Loading...
239 BEACH AVE - DECK & OUTDOOR KITCHEN DRAWINGS1 T-1 TITLE SHEET APPROVED DEP PLANS A-0 SITE PLAN & SITE SECTION E-1.1 ELECTRICAL/POWER PLANS ARCHITECTURAL SHEETS A-1.0 EXISTING/DEMO FLOOR PLANS A-1.1 PROPOSED FLOOR PLANS A-1.2 PROPOSED EXTERIOR ELEVATIONS A-1.3 WALL SECTIONS STRUCTURAL SHEETS S-0 GENERAL NOTES S-1 FOUNDATION & FLOOR PLANS S-2 UPPER FLOOR AND ROOF FRAMING PLANS S-3 DETAILS INTERIOR SHEETS A0.1 TITLE SHEET A2.1 FIRST LEVEL FINISH PLAN A2.2 SECOND LEVEL FINISH PLAN A2.3 FIRST LEVEL FURNITURE PLAN A2.4 SECOND LEVEL FURNITURE PLAN A5.2 SITTING ROOM INTERIOR ELEVATIONS A5.3 MAST. BEDROOM & MAST. SITTING INFERIOR ELEV. A6.2 SECOND LEVEL REFLECTED CLG. PLAN , A6.3 RECESSED LIGHTING SPECS 1111,, DR1M'I 1' 11 I\1111 'IF'' 01' 'rR\ l 11 DR1\\'I�[i 1\D l llf \10R1 PIiOPFRI\ ill I R fil. 1\S(iR�l I\O\RCROII\D1fti1I-11A1. RR1!R I\I 1\D!:D PR(11T1(1. ��!l II01 TIII`ACRITlf C0 -F1101 nae��.l� s (S2�v- Drswc r.a_ Is 1�rar-ss� �� 10 P, 1 IDD[ (f IP\'RI(il l' 0 RR—Al EGR 11 011iflLw NCE PROPERTY LEGAL DESCRIPTION: LOT 31 BLOCK 27, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND ACCORDING TO FINAL DECREE RECORDED IN CHANCERY ORDER BOOK 440, PAGE 375 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH ALL OF THE LAND LYING EASTERLY OF AND BETWEEN THE EASTERLY PROJECTIONS OF THE NORTHERLY AND SOUTHERLY LINES OF SAID LOT 3 TO THE EROSION CONTROL LINE OF DUVAL COUNTY, FLORIDA. CODE SUMMARY APPLICABLE CODES: FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL (FBC-R) FLORIDA BUILDING CODE 5TH EDITION (2014) MECHANICAL (FBC.-M) FLORIDA BUILDING CODE 5TH EDITION (2014) PLUMBING (FBC-P) 2011 NATIONAL ELECTRIC CODE (NEC) 5TH EDITION FLORIDA FIRE PREVENTION CODE (NFPC)W/2012 NFPA 101 LIFE SAFETY CODE ZONING: DISTRICT MINIMUM LOT SIZE MINIMUM YARD REQUIREMENTS FRONT YARD REAR YARD SIDE YARD MAXIMUM IMPERVIOUS SURFACE MAXIMUM BUILDING HEIGHT RS -2 51000 SQ.' OF LOT AREA 20' 20' COMBINED 15' BUT NOT LESS THAN 5' EITHER SIDE 50% THIRTY FIVE (35) FEET OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-3 (FBC 310.5 5TH EDITION 2014) WIND LOADS: - SEE STRUCTURAL DESIGN SPECIFICATIONS REVIE'NED FOR CODECOMPLIANCE UTY OF XTLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTSAND CONDITIONS REViEWED 1= II Breslin & Gray Design, P.A. 1404Belvedere Avenue Jacksonville,FL.32205 904 - 708 - 0023 (t)888 - 783 - 9212 carriebreslin a c o in c a s t.n e t ■ Consultants: VERA GREEN, P.E. STRUCTURAL ENGINEER 224 N. Roscoe Blvd. N. Ponte Vedra Beach, Florida 32082 Phone 904.270.9189 E-mail vera@veragreen.us FL P.E. No. 77507 STARR SANFORD DESIGN INTERIOR DESIGNER 370 4th Avenue South Jacksonville Beach, Florida 32250 Phone 904.707.9761 E-mail julia@starrsanforddesign.com 7H-�E,AALY-HYMANSIDENCE Renovation 239 Beach Avenue Atlantic Beach, FL. 32233 , ■ Scale: AS NOTED • ■ Sheet name: • TITLE SHEET ■ Sheet Number: • T�l ■ Issue Dates: • 61211 G DEP APPLICATION 9/27/1 G PRICING SET I/ 15/ 17 PERM IT SET ■ Revisions: • 9/ 1 211 G REV. IADEP APP. - PERMIT SET - nil DIV z -- - FULM IW AM o 323, �S7 PAS£ NO CAPzi o 2 STORY FRAME z 155-3 3/8" CCCL TO E. CORNER OF 5TEP5 RESIDENCE FT NUMBER 261 o 0 14 1'- 1 1 1 /8" CCCL �. C DRNEK OF STEPS CID o 1 127- 10 3/8" CCCL TO W. OKNEK OF 41r W r -r-1 T"AUG NAIL 2 ELEMAY)O N`1SO0' FOUND 1 \2" IRON m 5TOK o STORY POKCI1 ADDITION (N83 24 20' E 2 5.9 'IRON - IRON) I "ni NUMBER 227 o 2 PIPE RED CAP p I. ear o N83 °24'0 ae I 246.84' ' N i � ^ 1 � p k 2' REFERENCE NOR THING= 2179335.5_ i i - 1.99 C.Y. OMILL YARDS x - 1 1 x x 1 y 1X• x2 E5 S71NG=531268.3 15.52 N 5• 43. 1 _ 47 iv I� 4.41 A l 4 14.4 0 1B x .9 bb x15.E 615.4+ 15 b 751 115. 1B .'fSr K ,C o ?7.? K ~ o fail n O ALL WATER TOSH E AWAYMD 7777 ,1 p aW � MIMED< 1z1g24 N LANDwARDTHE SOUTH UNE OF 3r PER PLAT 7o' 1 '4 o m 2 STORY FRAM RESIDENCE a I% 015%.58 1 v x15.5 LOT 15,14 , 14, 42 RESVSVX P37 0 4 FL RM'20' 2130 �.. 5. 0 21NUMBER 4 2 Y ,�.� FNY1511 FLOpi-17.88 14 ` 1521 15.37 vy fZQ' r o 4.85 6.4 Ci ry (J1 �. 12Q • p 1. 15.51 15.415.47 x 15.5 4.45 x `� 15 5.42 •� 5.5� 15.5 5. 15.51 14.60 x16. C) 0 WA M? # CONCRETE DRIVE 39 1 15.2: 15.39 15.5 47 1 15,61 •56 557 , » 0 W 24 .21 ) (58321'48"W 197.30' IRON - ON) AL 16 5 ED AWAY FRO IND5 SET MAGNA[ 14.E (44.9) 2 J`" 246. / SV3•J7' & MW LAW" 15.3 EWVA11GW-11148 FOUND 1\2" IRON �O-) P rag MWD/NG UNE PIPE NO CAP NORTHING=2179285.5 10 BETWEEN LOTS 2 1271-9 3/8" CCCL TO W. EASTTNG=531271.0 AND 3 ACCORDING TO RNAL DECREE /N o 145'-G 11211 CCCL TO E. SUIT Na. 77346-& RECORDED IN No CHANCERY ORDER o BOOK 440, PAGES � 375 TO 37a ti 145'- 10 I /2" CCCL TO E. CORI` /ORNER PORCI.1 ADDITION OF ON 5TOK OKNEK OF ONE STORY POKCI1 ADDITION 2 STORY FRAME RESIDENCE Q "ni NUMBER 227 R OF ONE 5TO Y POKCM ADDITION FOUNDATION 'r� ear FOUAID P 1 1(50'-2" CCCL TO EXTENT OF WOKK LIMITS AND I" AND FENCING 0 UNIDENTIFIED 32' Si -RIP AS SHOWN ON PLAT BOOK 5, PAGE 69 IIGILL Qv LIME 0.2" 1 FOU D 1\2- IRON x 1 NO CA( P4.5 WILL 1�VrALUMIN4FEN 44 IEPLA DOST. 7- x9 WOOD QE00W g5A9 BE 15.87 REPLAN 563N R PROJECT NORTH PROPOSED SITE PLAN 1 "-20' EM INDICATES ADDITION MAP SHOWING SURVEY OF: LOT 3, BLOCK 27, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, ACCORDING TO T E PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND ACCORDING TO FINAL DECREE RECORDED IN CHANCERY ORDER BOOK 440, PAGE 375 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY , FLORIDA, TOGETHER WITH ALL OF THE LAND LYING EASTERLY OF AND BETWEEN TF E EASTERLY PROJECTIONS OF THE NORTHERLY AND SOUTHERLY LINES OF SAID LOT3 TO THE EROSION CONTROL LINE OF DUVAL COUNTY, FLORIDA. OWNERS JANET S. HEALY AND CHARLES D. HYMAN I � Iw +14.42 THIS DRAWING IS AN INSTRUMLNT OF SERVICE, THE DRAWING AND THE INFORMATION THEREON IS THF PROPERTY OF BRESLIN & GRAY DESIGN, P.A. ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF HRLSLIN & GRAY DESIGN, RA., IS EXPRESSLY FORBIDDEN. COPYRIGH F 0 HRLSLIN & GRAY DESIGN, P.A. z NO CHANGE TO NO CHANGE TO I FOOTPRINT OF EXISTING FOOTPRINT OF FX15TING TWO STORY Y10U5E TN10 GARAGE ALL WATER TO SHED LANDWARD _ A + 17.86' FINI5FiFD FLOOR AT +15 i +15.4 +15.5 +14.72 +14.72 +15.25 +16.2 FOUNDATION FOR ADDITION ADDED TO SIUE OF EXISTING PORCH. tTATCTI INDICATES CUT 501L dl SITE SECTION 1 11111_20' ® EXISTING GRADE ® FILL ZONING DISTRICT: 3 1 v ADDIT ON ADDED TO 51DE of EX15TI G ONE STORY PORCH NEW ECKING AND WOOD 5ENC F5 TO BE ADDED TO DECK REPLA E EXITING STEPS -DARK HATCH DENOTES FILL +15.83 -+15.9 SEASONAL HIGH WATER LINE EDGE OF VEGETATION g,7 .0 x 1 x1 .5 x179 x 3, 8.9 5.9 ^, n � O 8.3 x7.7 x82^ 1 0 173 x12. 1 1 .3 x5.3 n h �o z3 x76 x .6 x1 .4 x1 4 x1 7 )12. 9.0 x6. MEAN HIGH WATER LINE x3.7 x2.3 x1.2 7 •� N )(3.7 x 2.3 x11.0 x - - M P E R V I O U 5 5U R E ACE AREA CALCU L AT I O N 5 I EXISTING S ITE PROP05ED 51TE I-IOU5E 2,380 S.F. DETC A HED GARAGE 722 5 F. I ,932 5.f. WALKS/ PATIO/ DRIVEWAY TOTAL IMPEKVIOU5 AREA 5.034 5.F. OF, 41`7o HOUSE 2,380 S.F. DETACt1ED GARAGE 722 S.F. WALKS/ PATIO/ DRIVEWAY 1,962 S.F. (INCREASE IS JUST FOR FOOTINGS AT PORCH ADDITION) TOTAL IMPERVIOUS AREA 5,084 S.F. OK41% TOTAL LOT AREA 12,322 S.F. TOTAL LOT AREA (WITI1IN CCCL) 1 0, 102 S.F. 35'-0" A50VE GKADE MAX 50LOING HEIGHT NO WATER TO 5E SHED TOWARD OCEAN- NATURAL Oh' IN LAND5CAPE TO AID IN INTERCEPTION OF ANY RUN OFF +ix�i�iiiiiiii +15 +14.34.3 +13 412 +11 +10 +9 +8 +8 +10+11+12+13 +16+17+16 +13 +11+10+9;+8 +7.0 +6.0 +5.0 +9 15 14 12 +14 +15 z i u z O O; w u1 a z� z; z 0 Q Ow:w Ni Q �i �j0 o;> ! I i x-9.9 X1.6 X0.9 )(0.8 x 0.4 0.0 x 0.4 x 0.4 ,-0.3 xb.0 x_0.3 x -0.3 'CUT/E I LLC ALC 11� 5 FOR ADDITION FILL NET 61 N/A 1.99 C.Y. + 1.99 C.Y. "ni N / A FOUND 1\2" IRON "ILLEGIBLE" o 'r� I& CAP o � O i I N i o 0 C.Y. a m i i - 1.99 C.Y. NET FI LL PROVIDED=+0CU131C YARDS .I i N I i i iv I� I� I I I i i ADDIT ON ADDED TO 51DE of EX15TI G ONE STORY PORCH NEW ECKING AND WOOD 5ENC F5 TO BE ADDED TO DECK REPLA E EXITING STEPS -DARK HATCH DENOTES FILL +15.83 -+15.9 SEASONAL HIGH WATER LINE EDGE OF VEGETATION g,7 .0 x 1 x1 .5 x179 x 3, 8.9 5.9 ^, n � O 8.3 x7.7 x82^ 1 0 173 x12. 1 1 .3 x5.3 n h �o z3 x76 x .6 x1 .4 x1 4 x1 7 )12. 9.0 x6. MEAN HIGH WATER LINE x3.7 x2.3 x1.2 7 •� N )(3.7 x 2.3 x11.0 x - - M P E R V I O U 5 5U R E ACE AREA CALCU L AT I O N 5 I EXISTING S ITE PROP05ED 51TE I-IOU5E 2,380 S.F. DETC A HED GARAGE 722 5 F. I ,932 5.f. WALKS/ PATIO/ DRIVEWAY TOTAL IMPEKVIOU5 AREA 5.034 5.F. OF, 41`7o HOUSE 2,380 S.F. DETACt1ED GARAGE 722 S.F. WALKS/ PATIO/ DRIVEWAY 1,962 S.F. (INCREASE IS JUST FOR FOOTINGS AT PORCH ADDITION) TOTAL IMPERVIOUS AREA 5,084 S.F. OK41% TOTAL LOT AREA 12,322 S.F. TOTAL LOT AREA (WITI1IN CCCL) 1 0, 102 S.F. 35'-0" A50VE GKADE MAX 50LOING HEIGHT NO WATER TO 5E SHED TOWARD OCEAN- NATURAL Oh' IN LAND5CAPE TO AID IN INTERCEPTION OF ANY RUN OFF +ix�i�iiiiiiii +15 +14.34.3 +13 412 +11 +10 +9 +8 +8 +10+11+12+13 +16+17+16 +13 +11+10+9;+8 +7.0 +6.0 +5.0 +9 15 14 12 +14 +15 z i u z O O; w u1 a z� z; z 0 Q Ow:w Ni Q �i �j0 o;> ! I i x-9.9 X1.6 X0.9 )(0.8 x 0.4 0.0 x 0.4 x 0.4 ,-0.3 xb.0 x_0.3 x -0.3 'CUT/E I LLC ALC U LATI ON CUT 5 FOR ADDITION FILL NET II 51TE N/A 1.99 C.Y. + 1.99 C.Y. AREA UNDER SLAB N / A NA / O C.Y. PILES N/A N/A 0 C.Y. BEAMS N/A N/A 0 C.Y. FOOTINGS 1.9s) C.Y. 0 C.Y. - 1.99 C.Y. NET FI LL PROVIDED=+0CU131C YARDS +4.0 +3.0 *2.0 I z� =z ID/ ZIW +1 +0.4 SITE PLAN IS BASED ON SURVEY DATED 12/17/2003 PROVIDED BY: BOATWRIGHT LAND SURVEYORS, INC. ADDITIONAL BUILDING TIES ADDED - JULY 26, 2016 BOUNDARY UPDATE - JUNE 29, 2016 ADDED TOPO - APRIL 5, 2004 REVISIONS - APRIL 5, 2004 REVISED FLOOD CERTIFICATION: MARCH 22, 2004 REVISIONS FEBRUARY 9, 2004 Breslin & Gray Design, P.A. 1404Belvedere Avenue Jacksonville,FL. 32205 904 - 708 - 0023 (f)888 - 783 - 9212 carriebreslin g c o in c a s t.n e t ■ Consultants: VERA GREEN, P.E. STRUCTURAL ENGINEER 224 N. Roscoe Blvd. N. Ponte Vedra Beach, Florida 32082 Phone 904.270.9189 E-mail vera@veragreen.us FL P.E. No. 77507 - HEALY-HYMAN - RESIDENCE Renovation 239 Beach Avenue Atlantic Beach, FL. 32233 OG�o�j�oo %0 OFI�Oco ��. "! o gg (IUIo ERS ° O I ° � a,o o Y-0 AR96940 ° o/ ogg OFFICE COPY ■ Scale: AS NOTED • ■ Sheet name: • PROPOSED SITE PLAN & SECTION ■ Sheet Number: • Issue Dates: • 61211 G DEP APPLICATION ■ Revisions: • 9/ 1 2/ 1 G REV. IADEF APP. PROJEr%T NORTH ------------ �] FROF05ED FI RST FLOOR PLAN 11411 = 1 '—OII L I I I I I I I L I I I I BULB LUMENS I _ L --------------- ------- -- -- 14'-9 1 /fib"± 3'-1 3/8"± Ea. CTIONA/F-l.l O l.2 i Ill L20 O w J �LID S WALL y L LIVERED WALL - PRO,•�CT NOE TH �rR\'I<'r. -I lir DRA\\'IIli \\D Illi \I()R\111 I( -...I Rr()\-I� c)r I3Rr-il_IN1 (iR \\ D�� 6- I`.:\. U)' RrPHODI ('1I)]. ,A1 I rR A I I11 OR I,1I P D R OIIIrR nLI T III'6M[Sp[D1IlWF,'I 'I 'O)' 'IF ]Carl1 rS COA5rSl OI' roenI(iii�. nr��Rlaur Q 13acsu—raAr Drsl(sc r n CA SOLID WiALL ELECTRICAL LEGEND SYMBOL FIXTURE L I I I I BULB LUMENS I L--- — — 14'-9 1 /fib"± 3'-1 3/8"± Ea. CTIONA/F-l.l O l.2 i Ill L20 O w J �LID S WALL y L LIVERED WALL - PRO,•�CT NOE TH �rR\'I<'r. -I lir DRA\\'IIli \\D Illi \I()R\111 I( -...I Rr()\-I� c)r I3Rr-il_IN1 (iR \\ D�� 6- I`.:\. U)' RrPHODI ('1I)]. ,A1 I rR A I I11 OR I,1I P D R OIIIrR nLI T III'6M[Sp[D1IlWF,'I 'I 'O)' 'IF ]Carl1 rS COA5rSl OI' roenI(iii�. nr��Rlaur Q 13acsu—raAr Drsl(sc r n CA SOLID WiALL ELECTRICAL LEGEND SYMBOL FIXTURE TOTAL # BULB LUMENS TYPE OF MOUNTING OF EA. OUTPUT AND MOUNT HEIGHT FIXTURE TYPE O L2 L-0 I G (WILDLIFE 2 MR I G LED 5 WATT AMBER RECESSED LIGHT ABOVE GRADE CERTIFICATION # 2008-08) -'1 ti�ee r.(cH Wildlife Lighting Certification Number 2008-08 The L-016 recessed fixture combines the flexibility of a standard MR16 lamp with the corrosion resistance expected of a Beachside fixture. The gasket on the brass trim securely seals up against the bottom of the recessed, stainless steel can and the frame is powder -coated steel. An internal brass bracket as- sembly allows angling of the lamp up to 30` with 360° rotation. The L-016 is intended for new construction applications and is integrated with magnetic transformers (120V primary, 12V secondary). Housing Recessed ceiling fixture for new construction. Mounting Lamp housing is removable through ceiling aperture for access to junction box. Housing can be lowered and ad- justed to ceiling thickness. Dual extension hanger bars span from 15" (38.1 cm) to 25-114' (64.1 cm) with revers- ible placement feature. Bars attach to sides along length or width of mounting frame. Hanger bars may be extend- ed to rest on T -bar grid. For insulated ceilings, maintain a minimum 3" clearance around fixture. Electrical Magnetic; Class H transformer with Molex disconnect in j -box is fully dimmable with magnetic low voltage dimmers. Transformer has internal thermal protection. J -box has (4) 1/2" K.O.'s and (2) concentric 1/2" x 3/4" K.O.'s with spring latch access plates. Suitable for Wet Location Use. Lenses Tempered soda lime glass. —CL Clear _FR Frosted Lamp GU5.3 • MR16 LED Cree chipset 3W -A -NFL 5 Watt Amber 25' narrow flood Amber (1500K) Accessories _ HL-MR16 Lamp -attached honeycomb louver, 1/8" (3mm) thick PR-MR16 Lamp -attached prismatic spread lens Finish FIN -BK Black Acid Finish FIN -1313 Dark Bronze Acid Finish FIN -NK Satin Nickel Plating FIN -WH White Powder Coating Unfinished is standard; no specification required. The fixture will weather to a natural patina. The patina process is natural with brass and copper. Rate 5 7 of patina and eventual color is dependent upon climate and proximity to the ocean. Thus, Beachside does not guarantee any specific appearance. Weight: 7 Ins. [32 kg] IP 66 CSA Listed; file #190030 10 year fixture warranty 3 year warranty on MR16 LED lamps 02:5" [6.3cm] Adjustment br< allows aiming up b Ceiling 0.4" [0.9cm] A 05.0" [12.7cm] 02.1" [5.4cm] 1 i' [14.Ocm] I- 0.8" [2.1 cm] i 5" [14:6cm] 0 5.25" [13.3cm] Qo --- Opp 10.5" [26.7cm] o Ceiling Opening: 4-318" Max Ceiling Thickness: 1" FiTiRTINIARMIR-MV Project i By Date For ordering purposes, please specify (example: L-016---CL-5W-A-NFL—HL-MRI6--FIN-13K) L-016 — — — — Fixture Lens Lamp Accessory Finish (if any) BEACHSIDE LIGHTING • 606-405-6732 - www.Beechsidet,ighting.com ■ Breslin & Gray ■ Design, P.A. 1404Belvedere Avenue Jacks onville,FL. 32205 904 - 708 - 0023 (f)888 - 783 - 9212 carriebreslin g c o m c a s t.n e t ■ Consultants: VERA GREEN, P.E. STRUCTURAL ENGINEER 224 N. Roscoe Blvd. N. Ponte Vedra Beach, Florida 32082 Phone 904.270.9189 E-mail vera@veragreen.us FL P.E. No. 77507 STARR SANFORD DESIGN INTERIOR DESIGNER 370 4th Avenue South Jacksonville Beach, Florida 32250 Phone 904.707.9761 E-mail julia@starrsanforddesign.com - HEALY-HYMAN - RESIDENCE Renovation 239 Beach Avenue Atlantic Beach, FL. 32233 OFFICE COPY ■ Scale: AS NOTED • ■ Sheet name: • ELECTRICAL PLANS ■ Sheet Number: • • ■ Issue Dates: • 61211 G DEP APPLICATION 9/27/1 G PRICING SET ■ Revisions: • 9/1 2/1 G REV. IADEP APP. NOT FOR CONSTRUCTION PROJECT NORTH EX15T1 NG EI K5T ELOOK PLAN PROJECT NORTH z EXI5TING 5ECOND ELOOK PLAN A-1.0 1I I, IS "6$I",MrA101' SERV IC[. I l IF DR V-- AVD I' IG V OR11:I I10A I II' RP(lA 19 1'lF sorraIT (I RRIILI\ S OR \) DT 1R.\. r.,\. IOR (1111�R I11.-\� 11I� I\ �\ DSD I'ROI�(1_ �\ I I It)I,l IIIA RI"I I �\ ( _,1—"I 01 RRIll l\&'OFF\ Df -"l—, r. i\. Il 1\PRrlll_I' I<JRRIDDF\. CUP} RI(il li 0 FRrsi r, &GRA, DF -i\. RA. MAST. VEST. 212 CARPET TO BE REMOVED WINDOW LOCATION APPROX. MASTER BEDROOM 218 VAULTED CEILING CARPET TO BE REMOVED REMOVE DOOR WOOD BEAM BTM. DWO. AT 88" TWO-SIDED BTM AT GAS FIREPLACE 83.25" AND MANTLES TO BE REPLACED SITTING ROOM REMOVE WALL AND BUILT-IN 219 95.5" CEILING CARPET TO BE cz Q REMOVED CD � ml� ��ppqq BZW --REMOVE WALL 20 4" SILL 78 4" HD �_ o Un T - n = ,y\; miv ml� O O �0 N \ N I PER STRUCTURAL REMOVE SOFFIT AS NEEDED FOR ROOF EXTENSION OVER NEW BBQ AND SUMMER KITCHEN REMOVE AND REPLACE ALL PORCH STEPS reBreslin & Gray sian. P.A. LIVING 114 PROJECT NORTH FKOF05FD FI RST FLOOD PLAN 1/411 = 1 1-011 PAINT EXISTING BOOKSHELF OTHER FINISH WORK Al SECOND FLOOR PER INTERIOR DESIGNER 'JEW QUARTER SAWN WI;iITE OAK FLOOR PER INTERIOR DESIGNER LEAVE EXISTING hr-.KDWOOD FLOORING AROUND TOP OF STAIR PAI,�!TED FENNY GROOVE WOOD WALL MAST. VEST. 212 NEW HARD\ FLOOR 5TA1 R - - HALL 211 - NEW HARDWOO J-1 LI N 2Y4 51-IINGLE WALL 0 LLJ G O=z �00 z o_ � 0 PROPERTY LINE MASTER BEDROOM - - 218 -_ EXT. VAULTED CEILING NEW HARDWOOD FL. _ CURRENT OPENING 15 DRYWALL - WITH BTM. OF OPENING AT 83.25" NEW 3G"W DOOR TO AFF.- SEE IF IT 15 F055IbLE TO MATCH EXISTING MATCH WOOD BEAM FROM OTHER UNDER NEW HEADER 51DF_ IN TH15 LOCATION (MAY BE BEARING WALL) - - z ROOM 51TT1NG - I - z u - 219 95.5" CEILING NEW HARDWOOD FFLOORING AND WOOD -- O CEILING TO MATCH -- F0 MASTER CEILING Q m PROJECT NORTH allPROF05ED SECOND FLOOR PLAN 1/411 - I 1-011 11111 DR" .fRVI(C. '111P 'Tll IAD 11 1\I R\I.\ I11\ I III RF(J\ Is I IIT PRO PFRI1 (11 RR�,i I.1\\t R11 DFIR P 1- \\1 RI=P R)DII(l\. 1:: �R.\I Itl\.(iR 115R 1OROIurR IMA IIP A"ICADPn PRWF( 1. VCI I IUI'l I l if l� RI I l RA t DA'PAl OI RRT1LI\,i .R,%1 f,R( 1' \. 11f\PRF I1� ItI RRIDD�\. (f�P1lil(TII© RRf1Ll\S(i R:\1 Df '1(:\. P. �A. REPLACE WOOD STEPS I I II I L� I I I IJ Il- L/ -l114 V L_ "I I \ 116 REPLACE ALL WOOD DECKING (IPE OR EQUAL) X15TING APPROX. LOCATION FUFF OUT BEAM ABOVE AROUND FRONT OF MASTER BE OF EXISTING - - - COLUMN _ © I MACHINERY, EQUIPMENT, SCAFFOLDS, HOISTS, TRANSPORTATION AND INCIDENTALS NECESSARY FOR THE CONSTRUCTION OF THE WORK, AS CLOCK OUTLET 60" AFF WP W/2X FURRING AND I X PAINT SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. GRADE WOOD (TYP_@ COLUMNS) - - - - - - - GFI -- ---COVERED----- -U;A - - --- -- Z 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LICENSES, PERMITS, AND FEES TO PERFORM THE WORK. I lo;, I I ct) I PROJECT NORTH FKOF05FD FI RST FLOOD PLAN 1/411 = 1 1-011 PAINT EXISTING BOOKSHELF OTHER FINISH WORK Al SECOND FLOOR PER INTERIOR DESIGNER 'JEW QUARTER SAWN WI;iITE OAK FLOOR PER INTERIOR DESIGNER LEAVE EXISTING hr-.KDWOOD FLOORING AROUND TOP OF STAIR PAI,�!TED FENNY GROOVE WOOD WALL MAST. VEST. 212 NEW HARD\ FLOOR 5TA1 R - - HALL 211 - NEW HARDWOO J-1 LI N 2Y4 51-IINGLE WALL 0 LLJ G O=z �00 z o_ � 0 PROPERTY LINE MASTER BEDROOM - - 218 -_ EXT. VAULTED CEILING NEW HARDWOOD FL. _ CURRENT OPENING 15 DRYWALL - WITH BTM. OF OPENING AT 83.25" NEW 3G"W DOOR TO AFF.- SEE IF IT 15 F055IbLE TO MATCH EXISTING MATCH WOOD BEAM FROM OTHER UNDER NEW HEADER 51DF_ IN TH15 LOCATION (MAY BE BEARING WALL) - - z ROOM 51TT1NG - I - z u - 219 95.5" CEILING NEW HARDWOOD FFLOORING AND WOOD -- O CEILING TO MATCH -- F0 MASTER CEILING Q m PROJECT NORTH allPROF05ED SECOND FLOOR PLAN 1/411 - I 1-011 11111 DR" .fRVI(C. '111P 'Tll IAD 11 1\I R\I.\ I11\ I III RF(J\ Is I IIT PRO PFRI1 (11 RR�,i I.1\\t R11 DFIR P 1- \\1 RI=P R)DII(l\. 1:: �R.\I Itl\.(iR 115R 1OROIurR IMA IIP A"ICADPn PRWF( 1. VCI I IUI'l I l if l� RI I l RA t DA'PAl OI RRT1LI\,i .R,%1 f,R( 1' \. 11f\PRF I1� ItI RRIDD�\. (f�P1lil(TII© RRf1Ll\S(i R:\1 Df '1(:\. P. �A. REPLACE WOOD STEPS I I II I L� I I I IJ Il- L/ -l114 V L_ "I I \ 116 REPLACE ALL WOOD DECKING (IPE OR EQUAL) 17773 W1DTri TO MA_I wIDT BI -TW -N EXISTING COL MNs - J LOUVERED 5HUT ERS ABOVE 42" SHIN LED HALF WALL NOTE: BBQ MAY REQUIRE E CLOSURE FRAMING IN Th15 AREA TO BE NON -CO BU5TIBLE. BUILD PER SPECIFICATIONS 17-6 3/4" REPLACE ALL WOOD DECKING (IPF OR EQUAL) NEW FAILING TO END X15TING AFTER POTION OF KAI FUFF OUT BEAM ABOVE AROUND FRONT OF MASTER BE ROOM WAS REMOVED (REUS EXTERIOR Of STRUCTURE REMOVED P05T5 IFP 55115LE) © BOX AROUND EXT. COLUMNS MACHINERY, EQUIPMENT, SCAFFOLDS, HOISTS, TRANSPORTATION AND INCIDENTALS NECESSARY FOR THE CONSTRUCTION OF THE WORK, AS CLOCK OUTLET 60" AFF WP W/2X FURRING AND I X PAINT SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. GRADE WOOD (TYP_@ COLUMNS) - - - - - - - GFI -- ---COVERED----- TO BUILDING CONSTRUCTION. -_ o - --- -- Z 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LICENSES, PERMITS, AND FEES TO PERFORM THE WORK. lo;, I PORCH I� I 117 1 15.25" CEILING WORK. W1 REPLACE ALL WOOD 7. I I DECKING (IPE OR EQUAL) 8. THE PROJECT SHALL BE KEPT GENERALLY CLEAN AT ALL TIMES. THE PROJECT SHALL BE CLEANED AT THE END OF EACH DAY TO REMOVE STONE FACE EXCESS MATERIALS AND DEBRIS FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANING OF ALL SURFACES PRIOR II TO FIREPLACE 0 NEW PYLASTEK SHINGLED WALL TO FINAL OCCUPANCY. EXT. COLUMN 12" MIN 9. CONTRACTOR SHALL COORDINATE WITH OWNER: STORAGE OF ALL MATERIALS, PARKING OF CONSTRUCTION VEHICLES, AND STAGING OF REMOVED D151T FLUSH STONE HEA TH coMeu�TIBiEs TO MEET CODE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING OSHA SAFETY GUIDELINES. 11. GAs 50r= N COVERAGE SHALL BE IN THE AMOUNTS RECOMMENDED BY OWNER'S INSURANCE AGENT. NEW 36" 12. VENT ESS MAY BE DIAGRAMMATIC. THE CONTRACTOR SHALL FURNISH ALL ACCESSORIES AND FITTINGS OR ANYTHING REASONABLY IMPLIED FOR A BBQ (PLUM Q w z r\\ oz E uA� % 11 N NEW CO NT�EF �l 3 m 14. WARRANTIES: CONTRACTOR SHALL GUARANTEE ALL LABOR, MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL �u o Z FOR GAS) A-1.2 COMPLETION. J1 _ _. _. Q AND SIN - 1 2X4 WALL 3 SHINGLES - - - - - 16. PAINT ENTIRE INTERIOR OF HOUSE WITH THE EXCEPTION OF BEDROOM 1 _ _2/AI ---- - 5'-10 1/4°± FRAME UNDER CORLIER OF BOXED 17773 W1DTri TO MA_I wIDT BI -TW -N EXISTING COL MNs - J LOUVERED 5HUT ERS ABOVE 42" SHIN LED HALF WALL NOTE: BBQ MAY REQUIRE E CLOSURE FRAMING IN Th15 AREA TO BE NON -CO BU5TIBLE. BUILD PER SPECIFICATIONS 17-6 3/4" REPLACE ALL WOOD DECKING (IPF OR EQUAL) NEW FAILING TO END X15TING AFTER POTION OF KAI ING IN FRONT OF MASTER BE ROOM WAS REMOVED (REUS EXISTING REMOVED P05T5 IFP 55115LE) REPLACE EXISTING GAS FIREPLACE. CONT ACTOR TO VERIFY WEIGHT OF EXISTING FIKEBOX AND TO MAKE SURE NEW PRODUCT WEIGH5 EQUAL OR LESS. STRUCTURAL ENGINEER TO BE PFO IDED WITH INFORMATION ON NEW FIREBOX AND MANTLE, IF ANY, 50 51L E CAN VERIFY NEW LOAD5 DO NOT REQUIRE ANY CHANGE TO 5TRUCTUR L. REPLACE STONE TILE ON BOTH 51DE5 W/ TAINED CYPRESS WOOD PANELING (VERIFY FINISH AND DETAILS W/ INT.DE5IGNEF) 2ND LEVEL PORCH 222 EXISTING F05T TO REMAIN. REPLACE ALL FAILING AND ALL WOOD DECKING (IPE OR EQUAL) 0 Ln 91111,4, EPLACE LX15TING COLUMN X4 WALL ASTER EQ. I ES WP 42" Imo- EXISTING GUTTERS TO TIE INTO AND BUMP AROUND ROOF EXTENSION EXTEND EXISTING FLAT ROOF AND PE DECKING OVER TOP OF NEW FIREPLACE AND SUMMER KITCHEN AREA NEW COUNTER AND BUILT-IN 36" BBQ (PLUMB FOK GAS) EQ, 1 3/4' LOUVERED 5HUTTEK5 ABOVE 42" SHINGLED HALF WALL SWITCH TO NEW KECE55ED LIGHTS SEEN ON E- 1. 1 ALIGN FLUSH STONE HEARTH IN FLOOR TO ME T CODE 5'-1 1/4" EXISTING COLUMN REMOVED, NEW OiLA5TEK STONE VENEEKCLK FC7 OUTLET AND CABLE ABOVE 2° )MANTLE- VERIFY HEIGHT - CENTER BETWEEN COLUMNS - n GAS 46" 15OKEKN VENTLE55 L 1� 5HINGLL5- 5" PLYWOOD 2X4 WALL- 5'- 10 1 /4"± WIDTH TO MATCH WIDTH BETWEEN EXISTING COLUMNS 3/41' EXI-5TING COLUMN (WRAPPED LAS -TING COLUMN TO BL REMOVED NEW PILASTER 36" r1 w 1 1/2" CL OF FRAMING TO CL z OF COLUMN m NEW COUNTER AND 51NK m U O O (g N SHINGLES WP N PLYWOOD 42" 2X4 WALL LOUVERED 5HUTTEK5' ABOVE 42" SHINGLED HALF WALL FI REPLACE AREA ENLARGED 3/411 = I '-OI1 PROVIDE OUTLETS PER CODE AND AS REQUIRED FOR BBQ. LOCATE OUTLETS AND SWITCH FOR NEW RECESSED LIGHTS WITH OWNER APPROVAL. ELECTRIC POWER LEGEND GENERAL NOTES: 1. DO NOT MEASURE DRAWINGS. 2. U.O.N. MEASUREMENTS SHOWN ARE TO FACE OF STUD OR FACE OF BLOCK 3. THE CONTRACTOR SHALL CONSTRUCT AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SECURE PERMITS, INSURANCE, INSPECTION CERTIFICATES AND GUARANTEES; FURNISH MATERIALS, LABOR, SUPERVISION, TOOLS, © CABLE TV/COMPUTER MACHINERY, EQUIPMENT, SCAFFOLDS, HOISTS, TRANSPORTATION AND INCIDENTALS NECESSARY FOR THE CONSTRUCTION OF THE WORK, AS CLOCK OUTLET 60" AFF WP WATER PROOF, GFI A5 FEQ. SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. o 3_I Z 4. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENT LAWS, CODES AND ORDINANCES LOCAL, STATE AND FEDERAL THAT APPLY POLE SWITCH GFI Q TO BUILDING CONSTRUCTION. Z 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LICENSES, PERMITS, AND FEES TO PERFORM THE WORK. 6. CONTRACTOR SHALL NOTIFY DESIGNER IMMEDIATELY OF ANY FIELD DISCREPANCIES WITH THE DRAWINGS PRIOR TO PERFORMING THE WORK. 7. CONTRACTOR SHALL PROTECT EXISTING HOUSE FROM NEW CONSTRUCTION. 8. THE PROJECT SHALL BE KEPT GENERALLY CLEAN AT ALL TIMES. THE PROJECT SHALL BE CLEANED AT THE END OF EACH DAY TO REMOVE EXCESS MATERIALS AND DEBRIS FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANING OF ALL SURFACES PRIOR 0 TO FINAL OCCUPANCY. 9. CONTRACTOR SHALL COORDINATE WITH OWNER: STORAGE OF ALL MATERIALS, PARKING OF CONSTRUCTION VEHICLES, AND STAGING OF Q THE WORK. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING OSHA SAFETY GUIDELINES. 11. CONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION INSURANCE, GENERAL LIABILITY, AND AUTOMOBILE LIABILITY. LIMITS OF COVERAGE SHALL BE IN THE AMOUNTS RECOMMENDED BY OWNER'S INSURANCE AGENT. 12. INTENT: THE DRAWINGS AND SPECIFICATIONS ON THE DRAWINGS INDICATE ARRANGEMENTS AND RESULTS TO BE ACCOMPLISHED AND MAY BE DIAGRAMMATIC. THE CONTRACTOR SHALL FURNISH ALL ACCESSORIES AND FITTINGS OR ANYTHING REASONABLY IMPLIED FOR A COMPLETE JOB. �O U , w z 13. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS 00 Lu � �l 3 m 14. WARRANTIES: CONTRACTOR SHALL GUARANTEE ALL LABOR, MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL �u o Z 0 A-1.2 COMPLETION. ow Q 15. REPLACE ALL PORCH (I ST AND 2ND LEVEL) DECKING WITH IPE AND EXTEND IPE DECKING OVER 2ND LEVEL ADDITION 1 16. PAINT ENTIRE INTERIOR OF HOUSE WITH THE EXCEPTION OF BEDROOM 1 17. VERIFY IF EXTERIOR OF HOUSE IS TO BE PAINTED 18. OPERABLE LOUVERED EXTERIOR SHUTTERS AT SUMMER KITCHEN TO BE PRICED AS AZACK (VERIFY FINISH WITH INTERIOR DESIGNER) FRAME UNDER CORLIER OF BOXED OUT COLUMN 50 IT 15 NOT OVERHANGING THE BECK 19. VERIFY IF GAS LINE IS TO BE RUN TO COFFEE TABLE WITH GAS FIRE FEATURE IN CENTER 20. FIREPLACE TO HAVE SPLIT -FACED STONE VENEER AND A PECKY CYPRESS MANTEL (PER INTERIOR DESIGNER) OUTDOOR DASH INDICATES LINE OF EXTENDED/ NEW ROOFING 21. ALL NEW HARDWOOD FLOORING UPSTAIRS INCLUDING ALL BEDROOM CLOSETS AND THE LINEN CLOSET (EXCLUDING MECHANICAL CLOSET) 22. CROWN MOULD, CASING AND BASE TO MATCH EXISTING OR AS SPECIFIED BY INTERIOR DESIGNER 91111,4, EPLACE LX15TING COLUMN X4 WALL ASTER EQ. I ES WP 42" Imo- EXISTING GUTTERS TO TIE INTO AND BUMP AROUND ROOF EXTENSION EXTEND EXISTING FLAT ROOF AND PE DECKING OVER TOP OF NEW FIREPLACE AND SUMMER KITCHEN AREA NEW COUNTER AND BUILT-IN 36" BBQ (PLUMB FOK GAS) EQ, 1 3/4' LOUVERED 5HUTTEK5 ABOVE 42" SHINGLED HALF WALL SWITCH TO NEW KECE55ED LIGHTS SEEN ON E- 1. 1 ALIGN FLUSH STONE HEARTH IN FLOOR TO ME T CODE 5'-1 1/4" EXISTING COLUMN REMOVED, NEW OiLA5TEK STONE VENEEKCLK FC7 OUTLET AND CABLE ABOVE 2° )MANTLE- VERIFY HEIGHT - CENTER BETWEEN COLUMNS - n GAS 46" 15OKEKN VENTLE55 L 1� 5HINGLL5- 5" PLYWOOD 2X4 WALL- 5'- 10 1 /4"± WIDTH TO MATCH WIDTH BETWEEN EXISTING COLUMNS 3/41' EXI-5TING COLUMN (WRAPPED LAS -TING COLUMN TO BL REMOVED NEW PILASTER 36" r1 w 1 1/2" CL OF FRAMING TO CL z OF COLUMN m NEW COUNTER AND 51NK m U O O (g N SHINGLES WP N PLYWOOD 42" 2X4 WALL LOUVERED 5HUTTEK5' ABOVE 42" SHINGLED HALF WALL FI REPLACE AREA ENLARGED 3/411 = I '-OI1 PROVIDE OUTLETS PER CODE AND AS REQUIRED FOR BBQ. LOCATE OUTLETS AND SWITCH FOR NEW RECESSED LIGHTS WITH OWNER APPROVAL. ELECTRIC POWER LEGEND NOTE: -ALL LIGHT5 TO MEET 100% EFFICIENCY -OUTLETS TO BE LOCATED PER CODE FEQUIFEMENT5 -IF APPLICABLE, QUALIFIED PROFESSIONAL TO LOCATE SPEAKERS AND THERMOSTATS WITH OWNER APPROVAL -IF APPLICABLE.. SECURITY SYSTEM (T.P.s, ETC.)TO BE INSTALLED A5 DESIGNATED BY OWNER -ABOVE COUNTER RECEPTACLES TO BE SET HORIZONTALLY -VERIFY SWITCH AND OUTLET LOCATION5 WITH DESIGNER WHEN LOCATED IN WALL WITH TILE OR WAINSCOT -ANY 5WITCHE5 FOR EXTERIOR LANDSCAPE LIGHTING, ETC. SHALL BE PROVIDED INTO CONDUIT STUBBED UP OUTSIDE THE FOUNDATION WALL AND CLEARLY MARKED EVEN IF LIGHT FIXTURES ARE NOT INSTALLED AT THIS POINT -AFCI PROTECTION PER CODE- 2 1 O. 1 2 (B) DWELLING UNITS. ALL 1 20 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOM5, DINING FOOM5, LIVING ROOMS., PARLORS, LI5FAFIE5, DENS, BEDROOMS, 5UNFOOM5, RECREATION FOOM5, CLOSETS, HALLWAYS, OF SIMILAR ROOMS OR AREA5 SHALL BE PROTECTED BY A L15TED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (A5 PER FBC 201 4 RESIDENTIAL E3902. 1 2). -5EE INTERIOR DRAWING5 AG.2 AND AG.3 FOR UPDATE5 TO EXISTING INTERIOR LIGHTING. USE EXISTING 5WITCHING WHERE APPLICABLE OR VERIFY NEW LOCATION WITH OWNER. NOTES ABOVE APPLY TO THESE PAGES A5 WELL. DUPLEX RECEPTACLE ® HARD WIRE CONNECTION (TO MATCH EQUIPMENT) ABOVE COUNTER DUPLEX RECEPTACLE © CABLE TV/COMPUTER CLK CLOCK OUTLET 60" AFF WP WATER PROOF, GFI A5 FEQ. BY FBC 20 14 5ECTION F-3902 t51NGLE POLE SWITCH GFI GROUND FAULT INTERRUPTER NOTE: -ALL LIGHT5 TO MEET 100% EFFICIENCY -OUTLETS TO BE LOCATED PER CODE FEQUIFEMENT5 -IF APPLICABLE, QUALIFIED PROFESSIONAL TO LOCATE SPEAKERS AND THERMOSTATS WITH OWNER APPROVAL -IF APPLICABLE.. SECURITY SYSTEM (T.P.s, ETC.)TO BE INSTALLED A5 DESIGNATED BY OWNER -ABOVE COUNTER RECEPTACLES TO BE SET HORIZONTALLY -VERIFY SWITCH AND OUTLET LOCATION5 WITH DESIGNER WHEN LOCATED IN WALL WITH TILE OR WAINSCOT -ANY 5WITCHE5 FOR EXTERIOR LANDSCAPE LIGHTING, ETC. SHALL BE PROVIDED INTO CONDUIT STUBBED UP OUTSIDE THE FOUNDATION WALL AND CLEARLY MARKED EVEN IF LIGHT FIXTURES ARE NOT INSTALLED AT THIS POINT -AFCI PROTECTION PER CODE- 2 1 O. 1 2 (B) DWELLING UNITS. ALL 1 20 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOM5, DINING FOOM5, LIVING ROOMS., PARLORS, LI5FAFIE5, DENS, BEDROOMS, 5UNFOOM5, RECREATION FOOM5, CLOSETS, HALLWAYS, OF SIMILAR ROOMS OR AREA5 SHALL BE PROTECTED BY A L15TED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (A5 PER FBC 201 4 RESIDENTIAL E3902. 1 2). -5EE INTERIOR DRAWING5 AG.2 AND AG.3 FOR UPDATE5 TO EXISTING INTERIOR LIGHTING. USE EXISTING 5WITCHING WHERE APPLICABLE OR VERIFY NEW LOCATION WITH OWNER. NOTES ABOVE APPLY TO THESE PAGES A5 WELL. FROF05ED ELEVATIONS 1/,411 = 1 1-011 I I IIs DR \\\ Ill 11 \\ 1111 Rt �If-\I oI SIR\'I( f IIIf DRAM l\( \\D IIIf. 1\f01,11 \ 11(,, I IIFRF_ Is 1111 I'R()I'fR I l' (�I f3RFst IN E (AAI DF -,1. R_A. \\\ RIPR(IDII( III—AI-If R.111D\-IIRIIsf II)R (�!II�R 11 �\\ 1llf" f\DfD "o", I. RII"I f\ RRIV IA l GRA}' DeslriA.PRHSA.A- ORf31D01A. (Ipv RIc'iI I'I © 13RISL1\ d (,R %I Dfst(i\-P. A. O c) EXISTI�G ROOF AND POST WITI1 NEW RAILIN BETWEEN POSTS TO MEET CODE NEW ROOF TO MATCH EXISTING OVER NEW BBQ AND PI IEPLACE AREA NEW WOOD PANELING AROUND BEAM NEW WOOD BENQ h SEAT FX15TING BEAM AND ;OLUMN5 FURRED AND RAPPED WITH NEW 42" HALF WALL BETWEEN ADDITION FROF05ED ELEVATION5 11411 1 1-011 EX15TING PORCH 5TRUCTURE NEW PANEL L=li K -- T o - ° Cz 00 �W 1 ADDITION FROF05ED ELEVATION5 11411 1 1-011 EX15TING PORCH 5TRUCTURE NEW PANEL L=li K -- T o - ° Cz 00 �W z L 5TON E HEARTH NEW PI LA5TER EITHER 51 DE OF FI REPLACE NEW PANEL VA PECKY CYPR 55 O O 000 ° ° ° F — — FLU5H IN DECK 'I I 1121''31-1 I 1/611 1 I 1/2'• CONTRACTOR TO VERIFY EXACT HEIGHT 3 PORCH 5ECT1 ON AND WIDTH OF FI REPLACE OPENING A- I .2 112'' = 1 1-011 WITH INTERIOR DE5IGNER. 5TKUCTURE AND FIN15HE5 AROUND 5ELECTED UNIT TO MEET STATE AND LOCAL CODE 301 5TA1 N LE55 5TEEL D5Q TO DE 5FLECTED NEW PILA5TER AND 2X4 WALL BEHIND PER PLAN NEW LOUVERED 5HUTTEK5 BETWEEN COLUMN5 WITH FRAME CAP ON TOP OF HALF WALL 5YON D STONE DAC1<5PLA5H AND COUNTER CAB I N ET5. 5TYLE AND FIN 15H PER INTERIOR DE51GNfR Breslin &Gray . Design, P.A. 140413elvedere Avenue Jacksonville,FL.32205 904 - 708 - 0023 (f)888 - 783 - 9212 carriebreslin @ c o m c a s t.n e t ■ Consultants: VERA GREEN, P.E. STRUCTURAL ENGINEER 224 N. Roscoe Blvd. N. Ponte Vedra Beach, Florida 32082 Phone 904.270.9189 E-mail vera@veragreen.us FL P.E. No. 77507 STARR SANFORD DESIGN INTERIOR DESIGNER 370 4th Avenue South Jacksonville Beach, Florida 32250 Phone 904.707.9761 E-mail juliaCstarrsanforddesign.com - HEALY-HYMAN - RESIDENCE Renovation 239 Beach Avenue Atlantic Beach, FL. 32233 OFFICE P ■ Scale: AS NOTED • ■ Sheet name: • PROPOSED EXT. ELEVATIONS ■ Sheet Number: • A�l 2 1 • rue Dates:•2/ 1 6 DEP APPLICATION 9/27/1 G PRICING SET 1/ 1 7/ 1 7 PERM IT SET ■ Revisions: • 9/1 211 G REV. IADEP APP. - PERMIT SET - MATCH DETAILS AND I OVERHANG OF EXISTING ROOF GUTTER TO MATCH AND TIE IN WITH EXISTING MATCH N. AND 5. OVERHANG DEPTHS MATCH DETAILS OF EXISTING PANELING AROUND PORCH STRUCTURE LOUVERED SHUTTER. THIS CAN BE FIXED IN PLACE WITH OPERABLE LOUVERS OR SHUTTERS CAN BE OPERABLE AWNING STYLE SHINGLES TO MATCH EXISTING HALF LAPPED 30L5 FELT OVER ONE LAYER BUILDING PAPER OVER 2" PLYWOOD 2X4 F LASH TRIM BOARD TO MATCH AND TIE INTO EXISTING AT DECK III DR\tit\( 11 \\1\11 RI I\IF\I()1- 1\ 11 1111'DR \\I\( \\D III' I I OR I A I1— I IIFRCOA 11 t ur PR( IFRI DR— IA.Y(R\1 DI 11<A I A \RCPRUDt(IIUA Il- 1rR II( IR I'll R 11 IIFR I \\\ I If I\ F\DFI) R(1 �( I. 'III \\IIII<t 1DRII IC\((�\ F\I(11 f Rf SI IN,`F 1 DCII(,\ I�. �\ 11F\CRIISII I WIllIDDR\. I In RI(i 111 0 FRFILI\.4 (R.\) DF,I(­R. A.. EXISTING RAILING ALL NEW FURRING AND OOD DEC INC; (EXISTING AND NEW DECK) ,--- NEW HYDR05TOP OF, EC UAL ROOFING AND WATERPROOFING C VER ENTIR ROOF (EXISTING AND NE /\/) 4" PLYWOOD OVER \� NEW ROOF RAFTER ATN W BBQ AND FIREPLACE AREA NEW SOFFIT RAF(11NG OVER NEW BB ND 5INKxAREA5 2'-G 1 /4" 3 1/2" NEW JOIST EXTENDED OUT UNDER NEW FIREPLACE AND BBQ 'I I FOUNDATION PER STRUCTURAL A- 1 .3 EXISTING ROOFS 0ULD SLOPE AWAY FROM HOUSE. C �NTINUE EXISTING SLOPE WITH ROO1 EXTENSION NEW RAFTER OVE BBQ ADDITION TIED INTO EXISTING PE STRUCTURAL NEW PANELIN . MATCH EXISTING DET ILS ON STRUCTURE EXISTING BEA (SEE 5TRUCT RAL) FUKR SO BE M ALIGNS WITH EXISTING COLUMN APPROX. 71- 10" AB VE D OK APPROX. GRADE EXISTING CO��IJMN FURRED AND BOXED ROUND WALL SECTION 1 1/2 1'-0" NEW qjTONE COUNTER AND BACK PLASH NEW CABINET NEW i PORCH DECKING EXI5T�IING FOUNDATION TO BE VERIFIED AND NEW SER STRUCTURAL ENGINEER MATCH DETAILS AND OVERHANG OF EXISTING \ ROOF GUTTER TO MATCH AND TIE IN WITH EXISTING MATCH DETAILS OF EXISTING PANELING AROUND PORCH STRUCTURE 5HINGLE5 TO MATCH EXISTING HALF LAPPED 301_5 FELT OVER ONE LAYER BUILDING PAPER OVER 2'I PLYWOOD 2X4 FLASH _\ TRIM BOARD TO MATCH AND TIE INTO EXISTING AT DECK 2'-G 114" VENTLE55 40" 1501KERN OR EQUAL (CUT AS REQUIRED TO OBTAIN VERTICAL HEIGHT DESIRED) NEW FRAMING UNDER NEW FIREPLACE NEW JOIST EXTENDED OUT UNDER NEW FIREPLACE AND BBQ EXISTING ROOF SHOULD SLOPE AWAY FROM HOUSE. CONTINUE EXISTING SLOPE WITH NEW ROOF EXISTING RAFTER EXISTING BEAM (SEE STRUCTURAL) 2X4 112" PLYWOOD I " AIR SPACE STONE VENEER LINTEL AS NEEDED FOR 5TONEFACADE BRICK VENEER STONE HEARTH NEW a PORCH DECKING EXISTING JOIST TO BE SLIGHTLY NOTCHED IF NECESSARY TO ALLOW HEARTH TO BE FLU51- WITH PORCH DECKING EXISTING FOUNDATION TO BE VERIFIED AND NEW PER STRUCTURAL ENGINEER �77�\ VA VA VA VA VAS VA VA VA, VA VA SVA �V��\�V� �� �� �77 � �� �� �� �� FOUNDATION PER STRUCTURAL\ �A VA VA VA VA VA , VA VA VA VA VA VA VA VA \ //X i�A /\/\A/\/\/�/� / i / �% �% �% �/ j�j�//'�A� V�jV�j A�jV�%V�� V�jV�jV�j�/xx/ //////////�� //fix//��/ 2 WALL SECTION Breslin & Gray Design, P.A. 1404Belvedere Avenue Jacksonville, FL. 32205 904 - 708 - 0023 (f)888 - 783 - 9212 carriebreslin cr c o in c a s t.n e t ■ Consultants: VERA GREEN, P.E. STRUCTURAL ENGINEER 224 N. Roscoe Blvd. N. Ponte Vedra Beach, Florida 32082 Phone 904.270.9189 E-mail vera@veragreen.us FL P.E. No. 77507 STARR SANFORD DESIGN INTERIOR DESIGNER 370 4th Avenue South Jacksonville Beach, Florida 32250 Phone 904.707.9761 E-mail julia@starrsanforddesign.com - HEALY-HYMAN - RESIDENCE Renovation 239 Beach Avenue Atlantic Beach, FL. 32233 OFFICE COPY ■ Scale: 1/4"=F-0" • ■ Sheet name: • SECTIONS ■ Sheet Number: • 103 ■ Issue Dates: • 81211 G DEP APPLICATION 9/27/1 G PRICING SET 1/ 1 5/17 PERM IT SET ■ Revisions: • 9/ 1 211 G REV. ILDEP APP. - PERMIT SET - GENERAL 'STRUCTURAL NOTES (THE EOL --OWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITEi. RIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE FLORIDA BUILDING CODE, FLORIDA RESIDENTIAL CODE, AND THE CITY OF ATLANTIC BEACH BUILDING CODE AMENDMENTS. 2. DESIGN LOADING CRITERIA THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: • 2014 FLORIDA 'BUILDING CODE (FBC) • 2014 FLORIDA RESIDENTIAL BUILDING CODE (FRBC) • 2005 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) • 2005 AMERICAN CONCRETE INSTITUTE (ACI 318) • MINIMUM DESIGN !LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 710) THE FOLLOWING ARE THE DESIGN LOADS AND FACTORS THAT WERE USED IN THE STRUCTURAL DESIGN OF THIS PROJECT. LIVE LOADS: •AL' -WOOD EXPOSED TO WEATHER SHALL BE TREATED •FLOOR (SLEEPING AREA) 30PSF • FLOOR (NON -(SLEEPING AREA) 40PSF • ATTIC (WITH STORAGE) 20PSF • ATTIC (WITHOUT STORAGE) 10PSF • DECKS 40PSF *ROOF 20PSF •STAIRS* 40PSF *INDIVIDUAL STAIR TREADS SHALL BE, DESIGNED FOR THE UNIFORM LOAD OR A 3001b POINT LOAD DISTRIBUTED OVER 4sgin. • RAVES `TION • GUARDS/HANDRAILS 5D PLF & 200 LB POINT LOAD IN ANY DIRECTION GUARDRAIL INFILL COMPO\FNT 50I- SF 3 SIRUCT'NR,A!L DRAWINGS SHA__ BF 'USED IN! CONJUNCTION WITH ARCHITECTURAL DRAWINGS (AS APPLICABLE) FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CC\DITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OR ENGINEER 0' ANY DISCREPAIN'CI'ES PRIOR TO CO'N'STRUCTION. 4 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5 CONTRACTOR SHALT_ PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE, CONTRAGTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ,ARCHITECT AND THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATIS'-Y THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ,ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 9. IT IS ADVISABLE THAT THE OWNER EMPLOYS AN ENGINEER TO PERFORM SITE OBSERVATION DURING CONSTRUCTION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER OR THE OWNER'S REPRESENTATIVE. 0"E0TECHNICAIL_ 10, GEOTECHNICAL REPORT NOTE: NO GEOTECHNICAL REPORT PROVIDED. ALL FOOTINGS TO BEAR 12" MINIMUM BELOW GRADE AND ON S01 -IDLY COMPACTED SOIL. REN0VATI0N 11 DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER �� SuITABLE TO THE WORK SEQUENCES. 12. EXISTING WALLS SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. A. ALL NEW OPENINGS THROUGH EXISTING WAILS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS INTO CONCRETE SHALL BE ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 13: CONTRACTOR SHALL CHECK FOR CRACKS AND OTHER DAMAGE AT ALL AREAS OF NEW WORK. 14. ALL DAMAGED ITEMS SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ENGINEER OR ARCHITECT. Vv/ OCD 15 `=RAMING !_UMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. '7. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS SPINE OR HEM -FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI BEAMS POSTS (4X MEMBERS) S. PINE OR DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Eb 1000 PSI (INCL. 6X AND LAR(-7ER) S. PINE OR DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI (4X MEMBERS) (6X AND LARGER) STUDS, PLATES & MISC. FRAMING S. PINE OR DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, Fc = 1300 PSI S. PINE OR DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fc = 925 PSI S. PINE OR DOUG -FIR N0. 2 16. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.LT.C. CERTIFICATE OF CONE RMANCE. 17. PLYWOOD SHEATHING SHALL BE GRADE CD, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH IBC SECTION 2304. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 18. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY EHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 19. TIMBER CONNECTORS CAL'I-ED OUT BY LETTERS AND 'NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2014, EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBG APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER ,AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, 'CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE N.NILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO PSTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS CALL ED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME CRADE (MINIMUM) AS MEMBERS CONNECTED. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH FEAMS WITH "LUS" SERIES JOIST HANG=RS. 20. WOOD FASTENERS A. NAIL SIZES S 'Z,1=IED ON DRAWINGS ^YE L=0 ON THE OLLO!'ING SPFCIFICATIC\S: SIZE LENGTH DIAMETER 0.113" 6d 2„ 8d 21 /2" 0.1-71" 10d 3" 1148" i2d 3-/4" 0_11 48„ 1.6d BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAI' -S, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE ENGINEER (PRIOR TO CON TRUCTION) FOR REVIEW AND FOR APPROVAL. B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 21. WOOD FRAMING NOTES ---THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUV STANDARDS OF THE INT. BUILDING CODE. MINIMUM NAILING, JE -E-55 OTHERWISE NOTED, SHAD_ CC\FORM TO TABI_F 2304.9.1 OF THE FBC. COORDINATE THE SIZE AND LOCATION OF ALL OPFNINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNFSER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (1997 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. B. WALL RAMING: REEFER ARCHITECTURAL DRAWINGS FOR --HE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" C.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE V'DOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS FLOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'--0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 12" O.C. STAGGERED OR BOLTED TO CON- CRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7 MINIMUM EMBEDMENT) @ 4'0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL_ MEMBERS OF BUILT- UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16c] @ 12" O.C. STAGGERED. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS @ 7" O.C. NAIL 1/2" GWB WITH 5d COOLER NAI' S AND 5/8" OWE WITH 6d COOLER NAILS. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH S11 JPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL A_L MULTI -JOIST BEAMS TOGETHER WITH 16d @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED @ 4" O.C. TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12"O.C.TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CI-NTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. LLOW 1/8" SPACING AT ALL PANEL EDGES AND EN S OF ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" O.C. UNLESS OTHERWISE NOTED OTHERWISE. ANCHOROE 22. EPDXY--GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED WITH "ET" (EPDXY TIE) OR "SET" HIGH STRENGTH EPDXY GROUT AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. ER 5279. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. CONCRETE 23. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACE IN ACCORDANCE WITH IBC SECTIONS 1905,1906 AND ACI 301 INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF Fc' = 2,500 psi AND MIX SHALL CONTAIN NOT LESS THAN 5 1/z SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. 24. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY= 60,000 PSI. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 25. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES SAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) (#5 BARS OR SMALLER) . . . . . 1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . 1 /" SLABS AND WALLS . . . . . . . . . . GREATER C= BAR DIAMETER PLUS 1/8" OR 3-" 26. CAST -IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, DIMENSIONS AND ELEVATIONS. SEE ARCHITECTURAL DRAWINGS FOR ALL SLOPES, GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, MASONRY 27, CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, CONFORMING TO ASTM C90, LAID 1N A RUNNING BOND. MORTAR SHALL BE TYPE "S" PER THE IBC. GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTAIN A MINIMUV COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS, DESIGN F'm = 1500 PSI, STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH IBC SECTION 2105.2.2.2, AND MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH FBC. UNLESS NOTE'' OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: 4" WALLS #4 @ 48" O.C. VERT 3/16 dia. WIRE JOINT REINS @8" O.C. HORIZ. 6" WALLS #4 @ 48" O.C. VERT. (2) #4 @ 48" O.C. HORIZ. 8" WALLS #5 @ 48" O.C. VERT. (2) #4 @ 48" O.C. HORIZ 10" WALLS #5 @ 40" O.C. VERT. (2) #5 @ 48" O.C. HORIZ. 12" WALLS #5 @ 32" O.C. VERT. (2) .#5 @ 40" O.C. HORIZ. IN ADDITION, dROVIDE (1) #5 (#x-@ 6" AND 4" WALLS) VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2)#4 (#4 @4" WALLS) HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2'-0" BEYOND FACE OF OPENING. IF 2'0" IS UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. LAP ALI- REINFORCING STEEL 48 BAR DIAMETERS OR 24" MINIMUM. FILL ALL CE''LLS CONTAINING REINFORCEMENT OR F MBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. UNITS MAY BE LAID TO THE FULL HEIGHT OF THE GROUT POUR AND GROUT SHALL BE PLACED IN A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 6 FEET. ALL PREPARATION AND PLACING OF MASONRY SHALL CONFORM TO SECTION 2104 OF THE F BC. PRECAST MASONRY LINTELS SHALL BE "CAST -CRETE" OR EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. S EEL 28. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE BASED ON THE LATEST EDITION OF THE A.LS.C. SPECIFICATIONS AND CODES: •SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. •A.I.S.0 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS. 29. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: •STRUCTURAL TUBING: A500 (GRADE B) FY= 46 KSI •OTHER SHAPES AND PLATES: A36 FY= 36 KSI •CONNECTION BOLTS A325 -N (3/4" DIAMETER ROUND, U.N.O.) ARCHITECTURALLY EXPOSED STEEL SHALL CONFORM TO SECTION 10 OF THE A.I.S.C. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS. ALL ANCHORS EMBEDED IN CONCRETE OR MASONRY SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. LIMITATIONS OF LIABILITY 30. THE STRUCTURAL DRAWINGS AND THESE GENERAL NOTES ARE ISSUED WITH THE UNDERSTANDING THAT IT IS THE RESPONSIBILITY OF THE OWNER TO SEE THAT THE WORK IS CARRIED OUT IN ACCORDANCE WITH THESE STRUCTURAL DOCUMENTS AND THAT ANY DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE ENGINEER. IT IS ALSO ASSUMED THAT THE FIELD REVIEW DURING THE CRITICAL STAGES OF CONSTRUCTION STALL BE CONDUCTED BY THE BUILDING OFFICIAL AND STRUCTURAL ENGINEER. NOTIFY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ANY REQUIRED SITE REVIEW DURING CONSTRUCTION SPECIAL STRUCTURAL INSPECTION 31. THE FOLLOWING ITEMS REQUIRE SPECIAL STRUCTURAL INSPECTION, `IF APPLICABLE ONLY, AS PER CHAPTER 17 OF FBC 2014: •REINFORCING OR ANCHOR BOLTS INSTALLED IN DRILLED HOLES IN CONCRETE OR MASONRY, EPDXY GROUTED •MASONRY LINTELS *STRUCTURAL CONCRETE (FOUNDATION PIERS, GRADE BEAMS, AND SLABS) *MASONRY WALLS •STEEL FRAMING AND CONNECTIONS Floor and Roof Live Loads Attics: 20 psf w/ storage, 10 psf w/o storage Habitable Attics, Bedroom: 30 psf All Other Rooms: 40 psf Garage: 40 psf Roofs: 20 psf Wind Design Data Ultimate Wind Speed: 132 mph Nominal Wind Speed: 102 mph Risk Category: 11 Wind Exposure: D Enclosure Classification: Enclosed Internal Pressure Coefficient: 0.18+/ - Components and Cladding Design Pressures: c Roofing Zone 1: +47.9 psf max., -52.3 psf min. Roofing Zone 2: +47.9 psf max., -61.2 psf min. Roofing Zone 3: -61.2 psf min. Roofing at Zone 2 Overhangs: -88.2 psf min. Roofing at Zone 3 Overhangs: -88.2 psf min. Stucco, Cladding, Doors & Windows: mm Zone 4: +52.1 psf max., -56.5 psf min. Zone 5: +52.1 psf max., -69.7 psf min. End Zone Width: 4.00 ft. The Ultimate Wind Speed was used to determine the above Component and Cladding Design Pressures. W All exterior glazed openings shall be protected from wind-borne debris as per Section 1609.1.2 of the 2014 FBC. 1 The site of this building is not subject to special topographic wind effects as per Section 1609.1.1.1 of the 2014 FBC. Geotechnical Information Design Soil. Load -Bearing Capacity: 2,500 psf Flood Design Data Flood Zone: V13 Bottom of Lowest: Horizontal Structural Member: 25.00 NAVD This table was created using Windload Calculator Plus software (2014 Florida Building Code Edition) available.frorrr WindCalcs.conr PROJIECT SCOPE •INTERIOR FRAMING REVISIONS •NEW DECK EXTENSION VSE REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REOUIREMENTS AND CONDITIONS REVIEWED BY; DATE: INDEX; S0: GENERAL NOTES Si: FOUNDATION AND FLOOR PLANS S2: UPPER FLOOR AND ROOF FRAMING PLANS S3: DETAILS Z O %0 *s C) C) oN Q '+ d' " tL " a ZX w, M o c W M W J V >� Za� L= U u . rtz. mm LLJ fi cN u M Z NZ Q J ::E a VSE REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REOUIREMENTS AND CONDITIONS REVIEWED BY; DATE: INDEX; S0: GENERAL NOTES Si: FOUNDATION AND FLOOR PLANS S2: UPPER FLOOR AND ROOF FRAMING PLANS S3: DETAILS Z O Q a O a Z M W M fV W M W J V >� Za� L= U u WW mm LLJ fi cN u M Z NZ Q J ::E a W Z 1 00 J Q LU W w J ~ O Ww z = w V) 0 O Z 0 Z a a av .,,, W fV 00 ct C ;C-4 �a a U, � o � i ro W O Q U > LJJU2a Ci a Ln W w J ~ O Ww z = w V) 0 O Z 0 Z 3i _..- Toi1SSES X24 O.C. EXIST. FLOOR TRUSSES �G4' O C I I EXIST. 10"x20" FOOTING AND 8" CMU STEM WALLS, TYP. 3%"x13'/2" G. L. EXIST. BEAM ti ..1. o O 0 u 0 co �v w 3%"x13%" G.L. EXIST. BEAM NEW CONTINUOUS 16"x10"D FOOTING W/(2) #4 CONT. NEW 8"x16" CMU PIERS W/#4 VERT. L HOOKED @FOOTING, EACH VERT. CELL NEW STAIRS TO GRADE FOUNDATION/FLOOR PLAN SSCALE: SCALE: 1/4" = 1' VEXIST. DECK 10' AS PER AS-BUILTS, TYP., EXIST. EXIST. 2-2x10 BEAM, TYP. EXIST. FRAMING TO REMAIN EXIST. 8"x16" CMU PILASTER ON 16"x24"x10" DEEP FOOTING, TYP. NEW TREATED 2x8 @16" O.C. HO "MTS30" TWIST STRAP (SIMPSON STRONG TIE) -1": EXIST. 4x4 POST ON 8"x16" CMU PIER ON 10"x24"x24" CONCRETE FOOTING W/(3) #4 EACH WAY (AS PER PERMITTED SET OF DRAWINGS ISSUED 2/22/1985 CITY OF ATLANTIC BEACH, FL) z 2x4 @16" O.C. FRAMED WALL ABOVE 2-2x8 UNDER WALL H 2-2x10 P.T. BEAM (VERIFY OR 8 NEW) S3 NEW 2-2x8 TREATED BUILT-UP BEAM 0 a N NEW STAIRS TO GRADE 5 S3 TYP. z 0 1 Q 0 Z M W N N WM W V Qu - W = uu LLI � Qw N co cc W os V M� Z NZ Q J ::E a 1 J Q TW i .o m c ♦. LL 0 co t� is � iC tii <,( y z 0 1 Q 0 Z M W N N WM W V Qu - W = uu LLI � Qw N co cc W os V M� Z NZ Q J ::E a 1 J Q TW i W ©C) (V W ' M o oOp V'1 0 Z Z m c N on y cy Q N L ti flJ o C c� n N Q cL i. W ©C) (V W ' M o oOp V'1 0 Z Z EXIST. 3"x13%" GL. BEAM TO REMAIN EXIST. NOf1 LOAD BEARING WALL TO BE REMOVED EXIST. POST IN WALL TO REMAIN NEW 2x4 @16" O.C. FRAMED WALL EXIST. 3"x13%" GL. BEAM TO REMAIN 1 S3 EXIST. NON LOAD WALL TO BE REM, EXIST. ROOF FRAMING TO REMAIN, TYP. EXIST. ROOF FRAMING TO REMAIN, TYP. 2 � UPPER LE EL CEILING/ROOF FRAMING PLAN �i SCALE: SCALE: 1/41 = 1' 3'/a' @PERIMETER AND @12" O.C. IN -FIELD UPPER FLOOR FRAMING @REMODEL SCALE: SCALE: 1/4" = 1' I S2) z p0 Q V OF_ tA az O u z 0 i r a 0 z M W M oC N N Ww `e) V Q� W=_ � a mW m Lu cN MU N Z z Q a _3 � a J a W c M � o (14 � � v ', o `'• 00 o m ®>z •�, ms LJ rC7 Li z 0 i r a 0 z M W M oC N N Ww `e) V Q� W=_ � a mW m Lu cN MU N Z z Q a _3 � a J a W t�i W Q � O rV W IT =) O N 00 t/ 1 O n Z W cl:� z Z_ f— J < LL LL o = a O J vnDcj:�a O ZNZ � N0 c M � � C � � v o t° c`u m LJ Li o M _ M L ryc- L Q u � O � L Q � � O � y u N 2 `- L J -r r r'40 Ln (_4 d r t�i W Q � O rV W IT =) O N 00 t/ 1 O n Z W cl:� z Z_ f— J < LL LL o = a O J vnDcj:�a O ZNZ � N0 1® NOT USED [� � /SCALE: SCALE: 3/4" = 1' 2X_ FULL DEPTH BLOCKING OR RIM BOARD SHEARWALL PER PLAN 7_ S. FXICT DFC'K FRAMING H2.5A 2x8 @16" O.C. NEW WALL @DECK SCALE: SCALE: 3/4" = 1' 1 f. 2 2x10 (OR ADD NEW; VERIFY EXIST.) #4 LEACH CELL v (2) #4 CONT. MTS30 AS NOTED ON PLAN ABU44Z W/ 5/8'0 A. BOLT AND W/(2) Y2'0, M.BOLTS 8 NUTS, 2X12 STRINGERS @ 16" O.C. GALV. W/ 2X4 STRONG BACK AS Q SHOWt —,� 8"x16" PIER AS PER PLAN NOTCH STRINGER TO c:) 2x6 FLAT DO NOT 0) J M PLATE TO BOTTOM PLATE NOTES: Lu 2x6 FLAT CONT. W/ (3) /\X's HILT[ PINS @ 16" O.C. z s I Q e 12"x12" CONCRETE `O FOOTING W/(2) #4 o_ `- d l .I CONT. V-4- 8 4 DECK EXTENSION SCALE: SCALE: 3/4" = 1' y \ NOT USED SCALE: 3/4" = 1' SIMPSON CS16 STRAP AT PERFORATED S.W. OPENINGS ONLY (U.N.O.) CARRY STRAP 28" (MIN.) PAST OPENING EA. SIDE, OR AS NOTED ON PLANS TYP. DOUBLE TOP PLATE TYP. STUDS TYPICAL HEADER ELEVATION &4@EXTERIOR SHEARWALL_OPENING ­__ ALE: SCALE: 3/4" = 1' aDER PER PLAN 6 x 24" LONG PER PLAN G.S.N. WOOD STAIR, TYP. C SCALE-. SCALE: 3/4" = 1' __R 2 STUDS @ EXTERIOR @ ROUGH �- 0 OPENING GREATER THAN T-0" Q 1 STUD C INTERIOR Et EXTERIOR c:) (U.N.O.) CONTINUOUS FROM TOP Z M PLATE TO BOTTOM PLATE NOTES: Lu i W M 1. FOR HEADERS SUPPORTING ROOF s I Q ONLY, PROVIDE 1 CRIPPLE FOR c 3 — BEAM OR HE, w co m W M� OPENINGS > THAN 5-0" USE 2 SIMPSON CS1 _ J CRIPPLES U.N.O. Q MULTI -STUD NAIIING PFR TYPICAL HEADER ELEVATION &4@EXTERIOR SHEARWALL_OPENING ­__ ALE: SCALE: 3/4" = 1' aDER PER PLAN 6 x 24" LONG PER PLAN G.S.N. WOOD STAIR, TYP. C SCALE-. SCALE: 3/4" = 1' __R TYPICAL STUD @JAMB 6 (LOAD BEARING WALLS) S3i SCALE: SCALE: 3/4" = 1' TOP PLATE SPLICE TYP. DETAIL 9�S,3 SCALE: SCALE: 3/4" = 1' NOTES: 1. NOTCH CUTS ALLOWED IN TOP OF JOISTS ONLY - NOTIFY ENGINEER PRIOR TO CUTTING BEAMS-TYP. U.N.O. 2. THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD "I" JOISTS. 2 TYPICAL NOTCHES IN WOOD DETAIL �S3) SCALE: SCALE: 3/4 = 1' 10 HOLES C CL OF JOISTS ONLY D = DEPTH OF JOIST DI = STUD WIDTH L = CLEAR SPAN HOLES AT CL. OF STUDSI NOTES: ONLY 1. HOLE CUTS ALLOWED IN JOISTS AND STUDS ONLY - NOTIFY ENGINEER PRIOR TO CUTTING POSTS OR BEAMS - TYP. U.N.O. 2. THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD "I" JOISTS. CL. HOLES IN STUD 3 TYPICAL HOLES IN WOOD DETAIL c � I SCALE: SCALE: 3/4" = 1' Z 00 Qu oc�_M u � tA W Z 0-0 u 2 STUDS @ EXTERIOR @ ROUGH �- 0 OPENING GREATER THAN T-0" Q 1 STUD C INTERIOR Et EXTERIOR c:) (U.N.O.) CONTINUOUS FROM TOP Z M PLATE TO BOTTOM PLATE NOTES: Lu HEADER W M 1. FOR HEADERS SUPPORTING ROOF s a Q ONLY, PROVIDE 1 CRIPPLE FOR c 3 ROUGH OPENINGS < OR = 5'-0", FOR w co m W M� OPENINGS > THAN 5-0" USE 2 NZ Q J CRIPPLES U.N.O. Q 2. FOR HEADERS SUPPORTING FLOOR 1 Et ROOF, PROVIDE 1 CRIPPLE FOR Q ROUGH OPENINGS < OR = T-6", FOR SEE NOTES FOR TW i OPENINGS UP TO 6-0" USE 2 NO. OF CRIPPLES CRIPPLES, FOR OPENINGS LARGER THAN 6-0" USE 3 CRIPPLES U.N.O. TYPICAL STUD @JAMB 6 (LOAD BEARING WALLS) S3i SCALE: SCALE: 3/4" = 1' TOP PLATE SPLICE TYP. DETAIL 9�S,3 SCALE: SCALE: 3/4" = 1' NOTES: 1. NOTCH CUTS ALLOWED IN TOP OF JOISTS ONLY - NOTIFY ENGINEER PRIOR TO CUTTING BEAMS-TYP. U.N.O. 2. THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD "I" JOISTS. 2 TYPICAL NOTCHES IN WOOD DETAIL �S3) SCALE: SCALE: 3/4 = 1' 10 HOLES C CL OF JOISTS ONLY D = DEPTH OF JOIST DI = STUD WIDTH L = CLEAR SPAN HOLES AT CL. OF STUDSI NOTES: ONLY 1. HOLE CUTS ALLOWED IN JOISTS AND STUDS ONLY - NOTIFY ENGINEER PRIOR TO CUTTING POSTS OR BEAMS - TYP. U.N.O. 2. THIS DETAIL DOES NOT APPLY TO ENGINEERED WOOD "I" JOISTS. CL. HOLES IN STUD 3 TYPICAL HOLES IN WOOD DETAIL c � I SCALE: SCALE: 3/4" = 1' Z 00 Qu oc�_M u � tA W Z 0-0 u Z 0 nt*t►t t 0 Q c:) Z M ° r Lu N t'V W M "7 0'rYi "®" s a Q ( %% fitjtjj%''b c 3 Z 0 1 Q 0 Z M W M N t'V W M V >ILL. Z Q W Uv N w co m W M� Z NZ Q J Q 1 J Q TW i vi W 4T_ © O rV W lq- =)O LnC'6 NO W J I- J wa W H Z w vi in Number Room Name Floor First Level Finish Schedule Base Wains Finish Chair Wall Finish Crown Ceiling Mat'L Mat'1 Paint Height I Remarks --- -- -- 116 Ocean Deck IPE none none 117 Covered Patio IPE none none Note: Paint entire house except for Bedroom I New wood steps First Level Finish Plan Louvered shutters above 43" Shingled half wall a OrATICE COPY SCALE: ©2016 Starr Sanfor Design Associates, Inl drawings, written materic, and design concepts sha not be used or reproduce in whole or in part in an form or format withol prior written consent c Starr Sanford Desig Associates, Inc. V Jrn c� �o E 0 U s� ru ru U) � L L ro � y N PROJECT #: 16011 DATE: 1/18/2017 REVISED: SHEET A2.1 UP x,4 ©2016 Starr Sanfor Design Associates, Inl drawings, written materic, and design concepts sha not be used or reproduce in whole or in part in an form or format withol prior written consent c Starr Sanford Desig Associates, Inc. V Jrn c� �o E 0 U s� ru ru U) � L L ro � y N PROJECT #: 16011 DATE: 1/18/2017 REVISED: SHEET A2.1 A A� Second Level Finish Schedule 02016 Starr Sanfc Design Associates, L drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. PROJECT # : 16011 DATE: 1/18/2017 REVISED: SHEET A2.2 Floor Base EF San Juan gins at'l. none Finish Chair Wall Mat'l Finish Crown Ceiling Height Remarks Number Room Name none 1x6 Nickel board Pecky cypress Pecky cypress paint San Juan Sheetrock 7'-11" - 201 Sitting Area White oak 202 203 Master Bedroom Master Bedroom Sitting Area White oak White oak EF San Juan EF San Juan _._ non - e none none none paint paint an Juan San Juan Cypress Cypress 9'-7" 7'-11" 204 Master Vest White oak _ - - - paint - - paint paint - -- — - 205 206 Master Bathroom Master Closet White oak White oak 207 Bedroom 1 White oak Exsisting paint to remain 209 Bedroom 2 -- White oak paint 02016 Starr Sanfc Design Associates, L drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. PROJECT # : 16011 DATE: 1/18/2017 REVISED: SHEET A2.2 OFFICE COPY ©2016 Starr Sank Design Associates, L drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. PROJECT #: 16011 DATE: 1/18/2017 REVISED: SHEET A3.1 Small Crown @ Woo - L 1 1 1 A5.2 Walls && CeilingL1�j oset 206 Sitting Area 201 3 SHEET # 2 A5.2U 4 RAWINC- A Sitting Area A5.2 1 A5.2 AWING 1_ A5.2 Wide plank white oak 5Q �� Sitting2 -- S ltting A5.2 1 A5.2 RAWINGi 3 A5.2 Lower Drawer as Shown Sitting CALF: . � RAWIIJG CALE . Sitting 1 /4" ©2016 Starr Sank Design Associates, L drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. PROJECT #: 16011 DATE: 1/18/2017 REVISED: SHEET A5.2 Nickel Board-,) TV paint existing wood w/high gloss paint existing wood w/high gloss Lower Drawer as Shown Sitting CALF: . � RAWIIJG CALE . Sitting 1 /4" ©2016 Starr Sank Design Associates, L drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. PROJECT #: 16011 DATE: 1/18/2017 REVISED: SHEET A5.2 Master Bedroom / Master Sitting DRAWING # 1 A5.3 Pecky ' Cypress w/herringbone firebrick to on both sides of Fireplace replace existing Open glass shelves r Paint existing cabinets Mediterranean blue White Onyx and Glazed ceramic tiles Pecky Cypress DRAWING RAWINGSCALE L AI 5.31 A5.3 1 I'�II SCALE: on both sides of Fireplace w/herringbone firebrick to replace existing LDA] LCA A5.3 I C E.C. 01 Design Associates, I: drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. PROJECT #: 16011 DATE: 1/18/2017 REVISED: SHEET A5.3 0 I File drawer Ipainted finish Mediterranean blue White Onyx and Glazed ceramic tiles Pecky Cypress DRAWING RAWINGSCALE L AI 5.31 A5.3 1 I'�II SCALE: on both sides of Fireplace w/herringbone firebrick to replace existing LDA] LCA A5.3 I C E.C. 01 Design Associates, I: drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format withc prior written consent Starr Sanford Desi Associates, Inc. PROJECT #: 16011 DATE: 1/18/2017 REVISED: SHEET A5.3 REFLECTED CEILING PLAN KEY 4" LED recessed mounted lighting Switch See Specs A6.3 0 Can light or recessed lighting Switch 3 -Way i - h 3 W D' Q Eyeball lighting RAW ING N lt7 A6. 1 Pendant Light Large Pendant Light Small Sconce Light Wall washer 00 O Under counter lighting & Power Strip 00 ceiling Fan O O All existing lights to remain Iced room 2 209 M u Bathroom 2 210 All existing lights to remain Bedroon_t 1 207 Balliroom 1 lob 'Iosel. M M X U (:lose) u Mechanical N1asLer � 3w1tC - ay 11111 Ilk- Switch 4 -Way Switch 4 -Way Dimmer Switch Dimmer Switch Dimmer ❑O Doorbell �] Doorbell Chimes RAW ING N lt7 A6. 1 Pendant Light Large Pendant Light Small Sconce Light Wall washer 00 O Under counter lighting & Power Strip 00 ceiling Fan O O All existing lights to remain Iced room 2 209 M u Bathroom 2 210 All existing lights to remain Bedroon_t 1 207 Balliroom 1 lob 'Iosel. M M X U (:lose) u Mechanical N1asLer � Replace all l3al.11 room existing cans w/4" 205 square recesed as[ el. �esl. (.los(,l Closet)xt.Vaultedceili 204 g ❑ \'lasler B('drooi 202 Lime wash stain existing Cypress- ceiling �l isler Replace all existing cans w/4" C:loscl � square recesed zos "'Cl Replace all existing cans w/4" square recesed - wood at 88" Beam btln. Sillinti arca ❑ 20' Q �lasler' Sil1_ing sir Sheetrock� 95.5" Ceiling 20 '441, Lirie wash and Imat�h F sting Cypress El I ceiling-,--., Second Level Re-flected Ceiling Plan LJ i�ti ,u at Run elect'- Built out for automated sha es 211d Level porch 205 0M1109M COP �' ©2016 Starr Sank Design Associates, L - drawings, written mater and design concepts sh not be used or reproduc in whole or in part in a form or format with(: prior written consent Starr Sanford Desi Associates, Inc. PROJECT #: 16011 DATE: 1/18/2017 REVISED: SHEET A6.2 MAP SHOWING SURVEY OF LOT 3, BLOCK 27, PLA T No. 1, SUBDIVISION "A'; A TLANTIC BEACH, ACCORDING TO THE PLA T THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF COUNTY, LAND LYING AND ACCORDING N FINAL DECREE RECORDED' IN CHANCERY ORDER BOOK 440, PAGE 375 OF THE CURRENT PUBLIC RECORDS OFD DUVAL OF THE LAND LYING EASTERLY OF AND BETWEEN THE EASTERL Y PROJECTIONS OF THE NORTHERLY AND SOUTHERLY LIVES SAID LOT 3 TO THE DUVAL COUNTY, FLORIDA, TOGETHER WITH ALL FLORIDA. EROSION CONTROL LINE OF DUVAL COUNTY, AN POINT N875828"W 228.11' OPPOSITE R-49 DEP MONUMENT No. 72-81-A20 NOR THING=2181554.8 .o EASTING=375083.9 .rn STREET 3RDPAVED) 40' RIGHT OF WAY -a c° PT. 40 OPPOS50 - I _ I FOUND 1\2�IRON PIPE NO CAP to 'o -.p m I I I I w �o AN OPP051- Im 2 o Q 10 20 4,0 o N SCALE: 1" = 20' �I v y � I~ Cn.) N � �-- - - 5.7',0 I s -'" � 5•4 I UNIDENTIFIED 32' STRIP AS SHOWN I --_ - Olm _ ON PLAT BOOK 5, z PAGE 69 FouND 1\a" ►RON 2 STORY FRAME I PIPE NO CAP ;p O RESIDENCE MEAN HIGH WATER LINE NUMBER 261 j,\ o oO x1.2 � r M ` m \ m 2 SEA ONAL HIGH EDGE OF VEGETARONNE x 2.3 to m r / WOOD WALK x 3.1 � O 8-9 5.9 X1 433' I �" 1 .5 x179 x113- i I fl y L I 2" IRON 1 p 4 8.1 0 x 11 x N G A S 1 I I I WA FOUND 1\ 7 x O 0.2' CAP 3. I - "E 2 5.96' IRON -IRON) oN E No cc 14.5 (N83 24 ZO »Gt �4&84._.- o.s' X 6.1 0 FOUND MAG NAIL FE�G� P J •4 i'`�� X X CRETE WALL ALUMINUM FEN \ 14 0 4' I ! 2 , 1 1 , I j I I �, i IN PALM O CK WA x1 �: >2 !on I 1 ` \ ; ` h_. ;• i i �' x x 11.0 IRON p ELEVATION=15.00' FOUND 1\2" ���--1i3IG�� p,g� O I I v,0' I x PIPE RED CAP `!c 1 x 15.7 vA, 3 7 2.3' 2 2' REFERENCE t� \ \ \ 1 '1 i IDN A I I 5.3 O _ _ x 1 6 .moo. \ / 1 ` I 1Cj 9 5 � o: NORTHING=2179335 S a t t 0 f6 - =J o -0 1 y .� 9 ` gg t y co N dip\ \ I 11 V` \ b\4� N. 1 X12, 1 1 I I 3 I f G7 EASTING=53f268.3t =; 5 52 ; I \i" \ rn ` J 2 a 15 ? ..M... 5_52 r„ __ . ui 5.2'. 11.5' y 0 173 2 14.32 43. 47 S4" r 19.1 g5 1 Gua+ 0 0 13 15. _- l 1 1 y.\ O ®l 3 x7.7 x82 ` 1 I II 4 1 I j I I II . t.,4.41 x44 1 5 5 76_. i.�--- 'vo p 87 t�$i: \ -� p x8 y 1 1 1 I I I i "�+�c: V 15. 5. 1515 5 v ® 15. \ 1 .3 2• 15 41' 15' 0 / 1 1 __. ` $TSPS '� �. 0 2 STORY FRAME �, m 4 15 x r,!�l `s / a �► 6.1 " 27.2' 41 I �n ®F 7 0' o I m RESIDENCE n o 15. 1 II a1 E v = 239 hc�I \ 1 N i \ 1 ` 1 DME A SEES I I II 1 I' x 1.6 E SOUTH LIN 4 D NUMBER �_ ' go FLAG P ° O R IN iti Cn 2 S70RY WOOD PER PLAT 14 1 h w o I o iv L_-- JI 1 •g0 \ 1 n r- j t ; i I 1 ` j I I ' ` x LOT 3, _ 15. 15.2 1 �{ r I KNISH fLO0R=17.86 $d / I _ x FRAMED GARAGE WITH 15,524 , X 15.5 m I o a I h O a LiIN; NCE 71 3715.58 x 15. v 2.0' m I 1 1 O I 4 ' 6. ' g.0 Xro o I`� I f 41 n 42 Q° 0FIN SH FLOOR 2 . I 18 5.3 I 11 w \ x 7 6 D x 7.6 I x 1 x 1 x 1 h'1 4 ® � 64 O ., 85 6:43 ' 51.6' .� 6 1 1 01' 6 11 O ., 21 37 f2.6' I2, O 4.45 x 4 ' _ 15• 15• g c� x 15.5 x 16 _ _ . �j �... 14 9 ®14 FOUND 1 \2" IRON 51 ice' . 11.3' 1 1�+ 15. 15.495 47 14.60 ® ILLEGIBLE' CTI ,0 19. `0 4 15.51 T �..N.. o I &CAP " 515' 5.42 3 5.5�f 3 15.5 � W 24 . ZaN) 16 `r o WATER P. Cts CR JF i i I 39IROPJ= Ln O X 15 197.30 ' QQ ? 'T "G"' �+ o O TERSp � 15.39 47 1 .56 (S83-21'48 W ..,.. SV J 0 . ... � 1. s v 0 f 15.2 15• �� Q 14.1} 44.9' 2 / .. 69.2' 4.6 _ EN LOTS 2 v I SET MAG NAIL 15.3 § DIVIDING LINE BE AND 3 ACCORDING TO FINAL & DISK LB3672 O 0.5' P$ 77346-E, m I x ELEVAnoN=x4.48 FOUND 1\2" IRON DECREE IN SUIT No. �q PIPE NO CAP NOR7i1ING=2179285.5 C RECORDED /N CHANCERY o EASTING=531271.0 ® ORDER BOOK 440, PAGES 375 Q ! m °' 378. 2 STOP Y FRAME �ZE� iDENCE v TD r M INUMBE ! x 4 N O. / I 00 N fir, CK 69.3' ------ - NOTES: CID 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN - - DEPARTMENT OF NATURAL RESOURCES MONUMENTS - -- 72-81-A17 AND 72-81-A18 PER THE COASTAL _ _------ - I CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA. 0 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS p - o I I RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H DUVA I COUNTY, RECORDED JULY 21, 1992. L I � Z FOUND 1\2 IRON ® �, 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING' PIPE No CAP _ EXTENDED DATUM FOR TIDE 1N7ERPOLA7ION POINT 100978 - o PT. 39 (A7LAN77C BEACH, MHW = 2.04 (NA VD 1988), 77DE RANGE _ 5.0). x I 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA ro STATUTES CHAPTER 161.053 (6)(o)2. 'Seasonal high-water v line" means the line formed by the intersection of the rising I shore and the elevation of 150 Percent of the local mean tidal range above local mean high water. ANPOINT IRT 52 2.04 + (1.5 X 5.0) 9.54 (NA VD 1988) 6. COORDINATES AT PROPERTY CORNERS ARE BASED ON STATE PLANE COORDINATE SYS7FM, EAST ZONE, OBTAINED USING GPS RUN USING SPECRA PRESCISION EPOCH 50 L1/L2 \ s EQUIPMENT AND 7RIMBLE VRS SOFTWARE. "'cA• Z THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 59B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS 77 -IE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. 8. GPS RUN USING SPECTRA PRECISION EPOCH 50 L1/L2 EQUIPMENT AND 7RIMBLE VRS SOFTWARE. 9.. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC `s RECORDS OF DUVAL COUNTY, FLORIDA. 10. CONTOURS ARE COMPUTER GENERA7ED. 11. S17E BENCHMARK IS A NAIL IN A PALM TREE NEAR NOR77-1 WEST CORNER OF RESIDENCE No.237. ELEVA770N=15.00 (N.A. V.D.) DEP MONUMENT No. 72-81-A21 NOR THING=2178371.2 EASTING=375348.2 THE PROPERTY SHOWN HEREON APPEARS TO i t x0.9 X -0.3 x� p.0 x o.4 i i o- r i x'0 3 X .0 x 0.4 i i I i 0 x .0.3 X X 0.4 OFFICE COPY THIS SURVEY WAS MADE FOR THE BENEFIT OF CHARLES HYMAN & JANET HEALY. LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.29' CHANCE FLOODPLAIN), FLOOD ZONE -! "AO" (DEPTH 2) AND FOOD ZONE "VE" - (ELEVATION 16) AS WELLAS CAN BE "NOT VALID WITHOUT THE SIGNATURE AND THE DETERMINED FROM THE FLOOD INSURANCE ADDITIONAL BUILDING TIES ADDED -JULY 26, 2016 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED RATE Al No. DUVAL 12031C0 09H, REVISED JUNE BOUNDARY UPDATE - JUNE 29, 2016 SURVEYOR AND MAPPER. -3, 2013 CO NTY, FLORIDA. ADDED TOPO - APRIL 5, 2004 DONN W. REVISIONS -APRIL 5 2004 BOATWRIGHT, P.S.M. . REVISED FLOOD CERTIFICATION: MARCH 22, 2004 FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 CHECKED BY: FILE: 2016-0729DRAWN BY.. BOATWRIGHT L SURVEYORS i n c. 1500 R OB ER TSDRIVEBEACH* REVISIONS FEBRUARY 9, 2004 FLORIDA SURVEYING &MAPPING BUSINESS No. LB 3672 XREF: 2003=1516\CSK 2004-0381 CSK JACKSONVILLE FLORIDA DATE: DECEMBER 17 2003 SHEET 1 OF 1 (904)241-8550