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HomeMy WebLinkAboutBUILDING PERMIT APPLICATIONFOR: MR. GUY NORTON MAY 19 M8 Permitting Department St, Lucie County, FL ST. Ll cT Ri lL.n i ' i" REVII,`r�t)FJRCO.Y,P �" RE,VILMILD BY DATE �71 PLANS AND PERMIT MUST E KEPT ON JO_n OR NO LNSPECTION NVIELL VE A:ADE. '•l.i rk6,J ii��i it -'w �';7i Il�dl,li�flk:�tlJ. 4RE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. J CONTRACTOR COPY ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON CONSULTANTS REGISTRATION �OF FLO„� J SEAS TFRED P�yG MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE I SHEET NUMBER COVER SHEET AO.00 PROJECT NUMBER R17059 DATE 05/16/2018 111 LEGAL DESCRIPTION.• BEING KNOWN AS A PORTION OF SECTION 9, TOWNSHIP 37 SOUTH, RANISE 41 EAST, ST LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING A T THE MEAN HIGH WA TER LINE OF THE INDIAN RIVER AND THE SOUTH LINE OF THA T PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORDS BOOK 628, PAGE 155, ST LUCIE COUNTY, FLORIDA, PUBLIC RECORDS THENCE RUN SOUTH 67144 07"WEST ALONG SAID SOUTH LINE, A DISTANCE OF 1,440 FEET, MORE OR LESS, TO THE ORDINARY MEAN HIGH WATER LINE OF THE SA VANNAHS, THENCE IN A NORTHERL Y DIRECTION, MEANDER SAID WA TER LINE TO THE INTERSECT/ON WITH A LINE BEING 101.30 FEET NORTH OF THE SOUTH LINE, AS MEASURED AT RIGHT ANGLE, THENCE RUN NORTH 67-44 07 EAST, A DISTANCE OF 1,250 FEET, MORE OR LESS, TO THE MEAN HIGH WATER LINE OF THE INDIAN RIVER, • THENCE IN A SOUTHERLY DIRECTION, MEANDER SAID WATER LINE TO THE POINT AND PLACE OF BEGINNING. LESS THE RIGHT OF WAY OF THE FLORIDA EAST COAST RAILROAD AND 77-IE RIGHT OF WAY OF INDIAN RIVER DRIVE. LESS AND EXCEPTING THE FOLLOWING DESCRIBED PROPERTY - BEING KNOWN AS A POR77ON OF SECTION 9, TOWNSHIP 37 SOUTH, RANGE 41 EAST, ST LUCIE COUNTY, FLORIDA, BEING MORE DESCRIBED AS FOLLOWS: COMMENCING AT THE MEAN HIGH WATER LINE OF THE INDIAN RIVER AND THE SOUTH LINE OF THAT PARCEL OF LAND AS DESCRIBED IN OFFICIAL RECORD BOOK 628, PAGE 155, ST LUCIE COUNTY, FLORIDA, PUBLIC RECORDS. THENCE SOUTH 67144 07"WEST ALONG SAID SOUTH LINE, A DISTANCE OF 55 FEET MORE OR LESS, TO THE WEST RIGHT OF WAY LINE OF INDIAN RIVER DRIVE AND 7HE POINT AND PLACE OF BEGINNING, ]HENCE CON77NUlNG SOUTH 6744 07"WEST ALONG SAID LINE, A DISTANCE OF 145.00 FEET TO A POINT' THENCE RUN NORTH 227553"WEST, A DISTANCE OF 1.30 FEET TO A POINT• THENCE RUN NORTH 6744 07EAST, A DISTANCE OF 144.90 FEET TO THE WEST RIGHT OF WAY OF INDIAN RIVER DRIVE,• THENCE RUN SOUTH 270322 EAST ALONG SAID RIGHT OF WAY, A DISTANCE OF 1.30 FEET TO THE POINT OF BEGINNING. AL ¢Oj N Ito NOr5U Rvey OF PROP AR AND ON NOr A BOO Z �L Z V �oQL a M1y� V }T 3 Z 0o R}, o 9��. �q\ N •MCP.. Nor 'u w� l� L7 Q- 13 �1 FOONO rRTM BOUNDARY' SURVEY/SITE PLAN MIN FRON SIDE! CNR CERT7CA 77ONS.- 1. GU,NORTON Z SAKCORP SOUTH, ITS SUCCESSORS AND/OR ASSIGNS, A 5 THEIR INTEREST MA Y PPEAR J. S/6(A7URE 777ZE FLORIDA PAR7NERS, L L C 4. FIRT AMERICAN TITLE INSURANCE COMPANY 9Sg'93 (M N6� �6,1k"E REQ. ,81 03'(M) 15 6" E N61 k5 ON 51iE xro " fi o �I�NG 6E A MNpRE51DENGE �--- APPGPRA1O GE�sNED r' N67 \\ e 2 51ORY 1S,O PROP ES OlE S AB E 27.33 ONGRE�NG E� i LAND tsr slORys2NO D1i�t�---'sAVPNN� VA N RIVER 10�47 p6 INOIAN W M1y fi7�407 N'E + �•e I 75' •]1�g(fJ I "otM�Vd � k, fLN�TM � O.N FO�Nv NOXID I 0� ur c'f ANY) Ps r GL� Ana TH Q d NOT OEFlN� HAS N y� y0 PROPdo Fw R tO1AA, �(gIF v � I VE UT LN RpDs M11M1 1 PARCEL GONdo(5s LOF P NO GPI 1 5 - ' j5 Aa1ING GEAR i 11 VAN 1i f LES �r PARS ENGRO O N gAec io UNE TMEAATMEOdNµ tgo'(0) tik5r(D).. To As Dom` N67•*4'D7 E s67•44 67 W AGE 0. OUT P6. am) oNGREi� OR� SPY. OFVE G .. GARAGE N 27553 i• 692-16 N6� k5,15^E SURVEYOR'S CER17FICA770N. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID TROUT THE SlGNA7TlRE AND THE ORIGINAL RAISED SEAL OF A FLORIDA L1 SED SURVEYOR AND MAPPER. THE SURVEY DEPICTED HERE lS NOT RED BY PROFESSIONAL LIABILITY INSURANCE. R£NSION.• 9-20-2016 SPOT ELEV. WFEL & SEP77C LOCA77ONS RENS70N.• 2-5-2018 517F PLAN PROFESSIONAL SURVEYOR & MAPPER NO. 5647 STATE OF FLORIDA LEGEND.• LOCA7701V MAP. NOT TO SCALE \ \ XXXX INDIAN RIVER DRIVE JENSEN BEACH, FLORIDA 34957 z N. \ \\ m7l - SL � rN % J �n REE^' � � \\•\� 2 � N G PaNr \ BEORL IN O\ i �y 0 SEE DOU1 PARS ,. .. � 0- 522b3 22'E 55(D) aoi'W Los LB - UCEN50 SUS/NESS PW - PRFESSYAMAL SURI£YOR AND MAPPER R/W - RIOHr U'' WAY CM.- CONCRETE MOVUMENr P - PLAT * - MEASURED OPP : 0OW POKER FOLE EPB - aECAWC PULL BOX M - MEASURED D - DEED OE - OWRHEAD ELECTRIC P.L- PROPERTY UNE EP a EDGE OF PAYEMENr ELEV.- ELE VA RON NAW >< NORTH AMERICAN WR77CAL DATUM 111 a SpOr aEvAnow —IN.- >• pgO.POSED WATER LINE GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. t�ENr PaN71 Ou M�RL4 1 11 v 70 m o ZX rn; zx �� H Zrn Z z rn SURVEYOR'S NO TES: 1. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND U77LI77ES ON/OR ADJACENT TO THIS SITE 7HE APPROXIMATE LOCA77ON OF ALL U77LI77ES SHOWN HEREON WERE TAKEN FROM ASBUILT DRAWINGS AND/OR ON-517F LOCA77ON AND SHOULD BE VERIFIED BEFORE CONSTRUCTION. 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCAIF UNDERGROUND F0077NGS OF BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE J. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS OF WAY OF RECORD EXCEPT AS SHOWN ON THE RECORD PLAT IF ANY. 4. FLOOD NOTE.' BY GRAPHIC PLOT77NG ONLY, THIS PROPERTY FALLS IN FLOOD ZONE X;• AE" (BASE EL. 7.0� AND ZONE "VE" BASE EL. 10.0' (ZONE 'AE" AND "VE" LIES EAST OF THE EAST RIGHT LINE OF INDIAN RIVER DRIVE AND ZONEY' LIES BETWEEN INDIAN RIVER DRIVE AND THE RAILWAY ACCORDING TO THE FLOOD INSURANCE RA IF MAP NO. 12085CO313✓, DA 7FD: FEBURARY 16, 2012. 5. THE BEARING BASE OF THIS SURVEY IS ALONG 7HE SOUTH LINE OF THE SUBJECT PROPERTY (N6744 07E) 6. LEGAL DESCRIP77ON FURNISHED BY CLIENT. 7. ALL BEARINGS AND DISTANCES SHOWN ARE PLA T AND MEASURED UNLESS 077AERWSE NOTED. 8. ADD177ONS OR DELE77ONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PAR77ES IS PROHIB17ED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. OWNERSHIP OF FENCES SHOWN HEREON (IF ANY) IS NOT ADDRESSED BY THIS SURVEY. 10. NO MEAN HIGH WATER SURVEY AND/OR RIPARIAN RIGHTS' SURVEY WAS PERFORMED BY THE UNDERSIGNED 11. FLORIDA EAST COAST RAILROAD RIGHT OF WAY WAS NOT ABSTRACTED AND/OR FURNISHED TO THE UNDERSIGNED. 12. ORB 628 PAGE 155 WAS NOT FURNISHED TO 7HE UNDERSIGNED AND WAS NOT AVAILABLE ON LINE AT THE CLERK OF 7HE COURT, 13. ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DATUM 1988. e� ui Q O Wk O U _ LLJO O j h J Q JOB NUMBER: 15-218 FIELD DA 7E.• 6-20-2015 CHECKED BY.• COW DRAWN BY.• CDW SCALE.• 1 "-- 40' SHEET 1 OF 1 14'-5" 72'-0" 1 A4.00 F-3 F-1 t - - - F-3 - - - - I r------------ I I I A4.10 I I I I I I I I I I I I I , I B I Lo L------------------- ----- - - - --� I LL I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I ro I I I I�I I I I I I I I IN I I I I I I I I I u� I I I C I I I I I I LL I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- - - I I - - - - - - - - - - - - - - - - - - - - - - - - J I I L - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - J I I I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - J - - S -1 - - - — - - - - — - -; r--- ------------------------1 I r------------------- ---------7 1 r---------------------------- 7 I I I b I I I I I I I I I I I i LL I I I I I I I I I N ILL I I I I I I I I i I i i I I I I I I I I I 17'-8" I I I I 17-2" I I I I I I I I I I I I 17'-8" I f I I I I I I 1 I I I I L— — — — — — — — — — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — — — — — — — — — — — — — — — J F-1Iti I F-1 9.9 , 52'-6„ V-911 I I I I " I ' I ' -- - - - -" - - - - ---- --- - - --- ------ - 14'-5" 4'-10" 5'-6" 4'-10" F-5 I I II i t l i I I F-5 FOUNDATION PLAN ll�/ 1/4" = 1'-0" FOUNDATION SCHEDULE F-1 24" WIDE X 18" DEEP THICKENED EDGE FOOTING W/ (3) #5 BARS CONTINUOUS. F-2 24" WIDE X 18" DEEP MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS. F-3 24" WIDE X 18" DEEP SPREAD FOOTING W/ (3) #5 BARS LCONTINUOUS. F-4 12" WIDE SPREAD FOOTING W/ (1) #5 BAR CONTINUOU@ F-5 8" THICKENED EDGE FOOTING W/ (1) #5 BAR CONTINUOUS S-1 4" (2500 PSI) POURED CONCRETE SLAB W/ FIBERMESH REINFORCING ON 6MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. m m ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON CONSULTANTS REGISTRATION �OF. FLOC AEL J SFg4 AR 98 Q J MICHAEL J. SEAL, AIA AR96898 REVISIONS NO-T DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER FOUNDATION PLAN A2.00 PROJECT NUMBER R17059 DATE 05/16/2018 ARCHITECT s 1 I I I II II I II _ I p I o II I II I II I II II I IJJJ��� I I II it II I 1 I I I it it I II I II I~� Y M 1 I A3.10 I II II I I it it II 1 I II I I it I I II I I it it II I II I II PROVIDE STUB OUT FOR OUTDOOR SHOWER - COORDINATE W/ OWNER FOR LOCATION PRIOR, 1 ---------------- - - ---- ---- - --- ----------- - ------. ------------------- --- -- - �- - - - - - - - - - - - - - - - - - - - - - - 1 A4.10 Cf O 16-11" 18'-8" -- - ---- - - --------- _. ----- - - - - - - - - - - - - - - r--rr-�r--n--Ir-�r- II II II II II II II II II II II II I II II II II II II II II II II II II I I II II II II II II II II II II I II II II II II II II II II II II I I II II II II II II II II II II II I I II II II II II II II II II II II I I IL_JI__L__IL_JI__L__IL_JL _J__IL_JL_ I I I I II I 16'-11" II II I I II I THE SEAL HEREON IS PROVIDED ONLY T4INDICATE OUR REVI¢4A'AN:3 APPROVAL FOR USE OF PRE}!"'.L7C75 LISTED rC1R THIS frTRUC-ORE, THE ACCEPTANCE OFTHESE III PRODUCTS AND METHODS DE ATTACHMEN i ARE SASYLt €N'I II LLY UPON TEST DATA PROVIDED BY THE IOAANUFACIURER, WHICH CARRIES ITS OWN ENGINEER'S III CC RTIFI CATION AND.€I NO WARRANTY OR GUARANI L E BY TH IS OFFICE FOR THESE PRODUCTS. PRODUCT OPEN[ DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL G1+A5S- ATTACHMENT METHOD P - SORES WORST DE.SIGN # TYPE. CASE) PRESSURES DOOR. ZONE, 4"-23.D so POTINDUSTRIES SGD 770 NQA#i INII'ACl' }e" T.lLTRACON5 � 24"L7.C„ E' Pa)i \-FRbh+t FRctit44a; C9RNEliS, ZONE S":34A, 17.04.0 32. 1-3/S" MIN EMEFDea•1FNr AND V DISTANCE TO EDGE WITH CENTER CLUSTER 4 S5" Ni.;£b. liii{7R: ZONE 4:-2811 1.3 ?LT.LT-tNF.N SMOQ-PH Pft{� FUI IMfiACT .3j16-T.APCONS @ 17-.1,14`PttXA. O,C, 6.ON CORNIFiS, F,"THA ZONE 7-34 0 16701 1/4" EJI W EMBEDMENT AND 2-1/2:- DISTANCE TO EDG.E... WINDOW ZONE 4-rB6' --30 PC.TINDUSTRIFT SH700ALUNI NOA# FP'AGT Y ULTItWONS, I-N-A0 S-1/2" MAX FflnM TOP CORNERS, laiM ZONES -340 37_053U.t18 171/s--NIAk FROM 1OPCORNERS, !S"FROM iici*O€N! CORNERS, s' MAX BELOW MTG. RAkk, SILL ANCHORS NOT REQUIRED, MIN DISTANCE, FROM ANCHOR TO C'UNCRETE EDGE IS 1 34f' AND 2 1�2. DISTANCE TO EDGE NIOL IONS ZONE4 -40 -64' PDTINE£USTMES CLIPPEC! EXTRUDED NOA# IMPACT d4) JV' OLTHACt7N WITH 1-314°'MINIMUM ZONE 5 -34,0 17-0630.01 E: MBE DM, f, NIT,. WINFOWS ZOIVE4-28,3 13Lt FEE INDLISTRIE� RVS701-720/820 NUAIT IMPACT K"tTRACCNS @ 12°MAK. 1" 6". ON CORFERSWITH ZONE 5-34t 33 ar biSET4Eil,AND O@S YR.Nt'f T4 F#i +E � r tNiND... r1S aiiNE4-2&Ct -DY7 PGT!NDUSTRtES ASN 9C NOAP IMPACT "1 UI?!7AC(-,w �a 19-Ni.AX tOC WIT1-i1 R{i N11R ZONE _44.0 ALUM AWING 1X-061.420 EMBEDMENT AND2,1/2 DadANCE TOVOOL SIDING ZONE5-34-G 48,7 LAMES HARL°IE FIBER CEMENT FLIP 2X4HENI-rMSTUDS8,0ACED@ 16' CCC-, L'll'f-1 t-�. E�Ct'%al9halC?h PANGS 1-12211 GALVANEEDNAIL: SIDINC, 70NE::5-34A, -76 1AMES HAIIDPE S;DING R-It IM=`ACT 6D X 2" LONGGALVANIZED hOX NIMLS vT 5" 0, C, AROUND 13192-2 THE PERIMETER Of'THE PANEL& INTERMEDIATESTUL"75, DRIVEN THROUGH THE Pf Y W OQD SNE+ATlNc: 9NFs1 TerF 5TLeD5,:A JOINIS SHALL BE OVER -STUDS. POINIMUNI EDGE 06T+ARCE 3/8'IS 2'FROM T84 CORNERS ROOFING ZONE 1-220 1,6 75 EXI REME METAL ? 7S" SNAP LOCK I'LR IN.±ti 010 X I' PANCAKE H€AD WOOD SCREW TOPENETRATE 3/16- {.ONE 2.1Exl FABRICATIONS 24 GA. STEEL 2037RA THRU 15132" MIN PLYWOOD DECK, 115" CCC IS PER CUP). ZONE 3 -5I 0 SrANDING SLAPS ROi1F N/A -90 TRINITY P,OI+I.LA`35 EL# WA POLYSTICKNITS PLUS 33NOMiNAl60rvlii �ER1ZE: DRYIN Q 'RcGo 5251:2 ASPNI,L"E 141+.TERPR FdPdCt il98EA ftARPC'Er` '�I E`R 2 UNDERLAY" PLATS REINFORCED, SUF �'� �� . E, MEETS TAS IRS FOAM PLASTIC OR FOAM PLASTIC CORES USED AS A COMPONENT IN MANUFACTURED ASSEMBLIES USED IN BUILDING CONSTRUCTION SHALL HAVE AFLAME SPREAD INDEX OF NOT MORE THAN 75 AND SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHEN TESTED IN THE III I MAXIMUM THICKNESS AND DENSITY INTENDED FOR USE IN ACCORDANCE WITH ASTM E84 OR UL 723. ,. I I I I I Ill ; 2 III I I I III 001 III III I I - - - - - - - - TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' OBJECT TO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIRED^ FLOOD HAZARDS9 AIR FREEZING INDEX, MEAN ANNUAL TEMPI Speedo (mph) Topographic effectSk Westheringi Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA II I I I 2 1 A3.10 CERTIFICATION FOR DESIGN LOAD COMPLIANCE I I 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: PARTIALLY ENCLOSED 3. RISK CATEGORY: II EXPOSURE: C 4. DESIGN WIND VELOCITY: 200 MPH 5. MEAN ROOF HEIGHT: 19'4" ROOF PITCH: 6:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SO FT. @ 30' MRH (WORST CASE) ZONE 1: -26.29 ZONE 2: -39.78 ZONE 3: -87.5 ZONE 4: -31.05 ZONE 5: -42.87 GARAGE: N/A 7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 36 PSF 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 003 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESS 2000 PSF SOIL BORING TEST REQUIRE NO Q II j j p DRYWALL NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). I CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). i WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. IT-8"I ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER 10'-0" WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT II EXCEEDING 450. b I FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. II I j o02 STRUCTURAL NOTES - - - - 004 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN, FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN ---------------------- -- -- BETTERW/30 MIN LAP - - - - - - - ---------- - 3 RENFORCINGSTEELSHALLBEGRADE600R - - - - - - - - - - --------------------------------- ---- - ------------- uul-------- 9---------------------------- Q--------------------------------- 4. CONCRETE COVER OVER REINFORCING STEEL: III al A. FOOTINGS: 3" u Imi B. BEAMS: 1 1/2" C. COLUMNS: 1 1/2" 5. FILL (SOIL)SHALL BEPLACED INLIFT NOT TO EXCEED N2"AND COMPACTED TOAMINIMUM OF95%MODIFIED dAC" 4A'_r" III 1d'.A" I I n 14' S" 14'-8 PROCTOR DENSITY 1 GROUND FLOOR 1/4" = 1'-0" KEYNOTES FOR FLOOR PLAN ..I - -- - - -LT-----I------- 001 12"x12" CONC. BLOCK COLUMN W/ (4) #5 BARS IN FILLED CELL T(TYP) 002 6"x6" CYPRESS WOOD POST (TYP) 003 CONCRETE BEAM ABOVE 004 WOOD BEAM ABOVE 4'-0" Iilul I n ,III I I lu Io I II II II � II I II II II II I II II II II I II II II II II II I II II � II II I II II II II I II � II II 6. ALL COMPONENTS OF THIS S C E HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING COD 2017 DITION 7. DOOR & WINDOW ASSE NENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CO E 2017 E ITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES 8. PRECAST/ PRESTRESS C ETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORM A ON. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-1063/ ASTM C-926. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6d COMMON OR ROOFING NAILS HAVING A MIN. 1 3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR 1 STAPLES W/ A MIN. 3/4" CROW GAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD A3.00% FRAMING MEMBER /4" R CATIONS AIR CONDITIONED AREAS A/C LIVING - 2ND FLOOR EN LOFT 1,645 SF SF A/C LIVING - TOTAL 3 1,857 SF NoVe6k ITIONED AREAS 1ST FLOOR CONCRETE AREA WRAPAROUND PORCH -2ND FLOOR 1.645 SF 2,072 SF GROSS AREA GROSS AREA 5,574 SF 111 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC H ITECTONICINC. COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON I CONSULTANTS I REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. I DATE I REVISION 1 05/15/18 IBLUG DEPT COMMENTS 2 06/12/18 1 BLDG DEPT COMMENTS 3 06/26/16 1 BLDG DEPT COMMENTS KEY PLAN I SHEET TITLE / SHEET NUMBER - GROUND FLOOR PLAN A1.00 CUBIC VOLUME OF CONDITIONED 8 CU FT. PROJECT NUMBER R17059 - DATE 05/16/2018 ARCHITECT 14'-8" 14 14'-5" 14'-4" 2 A3.00 1 A4.00 6 - - 0 � To 016'-U,4" re 14' 7'-5" 4' 2101,14'-0"6"�O• 6-0" 4" Ll DD MSTR BATH VC MSTR BEDROOM 101 0 A 2868� VAULTED CLG o BI FOLD 101 i0 z N x GUEST ROOM ° z Y BATH m VAULTED CLG O w m " 6068 O 8° CLG BI PASS DR. 4" T-11" 6-5' o 114 ST 4" 2'- "4" T-6" R. O LD 8 C G 115 106 115 1 3 LL %'�� 2868 T'� I (2) M.E 68 2868 1 2868 B RN DR. "\\ \\ I BARN DR. POCKET DR. BARN DR. � PRE FABRICATED SPIRAL STAIRCASE. iu J w V CLEAR WIDTH AT AND BELOW HANDRAIL 12'�" SHALL NOT BE LESS THAN 26" AND THE7: 116 _ WALKLINE RADIUS NOT GREATER THAN 24 1/2" HATCH DENOTES - TREAD DEPTH: GREATER THAN OR EQUAL TO 6.75" LOAD BEARING AT THE WALKLINE. WALL RISER HEIGHT: NOT MORE THAN 9 1/2" ° w HEADROOM: NOT LESS THAN 6'-6" I °� GREAT ROOM Q VAULTED CLG v pI L no KITCHEN 106° VAULTED CLG 109 F O O IF T 14'-5" 31111 r 2ND FLOOR 1/4 = 11-01. KEYNOTES FOR FLOOR PLAN 101 MIRROR 111 WALK-IN SHOWER - SLOPE FL TO DRAIN 102 ROD & SHELF 113 TANKLESS WATER HEATE S) 2 103 (5) SHELVES 114 STACKING WASHER/ DRYS G 104 6"x6" CYPRESS WOOD POST (TYP) 115 WALL BETWEEN BEDROOM & GREAT ROOM 8'-0" TALL 106 ELECTRIC PANEL 116 EDGE OF LOFT FLOOR ABOVE 107 UPPER CABINETS 108 BLE SINK & DISPOSAL 109Q G RANGE/ OVEN W/ EXHAUST HOOD 110 TUB/ SHOWER 4'4' 14'-5" 14'-8" 1'-6„ 14'-6" I WALL DOWN TO FROM 2ND 1ST FLOOR FLOOR GROUND FLOOR SANITARY R ISER DIAGRAM 3" TO S.S. Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W,ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON CONSULTANTS REGISTRATION ............ Fop) NEL J Eql K cam• �.�� ���'u D Ar`- MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 2 06/12/18 BLDG DEPT COMMENTS 3 06/26/18 BLDG DEPT COMMENTS KEY PLAN SHEET TITLE / SHEET NUMBER SECOND FLOOR PLAN MAO PROJECT NUMBER R17059 DATE 05/16/2018 TOP OF TIE BEAM IS FLUSH W! — — — — TOP OF FLOOR TRUSSES III 2 III —---- — — — — —� III. III - - - -- I / _777 1 I A4.10 I I I I I I I I I �I—P.T. 2'Ix16" @ �16" O.C.I(TYPI 41L) I I I I I I I I II I I II II II II II 'I I III TOP OF TIE BEAM IS If LUSH W/ TOP OF FLOOR TRUS ES DRAFTSTOP. 1/2" GYP TO FLOOR TRUSS. DR INSTALLED FROM UND TO CEILING BELOW. INSTALLED PTOBE OF FLOOR DECK DBL PT 2"x12" T� I I I I I I—SIMPSON LUS210-2 HANGER I( I ' L �_1—III—Ill I III I I III III I I TOP OF TIE BEAM IS FLUSH W/ TOP OF FLOOR TRUSSES- - — — — — — -- v v — — — PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED FLOOR JOISTS -REFER FLOOR JOISTS - RE ER FLOOR JOISTS -REFER TO TRUSS PACKAGE TO TRUSS PACKAG " TO TRUSS PACKAGE- - I — — — — — — — -- I? j SIMPSON LUS210-2 HANGER (TYP) -- — — — — — — P.T. 2"x10" LEDGER W/ 5/8" — — DIR ANCHOR BOLTS @ 24" O.C. II __ I I I I I I I I I I I I I I I I I I I I I I I I I I I I P.T. 2jx10" @'i6" O.C.I(TYPI �L) I I I I II II I I II II I I II I II II II II I II II I II II II II I I SIMPSON LUS210 HANGER (TYP) ---- — P.T. 2"x10" BLOCKING FOR DIAGONAL/ MITERED CORNER DECKING P.T. (3) 2"x12" WOOD BEAM W/ 1/2" PLYWOOD FLITCH W/ 10d NAILS @ 8" O.C. STAGGERED EACH WAY REFER TO TYPICAL WALL/ PORCH SECTION FOR, ADDTIONAL INFORMATION 2ND FLOOR FRAMING PLAN 1 1/4" = 1'-0" I III III III III --- — jll —— — III III CONNECTOR SCHEDULE TRUSS NO. BEARING TRUSS ACTUAL SIMPSON CONNECTOR(S) FASTENERS POINT(S) UPLIFT ( GROUPED, CONNECTOR(S) UPLIFT DESIGN WORST CASE) FL01-FL02 EACH (1) MTS16 1810# 14-10d x 1-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. TIBBETTS LUMBER COMPANY, JOB # 505708, DATED 02/25/2018. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. REFER TO MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. SHOWER PAN DETAIL 1" = 1'-0" ARCHITECT Architectonic In( 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 1772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON CONSULTANTS REGISTRATION OF F`OR�y . �NFEL fAC AR9 98 ' MICHAEL J. SEAL, All AR96898 REVISIONS NO. DATE REVISION 2 06/12/18 BLDG DEPT COMMENTS 3 06/26/18 BLDG DEPT COMMENTS KEY PLAN SHEET TITLE / SHEET NUMBER SECOND FLOOR FRAMING PLAN A1.20 PROJECT NUMBER R1706 DATE 05/16/201 REAR ELE 114" = 1'-01, /jk TOP OF ROOF l 31'-10 3/4" 1 VAT I O N A4. 306 2ND FLOOR 1P I 21 FLOORT.OB. � 1ST FLOOR � o 12 31 FRONT ELEVATION 1 /4 = 11-011 2ND FLOOR TOP PLATE -1T-4" _2ND FLOOR T.O.B. � 9'_4„ Z� KEYNOTES FOR EXTERIOR ELEVATIONS 301 STUCCO FINISH ON BLOCK COLUMNS (TYP) 302 ME t G 3 ME DI PLAN SIDING RDIE T��, 2 306 (2) 3 A" WNIN(�LY DOW W/ CRANK TO 1ST FLOOR 12 13 ARCHITECT Architectonic Ir 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON CONSULTANTS REGISTRATION `J EA( ' �.• GNP . ' i 9 S .✓, �1l 1p MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 2 06/12/18 BLDG DEPT COMMENTS SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS A3.00 IPROJECT NUMBER R170 DATE 06/12/20 ARCHITECT rlhk TOP OF ROOF 4U 31'-10 3/4" ?NDFLOOR TOP PLATE 17' 4" 2ND FLOOR T.O.B. � 9,4, _ TOP OF 2 RIGHT SIDE ELEVATION 114" = 1'-01, yTOP OF ROOF _ 31'-10 3/4" 2 1 i 2ND FLOOR TOP PLATE 17'-4' 2ND FLOOR T:0.B. 9'-4-4" 1ST FLOOR 0" LEFT SIDE ELEVATION ) 1/4" = 1'-0" 305 12 16 n 12 -, �3 12 13 KEYNOTES FOR EXTERIOR ELEVATIONS 301 STUCCO FINISH ON BLOCK COL NS (TYP) AL R G 303 HARDIE PLANK LAP SIDING 304 HARDIETRIM 2 CRANK TO 1ST FLOOR Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W,ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 T INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON I ' CONSULTANTS KEY PLAN SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS A36110 PROJECT NUMBER R17069 DATE 06/12/2018 I REFER TO WALL SECTION FOR ADDITIONAL INFORMATION ON CONNECTIONS II 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II IIIIIIIIIII II I II 2> 12 OIS S @ 1 "O. .( P Plill ALI GE B M O NEI TION: I I SMID O JOU 210pW (12 16 IN ILS II — 16( NA LS - - 616( NA 8'OISTCER .S AG E, D,BO H II IIIIIIIIIIIII +I IDS II II I — SIMF SON CJ 4 W/ (8) I I I 1l2" 3" STS I TO 21 2 (�p,ER & (4 1/2" PIN - J P IIT I I I 1 1 5/8" IA THRU BOLT & _III I I RAF �R�IDE REC ASS FOR (HEAD ONILY EAC END (TYP) 3"x8jRAFTEr @ 36'T.C. — — — — — —- - — — — — — — — --T— r------T--T--T— T-- r--T-- T— T--T- 4 ROOF FR IIVIING PLAN FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS, 3. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS 1 ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS, 2 6 ------------------------- - I� 1 I r2 I A4.00 12 3 I I I 2N OOR TOP RLATE I I I I I I I 1 II A4.10 - i I o I I ib I I rh I I I I I I I I I I 2ND FLOOR T.O.B 9 -4 I I I - I I I I I I - I I I I I I I I I I : I I : I , I I , I I [� 1ST FLOOR ....0" I a (� - - - - - - - - - - - - - - - - - - - - --------- OVERALL BUILDING SECTION 2"x8" COLLAR TIE @ EVERY RAFTER NAILED W1(8) 16d NAILS @ EACH TIE- a � I l I � I I � I � I � 1 � I � 1 I n - I I I I I I I I �11 (2) SIMPSON TPE6 W/ (2p) I 10dx11/2" NAIL$ @ EAC JOIST - (nP> I I III II II - - IT IIIIIIIIII ;T II IIIIIIIIIII I I - IT II II IT S�MPJ OISN� Uj 1j2EIB(1 M1 dONjJE TIO IT ISIMP101LU 21 -2 V/(1 )1 dN IL T DBL �'Ix8" K NG JACK (TYP) I V�I $I �II 5I� I I D�I I�1 IMPIO Id Nf 21 t @ LO E DO B JOISTS FASTEN HIJ JACKS TO KING JACK W/ (2 5/8" DIA THRU BOLTS @ E CH CONNECTION 2"x12" FLOOR JOISTS @ 24" O,C SIMPSON MTS16 W/ (14) 10d NAILS PER CONNECTOR SCHEDULE DBL 2"X12" HEADER W/ 1/2" PLYWOOD SPACER GLUED & NAILED W/ 10d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS 2"X4" STUDS @ 16" O.C. PROVIDE SIMPSON SP4 @ TOP & BOTTOM PLATES @ 32" O.C. W/ (6) 10d NAILS P.T. 2"X4" BOTTOM PLATE W/ 3/8"DIA. X 6" LAG BOLTS @ 24" O.C. INTO FLOOR TRUSSES——-, 2ND FLOOR T.O.B. 9' 4" — PRE ENGINEERED FLOOR TRUSSES 4 in DETAIL STORAGE LCONY 1/2" = 1'-0" 3"xB" RAFTERS @ 36" O.C.- METAL ROOFING ON 30# FELT UNDERLAYMENT OVER 2"x6" T&G DECKING W/ (3) 10d RINGSHANK NAILS PER RAFTER 5/8" DIA THRU BOLT & WASHER @ EACH RAFTER - PROVIDE RECESS FOR HEAD ONLY EACH END 2ND FLOOR TOP PLATE 17'-4" DRIP EDGE 1x NAILER ROUND END OF RAFTERS- 6"x12" WOOD BEAM- SIMPSON CCPC66 POST CAP W/ (6) RAILING NOTES: GUARDS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION ALONG THE TOP FOR A LIVE LOAD OF 200 POUNDS PER SO FT. GUARD IN -FILL COMPONENTS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY NORMAL LOAD OF 50 POUNDS TO A 1 SQ. FT. AREA. HORIZONTAL CABLES TO BE SPACED TO REJECT A 4" SHPERE, REFER TO SHEET A4.10 FOR TYPICAL GUARDRAIL & HANDRAIL DETAIL. rA 2NDFLOGRT.O.B. qU 9'-4 SIMPSON AC6 W/ (28) 10d NAI - - T (2) SIMPSON LSTA 32 WI (42) ----------- ---------led-NAILS— I NOT A L INTERIOR ELEMENTS SHOWN FOR C RITY-REFER TO FLOOR PLAN I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I — I I I •�°V ��4------------------ a--------�� 5 INTERIOR WALL METAL ROOFING ON 30# FELT UNDERLAYMENT OVER 3/4" CDX PLYWOOD SHEATHING NAILED PER ROOF SHEATHING DETAIL 2"x12" JOISTS @ 16" O.C. R-20 SPRAY INSULATION SIMPSON CJT4 W/ (8) 1/2"x3" STS INTO LEDGER & (4) 1/2" PINS—\ 2"x8" LEGDER W/ (2) 3/8"x5" LAGBOLTS @ EACH JOIST 2 ON TBE6 W/ (20) 10dx11/2" NAILS @ EACH JOIST SIMPSON MTS 16 W/ (14) 10d NAILS PER STRAPPING SCHEDULE @ STUD FLOOR JOIST DBL 2"X6" TOP PLATE 1 HARDI PLANK LAP SIDING 10 ON HOUSEWRAP OVER 3/4" CDX PLYWOOD W/ 10d RINGSHANK NAILS @ 4" O.C. PERIMETER & 8" O.C. FIELD- 2"X6" STUDS @ 16" O.C.— OP PLATE P. BOARD CLGS & WALLS TUDS @ 24" O.C. OTTOM PLATE SYSTEM \—T&G CEILING 2"x12" LEDGER W/ (2) 3/8"x5" LAGBOLTS @ EACH STUD LUS 210 HANGER 2"x12" JOIST @ 24" O.C. (3) 2"x12" HEADER PER POINT BRING HEADER DETAIL 1/2" DRYWALL ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W. ARC H ITECTO N IC I N C. C O M STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE IJENSEN BEACH, FLORIDA I CLIENT GUY NORTON I CONSULTANTS I REGISTRATION MTS 16 W/ (14) 10d NAILS @ I EACH &GPLY O S /4" T&G PYYLY__OOD GLUED &NAILED W/ 10d RING SHANK NAILS @ 6" PER. & 12" FIELD. ON PRE-ENG FLOES 2 R 20 SPRAY INSULATION E--�''P.T.2"x10"JOIST 2 . ,. FLASHING & COUNTER 2 FLASHING SIMPSON LUS210 HANGER "x4" FURRING @ 16" O.C. W/ (3) 16d NAILS @ EACH FLOOR TRUSS s_ TRPL P.T. 2"x12" WOOD P.T. 2"x4" '• . BEAM W/ 1/2" PLYWD FURRING W/ HARDI LS ATTACHED TO FLOOR] SPACER GLUED &NAILED 3/16"x4" TRUSSES PER MANUF. SPECIFICATIONS W/ 10d NAILS @ 8" O.C. TAPCONS @ m_ :.:: STAGGERED E.W. 2 16" O.C. DBL 2"x12" LEDGER W/ 5/8" DIA. ANCHOR BOLTS 12" O.C. STAGGERED E.W. @ 8"x16" POURED CONCRETE TIE -BEAM _- W/ (2) #5 BARS TOP & (2) #7 BARS BOTTOM W/ #3 STIRRUPS @ 12" O.C. .T. 6"x6" WOOD POST 2"x12" CONC. BLOCK =-COLUMN W/ (4) #5 BARS IMPSON C866 W/ (2) 5/8" IA BOLTS REFER TO FOUNDATION PLAN Via, I I .a.... I I—III1 I IIII—III IIIIII—III .,. ' I I 6 � I I IIIIII—III III III—IIIIII—III I I -III I I I I II II I I I I � IIII IIII I TYPICAL WALL & PORCH SECTION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. I DATE REVISION Z 106/12/18 1 BLDG DEPT COMMENTS DEPT COMMENTS I KEY PLAN I SHEET TITLE / SHEET NUMBER DETAILS A4m0O I PROJECT NUMBER R17069 1/4" = 1'-0" DATE 06/16/2018 REFER TO SHEET A4.00 FOR ADDITIONAL RAILING INFORMATION ARCHITECT RESIDENTIAL STAIRS & GUARDS F ALL DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. Architectonic I n r 2ND FLOOR T.O.B 9'-4" TOP OF BEAM 80 DBL 2"x12" BEAM - REFER TO FRAMING PLAN SIMPSON LUS28 HANGER P.T. 2"x12" TREADS P.T. 2"x12" STRINGER (TYP OF 3) P.T. 2"x12" BLOCKING rk TOP OF SLAB 0„ •4 9 G (16) 6.9' RISERS (15) 11" TREADS SIMPSON LUS28 HANGER P.T. 2"x8" JOIST @ 16" O.C. W/ SIMPSON LUS26 HANGER REFER TO FOUNDATION PLAN STAIR SECTION�FRONT 6 1 /2 = 11 -oll- P.T. 2"x6" TOP RAIL STEEL CABLE RAILING SPACED NOT TO ALLOW A 4" IAKI— SPHERE TO PASS (G THROUGH +ys P.T. 4"x4" WOOD POST @ 5'-0" O.C. MAX ' ATTACHED TO WOOD o = BEAM W/ (2) 1/2" DIA 9 THRU BOLTS __- O OD BEAM -REFER L=8111 TO FRAMING PICAL GUARDRAIL DETAIL 1'-0" MAXIMUM HEADER SPAN T-0" 6'4" 9'-0" 112'-0" 15'-0" TURNBUCKLE CABLE RAILING 611511w WALL HEIGHT STUD SPACING 1 1 2 2 2 2 OF HEADER STUDS SUPPORTING END OF HEADER 10'-0" OR LESS 16" O.C. 2 1 2 1 3 1 3 1 3 1 3 # OF FULL HEIGHT STUD @ EACH END OF HEADER 10%0" OR MORE 16" O.C. 1 2 1 2 1 3 1 3 1 4 1 4 ROOF TRUSSES �c D OUBLE TOP PLATE C H RIPPLE STUDS (NOT REQUIRED FOR 8'-0" IGH WALL) H S EADER (DOUBLE 2"X12" W/ 1/2" PLYWOOD PACER, GLUED AND NAILED W/ 16d NAILS @ 8" O.C. STAGGERED BOTH SIDES) TRAP EACH STUD AS REQUIRED W/ IMPSON LSTA 18 OR MTS 18 W/ (14) 10d AILS EADER STUDS ULL HEIGHT STUDS OTE: SIMPSON 18" FLAT STRAP MAY EPLACE MTS 16 OR EQUAL AT HEADER NLY TRAP EACH STUD AS REQUIRED W/ IMPSON SP4 OR SP6 W/ (6) 10d NAILS T. BOTTOM PLATE POINT BEARING HEADER CONNECTION DETAIL 1/2" = 1'-0" - P.T. 2"x12" RIM JOIST P.T. 6"x6" POST W/ (2) 1/2" DIA THRU BOLTS TO JOIST STAIR P A/^2"�.1'-0" T. 2"x6" TOP G BEE 4 3/4" = 1 1-011 REFER TO SHEET A4.00 0ADDITIONAL RAILING INFORMATION REFER TO DETAIL 6/44,10FOR ADDITIONAL INFORMATION —III III .III -III III— ... -III III REFER TO FOUNDATION PLAN LATFORM SECTION (aD FRONT STAIR CABLE PASSES THROUGH POST W/ GROMMET P-2 P-3 P-3 P-1 RIDGE P-2 a P-1 P-2 = P-2 —RIDGE P-3 y P 1 N N JP P-1 a a P-1 P-2 P-3 P-3 P-2 P-3 R311.7.5.1 RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL B 806 DELAWARE AVENUE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE FORT PIERCE, FLORIDA 34950 VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) T: 772 460 7751 SPHERE. F: 772 460 4244 R311.7.5.2 TREADS. W W W.ARCHITECTON ICINC.COM THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE, THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT STATE REG # AA26003348 OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.8 HANDRAILS. COPYRIGHT 2017 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. PROJECT R311.7.8.1 HEIGHT. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). R311.7.8.2CONTINUITY. INDIAN RIVER HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY DRIVE RESIDENCE TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. R311.7.8.3 GRIP -SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASP -ABILITY. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 21/4INCHES (57 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). JENSEN BEACH, FLORIDA 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE CLIENT AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 MM) WITHIN 718 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 1314 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 11/4 INCHES (32 MM) TO A MAXIMUM OF 23/4 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). GUY NORTON 312.1 GUARDS. R 12.1.1 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE PEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R3 2.1.2 HEIGHT. RE UIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 M HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF E TREADS. R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 CONSULTANTS INCHES (102 MM) IN DIAMETER. ' ZONE 2: 4' LENTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES 19/32" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226 ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND ALL HAVE F OR PPLIED SELF SEA IPS O RLOCKING NOTE: FOR ADDITIONAL INFORMAITON 2"x12" LATERAL REFER TO TYPICAL WALL SECTION BRACING - FIRST FOUR TRUSSES @ RIDGE & 6-0" EA. SIDE OF RIDGE ND DETAIL • 'I as e � A Mm EXPANDING FOAM SEALANT INTERIOR SILL 1/2" x 2" BACK DAM CONTINUOUS BEAD OF SEALANT WINDOWS SIMPSON MTS16 W/ (14) 10d NAILS @ 32" O.C. •r -DBL 2"x6" TOP PLATE -2"x4" "X" BRACING FIRST 10 BAYS @ RIDGE & 6-0" O.C. EA. SIDE OF RIDGE -LAP SIDING ON HOUSEWRAP OVER 5/8" CDX PLYWOOD SHEATHING W/ 8d NAILS @ 4" O.C. PER. & 6" O.C. FIELD -2"x8" LATERAL BRACING FOR COLLAR TIE @ 4' O.C. r D FLOC HANDRAIL STAIR SECTION 1 /2" = 1'-0" REFER TO SHEET A4.00 FOR ADDITIONAL RAILING INFORMATION (16) 6.9" RISERS (15) 11" TREADS —SIMPSON HETA 20 W/ (12) 10d NAILS @ EACH STRINGER REFER TO FOUNDATION PLAN REGISTRATION EL J SEg4 A 6898 U (lYs VI -1. t S FRED PRG� MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. I DATE REVISION 2 06/12/18 1 BLDG DEPT COMMENTS DBL 2"x12" BEAM - REFER TO FRAMING PLAN KEY PLAN SIMPSON LUS28 HANGER P.T. 1x NAILED TO BACK OF TREADS TO PREVENT PASSAGE OF A 4" DIA. SPHERE. P.T. 2"x12" TREADS P.T. 2"x12" STRINGER (TYP OF 3) P.T. 2"x12" BLOCKING -I I II I I —I I II I I) I I -I I I —I I I —I I II I a e a. Q a aA <a a te. I I -I I II I II I e' I II I II I I II I I I -I I I- I I II vd' -III—III—III—III—III—III—III—III-1 a•e .. .ee" a '� ae •• I -111— — - I I I I I- I—III—III- I I SHEET TITLE / SHEET NUMBER DETAILS A4.10 PROJECT NUMBER R17059 DATE 05/16/2018 ARCHITECT ■ . ELECTRICAL LEGEND SINGLE POLE SWITCH V THREE WAY SWITCH 9 DUPLEX CONVENIENCE OUTLET Q - _.. _ - --_ - ^- - —I' ° i;c -L r-----^-- = -- 508 ('� _ _.. - - -- - DUPLEX OUTLET W/ GROUND FAULT PROTECTION ._ _._ .- .. (; DUPLEX OUTLET WEATHER PROOF & GFI 220V OUTLET MOTOR OUTLET +147 WALL MOUNT LIGHT FIXTURE ------------- �' 41- CEILING MOUNT LIGHT FIXTURE 502 O` RECESSED LIGHT FIXTURE i ...W / WP/ GFI GFI 1'x4' SURFACE MOUNT FLOURESCENT FI � ' LIGHT FIXTURE JUNCTION BOX FOR FAN/ LIGHT COMBO , � PHONE OULET CABLE TELEVISION OUTLET ------------------------------ SD SMOKE DETECTOR/ CARBON MONOXIDE -O DOORBELL . r � © CHIMES � r ' ` WP/ GFI ---------- � „EP„ OM 120/240V 1 PH. 200A MAIN BR. i E UNDERGROUND ELECT. SERVICE: 3# 310 THWN CU. IN 2" CONDUIT E3 WP/ I GFI - _ -_ _ �i GP E #4 CU. GROUND TIED TO BLDG. } ( F -- _ --- ICJ STEEL: CWB & DRIVEN GROUND ROD ` - `-'------- ELECTRICAL RISER DIAGRAM COPPER SERVICE Ne 508 fA CTRICAL LOAD CALCULATIONS QUARE FEET @ 3VA/SF 4,935 VA 20A APLIANCE CIRCUITS 3,000 VA 13 AUNDRY 1,500 VA ;III RYER (FUTURE) 5,000 VA ISHWASHER 1,200 VA EFIGERATOR 1,200 VA I PRINKLER PUMP 1,200 VA ISPOSAL 800 VA url MINI SEWER 4,500 VA ELL 4,500 VA n ur F h„ ISC 4,500 VA ATER HEATER (FUTURE) 4,500 VA ANGE (FUTURE) 12,000 VA TAL 48,835 VA 0 I {` RST 10,OO�VA @ 100%10,000 VA r AINDER 40% 15,534 VA /C &HEAT SYSTEM12 000VA 37,534 VA I 37,534 I � 240 156 AMPS USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT ELECTRICAL PLAN ELECTRICAL CONTRACTOR TO COORDINATE W/ OWNER FOR 1 - -_ FUTURE SOLAR PANEL CONNECTIONS 1/4 = 1 -0 COORDINATE W/ OWNER FOR LOW VOTAGE WIRING FOR TV, SECURITY SYSTEM, AND SOUND PRIOR TO DRYWALL. KEYNOTES FOR ELECTRICAL PLAN 502 ELECTRIC METER 508 UP TO SWITCH Architectonic In 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC H ITECTONICINC. COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON I CONSULTANTS I REGISTRATION OF F�- MICHAEL J. SEAL, AIA AR96898 REVISIONS nin MnrC KEY PLAN SHEET TITLE / SHEET NUMBER GROUND FLOOR ELECTRICAL PLAN A5.00 PROJECT NUMBER R1705 DATE 05/16/201 gyp/ `�40— �F $ i ! ! 2ND FLOOR ELECTRICAL PLAN 1/4" = 1'-0" Off' AREA ELECTRICAL PLAN 1/41' = 1'-0.1 ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 503 J.B. FOR FAN/ LIGHT MBO (TYP) 504 RANGE/OVEN GAS EXHAUST HOOD 505 E.F. VENT DUCTE TO SOFFIT (TYP) 506 W/ CARBON MONOXIDE DETECTION 507 TO DISH WASHER 509 DOWN TO LIGHTS 510 TANKLESS WATER HEATE (GAS) 51 STACKING WASHER/ DRYE (GAS)a 512 MINI SPLIT SYSTEM CONDENS 3 513 MINI SPLIT WALL HEAD ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT INDIAN RIVER DRIVE RESIDENCE JENSEN BEACH, FLORIDA CLIENT GUY NORTON CONSULTANTS REGISTRATION C�oF FLOR�oQ Np yJ S 4 ' r R •. v. S Fp RE MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 2 06/12/18 BLDG DEPT COMMENTS 3 06/26/18 BLDG DEPT COMMENTS KEY PLAN SHEET TITLE / SHEET NUMBER SECOND FLOOR ELECTRICAL PLAN A5.10 PROJECT NUMBER R17059 DATE 05/16/2018 16-08-00 MM FL1 In w FL0 FL02 L02 am 52-06-00 Client : TIM GRASSLEY --- — — z w Project : NORTON RESIDENCE V Address: INDIAN RIVER DRIVE, JENSEN BEACH Date, Intlals, Description w . 1 Date : 2/25/2018 Designer: Jim Wald Project # 505708