 81-205L, DATED \� \ \,� N 6?6 A6 \ \ LOT \\ \ 6-30-81 (PLAT B001('I6, PAGES 32, 32A-32G). 25 \\ a J MEAN HIGH WATER LINE LOCATED CID --AN \ CD tP AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS Cp N'o• \ \ \\ J`a PROVIDED BY FLORIDA DEPARTMENT 01 61 0. >� CO. >. OF ENVIRONMENTAL PROTECTION, AND \ \j \ �` \ \ \\ VA \ \ \ 1E v'z FIELD LOCATED ON SEPTEMBER 13-19, 2005. \\ 01 c5; A a -13 I ` i (\D' O� O. y 1 � \ •- 37.09' 73.13' ` '\ 13.32' 24.51' /•_ 75.84' •� �" �_3 n� '\ N89'58'14`E 223.89' \\ �+ \ 0 •\ ~3 STORM \ MANHOLERAINAGE \\ •,\ l3` Og LOT�: LL RIM ELEV. 5.45' > \ \ \� ' BIRICK DRNE 1 MSEWER ANHOLE 26 W 0+ O\ �\ RIM ELEv.=s.6z' \ VACANT \ \ \y_ `\/ 10' ACCESS \ ^ v1 �" \ e 01 EASEMENT 66,1 g?q SET IRC \ OD cR<s-wER \ in > \ CHARLES ARNOLD \ G\ 3 ' •27 SM # 4971 DUN 5/ s UNDER GROUND POWER \ 9�5 y 2 1J FOUND 59" 90.59' 'S 99.03' c#- 2• 1; 3 \ O N 1084610.256' GG, 89. 8'14"E m 296.89 _ - 'n Z `JL' ET NAIL DISK- \ E 907916.088' o S' R� "C ARNOLD" \ / 1 , P 59.3• \ L .79 ��J EV.=$.4D' B 4.7" OVERHANG \ V1 \ •75 ' a 1 lbpqp > $' :P 62 LOT 16.2' \10 O o, N 't9\ A �- COVERED ENTRY L I 27 COVERED, \ ~ IRC ASPHALT o M VACANT 5.6• PPAATIo O 00 4jj7 CHARLES ARNO y y PROPOSED RESIDENCE ABOVE N \ .7� -)3 (n �\ A "� PSM # 4971 A - GARAGE FLOOR = 7.51' 8 \ >\ FIRST FLOOR - 19 68, \ MEAN HIGH WATER LINE LOCATED ON MARCH 05 2014, ll:OOAM ELEVATION 0.50 (NAVD OF 1988) CONVERT TO (NGVD OF 1929 (+1.49)) 6.82' 7 QA \ RI 5.tl (9\0 DEG OR ' DEGREE � NAw of 19ae ST. LUCIE COUNTY G1 \ \ COVERED \ \ •� EL DRIVEWAY BUILDING DIVISION S� ?\ SET NA & DISK ENTRY EL ELEVATION REVIEW120 O U,A \ �' �\ "C R OLD" y1y - OVERHANG EP EDGE OF PAVEMENT FOR CO Og 'y qbk t �� s �\ ELE 5.as' O' 60.3' 9.T ESMT EASEMENT REVIEWED Y \ O p f \ 6 3' 2' m m 11 1.06' 4 x .35 0.8 Q EXIST EXISTING DATE PLAN AND PERMIT �� 0 \ q N89.58'14"E 307.11' •� �' 3.08' FDN FOUNDATION MUST BE KEPT ON JOB OR O � � �� \ \ � Q SET IRC UNDER GROUND POWER � NO INSPECTION WILL BE MADE A �Q� t > FOOT FLORIDA DEPARTMENT - � n q 72 y \ \ N➢I I CHARLES ARNOLD FOUND 5/8 IR p• OF TRANSPORTATION 50 0 Q §_ a� \ �L�j, N PSM # 4971 `LB # 959" \ x SEASONAL HIGH WATER LINE < � A [,+. � U` ELEV. 5.19 NAVD OF 1988. ?� . FIFE FINISHED FLOOR ELEVATION 7. -O FOUN 5/8 RC �\ cn SEWER - LOCATED MARCH 05, 2014, 12:30P \ FH OR FIRE HYDRANT U) "S # 9" a>\ O V+ - RIM ELEV. 5.50' \ \ �� \ N 1084525.272' CI 1P\ UiJ_ O \ \ FNC FENCE �, E 907949.874' 1 - STORM DRAINAGE LOT \ FIND FOUND fILE t� �� qg 6�>\ MANHOLE > \ /V/ GW GUY WIRE COPY N�Z� \ r o\ \� \`/� RIMELEV=5.64' 28 > o \ a VACANT \ O H ## INGHWAY �IA TERSTATE STATE HIGHWAY J ) � \ \ �� N DUNE WESTERGRASSES LY LIMITSOF \\ \ \\ EASTERLY LIMITS OF N- W ID IDENTIFICATION NUMBER \ . DUNE GRASSES \ 2 \ INV INVERT \ I IP IRON PIPE i \\ Q 05.87� ram'\/•' 26.96' IR IRON ROD(�P/.ppf�jj��gree'��??[ypp�Y��z/q``'J ' \ O =� N89'58'14'E 306.19' IRC IRON ROD & CAP fF'X s� ,/ � LP LIGHT POLE \ N� (M) MEASURED DATA r �� � t� MES MITERED END SECTION CONCEALED FASTENERS OR TTACHMENTS \ coo 7. \ <, MH MANHOLE ARE THE RESPONSIBILITY 0: C THE \ �, COASTAL CONSTRUCTION CONTROL LINE \ \ AS RECORDED IN PLAT BOOK 26, PAGE \ MHWL MEAN HIGH WATER LINE CONTRACTOR OF RE(w'QRD Z 26-26I, PUBLIC RECORDS OF ST. LUCIE \ MON MONUMENT COUNTY, FLORIDA. RECORDED SEPT. 15. 1988. \ N&C NAIL AND CAP j7 UTILITY POLE �FLOOD ZONE \ NAVD NORTH AMERICAN VERTICAL DATUM D4 WATER VALVE Nd' �-1 AE-7" \ > > \ NGVD NATIONAL GEODETIC VERTICAL DATUM ® MANHOLE �, \ NO OR # NUMBER & AND � � �� `� • • LOT NTS NOT TO SCALE 0 ATOHP OVERHEAD UTILITIES p DELTA )3 \ , \\ 53.77' ' � fly, �' 45 (P) PLAT DATA ® WATER METER � _ _ _ _ _ _ _ _ _39.75T _ _ _ PC POINT OF CURVATURE FOUND 4"X4' CM STAMPED B. #959 N89'56'E 336.48' cA B. PCC POINT OF COMPOUND CURVATURE HAWAIIAN HALF -FLOWER -� w PCP PERMANENT CONTROL POINT s 22 A6 PG(S) PAGE(S) ® \\ S 6$86�1 �R-96 POB POINT OF BEGINNING CABBAGE PALM a \ \ 0 POC POINT OF COMMENCEMENT r Z W UA \ �, PP POWER POLE C ! SEAGRAPF TREE > N>, o o 4 t A�✓> PRC POINT OF REVERSE CURVATURE �� �D \ir r'\,A. PRM PERMANENT REFERENCE MONUMENT > o r t` PT POINT OF TANGENCY SEASIDE MAHOE 3?1. 04 PWR POWER to R RADIUS -� DUNE GRASS (SEAOATS, ETCETERA) 1 RCP REINFORCED CONCRETE PIPE % R/W RIGHT-OF-WAY \ \ . SA SETBACK LINE � S.R. STATE ROAD 8.7 1723` S/W SIDEWALK R=17188.75' p= R= 1 50" T TANGENT - A=00'36'04" TBM TEMPORARY BENCH C0�4PF IND 4"X4" CONCRETE MONUMENT L=180.09' L=199.7T(C) TELE TELEPHONE EQUIPM� STAMPED "PRM #3859 1(R/W MAP)(C) \ SOUTH LINE OF TOB TOP OF BANK 53.54'(C) ` SECTION 27 TOS TOE OF SLOPE �.� (BEARING BASE) \L - - 212.13' MEASURED FOUND IRON ROD IN PAVE NT CUT-OUT UE UTILITY EASEMENT ( ) FOUND 4"X4" CONCRETE MONUMENT \ (0.2' SOUTH, AND 0.3' EAS N89'56'21"E STAMPED "PRM #3859 OF CALCULATED CENTERLINE\\\\\\SSTSSTnnnnnnTERSECTION) 89.06' FLOOD ZONE "VE-11" 6.47' \ A1A 1 Yam\ 5 Vn < 91 o ORANGE AVENUE EDWARDS RD. OKEE � � Zo 5 92 O NH1IE ClY ROAD 712 v A1A a� PRIMA MST BLVD. 1 SITE LOCATION MAP NOT TO SCALE STREET ADDRESS 8124 SOUTH OCEAN DRIVE, JENSEN BEACH, FL. 34957 LEGAL DESCRIPTION BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: d BEING ALL ff LOT 27, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO- 2, AS RECORDED IN PLAT BOOK 54, P,kGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA- REAR ZNG %11111SAID PARCEL- CONTAINING 0.64 ACRES, MORE OR LESS. TECH, I^'_ ELEVATION "0• CONTOUR UNE MEAN HIGH WATER LINE LOCATED ON MARCH 05 2014, ll:OOAM ELEVATION 0.50 (NAVD OF 1988) CONVERT TO (NGVD OF 1929 (+1.49)) MEAN HIGH WATER LINE LOCATED AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS PROVIDED BY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND FIELD LOCATED ON SEPTEMBER 13-19, 2005. -2 7 26 SECTION CORNER 34 35 CERTIFICATIONS GI -NE NEWMAN LYNDA NEWMAN C'-EAERAL NOTES N H 1. THE BEARINGS SHOW -Co EREON ARE BASED UPON THE WEST BOUNDARY OF DIAMOND SANDS PLAT NO. 2 AS RI RDED IN PLAT BOOK 54, PAGES 40-46, ST. LUCIE COUNTY PUBLIC RECORDS. 2. ALL ABOVE GROUND ; IXEI) IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILF'1ES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 5. FLOOD NOTE: BY GIRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-7` AND "VE-11 ". ACCORDING TO THE FLOC)D INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0303 J,EFFECTIVE DATE FEBRUARY 16, 2012, THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLCRIDA LICENSED SURVEYOR & MAPPER. 7. ADDITIONS OR DELETICW S TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 9. THE LAST DATE OF MELD WORK WAS MARCH 05, 2014. 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1968. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 IS (+1.49'). GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12 CHANNEL (L1 8 L2). 3. THE ORIGINAL GPS RTK MEASUREMENTS, MAY 13, 2013. TWO TOPCON DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT.SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICAI,`Y A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECBIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA Ap41D CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY STANDALONE, SURVEY+. 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 1 OMM + 1PPM (RMS) VERTICAL: 20MM + 1 PPM (RMS). U o 04 Z co V) O ., LJ a M M le � o N w O M v _Z `} U N m 0 W o N WLL w aw W > W Z r Ids ii 0 w U. a r m N N o LL CO E J Lu N Q Z w 3> V x w. C4 x w 1-. N OLu LL O JY Z Lu Z �U. 0 a D LL I a t LL 0 O j ¢ _J 0- d Z w w J p F- 1- 0- H Y (1) 0 w F- 0 w w w ti Z rn 0 oN o o w El 0 3 3 w w O N Z d z o A ca Ga a r7) LLI Li A P5 A Q > A Fa A a w U U U U m Rl UT W r r I- n Q CU G7 cu cu 0 0 cu Wz� Z ZK z J W rn VJ yr o W Q r 5: U Z S' N o �z-< �OQJ Z < G WNE W v o�oo W U) Z oz om om'zr Z 0 Q 003 Z UZfn0 Z LLI ' NoW� J �z a W O N �oza WZ' oa -z WK I- r Z < Z Z K wat-w Q 'o < Q U) W w o Li ozzow Z a p-wz 04r } U ¢Z71i W f- Fz © Z O 03DosN z;oo J V li 'w 0 wx zz oawx V zoiso J oa a�rr o O_ 'HA V/ - �wI� 6 D 0Inn DRAWN BY: CA CHECKED BYI CA DATE: JANUARY 19, 2013 HORIZONTAL SCALE: 1'=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES ARNOLE DFESSIONAL SURVEYOR & MAPPER )RIDA LICENSE NO. 971 DA E SHEET 1 OF 1 PROJECT NO. 14-510 � I� � I�I� `�/J�\) /\/(U�� /�� \ /�� \ ���\�//p�I�� ,/�`�) REVISIONS BY DATE Q p p KIE V DLR- 'TDQ)HQ3 DLF � �"" �'-'�--`�'-' ""`�'-'����v �� Q DEPREVISIONS PM 08-21-14 ABV. ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING �1 �l EEO BEH(KIE BUILDING CLASSIFICATION: ACOUS. ACOUSTICAL HOWD. HARDWOOD RWD. REDWOOD ADJ. ADJUSTABLE HOWE. HARDWARE R.W.L. RAIN WATER LEADER FBC 2010 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 503, AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE TYPE V-B LIMITED TO 3STORIESAND UNLIMITED S.F. PER FLOOR Oj APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE WIND LOADS AS PER FLORIDA BUILDING CODE, 2010 EDITION BD. BOARD I.D. INSIDE DIAMETER SHT. SHEET AND ANSI/ASCE 7-10 AND AMENDMENTS r BLDG. BUILDING INCAND. INCANDESCENT SIM. SIMILAR BLK. BLOCK INSUL. INSULATION SQ. SQUARE CODE EDITION: FL Building Code 2010 BOT. BOTTOM INT. INTERIOR SST. STAINLESS STEEL CAB. CABINET JT. JOINT STD. STANDARD BUILDING DESIGNED AS: ENCLOSED CER. CERAMIC LAM. LAMINATE STL. STEEL WIND EXPOSURE CLASSIFICATION: C G.I. CAST IRON LAV. LAVATORY STOR. STORAGE WIND SPEED DESIGN: 170 MPH (3 sec. gust) cn CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED INTERNAL PRESSURE COEFFICIENT ±0.18 ` CONC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL Kd 0.85 r CONN. CONNECTION MET. METAL T.C. TOP OF CURB - !2 CONT. CONTINUOUS MFR. MANUFACTURER TEL. TELEPHONE MAXIMUM ROOF HEIGHT 35' C CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE MEAN ROOF HEIGHT 26-91/2" DECOR. DECORATIVE MISC. MISCELLANEOUS THK. THICK ROOF LIVE LOAD: 30 PSF LL BET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DIA. DOUGLAS FIR MTD. MOUNTED T.O.FR. TOP OF FRAMING -- -- ui DIM. DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER DN. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE I' FLOOR LIVE LOAD: 40 PSF D.S. DOWN NO. NUMBER T.O.PL. TOP OF PLATE DWG. DOWN SPOUT N.T.S. NOT TO SCALE TYR TYPICAL , 5 FLOOR DEAD LOAD: SUPERIMPOSED 25 PSF THE PROJECT WAS DESIGNED IN ACCORDANCE WITH W EA. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE , : 4ri + IMPORTANCE/USE FACTOR: 1.0 THE BUILDING CODE REQUIREMENTS FOR EL. EACH OBS. OBSCURE VERT. NOTED VERTICAL ,+ , " j 1 II, ;, J !, REINFORCED CONCRETE (ACI 318-08, 315-08, LRFD). T BUILDING CATEGORY II V 6 ELEV. ELEVATION O.C. ON CENTER VEST. VESTIBULE. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ELEC. ELEVATOR O.D. OUTSIDE DIAMETER V.G.D.F. VERTICAL GRAIN - - MIN. SOIL BEARING PRESSURE: N/A AISC LRFD 13th EDITION. BUILDING CODE EQ. ELECTRICAL OFF. OFFICE W/ WITH REQUIREMENTS AND SPECS FOR MASONRY EXH. EQUAL OPNG. OPENING W/O WITHOUT SHUTTERS: NO STRUCTURES (AC1530-08/ASCES-05/TMS402-05). EXP. EXHAUST OPP. OPPOSITE W.C. WATER CLOSET �d{{{{'} IMPACT RESISTANT ASSEMBLY YES [nilBUILDING CODE REQUIREMENTS AND NATIONAL EXT. EXPANSION PL. PLATE WD. WOOD tI IC i' EXIST. EXTERIOR PLAS. PLASTER WDW. WINDOW DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION F.F. EXISTING PLYWD. PLYWOOD W.H. WATER HEATER A A CO M LOAD PATH PROVIDED YES (ANSI/NFOPA NDS-2005, ASD, AF&PA). ARE COMPONENT &CLADDING DETAILS PROVIDED YES w FLASH. FINISHFLOORPR. PAIR WSI�CT. WAINSCOT �I.��J�DL7 LJ-.I��Cr�i L7 CLOD �LJVLJ OO �IJVIJ[r����OO L!V O FLUOR. FLASHING PRCST. PRECAST WT. WEIGHT FT. FLUORESCENT P.T. D.F. PRESSURE SY B. SYMBOLS ' FTG. FOOT/FEET PTN. TREATED & AND GA. FOOTING Q.T. PARTITION ANGLE ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2010 GALV. GAUGE RAD. QUARRY TILE @ AT -' GL. GALVANIZED REINF. RADIUS E CENTER LINE .. EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY ` ®Q ' � ' ' . IS REFERENCED STANDARD NFPA-70. � GR. GLASS REQ. REINFORCE 0 DIAMETER OR ROUND REFERENCETHE NATIONAL ELECTRICAL CODE '+' � � "' `� � � _ l `. � - �� is GYP. GRADE RM. REQUIRED # POUND OR NUMBER H.B. GYPSUM ROOM QQ —;e l RESIDENTIAL POOL SAFETY ACT- CHAPTER 41 OF THE 2010 FBC RESIDENTIAL a � - Y/ � v HOSE BIBB +: - +, 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET THE REQUIREMENTS OF u . ,e RESIDENTIAL POOL SAFETY ACT SECTION R4107.17.1.9.04 I JT Al 2. ALL SCREEN DOORS ARE TO BE SELF LATCHING AND SELF CLOSING. LATCH MECHANISM SHALL BE MOUNTED AT 54" A.F.F. (MIN). y 3. ALARMS SHALL BE INSTALLED ON SCREEN DOORS. ARCHITECT: J 4. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. RANDALL STOFFT ARCHITECTS 1 42 NORTH BEACH, FLORIDAN AVE., SUITE 1 D���nnn n n ^ n D ^ DELRAY BEACH, F33444 � � - � w u w (�5- w � rr �l TEL: 561.243.0799, FAX: 561.243.0299 CONTACT: PERCY MEJIA EMAIL: PERCY@STOFFT.COM El i STRUCTURAL ENGINEER AGSTEN ENGINEERING 3000 FLORIDA BLVD., SUITE 206 DELRAY BEACH, FL 33483 TEL.561-272-5012 FAX 561-243-6401 CONTACT: ROBERT AGSTEN LANDSCAPE ARCHITECT: TONY GRIMALDI LANDSCAPE ARCHITECTURE STUDIO 11764 SE DIXIE HWY, SUITE 3 HOBE SOUND, FL 33455 TEL.561-972-0917 CONTACT: TONY GRIMALDI C�OC� 4G3MC��DOC�] H04FM_�:9 2PIS6 [pu(] UAUUQ (k Iml) a[EHIER11L KIEQMOMIEN IE ]4� ARCHITECT'S STATUS: EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER T BE RE A. THE ARCHITECT SHALL RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR P A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS.:., A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR CHARGE CONSTRUCTIONN MEANS, METHODS, TECHNIQUES, SEQUENCES NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN, ALLOWANCE PROPERTIES ARE AS FOLLOWS: PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE * FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE AND MASONRY. TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. ( D. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) TO A DISTANCE TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER. CONSTRUCTION MANUAL; AT.LEAST ONE FIELD DENSITY TEST SHALL BE OF 5 FEET BEYOND ALL BUILDING EDGES. E POURING OF FOUNDATION. DOUBLE 2"X "s. D. ALL SUB -SILLS OVER 8'-0" IN LENGTH SHALL BE OUBL 4 DESIGN R NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL ES GN FO O CODES: PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 OF WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN INCHES BELOW THE COMPACTED SURFACES. RESULTS PROCTOR TESTIS) AND FIELD DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER, B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE Z X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM 02487-59 FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE CITY AND COUNTY 0 FILL MATERIAL ALL BE PLACED IN LIFT (75) WITH LESS THAN 12 / PASSING SIEVE. M ER L SHALL ACE S BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. BUILDING CODE 2010. SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED D WOOD TRUSSES THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF STEEL CONCRETE' B5' DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED CHORD R F D ROOF PARALLEL CHO 00 BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND G. U G A - USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH D. LUMBER U 0 E A 1 EDITION). AMERICAN INSTITUTE FOR REINFORCED CONCRETE C 3 8 TRUSSES FLOOR PCT 80 � BRACING WOOD TRUSSES: COMMENTARY ( )( )• MENTARY AND CAREFULLY P A T FORM A WATERTIGHT MEMBRANE. EACH COURSE TRIM AND CARE ULL APPLY SO S 0 OR G C U PROCEDURES AGENCIES AP BY PROCEDURE 20- 4. AND PROLE U SAND GENCI S PROVED US OCEDU E PS 9 N. CONSTRUCTION) AISC ASD/9TH EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530-02/ASCE 5-02/TMS 402-02 BUILDING A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS At RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS . REQUIREMENTS OF ACI. 318-08. AND RECOMMENDATIONS HIB-91 . ( ) I THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT ANY OPENING, C - PA GRADE TRADEMARKS PLYWOOD PRODUCT STANDARD PS 1-73 AND RULES FOR DF G A CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR OF AMERICAN PLYWOOD ASSOCIATION. O CONSTRUCTION (ANSI/NFOPA NOS-2001). CEMENT: TYPES I OR II. LOW ALKALI, SILL TESTED AND B. POFIED. CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES. T FOR CEMENT CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF U MORE THAN 0.2 PERCENT. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. FBC R4407.5 STRUCTURAL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN OR OTHER DELETERIOUS MATERIALS. DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-08/ASCE 5.05/TMS 402-05, BUILDING CODE WINDOW AND DOOR OPENINGS. ACCORDANCEWITH ALL PROVISIONS OF THIS CODE. D. AGGREGATES; ASTM C-33 FOR SLABS ON GRADE. REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) REQUIREMENTS FOR MASONRY STRUCTURES. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. PERMITS: E. SAND: ASTM C-33 FOR SLABS ON GRADE. 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN F. FOUNDATIONS: INSTALL AS INCLUDED IN THESEDWG'S. OR AS AMENDED 8Y THE FINAL B. REINFORCING STEELLAP REINFORCING NOT LESS THANGRADE, : 48 BAR DIAMETERS AT SPLICE PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING SOILS REPORT. IN WALL REINFORCING. LAP HORIZONTAL .REINFORCING A MINIMUM OF AROUND CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS THEE WORK AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL j- HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPEDMFABRICATED STEEL OF A. "C" LABEL DOOR AND FRAME WITH CLOSER AND METAL THRESHOLD BETWEEN HOUSE H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT ENDED BY THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN AND GARAGE. .JOB CONDITIONS: 2,500 PSI FOR FOOTINGS & SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT28 REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. B. SAFETY GLAZING: (TEMPERED GLASS) DOOR SIDE-LITES WITHIN 12" OF DOOR GLASS WORK SHALL DAYS. ALL CONCRETECOMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-08) THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 TUB AND SHOWER ENCLOSURES WINDOW AND MIRRORS AT TUB AND SHOWERS WITH A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITJON). CONCRETE K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1000 SIF. IN SILLS LESS THAN 60" A.F.F. FRENCH DOORS. OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 9000 S/F CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS C. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. OTHERWISE SPECIFIED. PLACE. FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON OF GRADE LAP ALL I A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, A TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTMDESIGNATIONA•615 AFTER CLEANING AND INSPECTION. .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. REINFORCEMENT SHALL BE ACI HOOKS U.N.O. E. MASONRY UNITS SHALL BE ASTM C-90 TYPE 11 WITH MINIMUM COMPRESSIVE STRENGTH CHIMNEYS, FLOOR JOISTS OR TRUSSES. - OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF D. WINDOW UNITS SHALL DISP, LABELS SHOWING COMPLIANCE WITH THE FL ENERGY B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO - MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED SHOP DRAWINGS: CODE. NOT SCALE DRAW NGS. REINFORCING STEEL: FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-515 GRADE C. IF WORK IS BEING PREFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR - A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL E. ALL NEW SINGLE-FAMILY HOUSES DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND W TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM LOCATED WITH MAX. POSSIBLE ALTERATION(S) TO AN EXISTING BUILDING THE CONTRACTOR SHALL VERIFY ALL EXISTING STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE EXCEPT WHERE MORE EXACTING F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION PRIVACY WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS WITH A CONDITIONS WITH REFERENCE TO ARCHITECTURAL STRUCTURAL MECHANICAL, AND REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS A MINIMUM COMPRESSIVE PROF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. DOOR THAT HAS A MIN. 29" CLEAR OPENING. ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND R THIS STRENGTH IS REQUIRED FOR THIS PROJECT. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN B. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND THERMAL MOISTURE PROTECTION: WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE RUST PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, OF THE ACI-318 STANDARDS AND SPECIFICATIONS. ALL HORIZONTAL AND VERTICAL BARS SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK WHEN SHALL LAP 48 BAR DIAMETERS OF LARGEST STEEL IN LAP for FOOTING, DOWEL AND BEAM TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FLORIDA MODEL COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION STEEL TYP., UNLESS NOTED OTHERWISE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO SECTION AND DETAILS ENERGY CODE, SECTION 9. MINIMUM OF R-19 BLANKET INSULATION AT ROOFS AND R-11 AT DOCUMENTS. ENGINEER'S REVIEW. TYP. MIN LAPS'SHALL BE AS FOLLOWS: #4 0 BAR -25" #6 0 - 36" H. PROVIDE 9 GAUGE HORIZONTAL. JOINT REINFORCEMENT (LADDER TYPE ONLY) AT FRAME WALLS. R-4.2 ON MASONRY, UNLESS NOTED OTHERWISE. PROVIDE THERMAL #5 0 BAR - 30" #7 0 - 42" EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE INSULATION AT ALL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTED CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND D. PROVIDE 30"00" CORNER BARS LAPPED & TIED TO EACHREBAR, TYPICAL ATALL TID. TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. TIGHTLY BETWEEN STUDS, VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. CORNERS PER DETAIL 11/S-4. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A AGAINST FLORIDA MODEL ENERGY CODE AS SUBMITTED. QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST AND 2ND E. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLOOR TIE -BEAM. "SPECIFICATION PLUMBING FIXTURES: B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY WORK NECESSARY TO COMPLETE CONSTRUCTION: SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Yi') FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S * BEAMS AND COLUMNS 1 1/2" PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. RECOMMENDATIONS AND FLORIDA BUILDING CODE 2010. AT THE COMPLETION OF THE * FORMED CONCRETE BELOW GRADE 2" A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION WORK, THE CONTRACTOR SHALL TTEN GUARANTEE NMANU A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE R UNFORMED BELOW GRADE 3" STRUCTURAL STEEL: COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GI GUARANTEE FOR REPLACEMENT AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) RAT BOTTOM &SIDES 2"CLEAR OF TOP * FOOTING CLEAR OUTSIDE FACE; 1 1/2" CLEAR INSIDE WALLS 2" CLEAR OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. CLEAN UP / REPAIR: * SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Yi' CLEAR AT TOP (EXTERIOR) BEAMS 1 1/2" CLEAR TO STIRRUPS A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE * COLUMNS 1 1/2" CLEAR TO TIES EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. �n n V �(,��&[n L A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, F. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B ® MASONRY WALL C ] WALL ABV OR BELOW CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. G. GENERAL BEAM NOTES: (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND _ _ GROUT FILLED CELL IN � POTSHELF HEIGHT AS 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ.. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO MASONRY WALL NOTED PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENTAREAS AND SURFACES. BEAMS. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STIR. BEAM PER STANDARD ASTM BENDING DIAGRAM. THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XSTIR. ELECTRODES. POURED CONCRETE COL. ® POURED CONCRETE COL. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED IT MAX.) TO FIT BLOCK WORK AND IN MASONRY WALL " IN MASONRY WALL NON -BEARING FRAME WALL ITTIE NON -BEARING FRAME WALL WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM DEPTH & ADD 2 #5 BOTTOM IF DROP EXCEEDS 8" U N 0 ON PLANS 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. FRAME BEARING WALL NON -BEARING INSULATED WALL It Ln O H W D- IY O LL ARCHITECTURAL A001 COVER SHEET A101 SITE PLAN A201 GROUND FLOOR PLAN A202 FIRST FLOOR PLAN A203 SECOND FLOOR PLAN ROOF PLAN A301 FRONT & SIDE ELEVATIONS A302 REAR & SIDE ELEVATIONS A303 BUILDING SECTIONS A501 WINDOW & DOOR SCHEDULES / PLUMBING RISER A502 WINDOW & DOOR DETAILS A601 TYPICAL WALL SECTIONS A701 DETAILS A702 PRE —CAST DETAILS STRUCTURAL SO FOUNDATION PLAN S1 FIRST LEVEL, BEAMS & ROOF S2 UPPER ROOF S3 NOTES —SCHEDULES S4 DETAILS TTI ELECTRICAL E201 GROUND FLOOR ELECTRICAL PLAN E202 FIRST FLOOR ELECTRICAL PLAN, SCHEDULES & RISER E203 SECOND FLOOR ELECTRICAL PLAN MECHANICAL M201 FIRST FLOOR MECHANICAL PLAN M202 SECOND FLOOR MECHANICAL PLAN SK ' SEAL 5 DEC 01 2014 FL-0011105 FIRM AA003379 ®� COVER SHEET g x•WIN, t B A303 I I I 1 I STORAGE it II / 1 I N > O > � N GARAGE 4 Y i UNFINISHED ° / ` ` W EH 1 W > N i I I I 1 rn > 1 GROUND FOYER jI sue" 15'-o" — a — — — N ,r ♦ OPEN it > 5 1'roneovE 0 9 1 / 7 1 . l 2& 4" a B-0" 19W mot BB 1 "" > w — / - 1 T 4" 13' 0" — - - UNFINISHED ;Ir> 1 V'D OR _Ql&dWRY -I I_ > -- ---- - � A 2 .10 A7-2" 7-2" 3'-0" 19,4- Tel" I W-4- 25'-8" W-6* B I A A303 A3p1 A303 3 A301 A A303 OUTDOOR STORAGE mwm 5 0 HB 2 A3ot GROUNDOO' PLAN SCALE: f qr REVISIONS BY I DATE V Q OEPREwsWNs PM ow-M 1 REVISIONS ._. PM..... M•N-15 !_ 53 REVISIONS PM 02-Wf6 N S Fm OCION Up 0. TWA� V w th A� A m I FEB 13 2015 GROUND FLOOR PLAN I � t A/C AREA A/C - 1ST FLOOR 3606 SF A/C - 2ND FLOOR 1881 SF A/C - GROUND FOYER / GYM 1281 SF 6769 SF TOTAL AREA A/C - 1ST FLOOR 3606 SF A/C - 2ND FLOOR 1881 SF A/C - GROUND FOYER / GYM 1281 SF COVERED TERRACE 254 SF REAR BALC. 261 SF COVERED ENTRY 178 SF FRONT BALCONY 178 SF GARAGE / STORAGE 2290 SF OCEAN TERRACE 550 SF 10478 SF O N SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT. FOR GROUND FLOORS, 5.7 SQ. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. RESIDENCE LOT COVERAGE A/C - 1 ST FLOOR 3670 SF 3670 SF TERRACE LOT COVERAGE COVERED TERRACE 254 SF COVERED ENTRY 178 SF OCEAN TERRACE 550 SF 981 SF TOTAL LOT COVERAGE COVERED TERRACE 254 SF A/C - 1 ST FLOOR 3670 SF COVERED ENTRY 178 SF OCEAN TERRACE 550 SF 4651 SF FIRST FLOOR PLAN SCALE: 1/4" = T-0" REVISIONS BY DATE OEP REVISIONS PI M 08-21-14 SEAL DEC 01 2014 FL-0011105 FIRM—AA003379 FIRST FLOOR PLAN A202 Lm E A301 /9 SECOND FLOOR PLAN �m REVISIONS BY DATE DEP REVISIONS PM 08-21-14 J DEC Q 12014 FL-00m05 FIRM -AA SECOND FLOOR PLAN '1 A203 SCALE: 114" = T-0" d. REVISIONS BY DATE r Q DER REVISIONS PM 08-21-14 O A r A303 A301 A303 H- mo II a� ON SPR@+10'-0 II II — REAR BALCONY / \ = CLG @ +10'-4" = P M ER SOF @ CLG @ 10'_0"P WIC II a o CLG@+10'-0" - B ROOM 3 BEDROOM 4 VIP BATH c G@+10�-0" CLG @ 10'-0" CLG @ +10'-0" 4 LG @ +10'-01, �— a _- - ATH 2 of @ SOFFIT @ — f—+9'-0" CLG@+10'-0" AlH3 BEDROOM 2 CL @+10'-0" CLG@+10'-0" WIC 3 c @ +10'-0" SOFFIT @ +9'-0" SOF Ca ° BATH 4 I, CLG @+10'-0" — WIC 4 CLG @ +10'-0" CLG @ 1 '-0" SOFFIT +9'-0 �U,C. RE III I I� 0 WIC EL OR CLG @10'— ' CLG @ +10'— ' II Q °al 9 0;- AHU3 H� - I 2'-6" 2'-6" 2'-6"N3 O.H. O.H. O.H- LM �L 110'_01, LOUNGE CLG +10'-0" _ r0 s cH BE O • kIlIll I — II SEAL CLG @ + -4" YL9 ICej � c7 U CL @ +10 —4 CLG @ +10'-4" I CLG @ +10'-4' U = FRONT BALCO�I 2 DEC o i 201 T.O.B. — F'L-0011105 FIItM—AA003379 ON ~ + I I T.O.B. T. B. ROOF PLAN +24'-0" +121.0" IN B I A A303 A301 A303 ROOF PLAN A204 SCALE: 1/4" = T-0" qqct REVISIONS BY DATE `Q OEP REVISIONS PM 0621-14 tom§ A O A303 A301 A303 N I W p a o p 7CLG 11'-2" IL LLL All 1111111,111111101p a -- CLG +12'-0" HDR +10'-0" SOF @ O O - Em SPR@+12-0"2' 6"+1 F @HB O O O CYPRESS T&G CEILING O O � SUN ROOM777 O CLG @ +12'-8" _ D o SOF @ +10'-0" GFRomO - O p CF O CvvERE^vTEIACE CLG GFROMIO'_0" O >n 14�4' _® ts t U O ro O - MA.�)TER BEDROOM p -- II----�� _.- O O O SPR @ +10'-011 - HDR @ r , • 10'-0" 0 0 11DR @ 8'-01, I QY — 1O 00V®'� SHWA$� ',�A13IIIcO 0r 3 1 o❑❑oo A301 "Aft. LFWA (D SECOND FLOOR REFLECTED CEILING PLAN SCALE: 114" = V-10" REVISIONS BY DATE OEP REVISIONS PM OB-21-i4 SECOND FLOOR REFLECTED CEILING PLAN mm 110 O = I M LU MARK MATERIAL 001 5V CRIMP METAL ROOF, TYP.) 002 POWDER COATED ALUMINUM RAILING (LOUVERED PANEL IN FRONT BALCONY) 003 SMOOTH STUCCO FINISH 004 RAISED STUCCO SIDING (IN LIEU OF TO HARDIEPLANK SIDING-8-1/4" PLANK) 005 STAINED MAHOGANY ENTRY DOOR WITH GLASS SIDELIGHTS & TRANSOM 006 PAINTED SPANISH CEDAR OUTRIGGER BRACKET 007 DECORATIVE LIGHT FIXTURE RAISED STUCCO TRIM (OPTIONAL 008 PRECAST) 009 OVERHEAD GARAGE DOOR w/ DECORATIVE WOOD VENEER FINISH BY DAB OR APROVED EQUAL 010 HOT DIPPED GALVANIZED TUBE STEEL COLUMN WRAPPED IN WOOD (AZAK OPT.) 5 1/2" WIDE RAISED STUCCO CORNER 011 BOARDS (IN LIEU OF HARDIE PLANK) 012 PAINTED 4"X8" SPANISH CEDAR OUTRIGGER 013 RAISED PRE -CAST PILASTER PRE -CAST BANDING (OPTIONAL 014 STUCCO) 015 WOOD (AZAK OPT.) BRACKET 016 DECORATIVE ALUMINUM FIXED BAHAMA SHUTTER 017 PRE -CAST CAP 018 SMOOTH STUCCO PANELING & PROFILE DETAIL 019 COQUINA STONE CLADDING (12X24) 020 RAISED STUCCO PANEL - - - - - - - - �001 12 AVERAGE DISTANCE ROOF RIDGE EAVE - - - 001 012 OILTOP OF BEAM ELEV. �CT 24'-0"ABV FIN. FLOOR T 46.36' NGVD / 44.87'NAVD LOWEST 24'-0"ABV FIN. FLOOR 46.36' NGVD / 44.87' NAVD 14'-0"ABV FIN. FLOOR 36.36' NGVD / 34.87' NAVD 22.36' NGVD / 20.87' NAVD FINISHED FLOOR ELEVATION -13'-0" 9.36' NGVD / 7.87NAVD 008 Oil TOP OF 2ND FIN. FL. _ r 14'-0'A9WAB7E00RLOOR 36.36' NGVD / 34.87' NAVD TOP OF MASTER T.B. 12'-0"ABV FIN. FLOOR 34.36' NGVD / 32.87' NAVD OIL TOP OF MASTER T.B. 11'-O"ABV FIN. FLOOR r 33.36' NGVD / 31.87' NAVD Oil 004 FINISHED FLOOR _ ELEVATION 9-0" 22.36' NGVD / 20.87' NAVD 013 IL STRUCTURAL MEMBER r " FINISHED FLOOR ELEVATION -1 T-0' 9.36' NGVD / 7.87' NAVD ELEVATION-13'-2" 9.19' NGVD / 7.70 NAVD 003 12 7 TYP. W1917M-71 �J 12 TYP. 17 012 III 12 7 12 J,.7 17 _ TOP OF BEAM ELEV. 24'Cl"ABV FIN. FLOOR 46.38' NGVD / 44.87' NAVD TOP OF STUDIO T.B. 12'-0"ABV FIN. FLOOR 34.36' NGVD l 32.87'NAVD 011 014 FINISHED FLOOR /6 ELEVATION 0'-0" 22.36' NGVD / 20.87' NAVD 007 003 009 qe REVISIONS BY I DATE Oros Q OEP REVISIONS PM 02144 Y REVISIONS PM 01-U-15 o 9 REVISIONS PM 02.13.15 N TOO /Lu/I� W CL 8 Q Q a _ FINISHED FLOOR Ak ELEVATION -ITAr wrl GARAGE DOOR FINISHED FLO �3\ / ELEVATION -17-4" 9.03' NGVD / 7.54' NAVD FRONT ELEVATION SCALE:1/4" = V-O" 24'-0"ABV FIN. FLOOR 46.36' NGVD / 44.87' NAVD 14'-0"ABV FIN. FLOOR 36.36' NGVD / 34.87' NAVD TOP OF DINING T.B. 12.0"ABV FIN. FLOOR 34.36' NGVD / 32.87" NAVD TOP OF MASTER T.B. 11'-0"ASV FIN. FLOOR 33.36' NGVD / 31.87' NAVD ELEVATION 0'-0" 22.36' NGVD l 20.87' NAVD ao3 LEFT ELEVATION SCALE:1/4" = 1'-O" FINISHED FLOOR ELEVATION -13'-0" / 9.36' NGVD / 7.87' NAVD � n_nennc cw n nna .L e FEB 13 2015 FRONT & LEFT ELEVATIONS A301 MARK MATERIAL 001 5V CRIMP METAL ROOF, TYP.) POWDER COATED ALUMINUM RAILING 002 (LOUVERED PANEL IN FRONT BALCONY) 003 SMOOTH STUCCO FINISH 004 RAISED STUCCO SIDING (IN LIEU OF TO HARDIEPLANK SIDING-8-1/4" PLANK) STAINED MAHOGANY ENTRY DOOR 005 WITH GLASS SIDELIGHTS & TRANSOM 006 PAINTED SPANISH CEDAR OUTRIGGER BRACKET 007 DECORATIVE LIGHT FIXTURE RAISED STUCCO TRIM (OPTIONAL 008 PRECAST) 009 OVERHEAD GARAGE DOOR w/ DECORATIVE WOOD VENEER FINISH BY DAB OR APROVED EQUAL 010 HOT DIPPED GALVANIZED TUBE STEEL COLUMN WRAPPED IN WOOD (AZAK OPT.) 5 1/2" WIDE RAISED STUCCO CORNER 011 BOARDS (IN LIEU OF HARDIE PLANK) 012 PAINTED 4"X8" SPANISH CEDAR OUTRIGGER 013 RAISED PRE -CAST PILASTER PRE -CAST BANDING (OPTIONAL 014 STUCCO) 015 WOOD (AZAK OPT.) BRACKET 016 DECORATIVE ALUMINUM FIXED BAHAMA SHUTTER 017 PRE -CAST CAP 018 SMOOTH STUCCO PANELING & PROFILE DETAIL 019 COQUINA STONE CLADDING (12x24) 020 RAISED STUCCO PANEL 12 4 FTYP. TOP OF BEAM ELEV. 24'-0"ABV FIN. FLOOR 46.36' NGVD / 44.87'NAVD TOP OF 2ND FIN. FL. 14'-0"ABV FIN. FLOOR 36.36' NGVD / 34.87' NAVD TOP OF STUDIO T.B. 12'-0"ABV FIN. FLOOR 34.36' NGVD / 32.87' NAVD FINISHED FLOOR ELEVATION 0'-0" 22.36' NGVD l 20.87' NAVD 006 010 002 012 Ol l 019 FINISHED FLOOR _ ELEVATION-13'-0" 9.36' NGVD / 7.87' NAVD GARAGE FIN. FLOOR ELEVATION-13'-2" 9.19' NGVD / 7.70 NA VD TOP OF BEAM ELEV. 24'-0"ABV FIN. FLOOR 46.36' NGVD / 44.87' NAVD 001 012 %1 TOP OF MASTER T.B. 12'-0"ABV FIN. FLOOR 34.36' NGVD / 32.87' NAVD 007 008 004 Olt , Il FINISHED FLOOR ELEVATION 0'-0" 22.36' NGVD l 20.87' NAVD 014 003 001 11m 12 7 TYP. 7 TyP. J�rt- vil 1 12 7 TYP. 002 dui I 'F{s' b "}.s t`Ef {�!j }. ,'f{s t� t.�d ,,{.t+�',� F#f ; ffi 63 tti f!s f'S �Y r! I' I {'II% f1 t 'a S ? a t Is3 /fir sjt s{, 4s d31, ! 1 F$i e ,,#s$� ik��tly .a.r { if2 kY1 '+1f t t; E{�f�tt ix* "'Hi �(t�: i It {ijK a 001 12 Typ, 7 12 TYP. 7 0 012 013 012 Oil 004 008 014 12 TYP. 7 TOP OF BEAM ELEV. 24'-0"ABV FIN. FLOOR 46.36' NGVD / 44.87' NAVD TOP OF MASTER T.B. (, 12'-0"ABV FIN. FLOOR 34.36' NGVD / 32.87' NAVD FINISHED FLOOR ELEVATION 0'-0" 22.36' NGVD / 20.87' NAVD RIGHT ELEVATION SCALE: 1/4" = 1'-0" 001 012 24'-0"ABV FIN. FLOOR 46.36' NGVD / 44.87' NAVD 013 �J l TOP OF 2ND FIN. FL. 14'-0"ABV FIN. FLOOR 36.36' NGVD / 34.87' NAVD 004 O11 ELEVATION 0'-0" 22.36' NGVD / 20.87' NAVD 014 REAR ELEVATION SCALE: 1/4" = l'-0" qqt REVISIONS BY DATE QDEP REVISIONS PM 08-21-14 1 U Q r 1 � r 9 2 W'A co W F DEC 01 2014 AU05 FIRM-AA003379 RIGHT & REAR ELEVATIONS A302 FINISHED FLOOR ELEVATION-13'-0" O 4R' Kinxin 1 7 RT Ald %If) GROUND LEVEL EXTERIOR DOOR AND FRAME SCHEDULE DOOR -TAG QUANTITY SIZE FRAME STYLE NOTES Width Height Material D001 1 T-6" 9'-01, ENTRY TRANS. TOP@10'-6",SIDELITES 24" WIDE, SEE ELEV. D002 1 14'-0" 10'-0" OHGD - D003 1 2'-8" 8'-0" SOLID D004 1 5'-0" 8'-0" - FRENCH-DBL - D005 1 2'-8" 8'-0" - SOLID D005 1 8'-0" 7'-0" -- INTERIOR -DOUBLE 6 GROUND LEVEL WINDOW SCHEDULE NUMBER' QUANTITY SIZE STYLE TOP OF WDW A.F.F. 8'-0" 8'-0" NOTES Width Height W001 1 6'4" 6'-0" CASEMENT -DOUBLE TRANS.TOP V-6" W002 1 3'-0" 5'-0" FIXED W003 1 T-0" 5'-0" FIXED 8'-01, - W004 1 T-0" 5'-0" PICTURE WDW 1 8'-0" TRANS.TOP 9'-6" W005 1 2'-0" T-0" CASEMENT 8'-0" TRANSOM TOP @ 10' 0" 5 GROUND LEVEL INTERIOR DOOR SCHEDULE TAG SIZE TYPE NOTES OTY 1001 2'-8"x8'-0" SWING 1002 5'-0"x8'-0" SWING WI G 1 1003 V-0"x8'-0" SWING DL 1004 2'-8"x8'-0" SWING 1005 T-0"W-0" SWING 1 1006 5'-0"x8'-0" SWING DBL 1007 6'-0"x8'-0" SWING DL 1008 Z-8"W-0" SWING 1 1009 5'-0"x8'-0" SWINGDBL 1 1010 2'-8"x8'-0" SWING 1011 2'-8"x8'-0" PKT 11 SECOND LEVEL EXTERIOR DOOR AND FRAME SCHEDULE DOOR -TAG QUANTITY SIZE FRAME STYLE NOTES Width Height Material D201 1 5'-0" 8'-0" -- FRENCH-DBL 24"SIDELITES D202 1 9'-0" 8'-0" - SLIDING GLASS -TRIPLE D203 1 10'-6" 8'-0" -- SLIDING GLASS -TRIPLE D204 1 2'-8" 8'4" - FRENCH D205 1 2'-8" 8'-0" -- SOLID 5 SECOND LEVEL WINDOW SCHEDULE NUMBER QUANTITY SIZE STYLE TOP OF WDW A.F.F. NOTES 8%0" _ 8'4"_ j Width Height W201 1 2'-6" 5'-0" FIXED W202 1 2'-6" 5'-0" FIXED W203 1 5'-0" 5'-0" CASEMENT -DOUBLE 8'4' W204 1 1 5'-0" 5'-0" DOUBLE FIXED 8%0" W205 1 5'-0" 5'-0" CASEMENT -DOUBLE 8'-01, _ W206 1 2'-6" 5'-0" FIXED 8'-0" W207 1 2'-6" 5%0" FIXED 8'-0" W208 1 2%0" 4%0" FIXED 8%0" - W209 1 5'-0" 6'-0" CASEMENT -DOUBLE 8'-0" - W210 1 2'-6" 64" CASEMENT 8'-0" - W211 1 2'-6" 64" FIXED 8'-0" -- W212 1 5'-0" 5'-0" DOUBLE FIXED 8'-0" - 12 SECOND LEVEL INTERIOR DOOR SCHEDULE TAG SIZE TYPE NOTES QTY 1201 T-0"x8'4' PKT 1 1202 2'-8"x8'-0" SWING 1 1203 2'-6"x8'-0" SWING 1 1204 2'-6"x8'-0" SWING 1 1205 2'-8"x8'-0" SWING 1 1206 2'-6"x8'-0" SWING 1 1207 2'-6"x8'-0" SWING 1 1208 2'-8"x8'-0"1 SWING 1 1209 2'-8"x8'-0" SWING 1 1210 2'-8"x8'-0" SWING 1 1211 2'-8"x8'-0" SWING 1 1212 2'-8"x8'-0" SWING 1 1213 2'-8"x8'-0" SWING 2 1214 2'-6"x8'-0" SWING 2 1215 Z-6"x8'-0" PKT 1 17 FIRST LEVEL EXTERIOR DOOR SCHEDULE DOOR -TAG QUANTITY SIZE FRAME STYLE Width Height Material AND FRAME NOTES D101 1 5'-0" 8'4- FRENCH-DBL TRANSOM TOP 10'-0", SIDELITES D102 1 21'4" 10'-0" SLIDING GLASS-CUAD2 -- D103 1 8'4" 10'-01, SLIDING GLASS W/ 16"SIDELITES OF EACH END D104 1 2'-8" 10'-0" - ENTRY -- D105 1 2'-8" 8'-0" SOLID ELEVATOR 5 FIRST LEVEL WINDOW SCHEDULE SIZE NUMBER QUANTITY ,STYLE TOP OF WDW A.F.F. NOTES Width Height W100 1 2'-6" 4'-6" FIXED 8'-0" TRANSOM TOP @ 10'-0" W101 1 3'-0" 5'-0" CASEMENT 81-011 TRANS.TOP@1 0'-0", FIX PANEL BLW TOP 36"&12"SILL TRANS.TOP@10'-0",FIX PANEL BLW W102 1 3'-0" 5'-01, FIXED 81-0" TOP 36"&12"SILL TRANS.TOP@10'-0",FIX PANEL BLW W103 1 3'-0" 5'-0" CASEMENT 81-0" TOP 36"&12"SILL W104 1 3'-0" 5'-0" FIXED 8'-0" TRANSOM TOP @ 10'4" W105 1 3'-0" 5'-0" FIXED 8'-0" TRANSOM TOP @ 10'-0" W106 1 2'-6" 4'-0" FIXED 8'-0" TRANSOM TOP ft 10'-0" PANEL BLW TOP@36 W107 1 5-0 ' 5-0 PICTURE WDW 8-0 &12 SILL,FIX FIX UNITS ON EACH SIDE W108 1 2'-6" 5'-0" CASEMENT 8'-0" TRANSOM TOP @ 10'-0" W109 1 2'-0" 5'4" CASEMENT 8'-0" TRANSOM TOP @ 10'-0" W110 1 5'-0" 6'-0" DOUBLE FIXED 81-0" TRANSOM TOP @ 10'-0" W111 1 2'-0" 5'-0" FIXED 8'-0" TRANSOM TOP @ 10'-0" W112 1 2'-6" 5'-0" FIXED 8'-0" TRANSOM TOP @ 10'-0", 24" FIX PANEL BELOW, SEE ELEV. TRANSOM TOP @ 10'-0",36"W W113 1 6-0" 5'-0" PICTURE WDW 8'-0" CASEMENTS ON EACH SIDE, 24" FIX PANEL BELOW, SEE ELEV. TRANSOM TOP @ 10'-0",42"W FIX W114 1 T-0" 6'-0" PICTURE WDW 8'-0" UNITS ON EACH SIDE, 24" FIX PANEL BELOW, SEE ELEV. W115 1 5'-0" 5'-0" PICTURE WDW 81_01, TRANSOM TOP @ 9'-6", 24" H. FIX PANEL BLW, TOP 36" TRANSOM TOP @ 9'-6" W116 1 5'-0" 4'-6" CASEMENT -DOUBLE V-0" W117 1 3'-0" 4'-6" FIXED 8'4" TRANSOM TOP @ 9'-6" W118 1 1'-6" 5'-0" FIXED 8'-0" TRANSOM TOP @ Y-6", 24" H. FIX PANEL BLW, TOP 36" W119 1 1'-6" 5'-0" FIXED 81-01, TRANSOM TOP @ V-6", 24" H. FIX PANEL BLW, TOP 36" 20 FIRST LEVEL INTERIOR DOOR SCHEDULE TAG SIZE TYPE NOTES OTY 1101 2'-8"x8'-0" SWING 1 1102 2'-6"x8'-0" SWING 1 1103 2'-8"x8'-0" PKT 1 1104 3'-0"x8'-0" PKT 1 1105 3'-0 W-0" PKT 1 1 1106 4'-8"x8'-0" SWING DBL 1107 1 2'-8"x8'-0" SWING 1 1108 2'-8"x8'-0" SWING 1 1109 2'-8"x8'-0" SWING 1 1110 2'-6"x8'-0" SWING 1 1111 2'-8"x8'-0" SWING 1 1112 6-0"x8'-0" 1 SLIDER 1 1 1113 2'-8"x8'-0" SWING 1 1114 2'-6"x8'-0" SWING I 1 14 SECOND FLOOR R FIRST FLOOR JIB I GROUND PLAN rR 4"SAN.191.0 FUI TO MAIN SEWER LINE, VERIFY LOCATION IN FIELD. 3N. OWN., BATH 2 yr R DL' J1L 24j. I I rR I 1�2,v. To LAV BATH r0� T'SAN. OWN. rR �2y 2"A.A.V. KITCHEN I ST SA IW, }^ gINK 141 " MORNING O' BAR 3"SAN, OWN. Jl�2fV•r.R R JI�2„y r. . kjNK pPIp to 3" 3"SAN. OWN. SANITARY RISER SCALE: N.T.S. REVISIONS BY I DATE ADEP REVISIONS PM 08-21-14 CN H 9 L Lu a rT, w i 1 A ti f= WINDOW & DOOR SCHEDULES I� 6" MI 6" MIN. - �OVERLAP MOISTURE BARRIER OVERLAPPED TO DIRECT MOISTURE AWAY FROM STRUCTURE/FRAMING FOLDED ORSOLDERED \ / SILL FLASHINb-.. tt Lwl K MOLD HEAD CASINGlTRIM NOTES: JAMB CASING/TRIM-�< "-w1NgOW _.. ,{Kqtl UINIT 1. CAULKING, SEALANT, ADHESIVE, OR GASKET SSEALS WINDOW FRAMING AND WALL JOINTS TL (SLOPED TOP) OVER - FORM AIR BARRIER. HANGS APRON 2. THESE PRINCIPLES ARE ALSO APPLICABLE TO APPROXIMATELY 1" DOOR WEATHERPROOFING. WINDOW WEATHERPROOFING WINDOW DETAILS IN MASONRY WALLS G.C. TO APPLY TREMCO 250 LINTEL OR BEAM WATERPROOFING MEMBRANE 1x4 P.T. NAILER (SEE STRUCTURAL DWO's) WOOD JAMB EXTENSION AROUND OPENING INNER FACE AND EXTERIOR FACE OF BUCK. WOOD CASING BY OWNER INSULATION PER CAST STONE TRIM INDICATES GYP. BD. RETURN MEMBRANE TO EXTEND A MIN. TYPICAL WALL SECTION EXTENSION JAMB 12" ON THE FACE OF ALL #10, 1-3/4" TAPCONS @ 8" INDICATES 5/8'. 5/8" GYP. BD. OPENINGS,TYPICAL. O.C. MAX, 2" FROM EACH END STUCCO w/ SMOOTH 1x4 P.T. NAILER ALUMINUM CLAD WINDOW FINISH 1x4 P.T. NAILER CAULK AS REQUIRED 5/8" GYP. BD. (SEE WINDOW SCHEDULE) WOOD SILL INSULATION PER WOOD SILL CAST STONE TRIM G.C. TO APPLY TREMCO 250 WATERPROOFING MEMBRANE CAST STONE SILL - G.C. TO APPLY TREMCO 250 TYPICAL WALL SECTION (SEE ELEVATIONS) AROUND OPENING INNER FACE (U.N.0) WATERPROOFING MEMBRANE AND EXTERIOR FACE OF BUCK. AROUND OPENING INNER FACE MEMBRANE TO EXTEND A MIN. 11 AND EXTERIOR FACE OF BUCK. 12" ON THE FACE OF ALL MEMBRANE TO EXTEND A MIN. OPENINGS,TYPICAL CEO ALL 12" ON THE FACE 6 �. s° OPENI POURED CAST STONE TRIM WOOD CASING BY OWNER CONCRETE SILL EXTENSION JAMB #10, 1-3/4" TAPCONS @ 8" O,C. (SEE STRUCTURAL ? WOOD CASING BY OWNER I MAX, 2" FROM EACH END DWG's) INSULATION PER CAULK AS REQUIRED TYPICAL WALL SECTION INDICATES 5/8" STUCCO CAULK AS REQUIRED ALUMINUM WINDOW INDICATES 5/8" w/ SMOOTH FINISH CAST STONE TRIM STUCCO w/ SMOOTH 5/8" GYP. BD. CMU WALL EXTENSION JAMB & SILL WOOD JAMB EXTENSION FINISH (SEE STRUCTURAL DWG's) CAST STONE TRIM CMU WALL *CAULK AS REQUIRED (SEE ELEVATIONS) *CAULK AS REQUIRED *CAULKAS REQUIRED (SEE STRUCTURAL DWG's) TYPICAL WINDOW JAMB DETAIL 12 TYPICAL WINDOW HEAD DETAIL 11 TYPICAL WINDOWSILL DETAIL 10 O.H. GARAGE DOOR DETAILS -- - --- --- - -- - ---- _ __ ;4,1 CAULK AS REQUIRED INDICATES STEEL INSULATED �sPPt�zFlorCa 2s� CAULK AS REQUIRED DOOR w/ WOOD VENEER WATERPROOFING MEMBRAN INDICATES (SEE DOOR SCHEDULE) AROUND OPENING INNER INDICATES 8" CMU MOULD INDICATES 1x6 INDICATES 1" RECESS IN FACE AND EXTERIOR FACE O SMOOTH CEDAR BD. CONCRETE BUCK. MEMBRANE TO INDICATES MOULD EXTEND A MIN. 12" TH EPDXY FLOOR CAST STONE TRIM INDICATES 1X6 SMOOTH CEDAR BD FACE OF ALL O OPENINGS,TYPICAL (VERIFY w/ OWNER) BEYOND CORNER BEAD s�0 STUCCO RETRUN INDICATES 5/8" STUCCO WI CAST STONE TRIM SL PE SMOOTH FINISH LINTNTRACK, 2x8 P.T. GARAGE DOOR BUCK (SEE S P r STONE TRIM INDICATES MASONRY WALL )CAST 2X HEADER ' CORNER BEAD MAYVARv,sEEPLaNs �INDIGATES' F3I WAY MAREFER (VERIFY w/ OWNER) TO STRUCTURAL REVEAL SCREED INDICATES CONCRETE SLAB EMBEDDED IN GROUT FILLED (SEE STRUCTURAL DWG's) G.C. TO APPLY TREMCO 2 MASONRY CELLS TANDAR, DRIP GROOVEWATERPROOFING MEMBRANE O MIN. (4) PER JAMB @ 48" O.C. IN TORSSTUCCO RETRUN INDICATES STEEL INSULATED OPENING INNER FACE AND EXTE R HEADER, MAX 8" FROM EACH END OPE.. DOOR w/ WOOD VENEER FACE OF BUCK. MEMBRANE TO EXT GARAGE DOOR ON O.H. GARAGED INDICATES 2x WOOD (SEE DOOR SCHEDULE) A MIN. 12" ON THE FACE OF ALL NDICATES SKIM COAT 2X6 WOOD FRAMES/ DOOR TRIM OPENINGS,TYPICAL. PLASTER w/ SMOOTH FINISH JAMBS (SEE PLAN) *CAULK AS REQUIRED GARAGE DOOR JAMB DETAIL 9 GARAGE DOOR HEAD DETAIL 8 GARAGE DOOR SILL DETAIL 7 INSULATION PER TYPICAL WALL SECTION *CAULK AS REQUIRED FRENCH DOORJAMB DETAIL EXTERIOR WINDOW & DOOR GENERAL NOTES: 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 140 MPH WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2007 AND ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & DOOR SPECIFICATIONS. 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT GAIN. 4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT (SHGC) AS INDICATED IN THE ENERGY CALCULATIONS. 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT. 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS. 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET CODE FOR LOADS. 8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS, MUNTIN BARS, AND OVERALL CONFIGURATION. 9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. EXTERIOR SWING DOOR DETAILS G.C. TO APPLY TREMCO 250 WATERPROOFING MEMBRANE AROUND OPENING INNER FACE AND EXTERIOR FACE OF BUCK. MEMBRANE TO EXTEND A MIN. 12" ON THE FACE OF ALL OPENINGS,TYPICAL. #10, 1-3/4" TAPCONS @ 8" O.C. MAX, 2" FROM EACH END ALUMINUM THRESHOLD IMITATION KEYSTONE THRESHOLD CAULK AS REQUIRED CAST STONE EXTENSION JAMB CAST STONE TRIM (SEE ELEVATIONS) INDICATES 5/8" STUCCO w/ SMOOTH FINISH INDICATES 8" CMU (SEE STRUCTURAL DWG's) I CAULK AS REQUIRED 6 FRENCH DOOR HEAD DETAIL DOOR STOP INDICATES 5/8" STUCCO w/ SMOOTH FINISH CAST STONE TRIM (SEE ELEVATIONS) CAULK AS REQUIRED LINTEL BEAM OR BEAM (SEE STRUCTURAL DWG's) INSULATION PER TYPICAL WALL SECTION 1X6 P.T. NAILER 5/8" GYP. BD. G.C. TO APPLY TREMCO 250 WATERPROOFING MEMBRANE AROUND OPENING INNER FACE AND EXTERIOR FACE OF BUCK. MEMBRANE TO EXTEND A MIN. 12" ON THE FACE OF ALL OPENINGS,TYPICAL. WOOD CASING BY OWNER #10, 1-3/4" TAPCONS @ 8" O.C. MAX, 2" FROM EACH END ALUMINUM FRENCH DOOR WOOD DOOR JAMB EXTENSION CAST STONE RETURN & EXTENSION JAMB INTERIOR SWINI WOOD CASING, BY OWNER n PROVIDE SHIMS AS REQUIRED METAL STUD PARTITION w/ GYPSUM WALLBOARD (SEE WALL TYPES) BLOCKING AS REQ'D NOTES: PRE•HUNG WOOD 1.VERIFY W/ OWNER IF SOUND DOOR FRAME INSULATION WILL BE REQUIRED. WOOD DOOR 2. VERIFY HINGE SIDE w/ FLOOR PLAN. (SEI:= DOOR SCHEDULE) *CAULK AS REQUIRED TYP. INTERIOR DOOR JAMB DETAIL METAL STUD PARTITION w/ k GYPSUM WALLBOARD (SEE WALL TYPES) BLOCKING AS PROVIDE SHIMS AS REQUIRED WOOD CASING BY OWNER PRE -HUNG WOOD DOOR FRAME DOOR STOP WOOD DOOR (SEE FLOOR PLAN) CAST STONE _ EXTENSION JAMB WOOD DOOR JAMB EXTENSION ALUMINUM FRENCH DOOR i MANUFACTURED ALUM. FLOOR THRESHOLD ON P.T. FINISH BY BLOCKING, INSTALL PER MFG. OWNER SPEC'S 2x BUCK G.C. TO APPLY TREMCO 250 WATERPROOFING MEMBRANE AROUND OPENING INNER FACE AND EXTERIOR FACE OF BUCK. MEMBRANE TO EXTEND A MIN. w o 12" ON THE FACE OF ALL OPENINGS,TYPICAL. *CAULK AS REQUIRED 5 1 FRENCH DOOR SILL DETAIL ; ' G.C. TO VERIFY RECESS IN SLAB PER FLOORING MATERIAL CONCRETE SLAB w/ 3/4"RECESS IMITATION KEYSTONE PAVERS, RISERS & THRESHOLD (TYP.) WOOD DOOR (SEE FLOOR PLAN) WOOD CASING, PAINT GRADE (VERIFY w/ OWNER) PRE -HUNG WOOD DOOR FRAME DOOR STOP BEYOND O -•• i. . W OWNER) Foloo-1-1CONCRETE FLOOR SLAB FOUNDATION • NOTES: NOTES: 1.VERIFY w/ OWNER IF SOUND 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. INSULATION WILL BE REQUIRED. *CAULK AS REQUIRED 2. VERIFY HINGE SIDE w/ FLOOR PLAN. *CAULK AS REQUIRED 2. VERIFY HINGE SIDE w/ FLOOR PLAN. 3 TYP. INTERIOR DOOR HEAD DETAIL 2 TYP. INTERIOR DOOR THRESHOLD DETAIL 1 qq REVISIONS BY I DATE tM A DEP REVISIONS PM 0841.14 r O& cq E I 0 DEC 01 2014 FL-OOM05 FEW-AA003379 WINDOW & DOOR DETAILS A502 I OIL T.O.B. SEE ELEVATI NS 0000 I I I I 3 5/8" STUCCO ON REINFORCED CONCRETE BLOCK WALL SYSTEM j (SEE STRUCTURAL DWG's) —� SEE ELEVATIONS POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS 518" STUCCO ON REINFORCED CONCRETE BLOCK WALL SYSTEM (SEE STRUCTURAL DWG's) OL FIRST FLOOR SEE ELEVATIONS POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS 5/8" STUCCO ON BREAK -AWAY CONCRETE BLOCK WALL SYSTEM AT LOWER LEVEL AND GARAGE (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE, REFER TO CIVIL DWG's FOR GRADE ELEVATIONS F SEE ELEVATIONS INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ R302A0 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. I I I EXTERIOR WALL ASSEMBLY, SEE 1 /A801 P.T. 1x3, CONTINUOUS LITAPPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, I (SEE INTERIOR DESIGNER DWG's) METAL BAR JOIST & CONCRETE FLOOR SYSTEM (SEE STRUCTURAL DWG's) CEILING ASSEMBLY, SEE A/A801 APPLIED WOOD CROWN MOULDING, (SEE INTERIOR DESIGNER DWG's) P.T. 1x3, CONTINUOUS FIRESTOP EXTERIOR WALL ASSEMBLY, SEE 1/A801 P.T. 1x3, CONTINUOUS APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) METAL BAR JOIST & CONCRETE FLOOR SYSTEM (SEE STRUCTURAL DWG's) CEILING ASSEMBLY, SEE A/A801 APPLIED WOOD CROWN MOULDING, (SEE INTERIOR DESIGNER DWG's) P.T. 1x3, CONTINUOUS FIRESTOP EXTERIOR WALL ASSEMBLY, SEE 1/A801 P.T. 1x3, CONTINUOUS APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) CONCRETE FLOOR SLAB, (SEE STRUCTURAL DWG's) CONCRETE GARDE BEAM AND PILES (SEE STRUCTURAL DWG's) I I, I I T.O.B. SEE ELEVATION I I I I I I I I I I 13 I I I I 5/8" STUCCO ON REINFORCED CONCRETE BLOCK WALL SYSTEM (SEE STRUCTURAL DWG's) 4" RECESS, TYP. OL FIRST FLOOR SEE ELEVATIONS I 11 POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS 5/8" STUCCO ON BREAK -AWAY CONCRETE BLOCK WALL SYSTEM AT LOWER LEVEL AND GARAGE (SEE STRUCTURAL DWG's) I I GRADE SLOPED AWAY FROM STRUCTURE, REFER TO CIVIL DWG's FOR GRADE ELEVATIONS I LOWER LEVEL/ GARAGE SEE ELEVATIONS TYPICAL THREE STORY WALL SECTION METAL ROOFING ATTACHED PER LATEST FLORIDA NOA PRODUCT APPROVAL SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) — WOOD ROOF TRUSSES @ 24" O.C., MAX. —� UPLIFT TIE DOWN, (SEE STRUCTURAL DWG's) — MTL. DRIP OVER 1X2 MIN. PT. SUB -FASCIA OVER 2X6 P.T FASCIA W/ (2) 16d @ EA. TRUSS w w w x m TYP. EXTERIOR WALL ASSEMBLY, SEE 1/A801 P.T. 1x3, CONTINUOUS APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) METAL BAR JOIST & CONCRETE FLOOR SYSTEM (SEE STRUCTURAL DWG's) teI ... " 1 x4 T&G SOFFIT, STAINED 4x6 WOOD OUTRIGGER (SEE DETAIL #3 / SHEET A601) HALF ROUND METAL GUTTERS & ROUND DOWNSPOUTS (LOCATIONS T.B.D.) \\ \ L PROVIDE SOUND ATTENUATION BATTS FOR SOUND CONTROL. ALL INSULATION TO COMPLY WITH R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX 2'GYP. BD. CEILING ON METAL HI -HAT CHANNELS @ 24" O.C. (SEE REFLECTED CEILING PLANS FOR CEILING DETAILS) (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) APPLIED WOOD CROWN MOULDING, (SEE INTERIOR DESIGNER DWG's) P.T. 1x3, CONTINUOUS FIRESTOP 5/8" GYP. BD. OVER 1X PT FURRING (PROVIDE MOISTURE RESISTANT FINISH MATERIAL ON ALL WALLS UP TO ELEVATION +8'-6" N.G.V.D.) (SEE INSULATION NOTES, THIS SHEET) MIN. R4.2 INSULATION (SEE INSULATION NOTES, THIS SHEET) APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) CONCRETE FLOOR SLAB, 17 (SEE STRUCTURAL DWG's) CONCRETE GARDE BEAM AND PILES (SEE STRUCTURAL DWG's) TYPICAL TWO STORY WALL SECTION GYP. BD. CEILING SEE 1A801 �— APPLIED WOOD CROWN MOLDING, (BY INTERIOR DESIGNER) �— P.T. 1x3, CONTINUOUS FIRESTOP POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS TYPICAL EAVE DETAIL d. REVISIONS BY DATE QDEP REVISIONS PM W21.14 r � 0 r u'wi vLJ W a >s 91 LN DEC 01 2014 FL-001HO5 WALL SECTIONS A A60 I 3/4"=1'-0" 3/4"=1'-0" _A � _ _ _ ' .i1111. B 3 A303 A301 4 A3ot I , Y 0 B I A303 A301 A A303 u - 14 OCRON L'SCAML W STUN OUT i A303 2 A301 SYMBOL LEGEND �_ � \ \I`�IYI'�I +' J BOJC WlOPf. PANIL[ORT C PI"CORDFDnUU O� W=ADJUST.FIXTUM -¢- CMUNGMOUNTlIDFDMM T WALLMOUNT®FJXTURB 20 AMP $ DEDICATED 20 AMP OUTLET MU3& ARC FAULT CM= MT. =3& OROUNDFAULT CMaffWT. WWI 4gr WATER MOM UFO ® "-= VOLT WEPTAM '- �MWLEXOUTLET DUFLEXSWTTCfil3DOUTLET '640 2•WAY WALL SWITCH -tR® 3-WAY WALL SWITCH -bP,M -WAY WALL SWf= -b4m PUSH BUTTON -bP,M DBOAMWALL SW= DOOR JAMB SWr= ® PLOURESCENTFULTURE O AHCEum uom mm un Q Vp VAPOR PRO13F RHCESSED � ® WMUST FAN II4LEiEID[HAUSTPAN FT.ODDBECUmw LIOHT3 NFZ) ELECTRIC PANffi. ELECRIC mmm LO D180DNNwr T THERMOSTAT SD Q SMORE DETECTOR N TELEVISIONJAC& S.C.- CAT SE DATA. PHONE & TV D TMLMMM JACK FLODROUTLET p FLOOR MM JAM ELECTRICAL NOTES 7 RNICIORMWLPAVV1E1�MPYNTTE LOCATION OF8ERMEAND MAU. 1i P1�3M OFAMWNEOMWDTOAU.FXWWRFMLT A %F 2)�AU.PEI�E MIAiL RT1EINCOPPBI, UMA MNOTECOf1ERINE E)VJLMMD LFIKfURMTRMAMAPRIANCF.$BIMLLKILAPPMWW 8)WIEN REOIARWSYOnORCWBL EDNICE ANDFSEDER ADAEM'il[CiSD SrOWNMi COMOLWOIEMMLNCOPPEROFEWALALPNOITY. E)ALL UOiiTNE FDLTIIRESANDFNETONSELECTED&LOCATEDBY I)A.L MW CH OMICURS NRPMMYCRNDM M UALICMWATHEDCAME. OWNMWMdSIHLTM71S110R OEEOKR UIMFMOTHB/WIN NOTM S)MWMYPW LAYKRMWIYHOfNM1TRADESPMORTO 1 _MOUMMM "FORALLFUMMM*3E OTMEADMISE NOTED. 6) NOW VAYIE LID WNMIEODMOW E NOT Munn E)PLUOIESCMROABEYUNRFM IHALLINVEAMWLSM T)OXCAMBMAYKUMVILLM)OFROMOONOW, CLENtROEOFPAIMAYFROMCLOHOOL 8)%INV�YALLOONM)CTOREANDWOMO1EWRHBMUFLWAF gPRErYEE^FatuARAK DODROPBIMtaMlEan. aNM WACRMMI BPMWPIDATgNq. MPROVOE DMw1N)LECT M7TpIEEOFMTBAERNYREDnLaws. %WROMERFOP RECEPTACLES WALL BE OPCIOIITKETe. NNNMEMMMl NMAICEOP2)PRWW ORO[ BREAMERN FORAL BATHROOM OMAOE NO OER OR ADNVRBNMOVEFROLAS PMt OMMAEMIDRTONFAME MVOFACNAOIRBCOMNDIDAT10M. »ALL 1EE WILT 14AND 0 ALP FU EPTACIbTOBETAMFMTRKMTANT 1f)PROVOE OMCONN[CISFORPOOLPUMP PIN N.EO OK POOL PMTO)ENEc2um CONTRACTORMWLPIID'ADE 6FOIRIOALOONTRAOTORVARiAL WAGS I)PIOVIDERE.Wfi�lElH10NEiCAMBT.V.OURETEAEENOmON PRIORTO EMTAUAYDN dEC1NGLOMRRACTORTOWIEALL "FROYIOE OPfORAI PNEAYEED MDIISPEEDDATAOURETBM OONECTOMPEMPOOLCOMPNNY DRAWECS VWWYLOCATINNOFALL ONFLAILOFMPI.IChim POOLAPANOUPMENT. EIFORROORRECEPFA LE14 PROPDEA COM PLATEAND FUAMN VOTH 12)ALLI20VOLT/EAD30APCEIMM7MTEMIVEFAA<YROOMM KOMVWYFXACTLOCATONYYITH OCONMMI. PRWCE I?COIEUR ONEONDOMS,LNNS ROOAM, RAEAALORNEK, DIMMDROOMS. UNDO EW FROM WALL. IR M1OOMB, REC ROORK CLOMEM WILLNWYS, ORSBELKR ROOM TON AMC FAIAT CNCURPRDI<CINPMI 2104MC210. in) MAOIEOETEOTOIE TO IEVE BATTERY BACK LP AND MORAL 11)WMSVKLERTNN/EIEIMLLINVBTNN WWA .SBALW Mt EMULTAIEOUN.YWIIDifgMLE01ND. MIALLtMAN THWNNM&/LTPOK 44MOK E MIECTORE TON LOCATED MN VW FROM AIR & SUPPLY RQ}� WfCNEM%$AMIIDOLTB, L TIONOFTHE GEHMNTMIO N DETERMINED BY GOMONDFIBOML gum TON oaYYMTIOII TYPE CARBON MONONOE OIMNMIICwn= R1D R To ANY OONRIBLCIDLI. 20BEMTORWALL KLOCATED MEOREROF 10 FBETAWAY FROM ALL IBM= MEET RED 00E24% VINERY LOCATION AND OPERAMEWBIDOVEALDDOOR0. WOLUDNIDTHONOPTH&MNOMOM. ELEORSCALRHOIMM wrs CF M"ATOIIBOUPYDTTTROLM GWM ATHE GENERATOR 004ALW MIALL MDT NN2LTNN NTOTIEMCERT RDORTOCOWIRICROIL RIOPBRIY. & IF THEM MAN BIEVATORRTLOCATEDBELOW.PRWEIE WRN PLGT EIMTCH IMPAM LDIN POMPRO IAU. NOT N EM'TAtllMN HiVATORM & PROVIDE A LIONTEIO FVf HRE N71N RAMPTACLE OUO:E1'. CONiPOLLED BYAMYRCN LOCATED ATTHE PAMABRAMYOPBMME PERFMO Eg0.&1. GROUND FLOOR ELECTRICAL PLAN SCALE:1/4" = 1'-O" Mt REVISIONS BY DATE VERB _Q DEP REVISIONS PM "44 1 p REVISIONS PM M-NI.15 REVISIONS PM *1345 s C4 IL O � r V J ,AMEN w B&I� GROUND FLOOR ELECTRICAL PLAN E2,01 � i 1�v By (0►i11N 1 1/1'C. Meta UtcurTRRIOR aoa�t, 2 F�OLE " W o 0 IPHAU PAIR +MM PAMi AIM PANEL 1Ms21011 v 4xCe7f NO 1 1420a7s 42CII78 M.." 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FIXTURE y4)4 { } CEILING MOUNTED FIXTURE 0{� WALL MOUNTED FIXTURE 20AMP 3@$: DEDICATED 20 AMP CUTLET Am 4� ARC FAULT cnwrT MIT. QFd$ GROUND FAULT CIRCUITWT. 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CLOEElt, HALLPAM ORSMIARRMA STO E ARC FAULT ONE= PROIECIED PtEl2D72 NEC �f 0.t2E1 13) WINES SNALLERTHAN R S WL1M R TOE EELAATON. RE LAIMEt tNwLMWE TOWN NIEUATNRL I. TIE El W Ct LOGTO/I OF THE OEWJY1TOR TO E DETERWM Er OVAND APCH"WTPRIORTOAWCONVIrApCDON. 2.GENERATOR SHALLELOGATEDMONISM OF10FWAWAYFROMALL OPERINI.E VIEDOWE AND DOORS, 6CLUDINSTTIOEEOF THE NEgIDORE, 1 THE GENERATORE 00Al2TEWILL NDr DEpAR6E EITOTHEAWRICER PROPERLY. I NIWLMAVEAU NNARI 6EIEOR : FZ4 1 SECOND FLOOR ELECTRICAL PLAN ON BY DATE PM "44 P Pm PM 0144 r� Fr�Ti, O u U O CC$ P"1 d~J 1 U A FEB 13 2015 SECOND FLOOR ELECTRICAL PLAN E203 SCALE:1/4" = 1'-0" 13'-3° 9'-6" V-4" B.-0" 13'-00 Ir--------------- I I CsBS ---------------I CB5 I Bo 1 " I GB5 r—--------- - -----------Ii-111 ----------- r---------_ -------------------�---- CABS a �, I ----------- "' ---------J L_ _ I I I —I I I__ G54 --- G51 I IItr fi..V.11 Up W.I ------------I PATIO DECK A50VE I I I I I I --------- — I GBI G54 J I I— (p I 'ter---11 I I I I I 1W I I __J I I LSo FF 11,Z' I I I I I I a I ie I _ SLAD UNDER DECK _ 6 I I I TO EASTUARP WALL G54 I I I I ----� I i. r i i I I--------- I I I i----- ------ I I I I I II I I I L — — — — — — — — — — — — — — — — — I i I I I I G84 GB4 -' I I I I I I I ;- I S5 I I _..,._ I I n r I d I 1 11'-4" 15'-10° g'-40 I m I I 1 I I I I -4" 4" 4'-9• 41_ • i 1 I FF -lrr I I I fir_—, DFC G53 r L �J L--- —1 -- —J I 44M j j 1 lip -an 2'-1" I I I I ml 1 I I e 1 �r-'-1-1 1 1 SpCr� 1 `^ I I I I I II I I I I II 16.H I I I__JL_}_ +L_i--__----�_ I LD 1 L--J-------- L. J I I I L-------- II I L ------ J 5'NON-REIW.CONC.SLABW/I�e r________ , I I 11'-0" DEEP SAWCUTS. MAX PANEL SIZE L I 25 sa FT. TYP. THROUGHOUT. I rI L---------- 01 I I 20'-1" I 4■ `� -------- ti a" CMU WALL ER STAIR i LANDING FOR SL PPORT. 3: YEW I 1 I I _I I I I io I I 9 GBI------- —GBI i1 li I I GBI j -------I I I I r-------- +�--- ---�1 ---� -----�I-------J I I GB1 I ------- -------- --- -- --------- -------------- — 1 _ 6° CONC. — — — — 15'-4"i I y_®° 8 SLAB B,- FF -1"9 2_0a _ 9 — — — — — — — — — I — — — — — — — — — —� \ a 1 G51 I L------- ------ _! v 1111 FOR CLARITY. STEP. 03 TIES • 12" C GRADE SEAM SCHEDULE MARK f= WID. x HT ELEVATION AT TOP OF GB REINFORCING 03 HOOPS (TYPE T-1) REMARKS TOP MID BTM G61 20 x 24 4-0 FT NAVD 4) % - (4) % 0 8" T.O. G52 20 x 20 4-0 FT- NAVD 4) % - 4) % .1" T.O. 053 20 x Ib 631 FT. NAV'D (4) 45 - (4) 45 • 6" T.O. ELEV. PIT GB3 20 x 10 681 FT. NAVD (4) 05 - (4) S NONE REO'D. STAIRS G54 20 x 24 IS FT- NAVD 4) % - (4) % • 9" T.O. G85 20 x 20 IB FT. NAVD (4) % - (4) 98 e1" T.O. INDICATES 16" DIAMETER AUGERCAST PILE W/ /J A CAGE OF (6) 01 VERT W/t3 TIES o 12" O/C FULL DEPTH OF PILE. EST. LENGTH IS 2" TO 31 FT. BELOW EXSTUL GRADE. PILE CAPACITY SHALL BE 30 TONS PILE NOTES AUGERCAST CONCRETE PILES PILES SHALL BE POURED TO PROPER ELEVATIONS ALLOWING A MINIMUM OF 12" OF PILE STEEL TO PROJECT INTO CAPS AND GRADE BEAM. ALL PILE WORK SHALL BE DONE ACCORDANCE WITH IIIECONMENDATIONS FOR DESIGN, MA NFACIURE, AND INSTALLATION OF CONCRETE PILES" NO.10-50 IN ACI 543R-14(80) PILES SHALL HAVE THE SPECIFIED CARRYING CAPACITY. AUGERGAST CONCRETE PILES SHALL BE MADE WITH A CONCRETE MIX DESIGNED BY A RECOGNIZED TESTING LABORATORY TO ATTAIN A STRENGTH OF 5000 PSI IN 28 DAYS. WITH A MINIMUM 6" SLUMP. FOLLOW ACI RECOMMENDATIONS FOR SALT ENVIRONMENT. as SHORT WAY 4S LONG WAY e e r-------------I I I r Ia I 1I1 r — 6 91 VERT. CCNT. BARS GRADE BEAM (REFER TO PILE LAYOUT) EXTEND o G�RApEBEAM IrFOR NTS TYPIGAL 16" DIAM. AUGER-GAST GONGRETE PILE NT5 405 EACH WAY TOP 4 BOT. SINGLE PILE CAP (SPC) PIT 7" CMU SHAFT WALL • 16" O/C vERT. TO ROOF GB3 —6" 111E1NF. SLAB W/ I L— E=j 1 04012" OC EW BTM. Ol ELEV. PIT DETAIL SCALE. N.T.B. GRADE BEAM PLAN 1/4" =1'-V 5" NON-REINF. SLAB PERMIT SET AGSTEN ENGDUMRING m Robert E. Agsten , III P.E. 3000 Flolads BaWay rd Suita 206 Dehsy Bmi* FL 33483 (SR) 4T1- S011 (MI) 243.44010m jA REVMNS BY DALE W U� Z W �z n 00 U Wa A� N O� O . H �g V z m mm iiiM siiiiiiii I 45 TEMf 5.8x DEPTE 15-C 8" CAN' YA A SLAB�� S5 r I.-11" 68'-roll 21'-8" 1&'-10" 26'-0" . 1'40" 21 13'-9" Ulm (Cl IB-I0 • °• . Cl ° d • a • v 4 d A • • . • a q d,. a w • 4 •v d .. ♦ M i c0 . 4 '' ° °.' B ..° .' .• roll CONC. ° - VA i ' • w d • ° ` A. 5112 TEMP TB -I Cn CI4 • d 3 , ° ,q °' ° IB-10 • e56• ° ' •v ' ^ 2 3 4 6 7 8 9 e° :... �e . .�.. ' • 4 .' . •� ., • U'_6 v e '.•, • ., a • i n IB-11 TB -I d Gi • °d y • It . A. 41 . . q . '• • , y.. p: a ME=• . r '.'a• 78-? Ci IB-II 15 , Q • e ° • SL ° . d. . " '. a 1� 4 a ° . : °• :_0n... a 8i_9n 12'_8x . :. , " . IB_� • a v At v q ,• i• d C2 65 d A. ° TEMP. STEEL •... •LU •. • d .q • CI . 8" O.C. W/ FJLa' •. ° .: °, ..A • �n° t DEPTH HOOK T� m .: — •. 'd..°.' '. a'* a • .d .' .e d • , ' , •-1 IB'p I5-12 BEAM. aD ill ° • FF 0 —0 ASV. e e • . • C d In S6 4 , :• ° ® 8" CANTILEVER . .., :` e. d .... SLAB • e , Cl2 • FF 0 -0 ...- = . STEEL Ci I -11 G7 IB II C7 IB-7 Cl l _ .C. W/ FULL PCOK TO 65 S5 B AM. s,.• PL T , ,3" PRECAST FLOOR , YSTEM ON STEEL JOIST IL R a.. :.� 1_8u —I I 25'-?" 121_611 6'-?" I0 2i_0x 3" PRECAST LOOK �;► I 3" PRECAST FL Cl4. DROP BEAM I" r • : SYSTEM EMtS� ON TEFL JOIST B :r SYSTEM ON STEEL JOIST FOR SHOWER r I RECESS LaA e+U4r X 5 TEMP. STEEL ' . 50 8" O.C. W/ FULL IB-I S5 4 3 < ' Cl = DEPTH HOOK TO is 15-12 BEAM. I A s5 PLWT ® IB-g r CI6 O 15-6 FROM Cl TO CI6 FOR Cii ROVE FROM C5 TO 5TM WIMS5. •' CI GZ W 12X26 TOP 0 -0'—roll STR/LAND _ •:. 8" CANTILEVER .: LOW. TOP SLAB • -0'-3" 5/65 ° CRa4NK INTp I STAIRS I .. 6 I . c . IB-14 I 4 .. = , itI I a I ` T: l r 4 a Ci O x ?I -4 5 -0 x x 3 -4 4 -I CI6 6 x CI6 i -14 FROM CI6 TO _ 4 -® --- C5 FOR LANDIW-s p bx C E .9 SLAB PRECAST FLOOR — — —0� SYSTEM ON STEEL JOIST �7LOe+1or TB -I �v � a -- IL� = L I aao+1 . ((®L� p TO OW �❑ ®B N L . DESIGN FOR X TAI L AD. I m - 21'-40LLZ -- � — - � � � x'' 1i_4x � 7' �_ „ . 3 5�_ x H,_®" II 3" PRECAST FLOOR cwo+IIw I I ff p'-0^ 85 S ON STEEL JOIS a0 I I I Cl2 O . Ci2 I❑B 4 Ci2 O , C12 GIZ O IB-3 CI3 w.. : • ..,: ' w , • • . 0, 4 . , 11 ..... 1 .. • d • K Gl O • �• 6� :GONG. GI QJ0�+11� r a• • _ e . : _� . � s y . • ? � aTEMP- z � � SLAB - a � _ + r. • `' + 1 IB-5 6" CANTILEVER SLAB _ .c ell, '. :' '.;' • • ".:. v' •. `. :.$ : ..« :a. • • S6 '� 5 TEMP. STEEL % ° •. , '. ���� . a . . r� a .! EL.--O'-3" T.O.5. EL.=-0'-311 T-O.B 1'_4° 56 cl8 14'-4" I 3'-0" �— TOP OF WING WALLS AT 36" AFF CI8 TOP OF 5 • 6" O.C. W/ FULL WING WALLS At DEPTH HOOK TO 36" AFF 15-3 BEAM 14'-4" 21-0x U4'=1'V SEAM SCHEDULE NOTES L SCNEDI LED HOOK AND STIRS." SHALL BE PLACED AT EACH END (EP.) OF BEAM OR TWR01J HOJIT (TDJ BEAM AS INDICATED ON BEAM SCHEME. ST11IMM SHALL BE TYPE 5-3 AND HOOPS SHALL BE TYPE T-1 TYPICAL CRSI BAR MOB IJINL.ES6 OTHERU180 NOW. 2. ALL BEAIi (MARK 451) TOP BARS MOLL BE 0WIN000B WL.ESS OTAWASE NOTED 3. ALL TIE BEAMS (MAR, "189 REMFORCMG SHALL BE CONTNVA THROWN TIE-BEAMb ONLY. 4. DROP BOTTOM OF TIE BEAMS AS REQUITED AT WINDOW 4 DOOR HEADS (28' MAXJ ADD 2-9 BOTTOM P DROP EXCEEDS M. & TIE BEAM SCFEDJI E DEPTHS ARE MINIM AND MAY BE INCREASED 8" TO FIT BLOCK WORK. 6. ALL ADDED LONGMUDINAL BEAM RERFORCING SHALL EXTEND 6" MINMUM INTO SUPPORT LI NLE86 OTHERWISE NOTED. 1. WER TO GENERAL NOTES FOR INFOR"IATION ON CONCRETE AND 67ML SPECIFICATIONS. S. CONCRETE FOR COLI"AND BEAMS SHALL NAVE 40M PSI C0191061YE STRENGTH AT AT 26 DAYS WITH BWPEIPLASTICUM 8 ALL TIE BE4116 SHALL HAVE (4) 9 TIES EACH M WAY • Y' EE • CORNERS. ADDITIONALLY, AT EACH CORNER ADD (2) 60" CORM BARE (30 " EW • OUTSIDE FACE B BOTTOM T TOP E& Pt) MOM ORYi DIAGRA MV- ME+-DFFIH C coomm IF. RI M FACE 5/128 (OLJ OF. OUT6W FACE I.L. M= LAYS! O.L OLTNDE LAYER N NORMONtAL V VERTICAL g ELL EACH ty T®"P. 7101 RA TF1'FHPA'flRE IFLAGD TR4v#um m M4JOR IErFORMW REINPG. MARK LEGEND PERMIT SET LEGEND NON FRANGIBLE WALL FRANGIBLE WALL GROUND FLOOR TO FIRST FLOOR WALL REINF SHALL 5E % . 16" O/C. AGSM ENGINEERING IIN9C. Jbert E. Agsten . III P.E. 3000 Florida Boulevwd Suibe 206 Dahay Bowhx FL 33483 Pa)2 SOU (M*243-6Mhz P24M M 040 REVISIONS BY DATE Flom L AVW W U� z Wa VJ O Au r� N O� F^^+ O V � Em, 0 �• A� T V � z a 43D05 EB SW S-2 v (pal -VI ,. 1 II 1Lmn 1 Y 11 I = �=_111111111111111111111:�.��� v m JIIIIIIIIIII III r =1 -�--�--_— �- III llllill II.3 - _■ ill �i o 1 �/i ::: �--?IIIIIII�IIIIIIIIIIIII�=� I - = _ / r• c 1 - I■ c - — • IIIIIIIL • • ISLA5 I ED . — _ Err i�lE�■ « L30 TOFuu1.3 lie Cm" all Im�►- i�Q �IIIIIIIII /: 1� In A �� -+� I►�Ilo =1 w lSAWS �T JIIIIIIIIIrF _ ,IL, � . 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ALL AROUND Iw a A 11 Om11 i'-4" 21'-8' 251_0u 8x 181_Il u 1l_ IiD1n .l u A 21'-8" A A Em •— ��m�®�DLeim •• ��ar �a�sr•r ��a■ �>■�rar rc>�va �_! rr�l■ar arQU�U� ®■■�sl ®�� l��s v CUSTOM CDR II IFF @+10, soe�rn g4g.o" CUSTOM RED CLG@+10'4r IRON ANCHOR @1 LL DROP a - - ' TRUSS R WY TE: _ r — E VATOR CA6 (CN INATE— / kLEV MANUF.) III I � 0 0 14'-4" 1 3'-0" 1 2'-4" II TT3-2 1111 I I C43 1 -7 0 TO -I T13-I o I., .AJ 15'-011 68'-6" I[v] ll Ixrl �.I 2'-4" 3'-011 CI All 14'-411 191-2" 2'-On FRAMING NOTES THE TRUS5 LAYOUT SHOWN ON THIS %M 15 5G EMATIG IN NATURE.HONEVER 1NE SUPPORTING 5UPERSTRUGTURE HA6 BI M DES16NM WIER 11E ASSUMPTION THAT nE FRAMING SGEME 9 0M WILL G OSELY PARALLEL FINAL TRUSS DE516NErZ5 LAYOUT. THIS FRAMING SGEME (DIRECTION OF TRU55E5, MAJOR 6.T, BEARING POINTS, ETG) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED GIAN6E5 AND AUTHORIZE 5TRUGTi1RAL REVISIONS AGGORDIN6LY. FINAL SIGNED AND SEALED ENGINEERED TRU56 M16N MUST BE S 1/MITTED TO THIS OFFICE FOR REVIEW A5 RR 6ENERAL NOTES. TRU55 DE516H AND BRAGING OF ROOF SYSTEM 15 VM16WD FOR BOTH POSITIVE AND NE6ATIVE PRESSURE. THE STRUCTURAL DB16N OF BUILDING HAS BEEN GALGULATED FOR ALL TRL65 LOADS. ALL LATERAL LOADS ARE PERPEPEDIGU-AR TO PLATE TRUSS DB16NERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DE516K PROVIDE 2x4 BLOGKIN6 OF ROOF %EATHIN6 FOR A 15 FT PERIMETER AROUND ENTIRE ROOF. NAIL WITH bd 6ALV. RIN65FNNI� NAILS a 4' 0/6 a JOINTS AND b' 0/G IN FIELD. NAIL PER AMERIGAN PLYWOOD ASSOCIATION SPECIFIGATION5 THRou64 5/8' GDX PLYWOOD. ALL SHEATHIN6 5/0' GDX PLYWOOD. ALL SHEATHIN6 NAILING 8d R N&aiANKED NAILS a 4' 0/G JOINTS AND be 0/G FIELD (PER ZONE 3). AL1 STRAM AM TRIPLE "LvminD (8111M N ANCHORS) TRUSS ANCHOR SCHEDULE C6e9M& N Z-MAX COATMS OR F=W.) C CNPECTION No. OF led 1 . (TO UPLIFT REMARKS MARL TYPE 0INMICATION I PERPM. ARNIEL (tM) TO UIOOD 681P. wmv 4 1 12 - -0- -p- Hap b. WRAP OVER TOP CHORD bF O611P. A" CLIP I 6 - 6Tp b. 60 b. -p- b. ed NAU.G, 6 PER PAGE tQ LONG rr%CN FETAUM 1 14 4' 45 b. I IWO Am *OR— UV NAIL(6) OVER 0401W � TO WOOD off-". HMO • 2 12 -p- -p- gap WRAP OVER TOP CNOI® bP O O SP- . A% CLIP P I 6 _ 610 U». 696 b. -0- b. 6d NAILA 6 PER FACE JW CONE BPPGM METAL20 1 US 4• 2060 310 b. AIM W/ NAILM OVER CHORD O TO WOOD GIMP. WSW 4 2 12 - -p- -a- Epp WRAP OVER TOP CHORD bF AM CLIP I 6 - 6Tp b. 696 b. -0- Ibx. ad NAILS, 6 PER FACE O61MIP. GtO COI1C. RV°6GN HHRTA24 1 19 4• 34p b. DID b. 2236 be. UV NAIL(6) OVER CHORD b GIMP. mmmielcrA I rot notes IY3a b. VMS be, We b. 8rp. 6UPPL1ee FMTETEM d CONNECTION W. WNW x 6• MM. N.I. MAW TTPE IDENtPICATION TNgEAD Rom ANCµ UV PAG�s SPAGM REMANW08 O ST TO 6UMFem HST 2 I Ip66p lM. am 610ECe. FOR 2 t- 1 OT O W TO Gc9•em On HST 3 I IOam Ibx. am erg= FOR 3 MEMMER ST O ST TO GU'IPam E9'L HST 4 1 SUM b. am are= FOR 4 ME l" 6T O GT TO ap r&N aM'L HDT I 64ee b. an 6PEM FOR 2 I'E7•■ER W O ST TO 6U'7PGON Iftl UTA36 b. am al•WA FORS ME2•IEm 67 OST TO 611"I1esgd FOLLOW w TO WOOD P06T1 UD PmT Ar,4 mAx mgm1 2W9p LOS 61°EC6.. USE TRUa6 GO. UPLIFTS OTo C424a WMP. HSAMIIOKTA I IU76 b. b. Sep b. GIMP. MPPLIEG FAaTEM" d R'IPaON EWAL20 1 r 4• 19T b. 24Gp IW NNL(G) OVETF CHORD OTO Ct2NC, ee•1P. MU64W 1 32% Uax, Lip / 26e b. ePEce. HANGER a ALL V%F15 WVW" In 1000-WE APEWN 'A' AS MAUL b HMAARapdxWLOM O N4UeMM8811RNa ARERCREACHROCFS"W.. d FA8)BF]U6 eren�aLN-eff eeltlCN eF6ca WIND PRESSURES (SEE FLANK) MARK ® -,I / 439 -6, / .63 G❑ -K / +61 0❑ -66, +6I E❑ El 0 46 / #46 H -be/ +46 ALL WALLS AT THIS LEVEL: S • 40" O/C ROOF FRAAMVG PLAN U48-1t-0R PERMIT SET AGSnW 04GI OMMG 11m Robert E. Agsten , III P.B. 3000 Florida Boulevard Suite 206 Delray Beach, FL 33493 (5si) M sou (s1)243- 6W as PS 4M IMIM S111111111114iii IV- % DIAM X 6" WELDED NELSON STUDS. USE S"AS"xll11 M W (4) STUDS FOR 6"xfp xA%" L CONNECTION. OR C6x13 CHANNEL (SEE 10/8-2) L 3"x3' V .TIE BEAM ELEV.. A.x 12" LONG — j _ A A �p BEAM _.1 — Y S IL :. FOR ALL STEEL BEAM TO CONCRETE MEMBER CONN'S. LOCALLY DROP TIE BEAM 12" BY 24" LG .r 6ECTION A -A OSTEEL BEAM/GONG. CONNECTION SCALE: N.T.S. WEB 16'xt2'x%m EMBEDDED STEEL PLATE w/ 10-3/404 x6'LON3 F-APEP STUDS. l"xl"x 1/2" E (TYP) FOR MAX SHEAR O STEEL BEAM / STEEL BEAM CONNECTION NTS CONG BLK WALL TYPICAL ROOF CONSTRUCTION • (2) 2x8 LEDGER W/ 3/4" THREADED RODE (OR "J' BOLTS") a Vs" OL. MAX W/ 2" WASHERS EMaEDED S" MIN. INTO GROUT FILLED MAO. "6 VERT. BARB IN FILLED cELL WELD REBAR TO BEAM (2) 2x10 LEDGER W/ 3/4" TwWADED RODS a 16" OL. MAX W/ 2" WASHE - STAGGER In OF CENTERLINE. OTRUSS TO MAS. LUALL/ STL. BM. a FILLED CELL NTS STEEL BEAM 9FMw 1 BFM 2 OPRN S cwrt 1/4 1/4 L4 1/4 v2 Si SI 62 82 82 EW MP ew en aw am EM Bw E)O aw _ FSOFS OR SM0111 HOOFS OR SIBRM SEMCED nw 9WEO FROM SIFFW NICE SIF w WE AS SMEOM AS SMERM BENDING DIAGRAM (FOR CAST N FIAM WMEIE MAN STEEL COLUMN ABOVE STEEL BEAM MAY CONTINUE PAST STEEL COLUMN TO NEXT SUPPORT OR MAY CANTILEVER (2) 5/I6" PL STIF STEEL COLUMNS IONIC X 34" CAP IR (TYP) STEEL COLUMN OELEV. AT STEEL BEN s SEE 4/S5 FOR SLAB STL. — s l"THROAT-. TYPICAL CON- BLK WALL ANCHOR "A" FOR WOOD- SEE SCH. TYPICAL ROOF CONSTRUCTION (2) 2xS LR W/ 3/4" THREADED RODS (OR "J" BOLTS") a 16. OZ. MAX W/ 2" WASHERS EMBEDED 5" MIN. INTO GROUT FILLED MAS. (2) 2xl® LEDGER W/ 3/4" THREADED ROPE a 16" OG, MAX W/ 2" WASHERS. STAGGER i" OF CENTERLINE. GTRUSS TO MAS. UJALL/ STL. BM. +r I-IOLLOUJ MAS. NTS BPEAM PLATE W/ 2-5/8" DIA ANCHORS. FABRICATE AS SHOWN l W" X l 1/2" X 5/8" V4" FILLET WELDS ALL AROUND OTYP STEEL COLUMN CAP FOR 8 CONC. BEAMNTS 1 1/2" STUDS 0 12" O.C. Z— b" DECK L CRANK BARS -I" 4" X 6" X 3/8" ANGLE w/ (5) 1/2" DIA X 4" STUDS O STEEL BEAM DETAIL TO STAIR CONNECTION NTS STEEL 5&¢S,�LSTa G 10"xl0"x 46' CAP IE (tYP) (EEL COLUMN O ELEV. AT STEEL BEAM NTS OF ML. eM 7�GP0ae6dR�A MELD W v1ORi. ewe MO. AID AT C:C=HG LW- AS RR7'D. IMRAP Ca - 2" WELD 3" SIDE vlEw UJELDED REBAR TO STL. BEAM DETAIL- TYPICAL scALE. N.Ts. METAL RDOR SYSTEM 24'-®" AFF TD 44s2 Fr NAw 13'-9' AFF TO 34b2 NAw Tpl AFF TB +2iA-z FT NAw APPIcaOx AA _ 1T_®" OFF - GARAGE 3B, R VP f TE FLOOR BY OTHERS CONCRETE FLOOR SYSTEM BY OTHERS GENERAL NOTES: L CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE 2010' AND 'ASCE -1-10' AND ALL APPLICABLE AMENDMENTS AS ADOPTED BY ST. LUCIE COUNTY. 2. BUILDER SHALL CO-ORDINATE ALL THE WORK OF ALL TRADES. 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBBITE PRIOR TO STARTING ANY WORK AND NOTIFY ENGINEER IN WRITING IMMEDIATELY OR THE: BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQJIRED. ALOW ONE WEEK FROM DATE OF RECEIPT FOR REVIEW. 5. BUILDER 18 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-BTIaicnI RAL MEMBERS DURING CONSTRUCTION. 6. REINFORCING STEEL SHALL BE LAPPED 48 BAR PIA MIN. "RE SPI.ICEP AND SHALL BE WIRED TOGETHER PROVIDE GB CORNER BARB SAME SIZE AS HORIL BEAM REINFORCING AT OUTSIDE FACE. LAP 4S BAR DIA. MIN. 1. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. LUMBER SHALL BE SYP NOZ OR BETTER S. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 50 MACHINE BOLTS - A 325 TUBULAR - ASW- GRADE B (46 M) STEEL SHALL BE HOT DIFFS GALVANIZED. 1 WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE AWA A5U ElOXX 10 TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS, SIGNED AND SEALED BY A FLORIDA (REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR APPROVAL FOR REVIEW PRIOR TO FABRICATION. IL ENGINEER ACCEPTS NO RESPONSIBILITY FOR GRADE BEAMS, SLABS, FOOTINGS, AND OTHER STRUCTURAL ELEMENTS UNTIL REVIEW OF APPROVED CONCRETE ROOF AND FLOOR SHOP DRAWINGS 6060 AND SEALED BY A FLORIDA REGISTERED ENGINEER. 12. CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 40M PSI C 191EWIVE STRENGTH IN 28 DAYS. EXCEPTION: PILES ARE -VOW PSI. ALL CONCIRETE WORK SHALL BE IN ACCORDANCE WITH ACI 30 AND ACI 30L ALL CONCRETE MASONRY WOW SHALL BE IN ACCORDANCE WITH ACI 530 ft " ISM pot 13. MINIMUM CONCRETE COVER OVER REINFORCING 81-k L BE: SLABS ON VAPOR BARRIER � - 3/4" BEAMS AND COLUMNS - 11120 FORMED CONCRETE BELOW GRADE - 2' UNFORMED CONCRRETE BELOW GRADE - 3' 14. REINFORCING STEEL, GRADE 60 (FY"60000) ASTM Abb. B. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACTS TIANdUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 16. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MA" OF STANDARD PRACTICE FOR RENFORCEP CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORRCNG STEEL INSTITUTE UNLESS NOTED OTHERWISE. IT. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ,ALL LOADS DURING CONSTRUCTION. IS . ALL CONCRETE SHALL HAVE SUPERPLASTICIZER ADDED FOR INCREASED WOWABILITY AND PREVENTION OF REINFORCING STEEL CORROSION. EXCEPTION : 5" NCN REINFORCED GARAGE SLAB. 11 NOTE TO STEEL DETAILER,FABRICATOR: HOOP SIZE ON GRAPE BEAMS SHALL BE CALCULATED AS FOLLOWS: h" RECESS PLUS 111' COVER AT TOP- 3". PLUS 3' COVER AT BOTTOM (STEEL WILL REST ON PILE) " 6 ". 24'00- 6' . 18' CAGE. ALL CAGES NOT BIZEP ACCORDINGLY BY e/- In WILL BE REJECTED. CONTACT THIS OFFICE TO DISCUSS. 5" THNC CONC. SLAB (NON -REINFORCED) W/ 1 1/2" DEEP SAWCI)T6 a 5' O/C. (25 SO. Fj. MAX. PANEL SIZE). OTYPICAL WALL SECTION A SCALE: N.T.S. 1"IAS0NRY WALL NOTES: I. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA GALVANIZED LATERAL REINFORCEMENT a 16" O/C HORIZONTAL EXTEND REUFORCMG all INTO POURED ELEMENTS AND ARWO ENCASED STEEL. 2. PLACE CELLS ADJACENT TO ANY EXTERIOR WALL OPENING. V REINFORCING AS CALLED FOR GROUT CELL FULL HEIGHT. 3. PLACE CELLS AT ALL CORNERS. 4. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX DESIGN DATA: WIND SPEED: 110 MPH ULTIMATE (3 SEC. GUST) WIND IMPORTANCE FACTOR: 1.0, BLDG. CAT.: II WIND EXPOSURE: D INTERNAL PRESSURE COEFF: +/- 0.18 COMPONENTS AND CLADDING: SEE PLANS NOTES AND DETAILS AS NO= a PERMIT SET AGSTEN ENGMEMMI13 Robert E. Agstm, III P.E. gq 3000 Maids BoWevaed 11 Bout m Del "Beach, M 3ME IS4= W EN REVISIONS BY DATE w V� Z �z O0 V W AV N O� a H I-� 7 H O �. 4 pq x V z as M IIIIM N\ FE432D5 EB8340 S-5 3' CQIC. ILR BY OMM 2907 Fr NAVD WAS I 20" FT. 94VP TOP CF tE W-AM S" tMAEEM OR.BD PLAN CONOAEM S OIC G4IL�fb PP our �FWU WK wrt NT8 Carl FLR WY 07"" 2907 Ft NAVD SLAW I row TOP cam CP MAeaw UTW CO &MM STRICIWAL WEAN ADV. 5" NOWWWON= PLAN OONM-M 4OC ESA 4W4 rm sQFT. 1944RAM Du iC •As TO MW 2 Ff. N4VD TOP OF \ 5. n, 6TRICIYPAL W-A4 41? VIM. •WDA: N FULLY b1a7N'ED CELL DO NDT TE ro CO OR 6M WM AWV - v STRICRAt" COL" IW "�i4-e GMD DDW OWArro ATION ORW.00R•FPO ee" •:� S" NON-FEMORM PLAN CONCWM SLAW CN SRADE W IN DEEP &MCM • W OC EACH WY CA en FT. PANLO MAX) tYP. STAIR STEELDETAIL NT8 sm "on- CCUM •FP01 �M WEv. �AM AWO"E R� LAWW � LMONb NTO srAIR "Aoul E y �M s " THROAT la -III O COLUMN SCHEDULE MARK SIZE REAP TIES REMARKS C-1 b"x12" CONIC. COL. 4 % YEW? 5 TIES 0 a" O/C C-2 WAS, CONC. COL 6 % PERT. 03 TIES • 8" OK C-3 9"x24• CONC. COL. a % VERT. 43 TIES • an O/C C-4 b"X30" CONC. COL. a % VERT. 5 TIES • a" OA; C-5 Ib"xlb" GONC. COL. a % VERT. 5 TIES • ION O/C C-6 9"x20" CONC. COL, 6 % VERT. 43 TIES • a" O/C C-1 12"xl2" CONC. COL. a % VIEW 43 TIES • 10" o/C C-9 b"XI2" MASONRY COL. 2 5 VERT. NONE a" X 12" C *u C-9 a"x b" CONC. COL. 1 41 VERT. NONE C- jo TO.3 U2" X 3 10" X V4" IVY 46 KSI TSO. L."M I,S4, 3. C-11 box IRRE& CONC. COL. 1 % YEW. 43 TIES 0 a" O/C C-12 12"x Ib" CONC. COL a % VERT: 43 TIES • 12" O/C C-13 E"x On CONC. COL. b % VERT. 43 TIES • 10" O/C C-14 8•x 19" CONC. COL. b % VERT. 43 TIES • a" O/c C-5 ON 20" CONC. COL. 6 % VERT. 5 TIES • ION O/C C-16 lv"x 10" COPIC. COI- 4 % VERT. 5 TIES • ION O/C C-11 Th. 5" X 5" X 5/16" NIN 46 KSI V ANCFIOIQ4C BEE�ST T 4 C-10 22"x2o" CONC. COL. a % VERT. 5 TIES • 10" O/C C-19 a"x10" CONC. COL 4 5 PERT. 5 TIES • on o1c NOTE L b"x8"x5/9" 8TL BASE PLATE UV (4) 5/8" DIA "J" BOLTS OR LONG (612). 2. STEEL COLIJ'NS SHALL HAVE SOLID BOTTOM AND TOP PLATES. Cow. FILLED STEEL Cour-m ARE Nor REQUIRED. CUTOUT PLATES ARE NOT ACCEPTABLE. 3. TOP PLATES 89ALL BE 9 V2" x 9 1/2" x 5/8" THICK UNO. 4. 12"xl2"X3/4" STL BASE PLATE IU/ (4) 5/8" PIA 'J" BOLTS A" LONG (6/2). 0 TIE BEAM SCHEDULE MARK SIZE (W x H) ELEV. NaVD RlFlt Ws 5 STIRRLIPB / HOOPS Fa3U GS TOP MID 50TT T81 ORK12, VAIRIES 2 5 2 5 NOW REQ'D. TYR TIE BEAM T82 12NA28 VANES 345 - 345 NONE REQ'D. 18-1 a"x39" -0'-3" 2 5 445 201 HOOPS no b" TD. 18-2 1 a"x55" I -0'-3" 2 5 6 5 2 5 1 HOOPS • a" TD. 18-3 IYx44" 0'-0" 3 % bob 301 HOOPS 0 a" TD. 18-4 12"x30" 0'-0" 3 % 445 301 HOOPS 0 b" TD. 18-5 '- " 2 % 2 5 2 41 ST. 0 125 T.O. 18-6 WNW TUff OF TREAD 245 - 2 5 NOW REQ'D. WTEWAL UV STAIR 0-1 9"x30" -0'-3" 2 5 2 5 2 41 ST. • 12" T.O. 18-6 b"x30" I -0'-4" 2 5 2 5 2 41 ST. • 12" TD. 18-9 a"x12" -0'-b" 205 1 - 2 5 8t • 5" TD. 18-10 12"x2l" W-4m TO '-b" 3 % 245 3 % HOOP" • 9" T.O. 18-II IYx21" -0'-3" 3 % 2 5 3 % HOOPS • 9" T.C. 18-12 12"x30" -0'-3" 306 4 5 3 % HOOPS • 6" to. 18-13 a"xib" -0'-3" 2 5 - 2 % ST. • 6" T.O. 18-14 I0"xl2° -4'-4" 2 5 245 NONE REQ'D. • STAIR LANDING 20"x18" -0'-b" 5% - 65 HOOPS • T" TD. • STAIR LANOM b " '-3" 3% 2 5 3% HOOPS • b" TD. k I2"x43" 13'-9" 3 S 4 5 341 ST. • 12" TD. aux438 13'-9" 2 % 445 240 ST. • 12" TD. 28-3 1 8"x33" 13'-b" 1 2 % 2 5 1 208 ST. • 12" T.O. 28-4 b"x43" B'-911 2 % 445 2 41 ST. no 12" to. 28-5 Ib" '-0" 2 8 - 2 5 ST. • 6" TO. 28-6 12"x4b" W-9" 3 5 4 5 3% HOOPS • 9" T.O. 28-9 b"x14" 13'-b" 2 5 - 2 % ST. • 5" TO. 20-0 a"x24" I '- " 2 5 2 5 2 41 ST. 0 a" TD. 28-9 8"xl2" II'-0" 245 - 2 96 ST. • 5" T.O. R15-1 OWN '- " 2 5 2 % ST. s 9" T.O. RIB-2 a"xl2" 24'-0" 2 5 - 2 % ST. • 5" T.C. R15-3 OW2" 12'-0" 2 5 - 2 % 87 • 9" T.O. R19-4 8"x22" '- " 2 5 405 2 % HOOPS • 5" T.O. L-I a" X By VANES - 1 5 ON PRECAST CONC. LNTEL DETAILS & SCHEDULES NTS PERMIT SET W Ucn Z A W� �z 00 V A4 N O� Wa 0 �• W U a� V z PE4= EB8M S-6 RECEI"^D MAY 23 2017 25'Zs i 0 7- REPORT OF SURVEY: * TYPE OF SURVEY: BOUNDARY • THIS SURVEY PERFORMED BY: - -T 16- JAI MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M. #5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. ' THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE, • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 05/19117. ' BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. * THE BEARING BASE FOR THIS SURVEY IS N89058'14"E ALONG THE NORTH PROPERTY LINE OF LOT 27 AS SHOWN ON THE PLAT THEREOF. ' THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "VE-1 V, AND "AE-7" " PER FLOOD INSURANCE RATE MAP #12111CO303 J, DATED FEBRUARY 1,6TH, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A94-08-BM12", ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. * THE MEAN HIGH WATER ELEVATION OF 0.51 NAVD 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. * ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. STORM DRAIN.4GE a 4y \ MANHOLE z\ I U` �U' \ EXISTI G PAVER o\\ 1\ `� \o \ BRIC DRIVE o�\ SEWER cP \ MANHOLE \ \'\Vc \ \\ W\ \ ' n yL L=5.02 oy� \ R=17233.73 \ DEL TA=001'00" O� 9EARING=N21 V9'11 "W CH. LENGTH=5.02 -A � CIS N 7A 7 �n0 0n O. Legend & Abbreviations: (symbols not scaleable for size) °m 7 1 PLS - PROFESSIONAL LAND SURVEYOR E— 'o o 73 - GUY WIRE Q � � \ O PSM - PROFESSIONAL SURVEYOR & MAPPER `Ob - WOOD UTILITY POLE o� p LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE o Q - CENTERLINE ® - CABLE T.V. BOX \ \ y 0 R - RADIUS ® - ELECTRIC BOX \ N0N� L - LENGTH - LIGHT POST -A 0 JN - DELTA ANGLE -' WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB - GATE VALVE �N O -F \ B.M. - BENCHMARK - IRRIGATION VALVE � � O POC - POINT OF COMMENCEMENT WATER METER \ FOB - POINT OF BEGINNING O - SANITARY MANHOLE \ ��LO�O 0 - (PCP) PERMANENT CONTROL POINT 0 - SANITARY SERVICE \ -7•� PCP - PERMANENT CONTROL POINT - SEPTIC TANK Q �J ❑® - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE / PRM - PERMANENT REFERENCE MONUMENT 90 - CURB INLET 2� ® - (IP) IRON PIPE ❑® - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION o� 1 ® - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP - STREET SIGN \ El- (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND yJ35 - TYPICAL ELEVATION (M) - MEASURED A/C - AIR CONDITIONER \ CONC. - CONCRETE (C) - CALCULATED \ 50' F.F. - FINISH FLOOR (OA) - OVERALL BSB - BUILDING SETBACK LINE CCR - CERTIFIED CORNER RECORD F.F. - FINISH FLOOR ® - BEACH DAISIES W/ DIA. EL./ELEV. - ELEVATION �9 - SEA GRAPES W/ DIA R/W - RIGHT OF WAY Q - SEA OATS W/ DIA. AB - AS -BUILT \ �1P//K - PARKER-KALON \ - STRANGELR FIG W/ DIA. (a 9-1 - FICUS W/ DIA. \ a BANYAN TREE W/ DIA. - IRON WOOD W/ DIA. \ - \ - PALM TREE W/ DIA. LEGAL DESCRIPTION: LOT 27, DIAMOND SANDS PLAT NO. 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CERTIFIED TO: 1. PHOENIX HOMES I LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 IPX4 A IT - T RAQAr% nIRFT :f .0%01 TTT4 NF.T TYPE: BOUNDARY PROJECT# 17-024 DATE: 05122117 DRAWNBY.• CH.B. CHECKED BY.' CH.B. SCALE: P20 F.B.264 PG.52 o 6 5/8" IRC LB 959 \ o� 90.59' MITERdo \ END od\ SEC TI oFD�/8" IR6 PSM #4971 0 0 <a \ m _3� v \ \mnO ' z FD\ 5/8" / C , 0 LB \959A7 V 50' < \ L. SIGN SHEET.' I OF 1 1 NO. I DATE FD NAIL DISK ARNOLD" BENCHMAR ELEV=S 02 NA VD88 FD NAIL < 0 0 \ ` DISK .� � \ \\ "ARNOLD" �\ m\ ELEV=5.2 �C\ a \ rn --A \ GRAPHIC SCALE za o +0 zo 40 ( IN FEET ) I inch = 20 ft. N89 58'14 E 223.89 (OA) o \ as A m� \ \ O R O N LOT 26 \ \ m O 73 O O � \ \ z w O \ \ (n FD 5/8 / C � \ L #959 o w 3--- ---- FD l— ----o--------------- }' \ — ---__ ___ __\• l ~PSM #4971 N8958'14'E 296.89'(DA) WOOD CR S-OVER r 1O ACCESS EASEMENT 0 99.03, 107..27' 10' ACCESS EASEMENT \ ----------_— ------------------k - \ i— s--- — —— —— ---- °- ---\— --- -----o— — — — — — — — — — — — — — — 00 1 4.2' 3. 00 rn LA I ml STEWs. N N\�2 \ \t', LOT 27 m II m I L OCA TION N I N TOP OF WALL w u1 I fr ELEV. = 3.9'TO I1; v. 491 5 9.24' I \ �III�J I X'Z2 7.00 \ L1--- ---------------------- ti 111.06' 0 17.48' 96.35' 90.89' FD 5/8" lRC N8958'14'E 307.71'(OA) \ \FD 5/8"�(RC II PSAf #4971 \ #959 \ 7 I I I 1 \ \ \ I 1 I \1 , SEWER \ \ 11 MANHOLE L 0 T 28 \ \ STORM DRAINAGE \ \ MANHOLE \ \ \ \N89 58'14 "E 306.19' S1. L ie Co F4 Dat+�`i n edt e ^a,Vrcl�d LA hp ro-Ackra QJ2Ul5�� REVISIONS DESCRIPTION PLAT QA BUR VEYFOR: PHOENIX%, HOMES N.,EWMAN RESIDENCE Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C7 57.41' 17238.75' 0011'27" N21042'57"W 57.41' C8 69.19' 294.00' 13029'00" N8018'40"W 69.03' C9 6.25' 213.00' 1040'50" 1 S2024'35"E 6.25' THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. 'bj-D CHARL&SH BLANCHARD P.S.M. #5755 E+NahM1q nx.ao,raonwn ms.vwa+,ti."evunmir m+srerM,.0 n.n. uv+,m.=mnn,>sza:s+rx r H [F= L-J��.1LJ �J��4IT- rS B M D ��iABV. ABOVE H.C. HOLLOWCORE R.O. ROUGH OPENING u 1J LJ LJ 1J LJ �/LF__l n D F M PM02-14-15 ACOUS. ACOUSTICAL HDWD.HARDWOOD RWD. REDWOOD FBC ZING CLASSIFICATION. -•-/ PM 02-i6-15 ADJ. ADJUSTABLE HDWE. HARDWARE R.W.L. RAIN WATER LEADER FBC 2010 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 503,ETYPE V-B LIMITED TO 3-STORIES AND UNLIMITED S.F. PER FLOOR �a> I PM 09-21-16 AL. ALUMINUM HGT. HEIGHT - S.C. SOLID CORE>� APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE WIND LOADS AS PER FLORIDA BUILDING CODE, 2010 EDITION BD. BOARD I D INSIDE DIAMETER SHT. SHEET AND ANSUASCE 7-10 AND AMENDMENTS dO BLDG. BUILDING INCAND INCANDESCENT SIM. SIMILAR ® �� -- BILK. BLOCK INSUL. INSULATION SQ. SQUARE fl � BOT. BOTTOM INT. INTERIOR SST. STAINLESS 5IEEL CODE EDITION: FL Building Code 2010 LI. ' BUILDING DESIGNED AS: ENCLOSED o Z- �^ �. 0 WIND EXPOSURE CLASSIFICATION: C CAB. CABINET JT. JOINT STD. STANDARD R UJ CER. CERAMIC LAM. LAMINATE STL. STEEL Ln � o P C.I. CAST IRON LAV. LAVATORY STOR. STORAGE WIND SPEED DESIGN: 170 MPH (3 sec. gust) jj U -- CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL 'h v COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED INTERNAL PRESSURE COEFFICIENT t0.18 l�.0 W UJ 'j GONG. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL Kd 0.85 �\ In c] � o CONN. CONNECTION MET. METAL T.C. TOP OF CURB `-J F-�. +' r' - CONT. CONTINUOUS MFR. MANUFACTURER TEL. TELEPHONE MAXIMUM ROOF HEIC44T 35, Lc v% CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE DECOR. DECORATIVE MISC. MISCELLANEOUS THK. THICK MEAN ROOF HEIGHT 26'-9 4' DET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY : ROOF LIVE LOAD30 PSF 'F D.F. DIA. DOUGLAS FIR MTD. MOUNTED T.O.FR. TOP OF FRAMING �_ 4 DIM. DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER -- -- Y. ON. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE FLOOR LIVE LOAD: 40 PSF D.S. DOWN NO. NUMBER T.O.PL. TOP OF PLATE DWG. DOWN SPOUT N.T.S. NOT TO SCALE TYR TYPICAL FLOOR DEAD LOAD: SUPERIMPOSED 25 PSF THE PROJECT WAS DESIGNED IN ACCORDANCE WITH u SR S W EA. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE I THE BUILDING CODE REQUIREMENTS FOR 4 EL. EACH OBS. OBSCURE VERT. NOTED VERTICAL �. s '� IMPORTANCENSE FACTOR: 1.0 T ` REINFORCED CONCRETE (ACI 318-08, 315-08, LRFD). (v) J LUL ELEV. ELEVATION O.C. ON CENTER VEST. VESTIBULE BUILDING CATEGORY II (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) { ELEC. ELEVATOR O.D. OUTSIDE DIAMETER V.G. D.F. VERTICAL GRAIN -_ MIN. SOIL BEARING PRESSURE: N/A MISC LRFD 13th EDITION, BUILDING CODE REQUIREMENTS AND SPEC'S FOR MASONRY a � EQ. ELECTRICAL OFF. OFFICE W/ WITH SHUTTERS: NO STRUCTURES (ACI 530-08/ASCE 5-05(rMS 402-05).� EXH. EQUAL OPNG. OPENING W/O WITHOUT --- BUILDING CODE REQUIREMENTS AND NATIONAL 1 IMPACT RESISTANT ASSEMBLY: YES EXP. EXHAUST DPP. OPPOSITE W.C. WATER CLOSET DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTIO EXT. EXPANSION PL. PLATE WD. WOOD .:r II ,; IS A CONT LOAD PATH PROVIDED YES (ANSI/NFOPA NDS-2005, ASO, AF&PA). 4 EXIST. EXTERIOR PLAS. PLASTER WOW. WINDOW `''"' ' ARE COMPONENT & CLADDING DETAILS PROVIDED YES w F.F. EXISTING PLYWD. PLYWOOD W.H. WATER HEATER > �1 FLASH. FINISH FLOOR PR. PAIR WSCT. WAINSCOT FLUOR. FLASHING PRCST. PRECAST WT. WEIGHT IC��DC[�4�Laf� C�ODC OG�][OG3�vt]1Q4001 FT. FLUORESCENT P.T.D.F. PRESSURE SYMB. SYMBOLS FTG. FOOT/FEET PTN. TREATED & AND /" u _ GA. FOOTING Q.T. PARTITION ANGLE ' ' I,, : ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2010 " GALV. GAUGE RAD. QUARRY TILE @ AT GL. GALVANIZED REINF. RADIUS a CENTER LINE : EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY GR. GLASS REQ. REINFORCE 0 DIAMETER OR ROUND 0 REFERENCE, THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. O GYP. GRADE RM. REQUIRED # POUND OR NUMBER m Q.Q RESIDENTIAL POOL SAFETY ACT - CHAPTER 41 OF THE 2010 FBC RESIDENTIAL F T H.B. GYPSUM ROOM _ HE V a to I „ HOSE BIBS ' 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM T H E SHALL MEE THE R I �jJ 0 q�Li1 r e: a RESIDENTIAL POOL SAFETY ACT SECTION R4107.17.1.9.' r i• t ir.,. ��■ 1. ���� - 2. ALL SCREEN DOORS ARE TO BE SELF LATCHING AND SELF CLOSING. FAECFIANI31 A A ;,,,+ ® ®® ® ":... ' +I MOUNTED AT 54" A.F.F. (MIN). r -' 3. ALARMS SHALL BE INSTALLED ON SCREEN DOORS. ARCHITECT: 4. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. RANDALL STOFFT ARCHITECTS ® / 42 NORTH N AVE., SUITE 1 - ❑ ® ® \ D o Clll/7 �n irk ��1 D �� 7 El DELRAYBEACHACH, FLORIDA33444 TEL: 561.243.0799, FAX: 561.243.0299 likiHi I • CONTACT: PERCY MEJIA EMAIL: PERCY@ STOFFT.COM a "' STRUCTURAL ENGINEER AGSTEN ENGINEERING 3000 FLORIDA BLVD., SUITE 206 DELRAY BEACH, FL 33483 TEL.561-272-5012 FAX561-243-6401 CONTACT: ROBERT AGSTEN LANDSCAPE ARCHITECT: TONY GRIMALDI LANDSCAPE ARCHITECTURE STUDIO 11764 SE DIXIE HWY, SUITE 3 HOBE SOUND, FL 33455 TEL.561-972-0917 CONTACT: TONY GRIMALDI ARCHITECT'S STATUS: EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS COMPACTION AND GEOLOGICAL REPORTS, A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH CROWN UPUNLESSOTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR N METHODS TECHNIQUES SEQUENCES OR CHARGE OF CONSTRUCTION MB. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: M IN CONNECTION WITH PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS SAFETY FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL TO THE THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE ` FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. FINAL TRUSS MFG, LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE AND MASONRY. TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CHARGE OVER THE ACTS OR C C. AFTER STA OARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL APPLY VIBRAT RY COMPACTOR WITH A MINIMUM OF FOUR PASSES. MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR PERFORMING ANY OF THE WORK. E OR ANY OTHER PERSONS PERFOR E EMPLOYES u PROCTOR ASTM D1557 TO A DISTANCE D. SOIL SHALL S€ COMPACTED T095 /o MODIFIED OC ) TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO SUB OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"s. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FI�LD DENSITY TEST SHALL BE POURING OF FOUNDATION. D. ALL -SILLS, NATIONAL CODES: PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 SURFACES. RESULTS OF PROCTOR TESTIS) AND FIELD WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN INCHES BELOW THE COMPACTED B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS E OBSERVED STRICTLY IN THE A. ALL CODES HAVING JURISDICTION SHALL B O E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. LUMBER AND ITS FASTENINGS. GRADE LU CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE., CITY AND COUNTY ((75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. C. DESIGN., FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. BUILDING CODE 2010. SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. FOR METAL PLATE CONNECTED WOOD TRUSSES ROOF TPI D. DESIGN SPECIFICATIONSO )( N ODE RE REQUIREMENTS DESIGNED IN ACCORDANCE WITH THE BUILDING C Q THE PROJECT WAS DESIG SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF 85' DESIGN SP C R G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH REINFORCED CONCRETE ACI 318-02 EDITION), AMERICAN INSTITUTE OF STEEL FOR REINED ( ) ( CONCRETE: CONCR E FLOOR PCT 80' BRACING WOOD TRUSSES: COMMENTARY AND TRUSSES TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED 8Y US PROCEDURE PS 20-94. CONSTRUCTION) MISC AS EDITION. BUILDING CODE REQUIREMENTS AND RECOMMENDATIONS (NWT 76); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS SPECIFICATIONS FOR MASONRY STRUCTURES (MCI 530-02/ASCE 5-02ITMS 402-02). BUILDING W SHALL CONFORM TO ALL RECOMMENDATIONS AND A. GENERAL: ALL CONCRETE WORK AND RECOMMENDATIONS (HIS-91). ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD REQUIREMENTS OF ACI. 318-08. THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR OF AMERICAN PLYWOOD ASSOCIATION. CONSTRUCTION (ANSIINFOPA NDS-2001). ASTM I OR 11. LOW ALKALI, TESTED AND CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES. CB. ERTTIIFED.NUSEEMENT: CONTAINING SULFATELL TYPE V CEMENTI50 FO FOR CONCENTRATIONS OF F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND PLYWOOD B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY MORE THAN 0.2 PERCENT. H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. FBC R4407.5 STRUCTURAL HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRETY AND BUILD IN OR OTHER DELETERIOUS MATERIALS. DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-08/ASCE 5-05/TMS 402-05, BUILDING CODE WINDOW AND DOOR OPENINGS. ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. ASTM C-33 FOR SLABS ON GRADE. REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) D. AGGREGATES: REQUIREMENTS FOR MASONRY STRUCTURES. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. PERMITS: E. SAND: ASTM C-33 FOR SLABS ON GRADE. GRADE, 4 PLY, DTRADEMARKED, 3 APPLY WITH FACE GRAIN F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING SOILS REPORT, CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A. LABEL DOOR AND FRAME WITH CLOSER AND METAL THRESHOLD BETWEEN HOUSE AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY AND GARAGE. H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN JOB CONDITIONS: 2,500 PSI FOR FOOTINGS & SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. B. SAFETY GLAZING: (TEMPERED GLASS) DOOR SIDE-LITES WITHIN 12" OF DOOR GLASS CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / DAYS. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING CODE ACI 318.OS THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION AND THE SPECS. (( C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1000 S/F. IN TUB AND SHOWER ENCLOSURES WINDOW AND MIRRORS AT TUB AND SHOWERS WITH SILLS LESS THAN 60" A.F.F. FRENCH DOORS. A. THE OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE FOR BUILDINGS ACI 301/LATEST EDITION .CONCRETE FOR SR FOR REINFORCING COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATE T ACI VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 9000 S/F CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS FOR CLARIFICATION. SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, C. EGRESS WINDOWS SHALL 8E OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE GRADE LAP ALL WIVE A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 AND INSPECTION. AFTER CLEANING A .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, CHIMNEYS, FLOOR JOISTS OR TRUSSES. ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF OVER SCALE AND GRAPHICS. DO MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED SHOP DRAWINGS: D. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY CODE. DIMENSIONSB. TES SHALL TAKE PRECEDENCE REINFORCING STEEL: FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE NOT SCALEDRAW NGS. 60. FORTH IN THE "MANUAL OF T THE REQUIREMENTS SET O A. ALL WORK SHALL COMPLY WITH R SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS ALL A. THE CONTRACTOR M E. ALL NEWSINGLE-FAMILY HOUSES DUPLEXES TRI-PLEXES CONDOMINIUMS AND N AND / OR AS AN ADDITION OR BEING PREFORMED IN AN EXISTING BUILDING C. IF WORK IS E " PUBLISHED STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES U F. ALL MORTAR SHALL TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION WITH I ATED ITEMSAND E UIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION FABR C Q USES SHALL PROVIDE AT LEAST ONE BATHROOM LOCATED WITH MAX. POSSIBLE TOWNHOUSES ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING IV MORTAR A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. STRENGTH IS REQUIRED FOR THIS PROJECT. DOOR THAT HAS A MIN. 29" CLEAR OPENING. ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN B. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. THERMAL MOISTURE PROTECTION: WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE RUST PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI-318 STANDARDS AND SPECIFICATIONS. ALL HORIZONTAL AND VERTICAL BARS G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SHALL LAP 48 BAR DIAMETERS OF LARGEST STEEL IN LAP for FOOTING, DOWEL AND BEAM TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FLORIDA MODEL SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN STEEL TYP., UNLESS NOTED OTHERWISE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO SECTION AND DETAILS ENERGY CODE, SECTION 9. MINIMUM OF R-19 BLANKET INSULATION AT ROOFS AND R-11 AT COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 0 BAR -25" #6 0 - 36" H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT FRAME WALLS. R-4.2 ON MASONRY, UNLESS NOTED OTHERWISE. PROVIDE THERMAL DOCUMENTS. #5 0 BAR - 30" #7 0 - 42" EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE INSULATION AT ALL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTED D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND D. PROVIDE 30"00" CORNER BARS LAPPED & TIED TO EACH REBAR, TYPICAL AT ALL I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. TIGHTLY BETWEEN STUDS. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FLORIDA MODEL ENERGY CODE AS SUBMITTED. NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. CORNERS PER DETAIL 11/S-0. QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST AND 2ND GE OF REINFORCING STEEL. E. MINIMUM CONCRETE COVERAGE N SHALL BE IN ACCORDANCE WITH THE FL CONSTRUCTION FLOOR TIE -BEAM. "SPECIFICATION PLUMBING FIXTURES: B. ROOF I TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY WORK NECESSARY TO COMPLETE CONSTRUCTION: * SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Yz') " FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S AND BUILDING CODE AT THE COMPLETION OF THE * BEAMS AND COLUMNS 1 PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. RECOMMENDATIONS O "FORMED CONCRETE BELOW GRADE 2" A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION SHALFLORIDA RS WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE * UNFORMED BELOW GRADE 3" STRUCTURAL STEEL: COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) * FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP * WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. * SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Yi' CLEAR AT TOP (EXTERIOR) A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE CLEAN UP / REPAIR: *BEAMS 11/2" CLEAR TO STIRRUPS EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. o D D * COLUMNS 1 1/2" CLEAR TO TIES A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, F. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY F B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CODE, STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION OVER -SPRAY, ETC: ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC, SHALL BE LEFT A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B ® MASONRY WALL C _ _ ] WALL ABV OR BELOW CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. G. GENERAL BEAM NOTES: 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. / TOP BARS FROM ADJ. S TR. BEAM TOP BARS IN PAIRS OVER SUPPORT W O (FY-46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN ® GROUT FILLED CELL IN 0 POTSHELF HEIGHT AS B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 2 BUNDLE ALL "AMERICAN WELDING OC I N SOCIETY'S STANDARD QUALIFICATION ®N PROCEDURE" ASW D1.1 TO ( ), MASONRY WALL NOTED PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. BEAMS. 3 ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER BENDING DIAGRAM. PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELbING RODS SHALL BE E70XX ELECTRODES. ® POURED CONCRETE COL. POURED CONCRETE COL. STANDARD ASfiM IN MASONRY WALL IN MASONRY WALL 4) TIE BEAM DBPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND NON -BEARING FRAME WALL IT TI 11 LI NON -BEARING FRAME WALL WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM a ff N SFA/Lr NOV 28 2016 FL-001U05 FIIRM AA003379 F! LER A001 DEPTH) & ADD 2 05 BOTTOM, IF DROP EXCEEDS 8 U.N.O. ON PLANS. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO NON -BEARING SUPPORT U.N.O. FRAME BEARING WALL INSULATED WALL � d � Lo 0 H w w a O LL ARCHITECTURAL A001 COVER SHEET A101 SITE PLAN A201 GROUND FLOOR PLAN A202 FIRST FLOOR PLAN A203 SECOND FLOOR PLAN ROOF PLAN A301 FRONT & SIDE ELEVATIONS A302 REAR & SIDE ELEVATIONS A303 BUILDING SECTIONS A501 WINDOW & DOOR SCHEDULES / PLUMBING RISER A502 WINDOW & DOOR DETAILS A601 TYPICAL WALL SECTIONS A701 DETAILS A702 PRE -CAST DETAILS FILE coply STRUCTURAL SO FOUNDATION PLAN S1 FIRST LEVEL BEAMS& ROOF S2 UPPER ROOF S3 NOTES -SCHEDULES S4 DETAILS ELECTRICAL E201 GROUND FLOOR ELECTRICAL PLAN E202 FIRST FLOOR ELECTRICAL PLAN, SCHEDULES & RISER E203 SECOND FLOOR ELECTRICAL PLAN MECHANICAL M201 FIRST FLOOR MECHANICAL PLAN M202 SECOND FLOOR MECHANICAL PLAN m LOCATION MAP v� 3 � 11_20� -- ».* �� 4 W W 4 J z \ 1z IzIn o ILL Im TOP OFSED I1 MAIN LEVEL '�" I� Iw Iw I° 10 Iw 22.36' NGVD IN 1< < I> w I? 20.87'NAVD IS ImI� w I W w IJ IJ b 120 Iz I� Iz s I= IW IW I° IR ° M1� 1� 1Q 1W IQ h TOP OF BEAMELE _____ h I IZ I�w 1 1 b 63B Na GF1a�B°NAND �� _ Ig' I 1w 12 1 1 4'A"AaV ® 0 1� 1 I _ y 1] roPora F1N.FL.------- -- �:. 0+' IW I n` 1 1 1 1� 3B.39� NGV01 a'eiroiaovo IO I 15 IpAIL I I I I 1 IN h WISHED FLOOR _________________ 1 �aa.38NGVA'X8 .VD 1 I IQ I I 1 °� I o o 1 1 11,36'ouTDRsio .... x13. I x1N' x�5 INN) O 03 ELEVATION-n •0 I x 1 O• 0 — — — — — —AO I — — ——h9.3N�GA �VNAY2 _� T x6 1 1 1 ELEVATION 13 T x�/rl- x6 IN I o0 1 1 948'NGVoiio tiavo HOTR.IZ F LOWEST I I 1 PROPOSED PROPOSED TOP OF 1 (STRUCTURAL I EXISTING GRADE TERRACE 22.03'NGVD MEMBER(LHSM) GRADE I 1 20.54' NAVD 17.0' NGVD 1 I EXISTING I I PROPOSED GRADE FRANGIBLE WALL' FAREA PROPOSED FILL PROPOSED MATERIAL NOTE: EXCAVATION PROPOSED • PILING IS SHOWN FOR I EXCAVATION �� SECTION AA ILLUSTRATIVE PURPOSES ONLY • CAST PILES DESIGNED �1 =20' ♦Nt-D \\ �9 ��S COASTAL CONSTRUCTION CONTROL LINE (1972 CCCL) PER ` `� ♦\�' \ �y \ \ ♦ \ j Q. WEATHERINGTON OC KIRBY SURVEY, FILE NUMBER 81-205L, DATED o. \� \ ♦ \ �. 6-30-81 (PLAT BOOK 16, PAGES 32, 32A-32G), 00 .01 \` ; \\ MEAN HIGH WATER LINE LOCATED �o AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS Q �A 2`�> 1 \\ PROVIDED BY FLORIDA DEPARTMENT \ / \ 37.09' _' I ' 73.13' ♦ 7' ,.84' \\\ \J ` /\ ' ♦ \ 13.32'\ 24.51' /' OF ENVIRONMENTAL PROTECTION, AND FIELD LOCATED ON SEPTEMBER 13-19, 2005. (D REVISIONS BY DATE T. Q OEP REVISIONS PM 08-21-14 y1 � 2 REVISIONS PM 01-14.15 F, REVISIONS PM 02.13-15 Q sQ PREVISIONS PM 09-21-16 ®� .. Iwo �\ \J+ �� N89 58 14 E 223.89 ♦ \ \ \\ \cP cr ` \ I ♦ \\ 1 �� cp'\�� ` �; j ; \\ ® . MEAN HIGH WATER LINE LOCATED ON MARCH 05 2014, 11:00AM \U O G \ ' ♦ \ ELEVATION 0.50 (NAVD OF 1988) CONVERT TO EXISTING PAVER ♦ \ \ �\ \0 BRICK DRIVE ♦ \ ` O (NGVD OF 1929 (+1.49)) S ♦. \ 0 LOT \\ ` � / 2 6 ♦ c5 \ �o VACA ♦ GE \ 10 ACCESS ( _ 01 O♦ \\ EASEMENT 1 0 E ♦ .- \ 6� ���`',.- ;\33 ���tN CONSTRUCTION ; \\ JOID CROSS OVER roll '� \ l \\ �, 6 GE , LIMIT OF FENCE P's \ 1 '` g\OWN \ C NSTRUCTION ♦ \ \ \ \\ y \ a x E \ DER GROUND POWE ♦ •� \ I \ \ FOUND 5 8 IRC x90.59' �1 7. 33.92' \ 6.82' ' '920-0N 1084610.256' p00 p p ga � E 907916.088Ey N_ S \ \ X\ TBA \ I \ \ N�u� c5 �CB 2A R � IVIES 0.7n NEWTHREESTORY() CBS RESIDENCE v vv \\ MAIN FLOOR ELEVATION \ ON i \ k ON \ UIA l \� ' ASPHALTA� -- �—-1 ---,-- ---\ O—I--------------------- -� — fiT -- — �\ A01 On cp, N \ \ +7.54' NAVD \ \ , p v y y +736 IN VD Ix �� A \L T 67 33 NSF RMER 06 � \1 1.4 6.3 / _ 90.89 \ \ �✓ \\ 5�' 9< \ • j N89°58'14"E 307.11' ♦ \ '\ �. 23.08' \\6.47' UNDER GROUND POWER \ \\ x do 1 \ \ \ SIGN k \ ➢ ,' „ 6' \ \ 0 \ ,N 80-5 ♦ �`, \ QS SEASONAL HIGH WATER LINE \ d \ S ELEV. 5.19 NAVD OF 1988. w� �I�'= MAXIMUM OVERALL LENGTH • \ LOCATED MARCH 05, 2014, 12: 30PM \ \ FOUND 5/8 IRC \ O '� W ♦ �� \ Q I \ LB # 959" � \ O w ; - � * ` \ cp \\ \ \\ N 1084525.272' O \ pN-1` W LOT E 907949.874' �� \ ; ♦ \� \\ul \ \ \�� \k\ G�EPs WESTERLY LIMITS OF \\ EASTERLY LIMITS OF W \ \ 01) O� DUNE GRASSES ♦ \ DUNE GRASSES —� 10.67 :: \ 1,� (JA ZI�A 1 ♦ 1. 55.87' ' `\�/'� 123.63' ♦ �.\ \\ 26.96' / 89.06' X �. +-3 7. Q \, �\ N89°58'14"E 306.19' �', �\ \ X 7 IPA \f{ i{ ; ��\. X Q N It COASTAL CONSTRUCTION CONTROL LINE ♦ ��\ AS RECORDED IN PLAT BOOK 26, PAGE ; \` 26-261, PUBLIC RECORDS OF ST. LUCIE Vz 4 , COUNTY, FLORIDA. RECORDED SEPT. 15, \ 1988. � b ELEVATION "0" CONTOUR LINE SITE PLAN � 1 11=201 4 A301 4 707 M. STORAGE UNFINISHED rn+ I I�mlml ml +mlml e - —� I - 1 i - I I' g FP C O d = — 20-_4" L �I 1 HB 7.4" 13'-0" 6lp �t UNFINISHED d � I W001 T-2" 7_2„ B A303 Q C:7 OUTDOOR STORAGE I A301 A " � 4 Li d 8 _ _ o _ l �I 0 1 1 1 _ HB o 18'-6" - N 1 v GROUND FOYER 14'-6" OPEN TO ABOVE FF 19'-0 v 18'-6" I 31N MY I A A303 GARAGE I I I I I I I I iv a C'D002— M 111 2 A301 F: GROUND FLOOR SCALE: 1/4" = V-0" REVISIONS BY 'DATE QOEP REVISIONS PM 08-21.14 REVISIONS PM 01-14.15 r Q REVISIONS PM 02-13-15 Q, REVISIONS PM 09-21-16 0 Lu7na� W AO 1� A 1 1: 2 8 2M FL-0011105 FIRM—AA003379 GROUND FLOOR PLAN Ii 1� ,, a. ,n 0 4,10 i' r� PLAN A2 01 21'-8" FLOOR d e m OUTDOOR LIVING W114 La==' C VERED TERRACE FF 0'-4 D10� 12'-0" BREAKFAST 2 J_4 �� II II 1_21 —� _- \ --� N F —uw r��O 8 LLL__ POT 48" RANGETOP FILLER — Mr 4' 0 T IF1 al`— _.. .. O 20'_4" I105 m 0 �L - DISHWASH iER PREP ROOM / 2K6 REF F ti T-1" 3 61 j(r7= DINING U" 17 W100 r 13'-0" t N 12 Y W101 W102 c 4'-1" 3'-3" T-10" 414" 71 4'-4" 1414" A303 tot. Ah. '* ma w i c OWDER "v — L L — it N — J J L L— — FF 0'-0' 24 23 22 21 20 19 18 �OPEN TO ABOVE & BELOW ° 1 A301 o ;r 9d1_1 All 17 W105 I'1'J 4 � 4 TRENCH DRAIN r �1 FLOOR DRAIN ,1 9'-10" 1 W113 > I _ 7 TT B 0 III 4P M } M j 15'_2" 50 o � � `7• u MASTER BEDROOM 5'-6" 5'-6"__ 7 6-\ FF 0'-0' 'k o[7rr ER IC 07 HIS WIC i v MASTER BATH N 6i> 8'-O" f F -4" WE N "' M 1113 PATH „ Q„ STUDIO FF 0"-011 J 13'-0" W107 41 A/C AREA A/C - 1 ST FLOOR 3162 SF A/C - 2ND FLOOR 1652 SF A/C - GROUND FOYER 420 SF 5234 SF TOTAL AREA A/C - 1 ST FLOOR 3162 SF A/C - 2ND FLOOR 1652 SF A/C - GROUND FOYER 420 SF COVERED GROUND ENTRY 143 SF COVERED TERRACE 254 SF FRONT BALCONY 178 SF FRONT BALCONY 2 147 SF OUTDOOR LIVING 296 SF PARKING/STORAGE 3063 SF REAR BALL. 218 SF 9532 SF REVISIONS BY DATE DEE REVISIONS PM 08-21-14 M R 2 REVISIONS PM 01-14.15 A' REVISIONS,,. -.. PM 02-13-15 yA REVISIONS PM 09-21-16 1 W cn iR } W a� II RESIDENCE LOT COVERAGE A/C - 1 ST FLOOR 3252 SF 3252 SF TERRACE LOT COVERAGE COVERED TERRACE 254 SF FRONT BALCONY 178 SF OCEAN TERRACE 703 SF OUTDOOR LIVING 296 SF 1430 SF TOTAL LOT COVERAGE A/C - 1ST FLOOR 3252 SF COVERED TERRACE 254 SF FRONT BALCONY 178 SF OCEAN TERRACE 703SF OUTDOOR LIVING 296 SF 4682 SF RE I I ON FIRST FLOOR PLAN SCALE- 1/4" = V-0" A202 t 4 o� Ih 4� A303 " WAVA AT All /4`\ A303 25'1 4'_4" 6'-6" 6'-6" 4'_4" " 4'-4" „ 4'_4" 811, 4'_4" 4'_4" '_4" I I W205 W204 I W203 I \ - FF 14'�'0" FLOOR DRAIN I 20'-q TRENCH D I i \ / REAR BALCONY 25 _ VIP MASTER - 6'4" 0 12'-5" 6'-3" FF 19'-8' / \4" 36.03'NGVD I m / \ \ D204 -. 34.54' NAVD = _ D203 D202 IE 12'-4" 3-_6" 4'_6" BEDROOM 4 12'-6"- LAV o LAV �' VIP WICK BEDROOM 3 0 IT-0"7H VIP BATH v z 210 1209 o' ' — Y - - C SHOWER -' 36.36NGVD 5,_4" 3i.6" qt2" 1'_9" 3'-8" 34.87' NAVD-- S R — o N TIMIC SINKT-1 RE "\KRBAT N 'E1112012 T-8 P q' - LOUNGE WIC 3 LE ul 36 q1 BATH 4 I—_ I 134' - 3'-6" 5_2" T-6" LAVWC4lc---7— AFCI 24 23 22 21 20 9 18 17 13 -4" W2U1.00. EL OR D205 16 15 36.36' NGVD 14 34.87 NAVD 3 4'-0" 10'-6" 0" 4 00 AHU 3 11 I _—_ _ N TO SWITCH 10 I ^I °j BELOW Ifs Opp ��e z EN TO BELOW —\ 9 _I - - 7 — 3 6 0 U�ILITY J 5'_6' 12'-8" 5'-10" ^ ? TO SWITCH M a BE O - W2 3 4 5 _ W202 0 36.03' NGVD I- 7i7F� 1g'-8"345 'NAVDco L9 e-10" L9 e-1o" L9 " z'-s' z' s I'_q" „ 5'_8" „ 34" os 12,_gn 15' 0" '_4" FRONT EXC Y 2 1 — _ H RAIN I ITREN 3'_11" 17'.9„ 6'_q' S1_$1' " 5'_8" 21'-8" 3'-O" 19'-8" T-0" 4T-4" A t i4 k B � A303 A301 p� SECOND FLOOR PLAN REVISIONS BY DATE TOM Q DEP REVISIONS PM 08-21-14 QREVISIONS PM 01-14.15 QREVISIONS PM 02-13-15 a� = QREVISIONS f PM 09-21-16 � o4 s 1 Vl R�, R4 Li�j SEAL NOV 2 8 2016 FL-0011105 FIRM-AA003379 A203 SCALE: 1/4" = V-0" I 4 B A303 A301 A303 III Lu sI F— O LU a iP REVISIONS BY DATE D€P REVISIONS PM 08-21-ib REVISIONS PM 01-14-15 REVISIONS PM . 02-13.15 REVISIONS PM 09-21-16 H M d � F f k 1 i. G r+ Nm ROOF PLAN A204 SCALE: 1/4" = V-0" � CLG @ +12'-0" 0 m OUTDOOR LIVING CLG Ca) +lz'_s" I—Lw� �' h �- 0 BREAKFAST O O CF L 1ODO'@ I F = SOI � 8 la O O @ H-60 — C KITCHEN I / o/ II O O N L- -- -- -� -- _ CLG @ I P-0" O O 48" RANGETOP El _ - 1ISAWASHRR PREP ROOM CLG @ I P-0" 20-26 REF tT� 0 O 0 DINING A � CLG @ 12'-0" UTILITY 0 0 cnaeo. 0 CLG @ 11'-0" IN CYPRESS T&G CEILING CLG Oa 12'-0" SD/SA/DID Q — _ 7_ T J L J — ❑ 0 O CLG A2'-8" O o O HIS CLG@ +1 I SWIC i" ° CLG@11�-2" �HDR�aL+10'-0" SPR @ +12'-0"2'-6" O O � D � \ / FILING CLG G FROM 10'-0" O kO 14'-6" MAffER BEDROOM O 0 SD/SA/CDD SPR C+10'-0" HDR @ 8'-0" r � El O O O O 0 II 0 II 0 II 0 CLG @ 12'-0" CLG@ IT-0" O CYPRESS T&G J 9 0 A 0 n L / \ HI3 CLG 3FRONT BALC NY CLG P10'-0" SD/SA/CDD Q 0 O I' 0 CLG @ +10'-0" O SOFFIT @ +9'-0' O VP II O vP MASTER BATH LG @ 11'-0" O I O LJO LG @ I F-0 S9 1 , III m III I CLG @912'4" Q SD/SA/CDD 1 O CLG +121•8" ST DIO 111m 0 1 O 0 CLG @ +10'- L — 110 FIRST FLOOR R REVISIONS BY !DATE r Q DEP REVISIONS PM 08-21-14 o 5? QREVISIONS PM 01-14-15 2 QREVISIONS PM 02-13-15 (1 REVISIONS PM 09-21-16 ININ ,W,w V+ I INNNI o I.I. W li �j ri w e� 1 f I:. N ACA NOV 2 8 2016 z EFLECTED CEILING PLAN FL-0011105 FIRM AA003379 FIRST FLOOR REFLECTED CEILING A301 SCALE:1/4" = 1'-0" � I A303 A301 4\ 1 II II II II I I II Lu LU a1 9k R REVISIONS QDEP REVISIONS ^A2Ijj REVISIONS REVISIONS REVISIONS C-� DATE PM 08-21-14 PM 01-14-15 PM 02-13.15 PM 09-21-16 � 1-4 W NOV 2 8 2016 I a 193 uAlT6aw1Ci SECOND FLOOR A206 SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = V-0" MARK MATERIAL 001 5V CRIMP METAL ROOF, TYP.) POWDER COATED ALUMINUM RAILING 002 (LOUVERED PANEL IN FRONT BALCONY) 003 SMOOTH STUCCO FINISH 004 RAISED STUCCO SIDING (IN LIEU OF TO HARDIEPLANK SIDING-8-1/4" PLANK) STAINED MAHOGANY ENTRY DOOR 005 WITH GLASS SIDELIGHTS & TRANSOM 006 PAINTED SPANISH CEDAR OUTRIGGER BRACKET 007 DECORATIVE LIGHT FIXTURE RAISED STUCCO TRIM (OPTIONAL 008 PRECAST) 009 OVERHEAD GARAGE DOOR w/ DECORATIVE WOOD VENEER FINISH BY DAB OR APROVED EQUAL HOT DIPPED GALVANIZED TUBE STEEL 010 COLUMN WRAPPED IN WOOD (AZAK OPT.) 5 1/2" WIDE RAISED STUCCO CORNER 011 BOARDS (IN LIEU OF HARDIE PLANK) 012 PAINTED 4"X8" SPANISH CEDAR OUTRIGGER 013 RAISED PRE -CAST PILASTER PRE -CAST BANDING (OPTIONAL 014 STUCCO) 015 WOOD (AZAK OPT.) BRACKET DECORATIVE ALUMINUM FIXED 016 BAHAMA SHUTTER 017 PRE -CAST CAP 018 SMOOTH STUCCO PANELING & PROFILE DETAIL 019 COQUINA STONE CLADDING (12x24) 020 RAISED STUCCO PANEL 016 TOP OF BEAM ELEV. 24'-0"ABV FIN. FLOOR 46.36' NGVD / 44.87' NAVD 004 4006 — 2 14 s rrP. o10 002�, rM L_7;;;o<TT7 016 • • OF ■ FIN. FL.14'-O"ABV FIN, FLOOR �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIr ■ ■ TOP OF ■ ■ ■ • II 1■n■ FINISHED FLOOR ELEVATION 0'-0" 22.36' NGVD / 20.87' NAVD 019 FINISHED FLOOR ELEVATION -1 T-0" 9.36' NGVD / 7.87' NAVD GARAGE FIN. FLOOR ELEVATION -1 T-2" 9.19- NGVD / 7.70 NAVD TOP OF BEAM ELEV. 24'-0"ABV FIN. FLOOR 46.36' NGVD / 44.87'NAVD TOP OF MASTER T.B. 12'-0"ABV FIN. FLOOR 34.36' NGVD / 32.87' NAVD � 11 Il FINISHED FLOOR ELEVATION 0'.0" 22.36NGVD / 20.87' NAVD FINISHED FLOOR _ 4 ELEVATION -1 T-O" tb 9.36' NGVD / 7.87' NAVD hl m. FE m 001 w �. �, (� REVLSIONS BY DATE DEP REVISIONS PM 08-21.14 12 1 "A Q, REVISIONS PM 01-14-15 TYP• i M Q TOMREVISIONS PM 02-13-15 L s 1 qQ REVISIONS PM 09-21-16 012 it O TOP OF BEAM ELE ...... 24'-O"ABV FIN. FLOC W ; 46.36' NGVD / 44.87' A '^ 013 r Lu W 12� V g I TYPN4-- 0 7 TOP OF 3436 N BVFIN. FLOC L i T. t J-1—Ji12'' NGV FIN. FLOC III 012 0 A 004 V - 1"li ut• ��' // 0 FINISHED FLOOR "' ELEVATION 0'-0" 22.36' NGVD / 20.87' N OL 014 aICA RIGHT ELE SCALE: 1/4" = 1'-O" VAT I O N � E � a 1 ?� 1S Y ;NOV, 2016 1, FL-OOR105 FIRM-AA003379 REAR ELEVATION SCALE: 1/4" = V-O" A302 6" MI 6" MIN. LAP OVER MOISTURE BARRIER OVERLAPPED TO DIRECT MOISTURE AWAY FROM STRUCTURE/FRAMING CAP/BRICK MOLD HEAD CASING/TRIM FOLDED SILL FLA MIN. NOTES: JAMB CASING/TRIM--! 1 'VV�NQOW �'A UINIT 1. CAULKING, SEALANT, ADHESIVE, OR GASKET !"� SEALS WINDOW FRAMING AND WALL JOINTS TO SILL (SLOPffP TOP) OVER - FORM AIR BARRIER. HANGS APFjQN 2. THESE PRINCIPLES ARE ALSO APPLICABLE TO APPROXIMATELY 1" DOOR WEATHERPROOFING. WINDOW WEATHERPROOFING G.C. TO APPLY TREMCO 256 WATERPROOFING MEMBRANE AROUND OPENING INNER FACE AND EXTERIOR FACE OF BUCK. MEMBRANE TO EXTEND A MIN. 12" ON THE FACE OF ALL OPENINGS,TYPICAL. 5/8" GYP. BD. INSULATION PER TYPICAL WALL SECTION WINDOW DETAILS IN MASONRY WALLS lx4 P.T. NAILER WOOD CASING BY OWNER #10, 1-3/4" TAPCONS @ 8" O.C. MAX, 2" FROM EACH END INDICATES 5/8" ALUMINUM CLAD WINDOW STUCCO wl SMOOTH FINISH (SEE WINDOW SCHEDULE) WOOD SILL CAST STONE TRIM (SEE ELEVATIONS) LINTEL OR BEAM (SEE STRUCTURAL DWG's) INSULATION PER TYPICAL WALL SECTION 5/8" GYP. BD. lx4 P.T. NAILER G.C. TO APPLY TREMCO 250 WATERPROOFING MEMBRANE AROUND OPENING INNER FACE AND EXTERIOR FACE OF BUCK. MEMBRANE TO EXTEND A MIN. 12" ON THE FACE OF ALL OPENINGS,TYPICAL. CAST STONE TRIM EXTENSION JAMB CAULK AS REQUIRED CAST STONE SILL (U.N.0) WOOD JAMB EXTENSION INDICATES GYP. BD. RETURN lx4 P.T. NAILER WOOD SILL G.C. TO APPLY TREMCO 250 WATERPROOFING MEMBRANE AROUND OPENING INNER FACE AND EXTERIOR FACE OF BUCK. MEMBRANE TO EXTEND A MIN. 12" ON THE FACE OF ALL OPENINGS,TYPICAL. CONCRETE SILL CAST STONE TRIM WOOD CASING BY OWNER (SEE STRUCTURAL WOOD CASING BY OWNER EXTENSION JAMB #10, 1-3l4" TAPCONS @ 8" O.C. DWG's) " INSULATION PER MAX, 2" FROM EACH END TYPICAL WALL SECTION INDICATES 5/8" STUCCO CAULK AS REQUIRED CAULK AS REQUIRED ALUMINUM WINDOW INDICATES 5/8" 5/8" GYP. BD. w/SMOOTH FINISH CAST STONE TRIM STUCCO w/ SMOOTH CMU WALL EXTENSION JAMB & SILL WOOD JAMB EXTENSION FINISH CMU WALL (SEE STRUCTURAL DWG's) CAST STONE TRIM *CAULK AS REQUIRED (SEE STRUCTURAL DWG's) *CAULK AS REQUIRED (SEE ELEVATIONS) *CAULK AS REQUIRED TYPICAL WINDOW JAMB DETAIL 12 TYPICAL WINDOW HEAD DETAIL 11 TYPICAL WINDOW SILL DETAIL 10 O.H. GARAGE DOOR DETAILS *CAULK AS REQUIRED INDICATES STEEL INSULATED WATERPROOFING MEMBRAN *CAULK AS REQUIRED DOOR w/ WOOD VENEER INDICATES (SEE DOOR SCHEDULE) AROUND OPENING INNER INDICATES 8" CMU MOULD INDICATES 1x6 INDICATES 1" RECESS IN FACE AND EXTERIOR FACE O SMOOTH CEDAR BD. CONCRETE BUCK. MEMBRANE TO INDICATES MOULD EXTEND A MIN. 12" TH EPDXY FLOOR r TRIM INDICATES 1X6 SMOOTH CEDAR BD FACE IN ALL Q OPENINGS,TYPICAL (VERIFY wl BEYONCAST D OWNER) CORNER BEAD save —� STUCCO RETRUN INDICATES 5/8" STUCCO w/ CAST STONE TRIM SLOPE SMOOTH FINISH LINT B M 2x8 P.T. GARAGE DOOR BUCK (SEE STRUC Pr CAST STONE TRIM D WAY a 2X6 P.T. WOO CORNER BEAD 4NDICATES.E)RI INDICATES MASONRY WALL HEADER ANCHORED MAY VARY, SEE PLANS — MATERIAL REFER TO STRUCTURAL TO BEAM REVEAL SCREED (VERIFY w/OWNER) INDICATES CONCRETE SLAB G.C. TO APPLY TREMCO 2 EMBEDDED IN GROUT FILLED MASONRY CELLS TANDARD 2" TRACK, DRIP GROOVE (SEE STRUCTURAL DWG's) WATERPROOFING MEMBRANE O MIN. (4) PER JAMB @ 48" O.C. IN TORSION SPRING STUCCO RETRUN INDICATES STEEL INSULATED OPENING INNER FACE AND EXTE R HEADER, MAX 8" FROM EACH END OPERATED O.H. DOOR w/ WOOD VENEER FACE OF BUCK. MEMBRANE TO EXT GARAGE DOOR ON INDICATES 2x WOOD A MIN. 12" ON THE FACE OF ALL INDICATES SKIM COAT 2X6 WOOD FRAMES/ O.H. GARAGED DOOR TRIM (SEE DOOR SCHEDULE) OPENINGS,TYPICAL. PLASTER w/ SMOOTH FINISH JAMBS (SEE PLAN) *CAULK AS REQUIRED GARAGE DOOR JAMB DETAIL 9 GARAGE DOOR HEAD DETAIL 8 GARAGE DOOR SILL DETAIL 7 EXTERIOR SWING DOOR DETAILS WOOD CASING LINTEL BEAM OR BEAM CAST STONE WOOD DOOR JAMB EXTENSION BY OWNER G.C. TO APPLY TREMCO 250 INDICATES 5/8" (SEE STRUCTURAL DWG's) EXTENSION JAMB 1X4 P.T. NAILER WATERPROOFING MEMBRANE STUCCO w/ INSULATION PER /i.7 ALUMINUM FRENCH DOOR AROUND OPENING INNER FACE SMOOTH FINISH TYPICAL WALL SECTION 5/8" GYP. BD. AND EXTERIOR FACE OF BUCK.lX6 P.T. NAILER MANUFACTURED ALUM. MEMBRANE TO EXTEND A MIN. CAST STONE TRIM FLOOR THRESHOLD ON P.T. 12" ON THE FACE OF ALL (SEE ELEVATIONS) 5/8 5/8" GYP. BD. FINISH BY INSTALL PER MFG. OPENINGS,TYPICAL. G.C. TO APPLY TREMCO 250 OWNER SPEC SING, #10, 1-3/4" TAPCONS @ 8" O.C. WATERPROOFING MEMBRANE 2x BUCK G.C. TO APPLY TREMCO 250 MAX, 2" FROM EACH END AROUND OPENING INNER FACE WATERPROOFING MEMBRANE - AND EXTERIOR FACE OF BUCK. ALUMINUM THRESHOLD MEMBRANE EXTEND A MIN. AROUND OPENING INNER FACE IMITATION KEYSTONE s 12" ON THE FAA OF ALL m � AND EXTERIOR FACE OF BUCK.CE THRESHOLD OPENINGS,TYPICAL. MEMBRANE TO EXTEND A MIN. w o 12" ON THE FACE OF ALL CAULK AS REQUIRED CAULK AS WOOD CASING BY OWNER OPENINGS,TYPICAL. CAST STONE EXTENSION JAMB REQUIRED #10, i-3/4" TAPCONS @ 8" O.C. CAST STONE TRIM MAX, 2" FROM EACH END G.C. TO VERIFY RECESS IN SLAB (SEE ELEVATIONS) PER FLOORING MATERIAL ALUMINUM FRENCH DOOR INSULATION PER INDICATES 5/8" STUCCO w/ CONCRETE SLAB 3/4"RECESS TYPICAL WALL SMOOTH FINISH WOOD DOORJAMB EXTENSION w/ SECTION INDICATES 8" CMU CAST STONE RETURN & IMITATION KEYSTONE PAVERS, *CAULK AS REQUIRED (SEE STRUCTURAL DWG's) *CAULK AS REQUIRED EXTENSION JAMB *CAULK AS REQUIRED RISERS & THRESHOLD (TYP.) FRENCH DOOR JAMB DETAIL 6 FRENCH DOOR HEAD DETAIL 5 FRENCH DOOR SILL DETAIL 4 V4� EXTERIOR WINDOW & DOOR GENERAL NOTES: C IF 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 140 MPH WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2014 AND ALL APPLICABLE CODES., 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & DOOR SPECIFICATIONS. 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT GAIN. 4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT (SHGCI AS INDICATED IN THE ENERGY CALCULATIONS. 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT. 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS. 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET CODE FOR LOADS. 8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS, MUNTIN BARS, AND OVERALL CONFIGURATION. 9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. WOOD CASING, BY OWNER PROVIDE SHIMS AS REQUIF METAL STUD PARTITION w/ GYPSUM WALLBOARD (SEE WALL TYPES) DOORSTOP BLOCKING AS REQ'D NOTES: PRF.HUNG WOOD 1.VERIFY w/ OWNER IF SOUND DOCPR FRAME INSULATION WILL BE REQUIRED. WOAD DOOR 2. VERIFY HINGE SIDE w/ FLOOR PLAN. (SEF DOOR SCHEDULE) *CAULK AS REQUIRED TYP. INTERIOR DOOR JAMB DETAIL INTERIOR SWING DOOR DETAILS METAL STUD PARTITION w/ ED GYPSUM WALLBOARD ' (SEE WALL TYPES) �j BLOCKING AS 9RDE SHIMS AS REQUIRED WOOD CASING BY OWNER PRE -HUNG WOOD DOOR FRAME DOOR STOP WOOD DOOR (SEE FLOOR PLAN) NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. *CAULK AS REQUIRED 2. VERIFY HINGE SIDE w/ FLOOR PLAN. 3 TYP. INTERIOR DOOR HEAD DETAIL 12 WOOD DOO,' (SEE FLOO L WOOD CAS P (VERIFY w/ PRE -HUNG O R E DOOR STOP BEYOND FINISH FLOOR VARIES BY ROOM (VERIFY SPEC's w/ OWNER) CONCRETE FLOOR SLAB (SEE FOUNDATION PLAN) a a NOTES: 1.VERIFY w/ OWNER IF SOUND INSULATION WILL BE REQUIRED. *CAULK AS REQUIRED 2. VERIFY HINGE SIDE w/ FLOOR PLAI TYP. INTERIOR DOOR THRESHOLD DETAIL 11 W 1 M r V� O W'^^ W r N�N W a REVISIONS BY DATE DER REVISIONS PM 08-21-14 REVISIONS PM 01-14.15 REVISIONS PM 02-13-15 REVISIONS PM 09-21-16 Al g FIRM-AA003379 A502 4 A301 B 3 A303 A301 A3U7 4 W�00� � I � 2 �0 d� h I II TO FRONT L'SCAPE LIGHT I STUB OUT {„w....� r"w�Y��°�p�d°"m,v"exi��✓�..���„+ ��,,, »via,. «ar �,� .�"m r�,�',,..�� M*""��--^�#��, r'.m eN�.. 4 It Ar F g > i 1 1 6 i 3 ENSER 2 ENSER 2 A301 LEGEND 'S��'YYMBOL J BOX W/OPT. FAN/LIGHT 1F'," PULL CORD FIXTURE O—j REC'D ADJUST. FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE 20 AMP I& DEDICATED 20 AMP OUTLET AFCI:& ARC FAULT CIRCUIT INT. GFC14D- GROUND FAULT CIRCUIT INT. WP GFCI 4& WATER PROOF GFCI ® 220 VOLT RECEPTACLE DUPLEX OUTLET n* DUPLEX SWITCHED OUTLET _'(9 2-WAY WALL SWITCH -EFia 3-WAY WALL SWITCH {Pr® 4-WAY WALL SWITCH {Pr® PUSH BUTTON -® DIMMER WALL SWITCH ' DOORJAMB SWITCH �— CABINEI dd FLOURESCENT FIXTURE ® RECESSED LIGHT FIXTURE OVP VAPOR PROOF RECESSED EXHAUSTFAN ®FAR INLINE EXHAUST FAN FLOOD/SECURITY LIGHTS Q ELECTRIC PANEL B ELECTRIC METER DISCONNECT �T THERMOSTAT SD(2) SMOKE DETECTOR ❑ry TELEVISION JACK S.C.- CAT 5E DATA, PHONE & TV D TELEPHONE JACK ® FLOOR OUTLET p FLOOR PHONE JACK ELECTRICAL NOTES GENERAL: FIXTURES', 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND°J" LOCATE THE METER & PANELS AS REQUIRED, BOXES, 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE, 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER AND AS SELECTED BY OWNER. CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY, 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY 4)ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. OWNERIARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 4) ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE CONSTRUCTION. APPLICABLE, UNLESS OTHERWISE NOTED, 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED, 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM T) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. CLEARANCE OF B" AWAY FROM CLOTHING. 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT 6) PREWIRE FOR GARAGE DOOR OPEN OR SENSOR. MANUFACTURER SPECIFICATIONS. OUTLETS: S) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP, 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER OUTLETS AS SHOWN ON PLANS, MANUFACTURER RECOMMENDATIONS. 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.EC. 680. POOL PER 2008 NEC 210.52. CONTRACTORSHALLPROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS 4)PROVIDE PRE -WIRED TELEPHONE& CABLE T.V. OUTLETS AS SHOWN ON PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL PLAN. PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL ON PLANS. (IF APPLICABLE) POODSPA EOIUPMEN . 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITH 12)ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVO FAMILY ROOMS, FLOOR, VERIFY EXACT LOCATION WITH GCIOWNER. PROVIDE IJ2' CONDUIT DINING ROOMS, LIVING ROOM. PARLORS, LIBRARIES, DENS, BEDROOMS, UNDER SLAB FROM WALL. SUNROOMS, REC ROOMS. CLOSETS, HALLWAYS, OR SIMILAR ROOMS TO BE SMOKE DETECTORS:. ARC FAULT CIRCUIT PROTECTED PER 2008 NEC 210.12(%. 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL 13) WIRES SMALLER THAN SHALL HAVE THHN INSULATION, kB&LARGER SIMULTANEOUSLY WI TEMPORAL SOUND. SHALL HAVE THWN INSULATION. 2) SMOKE DETECTORS TO BE LOCATED MIN 3'-0' FROM: RIA & SUPPLY GRILLS, GENERATOR NOTES: KITCHENS, BATH ROOMS. 1. THE EXACT LOCATION OF THE GENERATOR TO BE DETERMINED BY 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR.ELEVATOR OWNER/ARCHITECT PRIOR TO ANY CONSTRUCTION. NOTES: 2. GENERATOR SHALL BE LOCATED MINIMUM OF 1D FEET AWAY FROM ALL 1. ELEVATOR SHALL MEET NEC 62022-23; VERIFY LOCATION AND OPERABLE WINDOWS AND DOORS, INCLUDING THOSE OF THE NEIGHBORS. ELECTRICAL REQUIREMENTS OF ELEVATOR EQUIPMENT WITH MFG SPECS 3. THE GENERATOR EXHAUST SHALL NOT DISCHARGE INTO THE ADJACENT PRIOR TO CONSTRUCTION. PROPERTY. Z IF THERE IS AN ELEVATOR PIT LOCATED BELOW, PROVIDE WITH FLOAT SWITCH SENSOR: LIGHT FIXTURE SHALL NOT BE INSTALLED IN ELEVATOR PIT. 3. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING PER FMC 306.3.1. co t� TOM Ilm M O REVISIONS BY DATE DEP REVISIONS PM 08-21-14 REVISIONS PM 01-14-15 REVISIONS PM 02-13-15 REVISIONS PM 09-21-16 SO!`} NOV 20 2N FL-0011105 FIRM-AA003379 1 E201 B A303 A301 A 03 GROUND FLOOR ELECTRICAL PLAN SCALE. 1/4" = V-0" L3 I L3 a m� OUT600R LIVING / I III II 7ci II�� II GFCI BR AKFAST CF FCI _ �i KIT HEN 48"RANGETOP I mISHWASH®R. CI PREP M / 20-26 REF w U • DINING / Q1 U ILITY 9 CHAND. P GFCI A301 R TO REAR L'SCAPE COVERED TERRACE LIGHTS O 0 %IL I_I LM ou_ ❑ J I� I A EL OR Rwr ----)TO SWITCH BELOW TO L/ TO LIGHTS S W ITCH ABOVB'� BELOW \ \ TO FIXTURE ABOVE -A HB L / 9 L9 \I �RONT BA.LC NY TT II � III rER EDR00 SD/SA/CDD 7 HIS WIC 11, AHU 1 WP GF I MASTEE BATH SD/SA/CDD Q I TO FLOODS Iw (DS SA - -� (3) #CU INVC. (3) #1 IN 1 1/2" C. METER -VNATURAL� O O JC�S ATS IWA 1 PHASE150A 150A 120I240VPANEL PANEL 3/0 42 CKTS 42 CKTI M.C.B. M,C.B. NATUL UNDERGROUND TO FP&L� I L-i FROMDER� TIE-IN LOCATION -(3) 2/0 CU & (1) #6 GROUND (1) #2 CU TO BIB" GROUNDING IN 2 1/2" C. ROD, FOOTER STEAL,& COLD WATER PIPE ELECTRICAL RISER DIAGRAM PNL AMPS VOLTAGE CKTSjWlREj PHASE A 150 1201240 1 42 1 3 1 1 CIR# WIRE POLEJAMPS1 SERVING KW CIR# WIRE POLE AMPS SERVING KW 6 2 50 AHU#1 10.0 6 2 50 ACCU#1 3 C 6 2 50 ACCU#4 - 6 2 50 AHU#4 6.0 5 9 6 2 50 OVENS 5.4 10 6 2 50 COOKTOP 6.0 i9 12 13 12 1 20 RANGE HOOD 1.5 14 10 2 30 DRYER 50 15 12 1 20 IRON BOARD 1.5 16 17 12 1 20 SMALL APPLIANCE 1.5 18 12 1 20 GEN VAC 1.5 19 12 1 20 1 BAR REF 1.2 20 12 7 20 GARAGE DR OPENERS 1,5 21 12 1 20 BAR ICE 1.2 22 12 1 20 SMALLAPPLIANCE 1.5 23 12 1 20 OUTSIDE REF 1.2 29 12 1 20 BATH GFI'S 1.5 25 14 1 15 GEN'L LIGHTING 26 12 1 20 UC KIT REF 1.2 27 14 1 15 GERI. LIGHTING 28 14 1 15 GEN'L LIGHTING 29 14 1 15 GENT LIGHTING 30 14 1 15 GEN'L LIGHTING 31 14 1 15 GENT LIGHTING 32 14 1 15 GEN'L LIGHTING 33 14 1 15 GENT LIGHTING 34 14 1 15 GEN'L LIGHTING 35 14 1 15 GENT LIGHTING 36 14 1 15 GEN'L LIGHTING 37 SPACE 38 id 1 15 GEN'L LIGHTING 39 40 SPACE 41 42 SPACE GEN. L'TING(2823 BE@3W/SF) 8.5 PANEL' A' LOAD CALCULATIONS PANEL A TOTAL KIN 0.2 tat 10.0 KW Q 100% 10.0 LARGEST OF: HEATING @ 65% 9.8 33,400 W. COOLING @ 100% =138.2 Amps REMAINING KW a 40% 13.6 240 V. TOTAL KW 33.4 PNL AMPS VOLTAGE CKTS WIRE PHASE P(POOL) 60 12012Q 12 3 1 CIR# WIRE POLE AMPS SERVING KW CIRp WIRE POLE AMPS SERVING KW 1 B 2 40 POOL PUMP 1.5 2 12 1 20 POOL LIGHTS 0.8 3 4 12 2 20 BLOWER 1.5 5 8 2 40 SPA PUMP 1.5 5 T 8 12 1 20 POOL HEATER IGNITER 0.6 9 12 1 20 POOL CONTROLLER 0.5 10 1 SPACE 11 i SPACE 12 1 SPACE PANEL 'F LOAD CALCULATIONS I.t 10.0 KW@100% 6.3 LARGEST OF: 0.0 HEATING C 65% (6.5 KW) COOLING @ 100% (KW) REMAINING KW A 40% TOTAL KW 8.3 ELECTRICAL NOTES GENERAL: FIXTURES: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND"J' LOCATE THE METER & PANELS AS REQUIRED. BOXES. 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED 3) WHERE REQUIRED BY OTHER CODES; SERVIC®AND FEEDER AND AS SELECTED BY OWNER. CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. OWNS IARCHITECTIINTERIOR DESIGNER,' UNLESS OTHERWISE NOTED. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 4) ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE CONSTRUCTION. APPLICABLE, UNLESS OTHERWISE NOTED. 6) ROMEX MAY BE USED WHERE CONDUIT 13 NOT REQUIRED. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM 7)SX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. CLEARANCE OF 6'AWAY FROM CLOTHING. 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. MANUFACTURER SPECIFICATIONS. OUTLETS: 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS, 1) ALL COUNTERTOP RECEPTACLES SMALL BE GFCI OUTLETS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER OUTLETS AS SHOWN ON PLANS. MANUFACTURER RECOMMENDATIONS. 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT 11) PROVIDE DISCONNECTS FOR POOL PUMP PER NEC. 00. POOL PER 2008 NEC 210.52. CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS 4) PROVIDE PREWIRED TELEPHONE& CABLE T.V. OUTLETS AS SHOWN ON PRIOR TO INSTALLATION, ELECTRICAL CONTRACTOR TO MAKE ALL PLAN. PROVIDE OPTIONALPRE-WIREDHIGHSPEED DATA OUTLETS AS SHOW CONNECTIONS PER POOL COMPANY DRAWING& VERIFY LOCATION OF ALL ON PLANS.(IF APPLICABLE) POOUSPA EQIUPMENT. 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITH 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT§ERVE FAMILY ROOMS, FLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 112' CONDUIT DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, UNDER SLAB FROM WALL. SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS QR SIMILIAR ROOMS TO BE SMOKE DETECTORS: ARC FAULT CIRCUIT PROTECTED PER 2008 NEC J10.12(B). 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL 13) WIRES SMALLER THAN#6 SHALL HAVE THHN INSULATION, #6 & LARGER SIMULTANEOUSLY WI TEMPORAL SOUND. SHALL HAVE THWN INSULATION. 2) SMOKE DETECTORS TO BE LOCATED MIN 34I' FROM. RIA & SUPPLY GRILL; KITCHENS, BATH ROOMS. GENERATOR NOTES: 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARI 1, THE EXACT LOCATION OF THE GENERATOR Td BE DETERMINED BY & SMOKE DETECTOR. OWNERJARCHITECT PRIOR TO ANY CONSTRUCTION, ELEVATOR NOTES: 2. GENERATOR SHALL BE LOCATED MINIMUM OF IP FEET AWAY FROM ALL 1. ELEVATOR SHALL MEET NEC 62022-23, VERIFY LOCATION AND OPERABLE WINDOWS AND DOORS, INCLUDING THOSE OF THE NEIGHBORS, ELECTRICAL REQUIREMENTS OF ELEVATOR EQUIPMENT WITH MFG SPECS 3.. THE GENERATOR EXHAUST SHALL NOT DISCHARGE INTO THE ADJACENT PRIOR TO CONSTRUCTION, PROPERTY. 2. IF THERE IS AN ELEVATOR PIT LOCATED BELOW, PROVIDE WITH FLOAT SWITCH SENSOR; LIGHT FIXTURE SHALL NOT BE INSTALLED IN ELEVATOR PI' 3. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING PER FMC 306 3.1. 6,300 W. 240 V. =26.3 Amps REVISIONS BY DATE srossQ DEP REVISIONS PM 08-21-14 MQ" REVISIONS PM 01-14-15 ro's es Q REVISIONS PM 02-13-15 VI a 44 REVISIONS PIA 09-21-16 x i� W ,L rF I;i PNL AMPS VOLTAGE CKTS WIRE PHASE B IN 1201240 42 1 3 1 CIR# WIRE POLE AMPS SERVING KW CIR# WIRE POLE AMPS SERVING KW 6 2 60 ACCU #2 - 6 2 80 AMU #2 10.0 3 4 6 2 N ACCU 03 - 6 2 50 AHV #3 5.0 7 6 10 2 30 WATER HEATER 4.5 10 2 30 DRYER 6.0 18 1z 12 2 20 Kltp en DW & Glop 3.2 12 2 20 RACK POWER 5 15 18 17 12 1 1 20 1 KIT REF 1.5 18 12 1 20 2ND FL REF 1.2 19 12 1 20 KIT FRZ 1.5 20 12 1 20 WASHER.I DB 21 12 1 20 SMALL APPLIANCE 1.5 22 12 1 20 WASHER2 OB 23 12 1 20 WINE 1.5 24 12 1 20 BATH GFI'S 1.5 25 14 1 15 GEN'L LIGHTING 26 14 1 15 GEN'L LIGHTING 27 14 1 15 GEN'L LIGHTING 28 14 1 15 GEN'L LIGHTING 29 14 1 15 GEN'L LIGHTING 30 14 1 15 GERL LIGHTING 31 14 1 15 GEN'L LIGHTING 32 14 1 15 GERI. LIGHTING 33 14 1 15 GEN'L LIGHTING 34 14 1 15 GEN'L LIGHTING 35 14 1 15 GEN'L LIGHTING 36 14 1 15 GEN'L LIGHTING 37 SPACE 38 SPACE Lne-1 I I I 1 40 41 1 1 1 1 42 GEN. LTING (2823 SF @ 3WISF) PANEL'S' LOAD CALCULATIONS PANEL O TOTAL KW= 47.0 '£d5 1st 10.0 KW Q 100% 10.0 LARGEST OR HEATING 65% 9,8 30,100W. COOLING Q 100% 240 V. ' 125.4 Amps REMAINING KW 1%40% 10.3 3" TOTAL KW 30.1 SYMBOL LEGEND J BOX W/OPT. FAN/LIGHT C PULL CORD FIXTURE ©� REC'D ADJUST. FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE 20 AMPS DEDICATED 20 AMP OUTLET AFCI:(D- ARC FAULT CIRCUIT INT. GFCI :@� GROUND FAULT CIRCUIT INT. WP (I WATER PROOF GFCI 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET f4)_2 2-WAY WALL SWITCH _bl)a 3-WAY WALL SWITCH _W'® 4-WAY WALL SWITCH -64® PUSH BUTTON _Y4m DIMMER WALL SWITCH ' DOOR JAMB SWITCH -� FIXTURE FLOURESCENT FIXTURE O RECESSED LIGHT FIXTURE OVID VAPOR PROOF RECESSED ❑® EXHAUST FAN ® INLINE EXHAUST FAN FLOOD/SECURITY LIGHTS Q ELECTRIC PANEL ELECTRIC METER DISCONNECT �T T BE Aft SO Q S 1DELE,T I' 0 L a Kf 'o r ® SC--C A F 5E DATA IHONP. TV TELEIHONFJACK FLOOROUTLET - D FLOOR PHONB LACK e a I I NOV 2 8 ns a FL-0011105 FIRM -A, rF 11T FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4" = 1'-0" Fit-IVIT FAKV I L � y v E202 \ \ a \ o N `VIP AST R \ A I �3 \ SD/SA/CDD °w CI VIP WI 0— VIP BATH DIEM_\ U.C. REF`I / GE,— //3` -' / I AFCI A303 I I I I I I I REAR BALCONY GFCI \ BEDROOM 3 I I d SA/CD 4\ La--L 9 II II II II � II 0 I II t = I I - III J- 4 BEDROOM 4 K\ 3 \ / QSD/SA/CDD / AT �Q 1 WIC � BATH 4�\ �OSD/SA/CDD I �" WIC 4 O "YVPC,� 11T7r I I \ SWITCH BELOW I o>H CD L9 FRONT BALCOl';Y 2 SYMBOLLEGEND / F J BOX FAN/LIGHT GHT C PULL CORD FIXTURE If)-> REC'D ADJUST. FIXTURE CEILING MOUNTED FIXTURE y F _ WALL MOUNTED FIXTURE 20 AMP :@- DEDICATED 20 AMP OUTLET AFCI $ ARC FAULT CIRCUIT INT. GFCI GROUND FAULT CIRCUIT INT. WP GFCI n(a WATER PROOF GFCI ® 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET i692 2-WAYWALLSWITCH _b4® 3-WAY WALL SWITCH -EfgE 4-WAY WALL SWITCH _6E)a PUSH BUTTON -609'm DIMMER WALL SWITCH DOOR JAMB SWITCH FLOURESCENT FIXTURE O RECESSED LIGHT FIXTURE OVP VAPOR PROOF RECESSED w ❑®� EXHAUST FAN INLINE EXHAUST FAN FLOOD/SECURITY LIGHTS Q ELECTRIC PANEL g ELECTRIC METER DISCONNECT O THERMOSTAT SD Q SMOKE DETECTOR E TELEVISION JACK 60. S.C.- CAT 5E DATA, PHONE & TV D TELEPHONE JACK' ® FLOOR OUTLET D FLOOR PHONE JACK ELECTRICAL NOTES GENERAL: FIXTURES'. k)CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND%HALL :)PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND"J" LOCATE THE METER A PANELS AS REQUIRED. BOXES. 2 ALL WIRE SHALL BE THHN COPPER UNLESS NOTED OTH ) FliNA%E. 2 ELECTRICAL FIXTURES TRIM AND APPLIANCES SHALL BE UL APPROVED BY OTHERCOFEQUALAICEAITY. ER ANLL AL CONDUCTORS SHALL CONDUCTORSCOPPER OF EQUAL AM LIGHECTED TURFS AR, 3) ALL LIGHTING FIXTURES AND FANS SELECTED b LOCATED SV IT METALLIC ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. OW INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. E , U TO 5) RACEWAY INSTALLATIONS WITH OTHERTRADE$PRIOR TO ARCHITECT SETFOR ALL FIXTURES WHERE CONSTRUCTION. CONSTRUCTION. APPLICABLE, UNLESS OTHERWISE NOTED. APPLICABLE, UNLESS OTHERWISE NOTED, 6) MAY BE USED WHERE CONDUIT NOT REQUIRED. 5)FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE MINIMUM BE USED D EXROMEXCAB LIEU OF RIGID T) EX CABLE CLEARANCE OF 6" AWAY FROM CLOTHING. VERIFY L C0 S WITH E BREAKERS WITH EQUIPMENT FOR GARAGE DOOR OPENER SENSOR, MANUFACTUREONDUCTORSION MANUFACTURER SPECIFICATIONS. OUTLETS: OUTLETS: DISCONNECTS 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOAD6. I I ALL COUNTERTOP SHALL BE GFCI OUTLETS, PROVIDE NON -FUSIBLE GENERAL SAFETY SWITCHES AT AS EQUIP. BREAKERS FOR A 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR AN AT CIRCUIT PARLOR BREAKER PANEL AND AS PER OUTLETS A ON S. MANUFAD CTURERJMPS RECOMLE DATA MANUFACTURERONNECT VOLT 15A D20 AM 3)ALL VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT 11) FOR POOL. DISCONNECTS FOR FOOL PUMP PER N.E.C. 08 210.52 PER 2008 NE RA PROVDE ELI C CONTRACTOR CONTRACTOR ITH A WITH ALL LOADS RE-WIR C) PROVIDE PRE -WIRED TELEPHONED CABLE TV. PRIO INSTALALL 1. CON RACORTM PRIORTO INSTALLATION. EILECTCOMPANY TS AS SHUN PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN EDOUTLETSDAOUTLETS DRAWINGS. VERIFY CONNECTIONSPERPOOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL IF LOCATIAKE ON NPLAPROVIDEFOPTIONAL ON POLISPA E POOLL AN RECEPTACLES, 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITH 5)FOR FLOOR 12) 12 VOLT 15 20 PARLORS THAT SERVPRIES FLOOUNDER. LOCATION WITH GCIOWNER. PROVIDE 112' CONDUIT M, LIVING ROOMS. DENS. BEDOOMS, DINING ROOM, DINING ROOMS, LIVING ROOMS. PARLORS, LIBRARIES DENS, BEDROOMS, SLAB FROM WALL. ILASFY FROM W SIMILAR ROOMS TO BE SUN ROOMS RECARC ROOMS CUED SMOKE SMOKE DETECTORS PER ARC FAULT PARLORPROTECTEDPER2008NE 2W8 NEC210 IIALLSMOKEDETECTORSO HAVE BATTERY BACK UP AND SIGNAL 13) ES INSULATION, k6 SHALL HAVE THHNINSULATION, #38 LARGER EOUSLY Wl HAVE TH NINSUIN BHIU-L HAVE THWN INSULATION. SHALL 2) SMOKE ATEDM DETECTORS TO BE LOCATED 2) SMOKE DETECTORS TO BE LOCATED MIN 3'-0" FROM: RIA 8 SUPPLY GRIlL6, KITCHENS, BATH ROOMS. GENERATOR NOTES: 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE AIARN LTHE EXACT LOCAT OF THE TD BE DETERMINED SY RI YCONSGENERATOR A CONSTRUCTION. R$HAECTLL ELEVATOR E RNOTES. ENERATO E LOCATED 2 GENERATOR GEABLE OTHOFEO AWAY FROM ALL 1. VERIFY (.ELEVATOR SHALL EVATOR SHALL AND 0 22-23;ELEVATOR O WIRSWllL NDRS.INC INCLUDING OPERABLE WINDOWS AND DOORS. INCLUDING THOSE OF THE NEIGHBORS. EMEETNTS OF MENTION WITHM ELECTRICAL REQUIREMENTS OF ELEVATOR EQUIPMENT WITH MFG SPECS 3. THE GENERATOR EXHAUST SHALL NOT DISCHARGE INTO THE ADJACENT N. PROPERTY. 2PRIOR .IFTH RE IS AN ELEVATOR 2. IF THERE IS ELEVATOR PIT LOCATED BELOW, PROVIDE WITH FLOAT R: SWITCH SENSOR: LIGHT FIXTURE SHALL NOT BE INSTALLED IN ELEVATORPIT 3. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING PER FMC 306.3.1. 40 ,:. A A30] A303 SECOND FLOOR ELECTRICAL PLAN SCALE:1/4" = 1'-0" I REVISIONS BY DATE T"""' Q. DEE REVISIONS PM 08-21-14 St M2 REVISIONS PM 01-14-15 � Q REVISIONS PM 02-13-15 4 REVISIONS PM 09-21-16 0� Lu 0 Imv i a 20% M � S FL-0011105 FIRM-AA003379 SECOND FLOOR ELECTRICAL PLAN 8 E203 r J 211-8" 14'-411 66'-6" ( F1 1-4" W-2" 91-1" 91-1" — I J ep °' 9'-11" — CAN � I N CaB1 POOL AND POOL PIL IN BY OtN1=R I T7177IT17 I ITF M GB1 G51 --- :: 4-1 dJ 4-0 I,'-4" 71-0n -11_4n l7 I I� I � I I PATIO DECK ABOVE I- I FF 11'-2 i° I ,2 ,2 � 4 f 0rc -- EL -- -� .! Ibw A — u1 1 22'-On 25'-2" 6'-10" 3'-8" ,'-9" 5'-3n 11_gu 21-3u 171-6n SPC DPC :I a I I_ 4/1215 . 77 ,g I Ls �CsB3 5" NON-REINF CONa SLAB MV I}" 221_4" 5140— DEEP 84WCUT& MAX PANEL 812E 25 $a FT. TYP. THROUGHOUT. T 1 Q ;fl n T= 8" a"u LAW Nrs LNPER STAIR FOR SUPPORT. 3, VERT I a I I I I V I Il"1 G$I GBI I C +Q GBI G$I r — — — --- ------ —GBi — 7 4'-7" FF 13'-4 iv ;•CANTV,J Y I GBI G61 c7wr� 1�/ ' q H .1'-411 10'-I0n 31-641 14'-4" 81-1" */ cx ls'-a eP( CRANK BAR AS 91-2" 25'-8" 661-6" FOR STEP. pal_2" 03 TIES • 12" C GRADE 5EA f 60HEDULE MARK 1 MD. x HT ELEVATICN At TOP OF GB REINFORCING 03 WOO" (TYPE T-V REMARKS TOP MID I BTM I Cs61 20 x 24 4-0 FT. NAIL WOO - 4) % s S" T.U. GW 20 x 20 40 FT. NAVp 4) % - 4) 6111 T.O. GB3 20 x 24 707 FT. NAVP l4) 05 - l4) +S • 8'I T.O. ELEV. PIT C04 20 x 18 1 1.8, FT. NAVP (4) +S - (4) 5 NOW REQ10. STAIRS Q95 20 x 24 731 FT- NA1 V 4) % - 4) 4b • 8" T.U. ENTRY STEPS Oft i4 x 14 ,.87 FT- NAVp l2) % - 3) +IS 8T.• 8" T.O. ELEV. PIT tv 211 STEP INDICATES 16" DIAMETER AUCsERCAST PILE W/ A CAGE OF (b) 01 VERT. W/03 TIES • 12" O/C FULL DEPTH OF PILE. EST. LENGTH 18 28.5 TO 31 FT. BELOW EXSTYx GRADE. PILE CAPACITY SHALL BE 30 TONS PILE NOTES AUGERCABT CONCRETE PILES PILES 8HALL BE POURED TO PROPER ELEVATIONS ALLOWNG A MINIMUM OF 12' OF PILE STEEL TO PROJECT NTO CAPS AND GRADE BEAM. ALL PILE WORK 6441.L BE DONE ACCORDANCE WITH OWCOM MOVATI" FOR DE810N. MANUFACTURE, AND N87ALLATION OF CONCRETE PILES' NO.10-50 N ACI 543R-14(80) PILES SHALL HAVE THE SPECIFIED CARRYNG CAPACITY. AWGERCAST CONCRETE PILES SHALL BE MADE WITH A CONCRETE MDC DESIGNED BY A*COGNW TESTNG LABORATORY TO ATTAN A STRENGTH OF 5000 PSI N 28 DAYS. WIA MNFFAA#9h1 6" SLUMP. FOLLOW ACI REC 1111M RATIONS FOR SALT ENVIRONMENT. o� SHORT WAY LONG WA DOUBLE PILE CAP (DPC) 6 01 VERT. CONT. BARS GRADE BEAM (REFER TO PILE LAYOUT) EXTEND REIhPORCMENTS 18" INTO GRADE BEAM TYPIGAL 16" DIAM. AUGER-GAST GONGRETE PILE NT5 �4'S EACH WAY TOP 4 SOT. I SINGLE PILE CAP (Sp) % • 16" O/C VERT. TO ROOF 8" CM 814AFT WALL yl, NON-RENF. SLAB 61, ROW. SLAB W/ "12" OC EW BTM. OELEV. PIT DETAIL SCALE. NT.B. c .4:4 c 0 .:0 1 I c - ill r. RLPMONS BY DATE leer Won W Z W w �I 9 O O U AU ICI 1 !"'1 N O� Wa F4 o H x z _J - W: U a o`er• uJ = PE 405 EB sm nv S4 s 0 8" O.C. TOP W/ 36" HOOK INTO REAR OF 115-1 "'5 • 12" O.C. TEMP. — V-4• YI'-lY• y.-4.l u,-b- Aw.2 . V-1v.1" oc e 4— e ® Eta 0 Q = = Mimi HIMSEE ®.. �ti DETAIL 61661, ►t•1•tttttt rtttt•-•tt I•tttt-tttt•-. J•t••'�•t- - - = - 0 ■ _ K = - = II_ _. _ = _ 1 1 — , ®— J11111I�t��1�111�_ _ _ rw _ �„- . _ _ I-_ r AM TYPICAL > Ilc it Ill ,• — � li�l _ s CRAWINTO o n h ® STAIRS I� COLUM ATOP C14 CONC. COL. TO 25-12. — II il— 1111111111111111111111011111 T�OS���■�'� ��6����� ���II�� - I!I _ ■�� CIO PASS STL. _ ® _ _ ■��:I IIIIIIIIIIIIIIIIIIIIII�UIII � � •- ■�_ IRS ■■1 __ DETAIL 6/66 ii=_ , •H�.�tl�i S�HENO E.Gi WlflWlr AID7 Ee�R Lei 0 = IIIIIIIIIIIIIHIM IIIIIIIIIIIIIIIIIIIIIIIIIHII fl ii.l �\\":�,iOi! III IIIIII IIIIII IIIIII IIIIII ` IIIIII IIIIII�� IIII IIIIIIII �IIIII II I. =��IIIIII mir"' 11 i""'" ! """""' "11IIiIIIIIII MIL 1111111111111111111111111111111111111111D'_ == =_ _�■ _ _ all O.C. TOP Il ili WK INTO =gmIIIIII -.. = ." 1211 O.C. TEMP. 2'-4" L 1b4" 141-411 C9 I C9 C9 C9 31-ID" 61-00 1 61-4" 1 61-an 101-10" 31-0" L W-10" , 05 • 2311 O.C. TOP •W/ 36" HOOK INTO REAR OF 115-5 -S • 12" O.C. TEMP. 45 • 2311 O.C. TOP W/ 36" HOOK INTO REAR OF 15-5 45.12" O.C. TEMP. f 1w=11-V SEAM 5CHEDULE NOTES L SCI$D6 M HOOPS AND STRRM NALL BE PLACED AT EACFI END (EP, OF BENT OR INW)611oltT ITOJ BEAM AS lDICATED ON BEAM SCWEpJI-E STIRI M SHALL BE nM 6-3 MP HOOPS SHALL BE TYPE T-T rM AL CFM BAR DOM LNMG OTFEI®IIN NMV. 2. ALL BEVY (MAW 15') TOP 5AFA &ALL BE Ca1TN4gop8 AN IM OTHEII&M NOTED 3. ALL TEE BENTS (MAW •189 REWOW44 SHALL BE CCNTN W THROYGH TEE-BEAM6 ONLY. 4. DROP BOTTOM OF TIE BE" AS IMUMM AT W = < DOOR HEADS Or MAX) ADD 2-45 BOTTOM F DROP E>aCEED6 W. S. TO! BEAM $ 4 =1 DEPMB AN MHW AND MAY BE MCF EASED r TO FIT BLOCK WOW 6. ALL ADDED LONGITI NAL BEAM RENFOMTNG SHALL MXTSND 6" MW W MO SHPPORT Uh M OTHMIN NOTED. 1. REFER TO 6 MAL NOTES FOR NFORUTION ON CGNk2F6TE AND 41M SPEOMCATIOTE;. a CONCRETE FOR CCUNU AND BEAMS SHALL HAYS 4000 ft CCMPPENVE 6TR?GTH AT AT 26 DAYS WMH 81EERPLASTI UM S. ALL TE BEAMS SHALL HAVE (4) •S TES EACH WAY • 12• ME • CORD. ADDITIONALLY, AT BAICNI WR R ADD (2) 6ID' CORER Dow (w I EW) • OYTS11M FACE. 0 T tDOROM TOP EIC lm comm DII19RM'V 1l n O rnD-DePnl CENTSI.PE IA N M FACB 9/12B (OLa CUM= FACE U_ M61DE LAYER T OL GUTft :LAYER H NORIZOWAL V VRRICAL EW EACH WAY ,t9•IP. ,8'IFER4,L1� z aLAcoD 1RpMr}.11.! TC REINF'G. MARK LEGEND --LEGEND GROUND FLOC RE[W. SHALL NON FRANGIBLE WALL TO FIRST FLOOR WALL III. e Ebert E. Agdw ► III P.E. 41 3000 Fk ids Bodevacd Suite 206 Ddmy Beady FL 33483 �ii.�N�BBwmv►2.mt PE4=6 =SM i REMONS BY DATE FIRM W /" V� Z A� W CA u z Op V A� w N o� a W14 r� Q • z —_ w co S -2 I," --hog• 12'-0" HIGH WALLS. 45 * 32" O/C 14'-0" WIG 4 WALLS: 15 * 24" O/C AGSTEN ENGEREEMG BM SECOND FLOOR FRAMWG PLAN �$ •E• U4"=146 Suite 206 Dekty Bowh, FL 33483 CNN) 472- MU Gh MPNOSOMMULM PBUM Mew REVI IO BY DATE PEA'AT IO/bAi W U� A� �z o© U A� N a o� Wa Emq w O ' Emi 11 00 U .1� Utz LU ILE Co" S-3 6T1. 111 FRAMING NOTES THE TRUSS LAYOUT 5W" ON INS % Eff 15 SCHEMATIC IN NATURE.HOPvvM TFE SUPPORTING %ft55-Mz1 ;r: HA5 BEEN M 5MEV UNDER THE A55UhPT10N THAT 1M FRAMING 5C EM SNOMI WILL CLOSELY PARALLEL. FINAL VMS P.916NER5 LAYOUT. QP r v - V♦ I I' I r. ICI •' THE STRUCTURAL DE516N OF BUILDING HA5 BEEN CALCALATM FOR ALL MISS LOADS, ALL LATERAL LOADS ARE PER12BEM AR TO FLATS TRUSS DE516NER5 MIST PROVIDE ALL TRU55 CONECTION5 A5 PART OF THE DMICK PROVIDE 24 BLOCpNS OF ROOF %EATNNS FOR A 15 FT PERRIETER ARAMD ENTIRE ROOF. NAIL WITH 8d 6ALV. MNb� NAILS. 4' O/C. JOINT5 AND 6' 0/C IN FIELD. NAIL PER AMEIWLM PLYWOOD A56MIATION SPECIFICATION5 THROU614 500 CDX PLYWOOD. Al SHFATHMiG "I CDX PLYWOOD. Al SH ATHIM NAILINS Hd Mr*M® NAL5 0 V O/C JOINTS A® 6' M FIBS (PER WE 3). ALL GIRWO AM TRIPLE aALVINOV (61PIPSM ANCHORt) TRUSS ANCHOR SCHEDULE (elreleaa z-MAx coATmo OR Ea".) CONN11=10141 N0. OF Wi LAT. CAP. (TO TRYee urLp r Rg7A1VG6 MAW TYPE IDENTIFICATION PER9rl PARALLEL (MM) TO WOOD OR-P. WrOM 4 1 17 - -O- -O- W" b. WRAP ovo 1GT CHORD bR O6MP. Age CLIP I 6 - 6TO Ill b. -O- b•. Ed NAWA, i PER PACE TO CONC. FiTAL7O 1 14 4" 40b& WO b•. Yb b. W( NAiL(W OvM GWOM C TO WOOD wMp w aD 4 R 9 - -o- -O- WR4r OVERR TOP CWOM bA+ O GIMP. ASS CLIP I i - iT0 b1. Gee ba -0- b. .d NAq.6, 6 PER FACE G014 A'I GON PWAL7 1 0 4° WW b. WV NAIL(W OVER C4101® a TO WOOD NIP MEN) 4 t It - -0- -0- WRAr Qvm TOP CHOI®bG O0MC- S. Ate CLIP HUETA24 I I i W - 4` LTO b. 340 b. 6te b. 80 b. -O- b. b•. Ed NAILA, i PER PACE W/ NA)L(W OvCR CHOIm b et't! fWMdYKT I 11Ge b. We6 b. NO b. Gr1P. ""LIE616A6TEMM a NO.OF 8/4" x e" FRL /LL TNRGmIeDDe Ai�iW/ R1114APKA MA1K TYPE 10 aPICA 60'"U N 22M.!A) - S O (AT TO 1 10ee0 b. SM ePEcb. FOR 7 PER -am OT O tit TO SPIPe0N HEMS 1 Now Ibn. en Grace. PM ! MAR w O W To e11"e1eoN Fw 4 1 12DO b. an GraCA. POR 4 MCMaCR OT O w TO 6FIP11ON 1 64M be. am 6ra1-e. FOR 7 M 11M OT O W TO GPIPSON d'4. MD12 1 IbAte be. an MUM FOR a rrogi� .T OGT TO GlhlreON FOLLOW 4T TO WOOD POST. WD Poor d2LM6xM= I ZWD LO6 Orem USE 1I111Ie6 COL UPLPM OTo OaW_ Ill H6AMMTA I Gee bw b. NO bw GI'IP. $11PKINS PASYW*M Of MMPGM OWAL20 I O 4" L! b. 74eiO 11V NNLlW OVER CHOIm OTO CGWG MID 101161110411111) 1 320 b. y7 / 76111, b.real FOLLOW GPEes. HANSM 6 ALL II°LF78MOAN b WO- LWAMPM W At rrFrA.. b N4Le AR: Mlx1Y LQtl c Nu.era�HnGFIRrGAlelaeeAaeoasna' d 1t4eTCeb6V SlPtGtF 4'$AFI'6cN e!'A:6 WIND PRESSURES (SEE PLANE) M6AIiK -11/03 8❑ -60 / +4T r -M / +4T H -80 ALL WALLS Al tl•!fS LEVEL: 5e4ID°o/c Ap=1)-0G REVISM BY DATE reenr Io)10)IG W U� W � n VJ Q 00 V A� ^'A1 ` V VJ W H U a� U x 0 `\ VO C/ * fill k � ` i PE 430 CY me f FICOPY E a f S-4 DEPTH BEAMM PLATE W/ 2-5/8° DIA ANCHORS, FAEWCATE AS 81,10WIN 1 V2" X 1 112' X 5/8" \__Z FILE LDS cO IaMNJ OTYP STEEL COLUMN CAP FOR CONC.5EAMN•. CON!, 5L)C WALL TYPICAL ROOF CONSTRICTION (2) 2x8 LEDGER W/ 5/B" DIA THREADED RODS (OIR "J" BOLTS") a NN" OG. MAX UV EPDXY BOND EMBEDED 5" MIN. INTO GROUT FILLED MAR. 5 VIEW. BARB IN FILLED CELL (2) 2x10 LEDGER W/ 3/4" THREADED RODE a 16" OG. MAX W/ 2" ULd,81.BR8. STAGGER IN OF CENTERLM OTRUSS TO MAS. WALL/ CONC. SEAM w FILLED CELL NTS m GIRDER TRUSS (SEE FRAMING PLAN) LFLFM W/ M 314' e(XTS 3 FLY TRUSTS 87000 2 FLY TRUSS 87000 1PLY IRUSS 4600m FOR ALT, THROUGH BOLT DIA. SEE SCHED. THIS SHEET 1/4" FILLET WED ALL AROUND STEEL COLUMN, SEE FOUNDATION PLAN FOR COLUMN SIZE /4" STL PLATES v ALL PLATES = 1/4" STEEL COL./ SIDE BUCKET N.ToS. 3'PN 1 3'iN t mm 9 1/4 1/4 1/4 1/4 Ln sl S1 82 82 Em 91IR :w IF g�q sI1L aw S"MIN. 9. MR x Bw Eao sw m »ur Ims oA SWAN mm oft sowms 19"mnm MwF" AS SOHUID As scvv" BENDING DIAGRAM (IMMOff aR"r6W :AL CONM MILK WALL OR "A" FOR WOOD- SEE BCH. :AL ROOF CONSTRUCTION 6 LEDGER W/ 5/8" DIA THREADED RODS 'J" BOLTS") a 16" O.C. MAX W/ EPDXY BOND VED 5" MIN. INTO GROUT FILLED MAR. 2x8 LEDGER UV 5/8" THREADED RODS 6" O.G, MAX W/ EPDXY BOND OTRUSS TO MAS. LUALL a, FILLED CELL NTS • IVD NAILS • 3" O.C. THRil DECKNG TO NAILER (1) 2X6 P.T. LEDGER - W/ 1/4" DIA X 3 ?;;` ,• ;! 1/2" TAPCONS a 6" ,A •r,.1R O.C. TO TIE SEAM LEDGER LD A }PARALLEL TO TRUSS 0 LEDCxEfiiS N.T.S. 'BIRDER TRUSS 'SEE FRAMING PLAN) UJEDGE ANCH. (EMBEDMENT 5" MIN-) SOLID GONG. FILLED HANGER s 114" STL. SIDE PLATES FOR ALT. THROUGH BOLT DIA. SEE SC 450. SHEET S-6 G TY10. BUCKET DETAIL N.T.S. SIMPSON A35 CLIP ` W/(4) 00 NAILS EA, FACE ' -2A blocking baimm *+ �~ (2) 2X8 SYP PT LEDGER WON DIA. ANCHORS Old 5" EMBED. Vf� Ore m (2)2X4 nailer LU/ 1/4" DIA, X 3 In" go All; TAPCONS •12" O.G. . ' . -NAIL 2ND 2X4 TO a FIRST W/ 8d NAILS 'l QQ LEDGERN ICU A LD FLOOR TRUSS I/4" STL. PL. PWAL ROOT SYG M 24'-0' Ai# TB 44i2 FT NAVD ,i, l4'-0" AFF ro 4 34ET Ft. NAVD 0'-0" AM TB 20Ej FT. NAVD W "m k1A - Ib'-10 I/2" DFF -GARAGE ' 4D FT. VD PRE NNOINEER FLOOR Tfamm a 24" O,C. MAX PRE ENGINEER FLOO2411 0r— MAX GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW 'FLORIDA BIIIL.DING CODE 2014" AND "ASCE 1-10" AND ALL APPLICABLE AMENDMENTS AS ADOPTED BY ST. LUCIE COUNTY. 2. BUILDER SHALL CO-ORDINATE ALL. THE WORC OF ALL TRADES. 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT J00617E PRIOR TO STARTING ANY WORK AND NOTIFY ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER 8164A4LL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS, OR OMISSIONS. DO NOT SCALE DRAWINGS. 4. VOMIT MINI'W IWM (3) COPIES OF SHOP DRAWINGS AS REQUIRED. ALOW ONE WEEK FROM DATE OF RECEIPT FOR REVIEW. 5. BUILDER 18 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STFLCIURAL M&MRS DURNG CONSTRUCTION. 6. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA MINN, WFERE SPLICED AND SHALL BE UIRED TOGETHER PROVIDE GB CORNER MARS SAFE: SIZE AS HORLZ. BEAM REWORCM AT OUTSIDE FACE. LAP 48 BAR DIA MIN. 1. STRUCTURAL WOOD *0 TI•EER FIRAMIM SHAD. CafOR9 TO THE "TIMER CONSTRUCTION MANUL" AS PUBLISHED BY THE AMIERICAN INSTITUTE OF TIMBER CONSTRUCTION, LUMBER SMALL W SYP NO2 OR BETTER S. STRJCC1UR41_ STEEL SHALL C4hFOR'1 To THE AIBC "SPECIFICATION FOR THE DESLGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATER, ANCHOR BOLTS - A 50 MAC 4ME BOLTS - A 325 TUBULAR - A W0- GRADE 5 (46 K80 STEEL SHALL 19E HOT DIPPED GALVANIZED. 3 WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 0BTRJCT1,11114L WELDING CODE". ELECTRODES FOR FIELD AND SHOP UELDS SHALL BE AWh A5J SIMM A. TRUSS MAMFAGTLMR SHALL W91"1IT FOUR (4) COPIES OF SHOP PRAAUIdGB APO ENGINEERM CALCULATTONS, SIGNED AND SM4I.W 15Y A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRIM 0004 FOR APPROVAL FOR REVIEW PRIOR TO RABRICATICNL IL ENGINEER ACCEPTS NO RESPONSIBILITY FOR GRADE BEAMS, SLABS, FOOTINGS, AND OTHER STRUCTURAL ELEMENTS UNIM REVIEW OF APPROVW CONCRETE ROOF AND FLOOR SHOP DRAWWNGS SIGNED AND SEALED 15Y A FLORIDA REGISTERED ENGINEER. 12. CONCRETE SMALL CONFORM TO ASTM 054 AND SHALL HAVE 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. E)OCEPTION: PILES ARE WOO PSI. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WHIN ACI316 AND ACI 30L ALL C 4CRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530. Pon - 500 pal 13. MIN"J'l CONCFRETE COVER OVER REINFORCING SHALL 15E: SLABS ON VAPOR BARRIER - 3/4" a AUMS AM COLUMINS - I U2" FORMED CONCRETE BELOW GRADE - 2" 44FOR•IED CANE BELOW GRADE - 3" K REINFORCING STEEL: GRADE 60 MY"60000) ASTM A615. S. PLACING DRAWINGS ON BAR LISTS $HALL CONFORM TO ACPS "Al" OF STANDARD PRACTICE FOR DETAILING REINFORCED C:ONCRETS CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL MST17M UNLESS NOW OT14EFWSE. 16. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "71•E MANAUAI. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS FLBL (SHED BY THE CONCRETE IREINFORCING STEEL INSTITUTE UNLESS NOTED OTHERISE I'l. ADEQUATE VERTICAL AND HORIZONTAL. SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. IS, . ALL CONCRRETE SHALL HAVE &APE ILASTICIZER ADDED FOR INCREASED WORKABILITY AND PREVENTION OF REINFORCNG STEEL CORROSION. EXCEPTION. S" NON REINFORCED GARAGE BLAB. 13 NOTE TO STEEL DETAILEFWA9RCATOM HOOP SIZE ON GRADE BE" SHALL BE CALCULATED AS FOLLOWS: 14" RECESS PLUS IHy" COVER AT TOP- 3". PLUS 3" COVER AT BOTTOM (STEEL WILL REST ON PILE) " 6". 24W- 6" " 16" CAGE ALL CAGES NOT SIZED ACCORDINGLY BY e/- IN WILL BE REJECTED. CONTACT T44I8 OFFICE TO DISCUS& 5" THK CON!. SLAB (NON -REINFORCED) W/ I in" DEEP 8,6410 8 a 5' O/C. (25 SQ. FT. MAX. PANEL SIZE). I2 _T RIFF $ GRADE BEAM- WE 05 SCHEDULE FOR 81,E AND REINFORCEMENT I6" DIAM. AUJGERCABT PILE OSCALLe N. .S.LUALL SECTION rIA50NIR�f WALL NOTES: L UJAI-L SEGMENTS SHALL BE 1R'EINFORCED WITH S GA. GALVANIZED L RE LATERAINFORCEMENIT a 16" O/G HORIZONTAL EXTEND REMORCING 8" INTO POURED ELEMENTS AND AROUND ENCASED STEEL 2. PLACE CELLS ADJACENT TO ANY EXTERIOR WALL OF€NNCx UV REINFORCING; AS CALLED FOR GROUT CELL FIJLL HEIGHT. 3. PLACE CELLS AT ALL CORNERS. 4. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 301i0 P81 GROUT MIX DE51GN DATA: WIND SPEED: 110 MPH ULTIMATE (3 SEC. GUST) WIND IMPORTANCE FACTOR 1.0, 5LDG. CAT.: II WIND EXPOSUtRE: D INTERNAL PIRESSURE COEFF: 4/- 0.15 XMPONENTS AND CLADDIWS: SEE PLANS AGSTEN ENGWEERING » Robert E. AgBtm , III P"E. 3000 Floft BOWWvald suite 206 Ddmsy Beach, FL 33M up03800mmeme Psaw HELM REMONS BY DATE FBeRr WA&* W UCA Z W� �z O V A4 N � H O • .IJ O16 Viz IS Pi J m>� m - Q cwc,�� iC J_ W a� Z w PE � EB amI F 's ff UD � Cu" FIRE ENGINEER FLOOR TRUSSES • 24" O.G. MAX 2087 Ft NAVO SLAB INSIDE HOUSE 5" NON -WI FORCED PLAIN CONCRETE SLAB ON GRADE W/ IN DEEP SAUICIUTS • 5' O/C EACH WAY (25 Sa Ft PANELS MAX) OR 1131 16" DIAM AUGERCAST BEYOND PRE ENGINEER FLOOR TRUSSES a 24' O,C. MAX 20h2 FT, NAYD TOP OF TB f- TIE BEAM FT. NAVD- BOTTOM OF TB +16 VERT. • 16" O/C N FULLY GROUTED CELL i!Iyr3►7I1Ki§K dil 20.61 Fr. NAVD SLAB b" SLAB INSIDE HOUSE STRUCTURAL SEAM ED TO COLUf N PRE ENGINEER FLOOR TRUSSES • 24" O.G. MAX. 20AI FT. NAVD SLAG INSIDE HOUSE POUR TOP COURSE OF MASONRI' WITH CONCRETE STRUCTURAL BEAM ASV. ON FRANGIBLE MASONRY WALL PANELS NFILL BETWEEN 8" CONCRETE COLS. DO NOT TIE WALLS TO COLWMNS/FOUNDATION FLOOR SUPPORT BEAMS 5" NON-WINFORCED PLAN CONCRETE SLAB ON GRADE W/ V DEEP SAUMM Y 5' O/C EACH WAY (25 SQ, Fr. PANELS MAX) POUR FIRST COURSE OF M WITH CONCRETE INTO x 2" DEEP 16" DIAM. o6A RCAST PILE BEYOND 14 Eb w a r. TYF. STAIR DETAIL (INTERIOR $ EXTERIOR NTS TIE SLAM TO NaM 10U31 Fr. NAVD- 50TTOI STRUCTURAL MEMBERS % VERT. • 16" O/C N FULLY GROUTED CELL DO NOT TIE TO GB OR STR ENM ABV. ' OA: OOT ®'1" STL 67M 11mm LAF0M JIM STAIR T• TFISOAT 01M MA I STAIR INTO TOP OF L4I40110 le-6 O COLUMN SCHEDULE MARK SIZE RER•F. TIES RSMARKS 0-1 8"x12N CONC, COL, 4 % VERL 5 TIES 0 8" O/C 0_2 8"xlb' COWL. COL. 6 % vERt. 5 TIES • 9" OAC C-3 OW30 CONC. COL. 8 % VERT. 5 TIES • S" O/C C_4 a"x30■ CONC, COL. 6 % VERT, 5 t1ES • S' O/C C-5 a"x24" CONC. COL. & ffi VERT. 03 TIES • an O/C C-6 9"x2®" CONC. COL. 6 % YERT. 03 TIES • 9' O/C C_1 12'x12° CONC. COr.. a *6 VERT. 03 TIES • W O/C C_8 8■x12N MASOWY COL. 2 5 YEW. NOW 8" X 12 CUMU. C-9 rx 9" CONC. COL. 1 401 VERT. NONE C_jV Th. 3 1/2' X 3 112" X 114' • 46 KSI 0-11 ID"X ID' CONC. COL. 4 % YEW. 5 TIES • k®' O/G C_12 12'x ►6" Coc. COL a % VER7 5 TIES • W. O/C C-13 T.S. 5" X 5' X 5/*, - 46 KSI V 2�4 C-14 16"x I6" CONC. COL. e % PERT. 03 TIES . Av' On J CUTOUT PLATES ARE NOT ACCEPTABLE. 4. @" 12'x3/4" STL BASS FLA W/ (4) 5/8' DIA °J° 15MIS ON LON0 (612) 0 TIE SEAM SCHEDULE MARL SIZE (W x H) ELEV, Nd VD REINS0MM 5 STIRS / HOOPS REMARKS TOP MID BOTt 151 aNxI2N YARM 2 5 - 2 5 NOW 1160T7. TYR TIE BEAM TB2 UNDO VARIFS 3 5 - 3 5 NOW REQV. S-I " 2% 605 2 01 HOOPS • 8" T.O. I0-2 ' 25 45 201 ST. •N°TA. I5-3 12NXIDN .-On 3 % 3 % HOOPS • 1° TO. 15-4 12"x39" V-0' 3 % 405 301 HOOPS • 6' tA. 15-5 V506, -■ 2% 4 5 2 07 rB-6 1 2 5 - 293 NOW REQ'D. INTSCRAL LLV STAIR -EL -4'-S' 18-1 OW4N ■ 2% 215 2 01 ST. • [ON TA. 18-8 8gjQ4N " 2% 2 05 2 01 St • 10, TO. 0-9 SW4N " 2% 25 2% ST. *9°T.O. 15-10 a"X36" 0'-®' 2% 245 249 ST. • I2' to. S-II "Y"" - '- ■ 5 0"1 2 5 5 ST WOOPS • 6" T.O. 07 BARS 3' ABOVE 5'S 6 da CENTER TO CENTER I0-12 - '- ' 2 5 I - 2% St • 6" TA. 0-3 OW24 2% 25 2VI ST. #8'TA. 6-14 Suxl2a 2 5 245 NOW REGIV. INrES0124L W/ STAIR -EL -2'-4" 15-5 8"xtU" -®'-6' 245 - 2 5 ST. • 5" TO. • EAST PATIO STAIRS 295-I 23mx4lm I4' ° 6 % 6 5 6 qa HOOPS • 12" rA. 25-2 '- ° 6 5 215 6 5 HOOPS • 1" T.O. 25-3 a'x18" 13'-6' 2% 2 5 440 St • 1" T.O. 2 " 2 25=4 B°x '-®' 3 % 445 4 5 HOOPS • 12" TA. 25-9 soxmo W,.ON I 25 25 1 201 ST, •12"TA. 28-6 SW&N '- • 3 5 405 268 HOOPS • 8' T.O. 2S-1 12"x40" 13'-4" 3 5 4 5 3 S7 FLOPS • 12" T.C. 25-8 '- " 2 5 205 NONE RIF(M UNDER C9 COLS UPPER BAL 25-9 8"xib" 13'-6' 2 % 2% 1 ST. w 6' TO. 215-10 &NxWO '- " 2 ra - 2 5 NONE REQV, 25-II OWN '- ■ 2% 2% HOOPS • 6" TO. 21542 SwxW 141-6m 208 205 2% HOOPS 0 6" T.O. LUOTL44NED EIM TOP 14'-160 25-13 8 '-®■ 2% 2% 2 01 Sr. Sa" to. RB-I 9"x22" 24'-V" 2 5 - 2% ST. • 9' TO. 1115-2 E"x12" 24'-®" 2 5 - 2 !i ST. 0 5" to. R5-3 8'x22" 12'-®" 215 - 2% at • 9' TA. RIB-4 a"x19' 0'-ON 2 5 - 245 ST. * 1" TO. R5-5 VW2' W'-0' 2 5 - 3 5 ST. w 9' TO. L-I SIX " VARM is as PRECAST CONC. LINTEL DETAILS & SCHEDULES Nn t VV ,6 n /Wpiai\ a6\W6�Li101iii\V Robot L Apim , M P.B. 3=14odiblb a>�►a206 " nW 2.=2.6 mwmmdem� now no* REVISIONS BY DATE >I� W U� Z W� �z 00 u A4 w F-� N � O� Wa Emq !4 o V z S� 38 •: Lo ,,�0� ......, //�k �� lll*1'll, IE46=5 -....-. ,.. b SF t. h w .m ", Siiimiiiii6