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1596 Maritime Oak Dr RES18-0358 dwgs 6STAIR NOTES 1. (19) EQUAL RISERS AT 7 1/4" EA (17) EQUAL TREADS AT 10" W/ 1" NOSING EA (TOTAL TREAD DEPTH TO BE 1 V MIN) 2. TREADS SHALL BE 2x12's GLUED and NAILED (RIPPED DOWN AS REQUIRED) 3. RISERS SHALL BE 1x8's GLUED and NAILED (RIPPED DOWN AS REQUIRED) 4. LANDINGS SHALL BE CONSTRUCTED OF 2x8's @ 16" OC and DECKED W/ 3/4" T&G PLYWOOD GLUED and NAILED 5. STRINGERS SHALL BE 2x12's EQUALLY SPACED (TYP) 2nd LEVEL FLOOR PLAN NOTE TO FRAMER: REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND SPACING. NOTE TO CONTRACTOR: INSTALL ALL HOUSEWRAP, WINDOW AND DOOR FLASHING, TAPING AND SEALANTS PER MFR WRITTEN INSTRUCTIONS I I I I I I I I @2018 TRUE DESIGN STUDIOS, INC. r- - - - - - - - - - - - - - - - 3'-0" 30/50 SH 7'-0" H.H. 5'-0" WIC 9'CLG 11'-9" 8'-9" BED 3 9'CLG NOTE: TUB R.O. 5'-0 0 O 6�1 ti BATH 3 9'CLG 6'-0" 60/68 8'-1- 30/50 SH 7'-0" H.H. X-0" . X-1" x a 9'CLG 00 1" 8'-9" 43'-5" 40'-8" V-6" � 3" 01 164" 81-4" 5'-3" 01 TEMP GLS SHWR 30/50 SH 30/50 SH ENCL ON 412"1-11 i 20/20 FXD T-0" H.H. 7'-0" H.H. WALL W/ SLP CAP 7'-0" N.H. (TEMP) ---------------- ml N�I o 9'CLG 0 �_--- ----`� —10"CCG---------- r _ II WIC CD BATH 4 0 s' Ctc o 2--0- I 9' CL.G o II c.I "P)THEATER TRAY TO 10' CLG 26/68 PKT 32"x68" p I I TILEX = I w SHWR o 13'-7" O = mg0 9 I X= L —^---- ---- ( LL= 60"W OPNG BED 4 ti (HDR at 8' AFF) 9'CLG I o U ciiI Go 9'CLG _ x wl o MECH `� N c = U o N QI "' 9'CLG MEDIA `o 0 JO = 9' CLG N ~ 8 rn 2 @ 26/80 = I of 36"H HANDRAIL r = NI N a. 04 °' �— --- ------ \ DN 9 irif/� /� U) ± p _L_ �L-���aaq�1% ----------- a¢1 I 1 010 I 10 11 1 X3141516171819 /�/ NoNM O 1 I �UIV I —--------- U - 04 L "1 coi - 1 N ----- in =1 I I M I N i 10" i ��' = U - co .,I LOFT UIJ Cpl 3:12 I OPEN TO - I �' = Nim 10' CLG _ IU = 1 - -_mm-) I BELOW I _3:12 cov o N 11 oI o> I SLP I Q e SLP .. r- �0 _ W_/ 8"x8" BEAMS `- p Zo I � --- - w — — — — — —--� 6-6 t27'CLG m �° i = Lx I 13'-8" I " 10'-0" 8'-0" o = o = - I I I I I41 I 11-0 CD 9 1 NOTE TO COMPONENT I — — — — ;� "' °' I NI DESIGNER: 1 142" GUARDRAIL T-8" I THIS AREA OF FLOOR I ,� U X i SYSYTEM TO BE I / WALL HT N1a 26/50 SH o = _ c i at 14'-7" AFF � _ � = o = LOADED AND I r / �,� 7 -0" H.H. W/ (c: Q 19 MANUFA_CTU_RE_D FOR I "' `O °' _ _ 26/50 SH 26/50 SH 26/20 FXD c., cq POOL TABLE. FIELD T-0" H.H. 26/70 FR T-0" H.H. 9'-6" H.H. I VERIFY. — I I 2'-0" — — — 91-9" — — — — — 3'-7 1/2" 6" TI 1'-10" X-2" T-2" 1'-10" 2'-6" 2'-6" J10 LO C vlv 1 vl� W_ COVERED L'"► a,10 I olw v= QI -_ ------------ 09 PORCH oI ----------- w — 9'CLG �I w o cI NI U = p - HDR at t8' AFF 1 30/50 SH 30/50 SH 0 zo r�A T-0" H.H. T-0" H.H. 4" BARTOP EXTENSION 2--8- D��ELOr fY�i' 2'-8" 9'-0" 4'-6" _ TO EXT CQ 27'-11" 16'-2" 43'-5" 10'-6 50" APQROVI,- Lj 15'-6" SCALE: %4'I = 1'-01' Q 0 w ti r X z O 0 tds W z w true design studios 13- 4745 SUTTON PARK CT., SUITE 402 LL JACKSONVILLE, FLORIDA 32224 LLI P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS.NET J Q U U) 0 W Q z 0 W Q LL LL O L W J Af Q 4c U U) z Q I D7 0 14701 PHILIPS HWY, STE 300 z JACKSONVILLE, FL 32256 Q www.dreamfindershomes.com 0 U) W W U U) U p U) z = 0 z w oo O _I W C Q N ATLANTIC BEACH COUNTRY CLUB LOT 136 O O DUVAL COUNTY/FL p O I 0 PROJECT NO: 0 2018.003342 z DATE: DRAWN: 04-25-18 O JAC F— CHKD: U DWR D REVISIONS: I-- 08-23-18 KLH Cn 10-19-18 DWR Z z 11-14-18 JBB U 11-28-18 DWR Of 01-08-19 DWR � 0 W Al 20 U) I— O z N c I m Q I N I I N � I [V c r I f L--� I zo I I r--� I I I I I I I I L J I I Q i I I I i I I I I o I I I Fh I I x= I c_ I I co N= I N I -------------------- i I 0 e I I ------------17'-1"--- 3'-0" 30/50 SH 7'-0" H.H. 5'-0" WIC 9'CLG 11'-9" 8'-9" BED 3 9'CLG NOTE: TUB R.O. 5'-0 0 O 6�1 ti BATH 3 9'CLG 6'-0" 60/68 8'-1- 30/50 SH 7'-0" H.H. X-0" . X-1" x a 9'CLG 00 1" 8'-9" 43'-5" 40'-8" V-6" � 3" 01 164" 81-4" 5'-3" 01 TEMP GLS SHWR 30/50 SH 30/50 SH ENCL ON 412"1-11 i 20/20 FXD T-0" H.H. 7'-0" H.H. WALL W/ SLP CAP 7'-0" N.H. (TEMP) ---------------- ml N�I o 9'CLG 0 �_--- ----`� —10"CCG---------- r _ II WIC CD BATH 4 0 s' Ctc o 2--0- I 9' CL.G o II c.I "P)THEATER TRAY TO 10' CLG 26/68 PKT 32"x68" p I I TILEX = I w SHWR o 13'-7" O = mg0 9 I X= L —^---- ---- ( LL= 60"W OPNG BED 4 ti (HDR at 8' AFF) 9'CLG I o U ciiI Go 9'CLG _ x wl o MECH `� N c = U o N QI "' 9'CLG MEDIA `o 0 JO = 9' CLG N ~ 8 rn 2 @ 26/80 = I of 36"H HANDRAIL r = NI N a. 04 °' �— --- ------ \ DN 9 irif/� /� U) ± p _L_ �L-���aaq�1% ----------- a¢1 I 1 010 I 10 11 1 X3141516171819 /�/ NoNM O 1 I �UIV I —--------- U - 04 L "1 coi - 1 N ----- in =1 I I M I N i 10" i ��' = U - co .,I LOFT UIJ Cpl 3:12 I OPEN TO - I �' = Nim 10' CLG _ IU = 1 - -_mm-) I BELOW I _3:12 cov o N 11 oI o> I SLP I Q e SLP .. r- �0 _ W_/ 8"x8" BEAMS `- p Zo I � --- - w — — — — — —--� 6-6 t27'CLG m �° i = Lx I 13'-8" I " 10'-0" 8'-0" o = o = - I I I I I41 I 11-0 CD 9 1 NOTE TO COMPONENT I — — — — ;� "' °' I NI DESIGNER: 1 142" GUARDRAIL T-8" I THIS AREA OF FLOOR I ,� U X i SYSYTEM TO BE I / WALL HT N1a 26/50 SH o = _ c i at 14'-7" AFF � _ � = o = LOADED AND I r / �,� 7 -0" H.H. W/ (c: Q 19 MANUFA_CTU_RE_D FOR I "' `O °' _ _ 26/50 SH 26/50 SH 26/20 FXD c., cq POOL TABLE. FIELD T-0" H.H. 26/70 FR T-0" H.H. 9'-6" H.H. I VERIFY. — I I 2'-0" — — — 91-9" — — — — — 3'-7 1/2" 6" TI 1'-10" X-2" T-2" 1'-10" 2'-6" 2'-6" J10 LO C vlv 1 vl� W_ COVERED L'"► a,10 I olw v= QI -_ ------------ 09 PORCH oI ----------- w — 9'CLG �I w o cI NI U = p - HDR at t8' AFF 1 30/50 SH 30/50 SH 0 zo r�A T-0" H.H. T-0" H.H. 4" BARTOP EXTENSION 2--8- D��ELOr fY�i' 2'-8" 9'-0" 4'-6" _ TO EXT CQ 27'-11" 16'-2" 43'-5" 10'-6 50" APQROVI,- Lj 15'-6" SCALE: %4'I = 1'-01' Q 0 w ti r X z O 0 tds W z w true design studios 13- 4745 SUTTON PARK CT., SUITE 402 LL JACKSONVILLE, FLORIDA 32224 LLI P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS.NET J Q U U) 0 W Q z 0 W Q LL LL O L W J Af Q 4c U U) z Q I D7 0 14701 PHILIPS HWY, STE 300 z JACKSONVILLE, FL 32256 Q www.dreamfindershomes.com 0 U) W W U U) U p U) z = 0 z w oo O _I W C Q N ATLANTIC BEACH COUNTRY CLUB LOT 136 O O DUVAL COUNTY/FL p O I 0 PROJECT NO: 0 2018.003342 z DATE: DRAWN: 04-25-18 O JAC F— CHKD: U DWR D REVISIONS: I-- 08-23-18 KLH Cn 10-19-18 DWR Z z 11-14-18 JBB U 11-28-18 DWR Of 01-08-19 DWR � 0 W Al 20 U) I— O z ROOF NOTES 1. ALL OVERHANG DIMENSIONS ARE TO EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED 2. ALL UNDERLAYMENT MUST BE INSTALLED IN COMPLIANCE WITH FBC R905.1.1. ROOF PLAN 1 1'-6" 1 TYP) _ Q W ti r X r r z 0 0 tds W z_ true design studios LL 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 F- z s U) W 0 Lt_ j 0 c:) LOU){ A6 - W K Q 07 z Q 0 U) (D 14701 PHILIPS HWY, STE 300 z JACKSONVILLE, FL 32256 Q www.dreamfindershomes.com 0 W 0) W r F— Se W J W U U) c o Z = 0 W z Z) o p 0 Q � U) N ATLANTIC BEACH Is- COUNTRY CLUB O N I LOT 136 p DUVAL COUNTY/FL O p O O PROJECT NO: 2018.003342 Q DATE: 04-25-18 z 0 D DRAWN: A J C 1= ��MUNt�y 1 9 CHKD: Ar DWR REVISIONS: I- 08-23-18 KLH U) z 10-19-18 DWR 0 11-14-18 JBB U 11-28-18 DWR O 01-08-19 DWR D W l-) A160co SCALE: %4" = 1'-0" U z 31'-2 9/16" J BUILDING HEIGHT +/-44 19 RIGHT 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 31'-2 9/16" , BUILDING HEIGHT _ _ _ _ _ _ _ — _ +/-44' /9 14 6 BLDG HT FROM GRADE ELEV 124"x14° DECOR LOUVERED —� VENTS BELOW TRANSOM WINDOWS at ENTRY ELEMENT (TYP) 12 27'-1" ENTRY TOWER BRG 5 I j 6" FRIEZE OVER 2"x2" TRIM OVER 1 "x6" TRIM (TYP at COVERED PORCH HDR) 21'-7" , 2nd LEVEL HEEL HT 20'-7" ,7 2nd LEVEL BRG 10" DECOR LOUVERED VENTS BELOW COVERED PORCH HDR 1 "x6" TRIM at WINDOW JAMB (TYP) 42"H HANDRAIL (VERIFY W/ BUILDER SPECS FOR EXACT CONFIGURATION)(RE:6/A400) ±20"x26" DECOR VENT at GUARDRAIL (TYP) 11'-5 7/8" , 2nd LEVEL FIFE 10'-1 1/8" , 1st LEVEL BRG MITER SHAKE SIDING AT CORNER OF ENTRY ELEMENT (NO CORNER BOARD) 1 "X8" TRIM at OPENING (TYP) 0'-0" , MAIN FIN FL_R—� +/-1 MAIN ELEV of NI 1'-2" GRADE ELEV %J ©2018 TRUE r 12 12 _ 7 7 ±1'-8 3/4" 11 _LL (TYP) Jor zmffmr-=ga_ _T F __ F __ ...... ...... Ed _LL ILU�l U EtLLit]Lm [ I (— 1I I i 1 11- 1 1 1 1 I 9'-7" 1 1 1 1 DESIGN STUDIOS, INC. FORMED & POURED CONC STEPS TO GRADE PER CODE FRONT ELEVATION +6" SCALE: %4" _ l' -O„ (4) 20/20 FXD WINDOW (SIM) (±25'-4 1/2" HH AFF) 1 12 A4o� 5 (2)12"x 32" DECOR GABLE VENT 1"x6" TRIM ���11 10'-7" Fri -I 1 1 A I I 1 1 1 1 1 1 I I 1 1 1 1 1 1 BEVOLO LIGHTS FIBER -CEMENT SHAKE SIDING (TYP) PER OWNER SPEC (TYP) OVER APPROVED HOUSEWRAP (INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS BEVOLO LIGHTS PER OWNER SPEC (TYP) SCALE: %4" = l' -O" 2x BEAM W/ DECOR END CUT & BRACKETS AT BAY WINDOW (RE: 1/A401) METAL ROOFING (TYP/RE: BUILDER SPECS) (INSTALL PER MFR WRITTEN INSTRUCTIONS) Q ICClI G r _x r r z O 0 tds w F_ Z 0� true design studios 0- 4745 SUTTON PARK CT., SUITE 402 JACKSONVILLE, FLORIDA 32224 LIJ P 904.821.5200 F 904.992.8700 .J WWW.TRUEDESIGNSTUDIOS.NET U O W H Q z 0 (n W LL o LO U1) J Q 07 z Q (n (D 14701 PHILIPS HWY, STE 300 z JACKSONVILLE, FL 32256 Q www.dreamfindershomes.com ry 0 Il LLt F_ LLI QW5 W ` U) CI,) U O F_ z _ w z ---- O O 2nd LEVEL HEEL HT 21'-7" Q 2nd LEVEL BRG 20'-7" W 1"x6" TRIM at FRIEZE (TYP) N U 2"x2" TRIM OVER 1 "x6" TRIM at WINDOW HEAD (TYP) 12"x60" BERMUDA SHUTTERS (TYP) 1"x6" TRIM at WINDOW JAMBS & SILLS (TYP) MITER SHAKE SIDING at CORNER OF BAY (NO CORNER BOARD) FIBER -CEMENT SIDING W/ 4" TRIM (TYP) OVER APPROVED HOUSEWRAP (INSTALL PER ATLANTIC BEACH MANUFACTURERS WRITTEN INSTRUCTIONS 2nd LEVEL FIFE 11'-5 7/8" COUNTRY CLUB O 1st LEVEL BRG 10'-1 1/8" LOT 136 Q - - - O DUVAL COUNTY/FL p O — 2"x2" TRIM OVER 1 "x12" TRIM at O BELLY BAND (TYP) COMMUNITY TY DEVELOPMENT PROJECT NO: Q _ � J 2018.003342 BRACKETS(REE:11/A401) AP1 RO �% DATE: 04-25-18 z_ O DRAWN: — 2"x2" TRIM OVER 1 "x6" TRIM at JAC GARAGE DOOR HEAD (TYP) CHKD: DWR (, — 1"x6" TRIM at DOOR JAMB (TYP) D TOP OF WALL 2'-4" REVISIONS: 08-23-18 KLH (n z MAIN FIN FLR 0'-0" 10-19-18 DWR 0 --- - --- 11-14-18 JBB U GARAGE FF 4-8" 11-28-18 DWR 01-08-19 DWR LL Q w Z) A200U) U) O z