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Fairway Villas Lane North 2257 AF 27021 NOTE E3U[LJDlNG, Lc�,CAMC�Pt,4 TC-_? E3E F--IELC) C)F_7'EpzmlNF1D a�_( THIS SITE PLAN IS TO BE USED FORGENERAL INFORMATION BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF UNIT .TYPES ONLY, FOR PRECISE GEOMETRY, WATER, SEWER l=p_c7)N_r p e4ppl — I M I N I t-,A.UM & DRAINAGE- PLANS, REFER TO PLANS BY ENGLAND & THIMS.., M I N1 M_U�4 L,4/ tJO L-FESS -rHAN -A INC. j CONSULTING AND DESIGN ENGINEERS , To-r^L- C:)F-- I<f::) fE�F_-rW EF-N At,4Y TACP AL�%J - Lz::)T5 PERMITS ON, SUCH PORTION OF WORK TO BE HANDLED SEPARATELY$ LOT NUMP-.f--' Iz mm 1-11 Ix 0 '34 33 17 7YPe PE151GWATIOW uww 6 ej LU22 3 5 '7 f5 "2'l,5 b 7-r?.vo U', 3' U-J LIJ -13 cc M(3 w F —1 -1 F —7 F 4 2 LL F-i - f- --- - Lq 1:4A R7 M 7� 1_� [fls 1 [2:4] 11 a 0 47 1 1 L4 11 (Anlp) E2 E I IC9 I J 405 4 [g [lz 1:21 @ J L L7J 0 LL Pe , -,)� I I 1 9 11 Q Ill 8% _. . Q _j L_ _J L L L L -1 . L' _9_11 El ow I , I L L L9 1 L -I UL L _j J J W 2 J IX > 'j 2 0 W 00 U) Co L) F F _ og —7 r — —i F _T F _ _1 F_ _ _l I NO m, H !F-p H I I g I I p� I I p� I I [(-a-� I I I 01 1 14. w 0 F?-31 M 1�q @ I I I @ Q (91 (91 I ®R w U) L 4,157'� I J _____J A ---F1 M—El _n Q4-- n ? Z3 3E2 -rc, END ol;== HA70V4.pox F--EQc_E T5 I-u7);l '5F-E T45LE 5ELO" F::O�z Ti_4F_ LJNI —FEWCF- OETAIL k�l I-Z p 15,TUC4:Z:) P I E�;P-9 T�­IAT �-IA`Y 5n PLAC�_'-D 01�4 71­IF=5E LO-rS UNIT 7YPt=-5 AL , A&L P,>L , OWL-Y C-0. E�E PLACEEP MA ot-4 -r�4 E-Sa LOTS SITE ..' PLAN AP_ ONLY UNIT TYFF_c:-> A;z, PL C4�--g L-Y HAY FI-4,CEP C>�� T�4L-5F_ LOT5, A;Z 4 E31Z ONLY AL, Aot-, cr, 6�4_y AL E5L c:�t, eCALE, l" =Gd ' AP-' E3V-*OP, 6WLy ob L 'ONLY < t X �1' �e ILI DEVELOPER . ARCHIT LL . . STOKES & COMPANY" PEREZ ! SUAREZ ASSOCIATES, INC. .13.UILDERS- , LAND , DEVELOP. E. R 'S. ARCHITECTS PLANNERS DESIGNER &. w _j REVISED MASTER PERMI SET &HEET SHEET SHEET NO. TITLE: NO. TITLE: N 0.. TITLE w co ,AS-1. 'SITE PLAN 4 Cb Li\ S-1 FOUNDATION PLAN 8-2 . . 0 UNIT FO.U.NDATI'ON,,PLAN A-lA A-UNIT RIGHT (AR)(AGR) A-113 B-UNIT RIGHT (1311)(13011) A-.lC C-UNIT LEFT (CL) (COL) REVISIONS A-2A A-UNIT LEFT (AL)(AbL) A-213 B-UNIT LEFT (BL)(BGL) A-2C C-UNIT RIGHT (CR) (CGR) ELECTRICAL co A-3A A-UNIT ELEVATIONS RIGHT (AR)(AGR) A-313 B-UNIT ELEVATIONS RIGHT (BR)(BGR) A­3C C-UNIT ELEVATIONS RIGHT .(CR) (CGR). m 00 0 0: a, I A-4A A-UNIT ELEVATIONS LEFT (AL)(AGL) A-413 B-UNIT ELEVATIONS LEFT (BL)(BGL) A-4C C-UNIT ELEVATIONS LEFT (CL) (CGL) cr) cr 0 co A-6.. SECTIONS & DETAILS, 2 u w w 0 0 u a 0 z j CL F_ c/) 13 R AW I r*i G N O\. 4 F // Q —7- z z l__u LIU" all� OF: AF 27021 & F 4 COOC,- PAD PAZ) 01- IC211 &1 11 IDI- 1011 -Vi- loll T­ t5 0@ WW CU U122 U.J w Mao 5111 z Qq LL LU Li 12'-411 w 2 LL -7 Fr I q 'j 2 Lu 00 co 00 u oil 1-411 4-0 10 N U 04 wo 11 LU (n VT (L 5j, 411 JJ IT C - Lj L-EFT l6C L—) C-,, U kJ I T c - LJQT F;�I e H -T.-- (cf�� k� IT F:-- (�D Lj [DA117F 0 F�) LA Q c "j" IS7 --T T-J- -T Ur" -4 z *J f241 2eE' F?4 uj 112 1.(f2 vi L -Fr<k--,s- TYPe- -1 40'-6dI T*fF" 7ym -Noe F-144z�>� 1!0'o. 4 1-04 �-I-j z,-5 4,K 1,4' eE-AIA �F-- - 0.H, CANT 13 L -1 M 1w) REVISIONS 112 LD co 77\ 0 co 0 F-rvl 4x 12 ee^065 C14 -Tf< -5 s -�r 1.111--"-"----" -,-- T -IF-:, ]z 6 w w I T LEffT a 1 C— U IT 0 u a T F Z-' U G F:�— F--AM I �\J FLA�� Tgus?�---' Tyr:lr-- L oil 12 -s;r A- F- Lr) -:z �:x -rc;? Em-a To F- Ott TKUS-r,-rffr--- :X: Yell, <:�)l U. U.;IIII T F�, (Vr:r�jzip� ALL DRAWING NO. S (D U) u a I Tirl - LLL- P, OF -Z z�i' AF 27021 Al" �V (nm(n Ir w m Ix 0 1 4-" W22 4' uw ��o x V IS-C-�L-PFP, -2,41 H u w f AA7 lk IX CL 13 W 0 IX w F5 1 1--L F-c:z::;)M Iv I �,j C,-;, W2 U) f�:/ Li jzF�m I LL 2. -j 2 2. 13 0 1,ell M 11Z ....... (n co m u (31 m I rL--4 1"r:jp.r.. 1 -.3 IM WNW WO \14 rz-�MIKJ,5 I (n ifl­61�1 ' ­ � w in Ar IC, TA JA .......... # 101 4- 4 z �'as X, 61ndw- WAL-L- EJC-� X A� Al 1LJ 41 Li giaL u 28 o v gp > 4, 7 T VF. P'T. L,4 U,T1 L,12r g Fix.C97&-, N.1% 'N T%- 04 1 -4 n y T1 W-T, trz 1,;a -4JIX 114, ..p MAM Tr OA K-, N CS f—, MAS T­ ir r T 71717 F1,A (�JITH e�Ap>,b�) w (:j5,11 T*�d X-7 HIC" 0� f� -oil a>o w 1-4 11 4 -:5, F0 T:A REVISIONS 241 -,t :�R a. t 0 cc 7) co 0 C9 co C.-I u q-7. F�, d 2 I-C::D L4-11 I-c?11 2 u w PAT I c W -5,F:- m w �- -F 0 a EIDL LF, 1) a u 0 \1A �5 FAcf—:2-' f=Lz2c;�g f:�ASP—B kALLS CF—i.11L-I�Ijc­ MA RKIS Q) F=IXT A, HT. VAKI 115::::� L-1\41 S- CA\fe� WOOF-) M6, I cL,&, HT -F-A w K- t"i K A— \L ............. L/ I - F. *::7 KIT6qaki \/It\]YLI TILZ 1:::rr r LU LJ11L-1TY - --I f2^IF--- (1) IJ HALA, (:fAFzPr,7F �4K. - Wr-;;-.ruFe4--- L%ATI+#�Z \/iNyL--n Lr-, r-1 I T �E L-EVA71 C)Wc��) H RCZ�) \IA-T 10��J E) r0RAWING N V N\�,-P Li,: I-3 N1, FAT 10 a2ll�jc. OF AF 27021 Lo LQ r W Ix 0 UIUW —pj W22 6FI WP-. Lu 4 2m r- . Ll 1 0 J 13 LL P, 13 Lu LU 2 Ix LL 2 LU (50 Pgovl'oe. i5ox . La w -s'rcugg 03 y w u FA N 04 N U m wo IXU) % - - - - --------------- w U) IL 90= F 60Y-61?AY WIP UNIT j PAMEL. c-1 op, w D ,> LPT A w Cuy- 69A r-L W/,o ov ry PA ME LL Z'� \�,h tj 717' L -i AT coNrlUcroes .... . 011rLK7 XOR' FuT01?Z- F1-FC7'elC 0001'e OPENEI? I I 1 41 44 -U� '4' __o V- 7 2 m 17 W > A i 13 RiEVISIDIMS gL6crj?1CAL FLOOR PLAN C ON 7- 6 6R) �C— Z-.6 C 7-1?1 C A L- C-L 0 0 Rp /02-A /Y qt m a. It SCAL�E : ILO 9 r-A L. E 114. U') Ir- -13 CD 0 co z cli 2 U w w 0 u 0 cc CC z D CC Lu C) w ORAWIIMG NO. A-2C OF r 7 S -lA CGR' CR - ------------ ----------- mmm rw 13(U U LU (U Lo U) LU -13 EL w— 110 LL Li N L) LU 2 -j U) IX LL -j 2 Lu 00 L-t—.\44�TI ol�� (n 16;H T F� IeH7 A710Q, f�� Lj�j IT , (n III! Y co u N 0 04 m-) w D w U) 0. 'Z '.3 MA 16 P, i -ka lu T=7 t-..Ii C." Ljl�� 0 (0�1 t� 17 lv'ef I ` fit REVISIONS it It , 0 00 C) co cm Ix a u a ir r SIM% D LU CD CC 0, LU r0RAWING No. Ir 2 0 3C ' ��-T ff L-�,�VA I �j (cg: u 0 F I /A 7. 1 -0 ((:� F) LJ 1 -7- zz r) alu al?w .......... AF 27021 CL CGL ----------- ------------ mm r w UWW CU 1112 Im U Lu CL w 2-X4- T91KI 110 13 W2 IX J� 0 O�� (Get,) UQT Do co m u NO Wo tu Lo CL ........... 2 ,J7- 1�51 K/l F� _g VA 7 10 (c Li LT infN I'A " J. 61 4 S4 REVISIONS Li N IT Li Q IT 0 CO co 0 . co C\l 2 cq . 2 u w w 0 a 1 4 0 u a Z� N D Lu LL . ....... UJ 0 ui —i < ed -gHE54,r-----) 7YF:7c-- �PF J DRAW NG NO. 2 N ui w ZX4 �/l A 4 C FF�Nj E LE\/AT I ��J (cc::VL,) LAI-r- OF ZZ 15 AF.2 702 1 WOF "IW_,4_EeP OVER 51-ockIN6 15-t FEL-T APP YZ" M_YW'P 6PX PPOVIDE. MeoULA-TIOU ex&P�LEJ TYR 140FLI - OUT 4K&LV. M-rL. PeIF1 2 X 4- 2+"o.c.—, PWE - EW41­1 UEERE-0 WOOP IlIx 0 F.T. V.4VF 5HILICrLES 47VE127 154�FELT _rQUi611r_.1E6G :21+0 014, d FVE-EW4r, WLZ G"etpAp. -rel M �5F_E IZOOr IX Z TW 1141pt7e!1�1 6� :214, -HUZZICAWE - 4ALY, H T L. 41 C EPA R C I-VA f� PL\( VVP,, 'W/ VFIWT!!�, 6.1-1 FS C 54, 11Z U tK=- E i TYF7. 1-5ff6'r. FM —Woot2 64 P11 W4, Cov 6�ruezo (tk_E E L E Q YZ�' F'LY\4,,/00 P C 0 0 bLOWN F I BE-R&LAS!5 PA-t-elA. 4:71JC71116714 VA, APPROVrr-1) AL-r1-::rZNATE U)U) -1 C7KJ __ 19 4ALV. MTL. WIP I WS,U LA.7 . ... ... WLJOUS rL45HING, b1XIX 0& In" 4 Y F. bo, WW LU22 0 111,�4' 6EPAV- TkFIM W/ !!�;P;ZA.YEP� IZI)<G" 45PA-2 FA-S61A�, '6P2AYEV CEILIld4r 2 t2. 4007UW[7 WJWP67W,�:7, 2- >( 4- CEDAV, -rRIM U.JLU W� c�a;Z W E 1Z EOPF-&P F 41/6"' PINE� PL-yw,p �2 411YR E5P. 11 CL Q b A LAI. �1 PAKMP SC:P.F_EW VEWTS :all EEO U_ '5T U D5 I Zo 0,C, -bF - E LEV r0Z LZ24�r ION 4 C) X 41' WOOD 6 C �2FETLI20 4-Y'R. f5C7. 7?:7 U VEZrICAL APPLICATION ONL\(,) LL U_ W1 W POW Wool) ' 501 d 0 W VMF-10IQ- WAL�S TO E5F, 2 I r,1 E (n iL> f-ZS L-�ED, 15101 Qefr APPLIEP woov 'j 2 11�-IPRE44JA-TEC7 'SI4EA7rH1WC4-, 0 PWOKME ALU IL 44OZZ. OR PIA40WA-L �56E ELEV1 Uj no H, :3 (n W1QC2rW,5V W/44.&Lfr- ee-9EEFLI67 A51M. MAF_E�)LF- �511_L W1401 exwtEl�,) op- �ie7E�F24LA.1�6 b.&7T 2 1 -HEE 00 Y 0�PUL&TIC7W I I 5ACr= OFr 647IZWEEP_. co U TF 17/8 U7 767 1 - ALTMIJA I 1 .4 1 NU Um 14 THSKM4� -FLY (_ws, J01147) 4,N(P. E:n[D' 2. '�;76;Z&7r6i4 1 r I U 1�2 H 242 LJ 4 H Uj W5-TER 9TKAP A1�2 P�X 5. 5 C1. (n Uj (n &PFLIEP OW c:�-ALV WIZE 11K- LATH " Lp6F- i LAYF-P- 101 rELr a\/F-P- "NERIAO-PLY' M EAR��17 PLYW'D. rULL IW'�;PUL�&TIOW OR STUCCO G" K- LATHE 5 H E A�T+41 0 K - LA-rH AT _4-rU.C�j4r 5LIC-A-TI.W woo C;7 DA11-:7 E AP ALTEQHATE OMIT 6HENTHIN6 U6E I X 4 Y2ll ,&U6,Hz:7F- FIIQ. F:LD09- (SEE, PIJI,:�H !:PCHE-D.) LET- IM !5 Al- AL�L �fok?�AEIZ6 7 U6E " (<- LATH " AT ALL- ri W. rL-;Z. F:ILJ. rLIZ. 6TUCCO APPL.Ir-ATION-5. % 4 e, ," - —A I* :1777�77=777 77 _15�eF_ ��TIZLICTUP_4L, PL-AW4_--, 2 Lf FV AA 2E F4 -E ' SHALL 2�,F k(- 1 1! 1 L 7 jj,�t,�:'dL I . VA,PO;Z f5&R PIER - e.- MI L Vla_-4U EF_Q T E C) r I L L -A 7.. e�rr U(56 0 COMPAC -A MW now f5t_PQ 0 F, Q. fill ! 4 m 7YP -TYR 1. F-C-7 I ON (E L^4 I N D0 V� ICAL SECTION L_ SIECTI 0 N SL I-A, 4� L 4,, U A 5TUO X ,4 WALL WOOD STU 0 WALL A 2 X 4" I;Za K- LATHE: 1/4 INBULATION TRiM, 15TUCCO _j FT, 2. X 4 —"J ' ORIP /AOULD MTL, TILE H Eh;ZTH CIONG STUCCO 15 COWT Fl Ka PLAC ff-Cr-r P,' TO r-q KA 0 5 W ROUGlH`STUCCO ON CAAL-V, MTL, 11K LATH" STUCCO ON GiALV. MTL. IIK-LATIH 11 Exf-, dOIN r REVISIONS. 2., KX' T�RIM co LO oo� 0 CO CM W.Q01D TO 5 T U CC 0 WOOD TO 5TUC,00 EXPAN511 ON DRIP MOUL FIREPLACE ELEVATION 1; d Z Co. 2 GORNER WALL J01 N T (VERT OF, HORIZ) S PLATE 5CALE U Ill W FiFzr=rLACF_ 0 11 1 .4 .. . .I J a U a C,MERAT. N(Yr l,S' 0 All work shall 'conform to the City of Jacksonville Building,.Code- Finish LaZROULU shall comply with the American Lumber standards. Interior 0 FIT I C�) 7j-r and high standards of workmanship. iii shall be white pine- or better. Exterior siding shall be rough sawn 3/4 channel rustic. Install all exterior wood and finishes with hot dip FPF2-EE ;=A5 MTL. R FZEF1,4CE Z -site and Foundation- galvanized nails., All interior doors to be hollow type. 1�JS-r,6.L_L_ Z%CCqPC)1Na 7e::) NAA�­IUFZ, I See ,stru*ctural- plans Loc-AL C,:::)PEZ5 xv 2 0 < �Pi9rm4l Lad Moisture Pr6tection F_ , Concrete, Concrete Masonry Units and Metals: Exterior, Walls shall have full fiberglass insulation. Ceilings to have a R"19'blown. fiberglass' except where batts required to achieve 2" air space C) 'See structural plans LU (typical, convei�tional frame area) . Roof to be fiberglass shingles, 15 year roof warranty. ;,Carpentry: Rough Cirpentry shall be wood that complies with American Lumber standards. Dimension lumber timber and boakds can be #2 Southern pine. Felt �11f asphalt impregnated Fry or equal or rosin sized sheating paper where indic-a' te'd. All FLOOK PLAN FOK HEARTH CONFICOLIKATION ORAWING NO. nails, screws, bolts and hurricane Clips are to be hot dip gnIvanized. Ply- wood roof sheathing shall be ;j" TNT-DFPA. (I) C-D exterior ' I . 'dr.vafer board All wood .bearing on or against concrete, masonry, steel and floor joist shall -Z be pres.-';ure treated lumber, All outside studs will be at' least 211 x 4" @16" A-5 'o.C. Inside walls shall be 2" x 4" @ 24" o'.c. All AT ff. OFJ 1- ,,. roof Joists at roof edge to be secured with hurricane clips 24". ALTER , 1 1 SCA L E VZ