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It is the 1 00 3 _U 0 7) Red Stione Builders at U) responsibility of the purchaser/builder 0 U) m co 1 0 -1 0 o 04 or contractor to verify all dimensions 05 (n 2: > 0.0 3525 Comm,onwealth Avenue, prior to proceeding with construction. 0 0 z z P — rn z 0 - 2045 S -1va Madera Ct. Contractor must verify all compliance lroo�o'. :-3 0 N) 0 M 0 �� i; -0 (D with all local building codes. '0� 'a C) (D Jax Fl . 32254. Tel . 1 - 904- 381 - 0906 Atlantic Beach, Florida 3'6" F T M x r C rc: NOTE: ALL R 3068 FR 0'0�non 0'o , i, n Fob 0 ity rom .t�e- re.pon..bility or contract. prior to Pro( C�ntr.ctor . F with .11 loc. If Cal It % 2t AO 16X,09 coo 7a AZ ;r* AAA0.4*,P S. GENE RAL NOTES '(DWHEN rRuss DE-rAILS ARE ATTACHED WHERE CEILING JOISTS FRAME WOOD SIDING AND TO PLANS, DELETE INFORMATION AT RIGHT ANGLES TO RAFTERS, FLASH REGARDING CONVENTIONAL ROOF PROVIDE 2 x4m TIES AT 48* 0.C. -ROLOK SILL INfrORMATION FRAMING. FOR FOUR (4) JOIST BAYS , AND PROVIDE SOLI BRIDGING UNDER. ROUT FILL WHER E CONCRETE BLOCK ADJOINS FLASH BRICK VENEER AT CORNERS, BRICK INSERT 1-*4 ROD (VERT) IN EACH CELL, 3 M. WD. SK WAINscoTE BRICK WALL FROM FOOTINGSO AND FILL CELLS WITH CONCRETE I#@ sit L A F R F 3 X42 X a LS 3 2"X 40 STUDS,W1 2"GAP R ftu 4?I6"/24"O.C: 2"X 4"STUDS CORNER -TEE TIE BEAM OVER El CEILING p JOISTS 16'-ONOPENING 2"X 4"STUDS e 16"O.C. me -97 L 2-�*4,VERT.,IN COUNC. SOLID BRIDGING SEE ROOF EAVE DETAILS 2"X4"(PT)STUD e X e NAI LER AT RIGHT FRAME WALL STUDS CV 146"D.C. INTERIOR WALL - TO - EXTERIOR WALL IVOTE: SrLrNorE (AROVE) SPECIAL NOrE : ALL FRAME comsmucrlm SHALL HAVE COMPOSITION SHINGLES DIA GONA L BRA CING OR- SOL ID SHEE rING A 7* CORNERS. 2 X 8"RIDGE 13D. 15" ROOFING FELT 2-2'�(4"PLATE In 2 PLY W I D - 2 X6" RAFTERS & 16"O.C. ROOF DECK COMPOSITION SHINGLES INSULATION PLYWD SOFFIT FIN. WALL W/SCR I NED VENT L I"X 6w COLL A R 4 8"0.C. N's 15 ROOFING FELT PLYW'D ROOF DECK 2"x 4 of STUDS ROOF BRACING 2 @ 16"O.C. FINISHED 2 x 4!l 48'b-C. (MAX. ) HURRICANE CLIP PURLINS EA. RAFTER Pool- SIDING PLY I 2"X 4"SOLE INSULATION BL'DG. FELT CLG. JSTS. CZ 16-O.C. SUB-FLR.-7 (SEE FLOOR PLAN FOR SIZE) MTL. DRIP U-, L 2"x �/sr" HEADER �'DRYWALL_� L FLR. JSTS. . 2- :f x lee 1-2 X4 ----- -- CRIPS SLrLr FLOOR PL AN yl PLATE \- PLATE 2-2"x 12 INSULATION 2"'x �S;r' B LOCKER -21 4"PLATE v HEADER 2 x 1 0 x 2"(P.T.) D RIP, BLK. FRIEZE a INSULATION SAME H�9'fi` r = -BOXING DErAIL AS FASCIA SHOWN I N T. WA L L FINISH LPLYW D SOFFIT DOORS OPENINGS Ar RIGHr 2X4 2 x 4 DRYWALL STUDS STUDS W/SCR'N'D VENT (? 16 to O.C. 024"O.C. WINDOW UNIT 2"x 4"STUDS loc.0.us (CAULK ALL ASour) NOTE: SEE FTG. /FDN. PLAN PAGE @ 16"O.C. FRIEZE CASED ALso SEr NOrE.' 6 (AOOVE) Em 2-2 111 X8 of QD INT. WALL BRICK TIES INT. SILL INSUL. BD. HDR.Bm. FINISH FINISH (NAILER) 0 16"O.C.(VERT.) (DRYWALL) (DRYWALL) a32'0.C.(HOR I Z.) (SHOWN) -33 /-'/-RO"LOK SILL INTERIOR OPENING rANCH.BOLTS 2"O.C.,THRU F I N. WA L L DETAILS 2-2"x 4! GROUT FILL 2"x 4!'(P.T)SOLE 2X8 SL. GL. DR. FRAMING SILL PL. BRICK (8"xexe) VENEER TRACK FLASHING (AS REQ.) 9m (UNDER) NOTCH 4" BASE 2"'X 4"(PT.) 2"x 41PT) I"AIR SPACE SLAB SOLE SOLE 4"CONC. SLAB FLOOR CURB 1vorE: W/6"x 6"x 10 w M. SLAB -7 ROLOK SILL em ____ I (PITCHED) SECrION 8 DErAIL SIMILAR EXcEpr FIN. FLR. t6 A AS SHOWN WEEPS +Ii A 7. �SL B C . NAT A> 48"O.C. SC4 a - K C* *' "'-' VAPO� "- : IU-4 ADEj GR BARR I ER W/FLASH A , kj 2- 4,CONT M P�T�. 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D qp no CD 10 o� mj n /7 e- Ll T /1-1 E A T >= F 6Y-j.51L%-um c-LG. wm 1 7--/ FLOOP, PLUG5 c3r Q. 1 1 4 0 Pan Q--� r zv TO FLD-5--`� >M JAH\3 1 @3 im CR�— Sp. �7 g�j LZA l7k > -i LU z > L L =E) zo !� c 1) Lzu F 0 Z-J6 zo Z<5-j)Lcut wo w<n lz -ju o— r -i Z W o i oc, AHU L LL -<J;;;�X--6 8 n w w mz (n LLJ LU Cc:Urj 0 w cc ca 0 oaXo-JJQ LL> �_,L_ 0 m -j EL-i> Lu cc-i Z z z L-ILI L:l �-< *Z<w S)Mo Lu z LU M Z<10,ix 11 E z ra 0> C)-JccgoLu ULLV;ZMCL U0 O/H DOOR W 0 PC 14, C)0 0 OUTLET 0 pF.N. 00 TL F-T ELECTRICAL PLAN M Z Li d Z�c Ll 0 14 0 A 4,' + uj LU x UJ In 1. 1.1 9 coo K 127F 0 00.,V- _= — - 0 cl. ui P/W Cc KITCHEN ELEVATIONS VANITIES no 0 ca Max JILL co T7_ Lu z 8 z s LEFT SIDE ELEVATION 0 us Z 0 6<0 - a zw g LA A LU Zjxw 9/V > COO) LLLU022g _J0zw0_0 E6M ;to 0 LU> ELL, 11Z u 0 xpw wom LL> Om e,omp. SH U_jm>-:CLU�_�_ <.Jzzu)uz z 0 Lu Z z Q:t o z wm<ol..ZG 0>.t0_jwg0w ULL.WZM(L Ua LID 00 (3) WE FA50-IA G:IFFIT Li I t I I L__j \lip. 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FRONT ELEVATION vny 7 co 070, 37 1/47 400, .905" a to jo /Z 1/0 R, 10, 3g:2 ao-5",Oq Zo 450sq Z-306105Y - 206cpjoq -10 45,..> 5-,OY E)ap era Sv C\I "o to 3. zx--'r-'5 Ae,4,e-4,coeAop 10 1 Aop M uj OAL odo,op ego ,c7 % 0 w -7-W.-Vy 00 \X UA MASTER SUITE PATIO MASTER SUIT > co 6 #2 z D ;i % %% cc lb % dI COO- f 5 coo X/Z OX al"c- Flo ;7 -Fa t'.117 %% % ch 10 . I —" H ull L-- -V _,,- % % \ 3RK- AREA NN el) 00 (N) UJ .10 o % IV f—" M o) 109r- % % Pon ki sw- 'o GREAT RM, o -------- [Kit KIT. to I ;-o [bin __o CD 0 q�I Ile -RJA AW c P. TQ- % qi @3 3 % I % 71 k9% Ae 95 loy ,4�>,49 7V 7'ft> % LAUNE til p 4ff"A-P Ale,- 11 t % J'b 6 � A 10 j U. 11010 C"T6 D Cd a)% I IT P9 % -A % do" B E D R M. 4 DINING RM. BEDRM. 3 0 � 0 30 a. (TV-AY z CJ 0 N oO'L CL 10 % Zj v; OZ Z< It Lul Uj< 0— L ZOE > EN Ry Ou uw.w xz 0 cc 3,::1, %% Lu CC P w M:wc Iz Ile Si > 0 v >L N zxs 4v) nzz 4 Ow Ld oxcla w z ecxev 0 z < zi O> O-JmtzoLu GARAGE 0 % co NI po GARAGE 'Z WORK AREA Si — I -- 4; FLOOR PLAN g,f- z 7n. 10 0 OF LAJ LU -j'o, do .0 10 woe 00 ;o A5611C- C'71>,U <B;K 2.0 w z Xt SZ- le -9-- > co 0 ic) z % z 2! cc lo % %\O OL-- .4- 10 lo A., nn L= J L, T 0 >M T ro IF "o, % um CS - - - % ci LL. —7, 7"' Z 0 uj U) Z X X X z 1% ------ oz Z4 mw wo w 4 LU e di rz-j >0 0- -i z ca o!!!Cc, t mz 2u U. % ca aww�.-W-M.WXOS o 5 X� 2-1 w> > j a -%dzwzlt 00 cc U) Mzzw < < now z 0 LJ CC > 7 - LO co %\ (D FF Op- % Ole 10 p F— % 01 cc L 0—h, Ap,pRoV crt Y OF ATLANTIC BE4CI, BUILDINc; OFPICZ 5'2 AUG8 io8s 4z 0 ;1/6 GENE RAL NOTES '(DWHEN rRuss DE-rAILS ARE ATTACHED WHERE CEILING JOISTS FRAME WOOD SIDING AND TO PLANS, DELETE INFORMATION AT RIGHT ANGLES TO RAFTERS, FLASH REGARDING CONVENTIONAL ROOF PROVIDE 2 x4m TIES AT 48* 0.C. -ROLOK SILL INfrORMATION FRAMING. FOR FOUR (4) JOIST BAYS , AND PROVIDE SOLI BRIDGING UNDER. ROUT FILL WHER E CONCRETE BLOCK ADJOINS FLASH BRICK VENEER AT CORNERS, BRICK INSERT 1-*4 ROD (VERT) IN EACH CELL, 3 M. WD. SK WAINscoTE BRICK WALL FROM FOOTINGSO AND FILL CELLS WITH CONCRETE I#@ sit L A F R F 3 X42 X a LS 3 2"X 40 STUDS,W1 2"GAP R ftu 4?I6"/24"O.C: 2"X 4"STUDS CORNER -TEE TIE BEAM OVER El CEILING p JOISTS 16'-ONOPENING 2"X 4"STUDS e 16"O.C. me -97 L 2-�*4,VERT.,IN COUNC. SOLID BRIDGING SEE ROOF EAVE DETAILS 2"X4"(PT)STUD e X e NAI LER AT RIGHT FRAME WALL STUDS CV 146"D.C. INTERIOR WALL - TO - EXTERIOR WALL IVOTE: SrLrNorE (AROVE) SPECIAL NOrE : ALL FRAME comsmucrlm SHALL HAVE COMPOSITION SHINGLES DIA GONA L BRA CING OR- SOL ID SHEE rING A 7* CORNERS. 2 X 8"RIDGE 13D. 15" ROOFING FELT 2-2'�(4"PLATE In 2 PLY W I D - 2 X6" RAFTERS & 16"O.C. ROOF DECK COMPOSITION SHINGLES INSULATION PLYWD SOFFIT FIN. WALL W/SCR I NED VENT L I"X 6w COLL A R 4 8"0.C. N's 15 ROOFING FELT PLYW'D ROOF DECK 2"x 4 of STUDS ROOF BRACING 2 @ 16"O.C. FINISHED 2 x 4!l 48'b-C. (MAX. ) HURRICANE CLIP PURLINS EA. RAFTER Pool- SIDING PLY I 2"X 4"SOLE INSULATION BL'DG. FELT CLG. JSTS. CZ 16-O.C. SUB-FLR.-7 (SEE FLOOR PLAN FOR SIZE) MTL. DRIP U-, L 2"x �/sr" HEADER �'DRYWALL_� L FLR. JSTS. . 2- :f x lee 1-2 X4 ----- -- CRIPS SLrLr FLOOR PL AN yl PLATE \- PLATE 2-2"x 12 INSULATION 2"'x �S;r' B LOCKER -21 4"PLATE v HEADER 2 x 1 0 x 2"(P.T.) D RIP, BLK. FRIEZE a INSULATION SAME H�9'fi` r = -BOXING DErAIL AS FASCIA SHOWN I N T. WA L L FINISH LPLYW D SOFFIT DOORS OPENINGS Ar RIGHr 2X4 2 x 4 DRYWALL STUDS STUDS W/SCR'N'D VENT (? 16 to O.C. 024"O.C. WINDOW UNIT 2"x 4"STUDS loc.0.us (CAULK ALL ASour) NOTE: SEE FTG. /FDN. PLAN PAGE @ 16"O.C. FRIEZE CASED ALso SEr NOrE.' 6 (AOOVE) Em 2-2 111 X8 of QD INT. WALL BRICK TIES INT. SILL INSUL. BD. HDR.Bm. FINISH FINISH (NAILER) 0 16"O.C.(VERT.) (DRYWALL) (DRYWALL) a32'0.C.(HOR I Z.) (SHOWN) -33 /-'/-RO"LOK SILL INTERIOR OPENING rANCH.BOLTS 2"O.C.,THRU F I N. WA L L DETAILS 2-2"x 4! GROUT FILL 2"x 4!'(P.T)SOLE 2X8 SL. GL. DR. FRAMING SILL PL. BRICK (8"xexe) VENEER TRACK FLASHING (AS REQ.) 9m (UNDER) NOTCH 4" BASE 2"'X 4"(PT.) 2"x 41PT) I"AIR SPACE SLAB SOLE SOLE 4"CONC. SLAB FLOOR CURB 1vorE: W/6"x 6"x 10 w M. SLAB -7 ROLOK SILL em ____ I (PITCHED) SECrION 8 DErAIL SIMILAR EXcEpr FIN. FLR. t6 A AS SHOWN WEEPS +Ii A 7. �SL B C . NAT A> 48"O.C. SC4 a - K C* *' "'-' VAPO� "- : IU-4 ADEj GR BARR I ER W/FLASH A , kj 2- 4,CONT M P�T�. C FILL .7 In — 1 — I' A 3 OD 7 2 2 A4, CON T p 1'-4" THICKENED SLAB LOAD BEARING NON-BEARING 1 8 1 8 SL'D'G GLASS DOOR DETAIL DETAILS INTERIOR WALL SECTIONS NOTE : VEG. 8 BUG POISON SOIL UNDER ALL SLABS WALL SECTION THRU WINDOW TYPICAL WALL DETAIL Standard Brick Veneer If Cal It % 2t AO 16X,09 coo 7a AZ ;r* AAA0.4*,P S.