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1596 Maritime Oak Dr RES18-0358 dwgs 7,CH HEEL HT _ ;CH BRG 6" FRIEZE (TYP) DECOR LOUVERED VENTS W/ 4" TRIM (TYP) 2"x2" TRIM OVER 1"x12" TRIM (TYP) LEFT ELEVATION GENERAL ELEVATION NOTES • PER FBC R703.7.1, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 -INCH -LONG (38 MM), 11 GAGE NAILS HAVING A 7/16 -INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED • PER R703.7.2, PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS ASSET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3) • PER R703.7.2.1 A MINIMUM 0.019 -INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED • PER R703.7.3, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS ±24"40" DECOR LOUVERED VENTS SHUTTERS W/ TRIM (TYP) 21'-7" 2nd LEVEL HEEL HT 20'-7" 2ndl LEVEL BRG _ 13'-1 1/8" OWNERS HEEL HT 12'-1 1/8" OWNERS BRG _ 11'-5 7/8" 2nd' LEVEL FFE FIBER -CEMENT SIDING W/ 4" TRIM — (TYP) OVER APPROVED HOUSEWRAP (INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS 12 5 METAL ROOFING (TYP/RE: BUILDER SPECS) (INSTALL PER MFR WRTTEN INSTRUCTIONS) (TYP) OVER APPROVED HOUSEWRAP (INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS METAL ROOFING (TYP/RE: BUILDER SPECS) (INSTALL PER MFR WRTTEN INSTRUCTIONS) 1 12 4� Fl 12 F_ W/ STUCCO PARGE COAT (TYP) 12 7 I I c I o) of o�I oil +I I +11 Eli i I � I I I I I -� 014" MAIN FIN FLR ioi— _ _ ++1-1 V-7"GRADE ELEV r ©2018 TRUE DESIGN STUDIOS, INC. BEVOLO LIGHT FOUNDATION WALL 1 (SIM) PER OWNER SPEC (TYP) STUCCO PARGE COAT A400 (TYP) REAR ELEVATION 12 -15 12 7 12 -75 ±3'-3 1/4" (TYP) D9 0 BUILDING HEIGHT 31'-2 9/16" BLDG HT FROM GRADE ELEV +/-44'-4 9/16" 20/20 FXD at ±25'-4 1/2" HH 5 ENTRY TOWER BRG 27'-1" / (NP) r6 1 1 _ 2nd LEVEL HEEL HT 21'-7" 2nd LEVEL BRG 20'-7" ±24"x14" DECOR LOUVERED VENTS BELOW TRANSOM WINDOWS at ENTRY ELEMENT (TYP) 6" FRIEZE OVER 2"x2" TRIM OVER 1"x6" TRIM (TYP at COVERED PORCH HDR) 10" DECOR LOUVERED VENTS BELOW COVERED PORCH HDR 42"H HANDRAIL (VERIFY W/ BUILDER SPECS FOR EXACT CONFIGURATION)(RE:6/A400) ±26"x26" DECOR VENT at GUARDRAIL (TYP) _ 2nd LEVEL FFE 11'-5 7/8" 12 - - \7 5 _ 1st LEVEL BRG 101-11/81, tRg�_11 112" SCALE: %4" = l'-0" +4" BUILDING HEIGHT 31'-2 9/16" BLDG HT FROM GRADE ELEV +/-44'-4 9/16" 2nd LEVEL HEEL HT 21'-7" 2nd LEVEL BRG 20'-7" 12"x42" BERMUDA SHUTTERS (TYP) REAR PORCH HEEL HT 13'-1 1/8" _ REAR PORCH BRG 12'-1 1/8" 2nd LEVL FFE 11'-5 7/8" 6" FRIEZE (TYP) DECOR LOUVERED VENTS W/ 4" TRIM (TYP) 2"x2" TRIM OVER 1"x12" TRIM (TYP) 10" FINISHED SQ COLUMN W/ 1"x6" TRIM AT BASE & CAP (RE:5/A501) (TYP) 48" H SCREEN WALL W/ HARDIE SIDING FINISH & DECOR CAP PER BLDR SPEC (TYP) TOP OF SCREEN WALL 2'-4" MAIN FIN FLR IL 0'-0" +U GRADE ELEV +/-11'-7" SCALE: %4" = l'-0" COMMUNITY DEVELOPMENT APPROVED Q W ti r X r z O tds W F_ z 0� true design studios d. 0- 4745 SUTTON PARK CT., SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS.NET U U) 0 W I— Q z U) W LL O L U) W � J U 07 z_ Q t U) 14701 PHILIPS HWY, STE 300 z JACKSONVILLE, FL 32256 Q www.dreamfindershomes.com LLJD U) W F— U-1 -Q Ne W W U U) c) O `� CL z = 0 W z 0 p O J w N � ATLANTIC BEACH COUNTRY CLUB O LOT 136 p O DUVAL COUNTY/FL p O i PROJECT NO: O 2018.003342 z DATE: 04-25-18 0 DRAWN: JAC U CHKD: DWR REVISIONS: I- 08-23-18 KLH O z 10-19-18 DWR 0 11-14-18 JBB U 11-28-18 DWR w 01-08-19 DWR LL W A201VJ U) O z MIN 9" THICK OPEN CELL SPRAY FOAM INSULATION INSTALLED PER MFR WRITTEN SPECS METAL ROOFING (TYP/RE:BUILDER SPECS) (INSTALL PER MFR WRITTEN INSTRUCTIONS) EXTEND HOUSEWRAP TO TOP OF SHTHG 2x4 BLOCKING at 24" OC — MTL DRIP OVER 1x2 DRIP — EDGE OVER 1x8 FIBER CEMENT FASCIA (PAINTED) OVER 2x6 SUB -FASCIA NON -VENTED HARDIE-SOFFIT@ INSTALLED PER MFR WRITTEN SPECS 5/4x6 FIBER CEMENT NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1193 FIBERCEMENT LAP SIDING --\ OVER APPROVED HOUSEWRAP INSTALLED PER MANUF WRITTEN SPECIFICATIONS SHTHG OVER 2x STUDS (RE: STRUCTURAL) HOLD EXT SHTHG %8' ABV T.O.B. STARTER STRIP 1 A501 LOXON MASONRY COATING - OVER STUCCO PARGE COAT GRADE (SLP AWAY FROM — STRUCTURE/TYP ALL SIDES) FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) VARIES (RE: 12 ELEVATION) �w 0 Ili Del 1 st LEVEL BRG rk 10'-1 1/8" %2' MIN. SAG RESISTANT CLG GYP BIRD PER FBCR TABLE R702.3.5 (2) 2x TOP PLATE INSULATION PER CODE 2 _ A501 II WALL SECTION z �I0 N 02015 TRUE DESIGN STUDIOS INC LV 1) i 4 A501 / 2x PT SET BACK 1/2" FROM EDGE, OVER FOAM SILL SEAL (RE: STRUCTURAL) MAIN FFE 0'-0" d d d a -III- — INSTALL VAPOR BARRIER — IN ACCORDANCE WITH — ASTM E 1643-98 8" CMU FOUNDATION NUMBER OF COURSES VARIES — (RE: STRUCTURAL) TREATED AND DEBRIS FREE SOIL FILL D 6UALL: I- = Y -U.. METAL ROOFING (TYP/RE:BUILDER SPECS) (INSTALL PER MFR WRITTEN INSTRUCTIONS) EXTEND HOUSEWRAP TO TOP OF SHTHG 2x4 BLOCKING at 24" OC MTL DRIP OVER 1x2 DRIP EDGE OVER 1x8 FIBER CEMENT FASCIA (PAINTED) OVER 2x6 SUB -FASCIA NON -VENTED HARDIE-SOFFIT@ INSTALLED PER MFR WRITTEN SPECS 5/4x6 (FIBER CEMENT FIBEIRCEMENT LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MANUF WRITTEN SPECIFICATIONS MIN 4" THICK OPEN CELL SPRAY FOAM INSULATION INSTALLED PER (MFR WRITTEN SPECS NOTI'=: RE: FLOOR PLAN (SH A110 120) FOR WINDOW SIZE. RE: WINDOW MFR SPECS FOR CODE COMPLIANCE AND INSTALLATION DATA NOTE: APPLY SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 11,011 FIBERCEMENT LAP SIDING —� OVER APPROVED HOUSEWRAP INSTALLED PER MANUF WRITTEN SPECIFICATIONS SHTI-IG OVER 2x STUDS (RE: ,STRUCTURAL) HOLD EXT SHTHG %8" ABV T.O.E. STARTER STRIP LOXON MASONRY COATING OVEt STUCCO PARGE COAT GRADE (SLP AWAY FROM STRUCTURE/TYP ALL SIDES) FOUNDATION/FOOTING VARIES (RE: STRUCTURAL) VARIES (RE- 12 MIN • OPEN CELL SPRAY _=LEVATION� F FOAM INSULATION INSTALLED ]�,_0070 �0 PER MFR WRITTEN SPECS I .�<_I �w 0 2nd LEVEL BRG 20'-7" %2" MIN. SAG RESISTANT CLG GYP BRD PER FBCR TABLE R702.3.5 (2) 2x TOP PLATE INSULATION PER CODE %2' GYP BIRD 2x PT PLATE OVER ADHESIVE SEALANT (RE: STRUCTURAL) T&G PLYWD SUBFLOORING INSTALLED PER MFR WRITTEN SPECS OVER PRE -ENG WOOD FLOOR SYSTEM PER APA FORM NO. E30U (RE: STRUCTURAL) 2nd LEVEL FFE 11'-5 7/8" (RE: ELEV) 1st LEVEL 14 10'-1 1/8" (RE: ELEV) Y2" TYPE "C" or 5/8" GYP BIRD at CLG (2) 2x TOP PLATE INSULATION PER CODE 2x PT SET BACK 1/2" FROM EDGE, OVER FOAM SILL SEAL (RE: STRUCTURAL) MAIN FFE 0'-0" 4 4 ql INSTALL VAPOR BARRIER N IN ACCORDANCE WITH ASTM E 1643-98 8" CMU FOUNDATION _ NUMBER OF COURSES VARIES (RE: STRUCTURAL) — TREATED AND DEBRIS D ° FREE SOIL FILL TYP TWO-STORY WALL SECTION ©2015 TRUE DESIGN STUDIOS INC. SCALE: 1 " = 1'-0" CN N 1 1/2' V-7 1/2" r 61 SOFFIT BRACKET DETAIL �A400) ©2015 TRUE DESIGN STUDIOS INC. 0 M 1 1/2' SOFFIT BRACKET DETAIL 2X6 KDAT PINE (TYP) PAINT PER OWNERS SPEC 4X4 KDAT PINE (TYP) PAINT PER OWNERS SPEC SCALE: 1"= V-0" 2X6 KDAT PINE (TYP) PAINT PER OWNERS SPEC ,X4 KDAT PINE (TYP) 'AINT PER OWNERS ►PEC A400 ©2015 TRUE DESIGN STUDIOS INC. SCALE: 1" = V-0" MAIN 0'-0" 4 FFE LOXON MASONRY COATING OVER STUCCO PARGE COATFMI ° {I II IIS_ INSTALL VAPOR BARRIER co N IN ACCORDANCE WITH GRADE (SLP AWAY FROM ASTM E 1643-98 STRUCTURE/TYP ALL SIDES) 8" CMU FOUNDATION NUMBER OF COURSES VARIES (RE: STRUCTURAL) — TREATED AND DEBRIS FOUNDATION/FOOTING VARIES FREE SOIL FILL (RE: STRUCTURAL) D Q W ti x Z O 0tds W Z_ w true design studios 0- 4745 SUTTON PARK CT., SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS.NET J U U) ❑ H Q Nof Z W Lmj W LL O o C) LO W W Q C) W Q Z Q C� 14701 PHILIPS HWY, STE 300 z JACKSONVILLE, FL 32256 Q www.dreamfindershomes.com ❑ U) W W Q W U U) c)O n z = 0 WZ 0 O J w < ry � ❑ N 4 PARTIAL RECESSED SHOWER DETAIL A400 ©2015 TRUE DESIGN fTUDIOS INC. SCALE: 1" = 1'-0" ATLANTIC BEACH 1"x8" TRIM OVER 1"x TRIM COUNTRY CLUB o OVER 6"x6" PT POST (RE: LOT 136 p 1%2' WIDE x %4" DEEP STRUCTURAL) O FORMED DRIP EDGE DUVAL COUNTY/FL p 1 1/2" C) PORCH_ FFE r -0'-4" p a PROJECT NO: 2018.003342 Q DATE: Z INSTA L VAPOR BARRIER D� JAC22 (— Zo IN ACCORDANCE WITH ""° DWR C) x x TM E 1643-98 GRADE (SLP AWAY I �� REVISIONS: FROM STRUCTURE/TYP = 8 CMU FOUNDATION 08-23-18 KLH U) Z ALL SIDES) NUMBER OF COURSES 10-19-18 DWR O � � VARIES V _ - (RE: STRUCTURAL) 11-14-18 JBB 11-28-18 DWR Q FOUNDATION/FOOTING TREATED AND DEBRIS 01-08-19 DWR LL VARIES (RE: ° ' FREE SOIL FILL STRUCTURAL) ° A400 co r-3 TYP SECTION AT PORCH �00©2015 TRUE DESIGN STUDIOS INC. SCALE: 1" = 1'-0" z METAL ROOFING (TYP/RE:BUILDER SPECS) (INSTALL PER MFR WRITTEN INSTRUCTIONS) EXTEND HOUSEWRAP TO - TOP OF SHTHG MTL DRIP OVER 1x2 DRIP — EDGE OVER 1x8 FIBER CEMENT FASCIA (PAINTED) OVER 2x6 SUB -FASCIA 2x BLOCKING NON -VENTED ' HARDIE-SOFFIT@ INSTALLED PER MFR WRITTEN SPECS (2) 2x8 KDAT PINE W/ DECOR END CUT (TYP) PAINT PER OWNERS SPEC 4X4 KDAT PINE (TYP/RE:---/ 5/A400) COUNTERSUNK LAG BOLT - (TYP/RE: STRUCTURAL FOR CONNECTION DETAILS) FIBERCEMENT LAP SIDING OVER APPROVED HOUSEWRAP INSTALLED PER MANUF WRITTEN SPECIFICATIONS MIN 4" THICK OPEN CELL SPRAY FOAM INSULATION INSTALLED - PER MFR WRITTEN SPECS 5/4X2 FIBER CEMENT DRIP EDGE — 5/4"X12"FIBER CEMENT 5/4X FIBER CEMENT 2X KDAT PINE DECOR JOISTS AT BALCONY W/ DECOR END CUT (RE: STRUCTURAL FOR SIZING) 2X8 KDAT PINE W/ DECOR - END CUT (TYP at PERGOLA) PAINT PER OWNERS SPEC (2) 2x8 KDAT PINE W/ DECOR END CUT (TYP at PERGOLA) PAINT PER OWNERS SPEC 4X4 KDAT PINE (TYP/RE: 2/A401) COUNTERSUNK LAG BOLT (TYP/RE: STRUCTURAL FOR CONNECTION DETAILS) MIN 9" THICK OPEN CELL SPRAY FOAM INSULATION INSTALLED PER NIFR WRITTEN SPECS ' JI W = 2nd LEVEL. BRG 20'-7" ---2=6"-- %2" MIN. SAG RESISTANT CLG GYP BRD PER FBCR TA 3LE R702.3.5 (2) 2x TOP PLATE INSULATION PER CODE Y2" GYP BRD T&G PLYWD ,3UBFLOORING INSTALLED PER MFR WRITTEN SPECS OVER; PRE -ENG WOOD FLOOR SYSTEM PER APA FORM NO. E30U (RE: STRUCTURAL) 2nd LEVEL FFE Ah 11'-5 7/8" %2" TYPE "C" or %" GYP BRD at CLG (2) 2x TOP PLATE (RE: STRUCTURAL) INSULATION PER CODE V W V \ 2x8 KDAT PINE LEDGER (RE: STRUCTURAL FOR BOLT SIZING AND FASTENING) CANTILEVERED FLOOR SECTION W/ PERGOLA DETAIL ©2018 TRUE DESIGN STUDIOS INC. SCALE: 1" = 1'-0" 1'-9 1/2" (V 4x4 KDAT PINE (TYP) PAINT PER OWNERS SPEC 4X4 KDAT PINE (TYP) PAINT PER OWNERS SPEC 3 PERGOLA BRACKET DETAIL ©2018 TRUE DESIGN STUDIOS INC. SCALE: 1" = 1'-0" r X z O Q F- tds z_ w true design studios 0- 4745 SUTTON PARK CT., SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS.NET U 0 W H Q z (D U) W LL O o W U 07 (D z Q U) (D 14701 PHILIPS HWY, STE 300 z JACKSONVILLE, FL 32256 Q www.dreamfindershomes.com D W U) W f' - W J W U Cn 0 o F- z Z W z p O _I W N � ATLANTIC BEACH COUNTRY CLUB D LOT 136 p O DUVAL COUNTY/FL p O 6 PROJECT NO: O 2018.003342 z DATE: 04-25-18 Q DRAWN: JAC I— CHKD: DWR U REVISIONS: H 08-23-18 KLH U z 10-19-18 DWR Q 11-14-18 JBB U 11-28-18 DWR w 01-08-19 DWR O W A401U) H O z