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Fairway Villas 2203 i AF 27021 E3u► LDING LcOC.ATIoI-I Ta BE FIELD DETEIZMINFr_D COY NOTE: THE THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION, E3E-7E34�CI� BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF 15 MINIMUM UNIT TYPES ONLY , FOR PRECISE GEOMETRY, I,1ATER, SEWER 'r . FRONT � R EQ.I� - & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & TH I MS, sI�E - 5�-a' M I NINA UM W NO LESS THAN A INC, , ONSULTING AND DESIGN ENGINEERS , TOTAL O� IO F3ET'W EEN AN4Y -rAC7 ADJ . L OTS EE S PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY , LOT NL1MP_-EtZ ON 34 33 V W W UNIT TYPE~ DE51GNAr"ION ON (5EE DEE*>CZP'rlON 0ELO►•`J ) Hz0 � % 875. oo I acn in - r �- - r! - I ,- - 1- r -- - r - f i f I (- �I �1 I - - 0 ' Q � I' I 45 I I ; 44 '' I 43 I I 42 I , � I 4 I i I I I M � 3a I 1 [*77] I !I 56 1135 - (AGR) i� �32 I 3 I I I 3o I I 29 ( I ZB I I 7 I 2 I I L24 � , i 2'.3 I � �; � I I r � � 119 8 / / 0 ❑ [40] , ❑ BR p _� I� I ❑ ❑ ❑ 0 I 26 I I II ❑ I ( 121 I ► _� I ,I �[J I R I I Q I � � , �I j OLL _� � _ _ - _ a � � _ �i �o ► � f I - � �a_� �a_� �o � a I �a_ I ► o _ o� L-a� � o� � _ � � o � L_ o�, L_ � �o� � _ -' - - ► L �-� � �� I © ' � � � � o W o a -= o o _ - - - _ _ © Nd oUj �� -- - - - W �� _ �► LL> 4v _ ---- - I -~ Q Ul -'2 DIG W N J I If I �i T �; I �I I I I I j r 1 r 04 5z 53 I 54 I [�q I I s� I [5]B , I Ii I 1 oNv❑ I ❑ I I ❑ II , � ICr,1 �2 , 5 , X4, 1 , o I ❑ n n �� 7 aElaII ,121 N1 FL51� I �1 a 11 � ii ; � I I I I 1 4.1 �. Wo a o a , o I I I► 1 ® ►� , ® ® I I► o f © II a l a 1 © 11 0 1 o o a a o 0 0 0 of l © I I a 1 o � N 1 1 I I --- I i I I IVcn I I---- -- 5� I � I 1 ° a d � o--- ❑ o ---•-�--- b o a ----- - -o ---o 0 0 as --w - 3cP 1 EL 14 S("AG�S 331 O 75 - a 9 _ -�� X31 I- 33 - -- - '/ -- ,l� / 23�/�a �l(� _- /, 679.DB� I u 32 33 33 -o - 750 I _ �Oe o-rHER9 IGN col +416,H S� /`I'FOX �E'•1GE To END off ' FENCE DETAIL -� SEE Ta`�L.� E�ELOI••1 I� TGIF UNITS w/ 12"gyp 5-rucco plEr2s BY CO. THAT t- lAY 5E PLAG�D ON TkIESE. L07S O UNIT TYPL-S AL , AGL, E�)L , C KIL.Y mA-( e*- PLA•GED of l -n-IC-5E' L07S . SITEL. P AN AF- ONLY [4]1 ADZ AC R.. ONLY O LJNIT TYPE5 AIz, AGS , 51:2 M4Y E�;E PLACE❑ oN TNCSE LOTS, 19 AR, 4_ 5 Z ONLY 14A AL 4 ACYL ONLY 23 AL . E3L o rJ L.Y 48 A.L 0I J L_Y 24 AP- PrZ ONLY I AL ONLY SCALE I"' -rG0' 1. r = ARCHITECTS DEVELOPER : ' PEREZ SUAREZ , ASSOCIATES, INC. b ' STOKES & COMPANY -ARCHITECTS PLANNERS DESIGNERS, BUILDERS & LAND DEVELOPERS � W 1> REVISED MASTER PERMIT SET %SHEET SHEET SHEET a w z NO. TITLE: NO. W TITLE. NO. TITLE Q AS-1 SITE PLAN W � S-1 FOUNDATION PLAN Q S--2 C-UNIT FOUNDATION PLAN - - ❑ a A-1A A-UNIT RIGHT (AR)(AGR) A--113 B--UNIT RIGHT (BR)(BGR) A- 1C C--UNIT LEFT (CL) (CGL) REVISIONS A--2A A-UNIT LEFT (AL)(AGL) A-213 B-UNIT LEFT (BL)(BGL) A-2C C-UNIT RIGHT (CR) (CGR) ELECTRICAL A-3A A-UNIT ELEVATIONS RIGHT (AR)(AGR) A-31B B-UNIT ELEVATIONS RIGHT (BR)(BGR) A-3C C--UNIT ELEVATIONS RIGHT (CR) (CGR) 00 A-4A A-UNIT ELEVATIONS LEFT (AL)(AGL) A-413B-UNIT ELEVATIONS LEFT (BL)(BGL) A-4C C-UNIT ELEVATIONS LEFT (CL) (CGL) � a o co N A-5 SECTIONS & DETAILS o z CD 2 Y m Q W h ❑ a z a Z J CL W H C/) ORAWING NO. - AS- 1 1 OF1 1 7,74 'AF 24972 I, 1 II n , II - --- �L�� --- -�� - - -- -- - - - - 2 O — - 2 x4 s-r u os '� n >. , u 4, o" 1211 p I► ---- _ q'-z►t 4�pn _-- - _! I -8 _ 42-0 `�`?u �1�_ � I I -� -- �.p - - q 2 ' - 12 in . _ w ..� p T 2 x4 � w/ %2� �.�. 12._.10 __ _.__ _ �_ ....__ _ _ _. - c CptJC�n5LA6 W � d+ O"d G W/ M4 4 _ ---- _ _—__� I 6x G 1a V'/WM _ —_ -- r --i / WAs 11 E 1 - ___ .. �_. .___ ___ f _�. -- { All. If r I F ci L - _ . .- _ _� I I -- � � Fir - 11 �---- - �.–____� i � � � _'-- _�_��« l '' ' ! ! f _) _ -- -T �--- _ I 1 1 I I V4POR t3aR�.r��.' j IT- ;: I I I I i II •, t10 N N N w Ix . 13 w.7 I I I I I 3 GLf� .TYP �+ II I I ( I ! N I ONE S T O}�,`>✓ v W ,► II 1 n N I I I I 1 II 1 e) x Ito° co1JG. Fr w 2 4 4 GOPr, ap q_ 14 1 - -14 L I N r 1 ^N 11 I I I � I � � �' G `T' 10 N NW a Ij � � I I� , „ o W, WALL- f, ALL LL�. �---- I j I AI� I 1 I I I �_ ..- I I r ` f, PEEPENEt� 5L4B Q � a2 H 4u 3a1 I I I I : 4 "N 2 y4 STUD WALL PPLI'A6LE W N { I I Q 2 x 4 1 (WH Ef:E AP w 1 I - -_ �{ 4 ,t I I �I -� 8 I I I I ��I I � LOOIP, PLAN,) Q 7 v ># 1 I j —f a A ■.n, O, M I � � � ° I I, 1 � �=_•-_ � I I ; d o ;I �.� .� I i � - ! _ .__ � •� __l.l .4 �- � I I i N CI I I .�_ _ . _ i_z #.4 tout W� I ^ N VAPOR BAKR(EIZI ' l -�O MIQ. LLP-2Lp,1 � t m ► � � I I � I I V I <vn � � �Y� � W I 1 " S I I III � � I , � � I I �,o � i I �� � -1'-o - 9 , _ _ _._ T_. II ' 4 (p I i o' 4 0 2ZI I I � , I t l l ZZt !fit �,'_ tl I 1-011 I It I I ,� _ _ - — - - I - C1 4---- - ----f-- - �_.— _ .__ r 'a a I } J 5 E I I ON �! s I LEF=T�T ( E3L) - - 1E3 - l._,_.1 f�•l I T" R I GHT �I 34 ' T �4 , ,I •-,� T II I 1 , ,z 512 c: 25•C WALL DEEPENED '' II I -- /� ^ CJ E o ALL PLANS I II r T �t � LE i L 1 I �I —t G1---��f��E � I G I� T (E3GE3 ALE � y8"L I C� � 1 �I I � (F,:--'G 1 " I I _ _ 40 �n � , I 4 � I - � � I "T _ _� � •� - k I _ . U+ I11 Va O' 1 ' 4 O -. ,r , ._.. .. - Q,I� �. _. i t I _ I 5LA15 W/ #4 EACH I - � • i - I ' u y j y 4 1 ECT I O N r (Lot, I i I I , I + w� fry , �t7An= I �► I I I � I (�I I I I _ � � I 'T I ' I I u ► I I � � � I 8 10 G 1 40 6310 _ 1 t r - ' I m r •c + - - -T ._ . I I ( I 1. t" -�.1 Itn t. i 1 5 E C T I O I Y N INS�tT 1 'x�" l�lr1EN Cot�G. BrzrclG Q ri�j a ! I I I I I _� (�LRING TO �FZM I2EGE� l J -� I n q rr 1410 w _ .... ri - I I •"� .-_.- -...__. Il 1 I I I I I V' I I r I j I I �... _... _. P � PATIO S L A W ' I I I I ., I T► i I � I I N I n _ � � I I � I I i N 11 } q"� i � I I I I ( d, _- ° --- - �-• � b _�. � r ( I I al d" I /_ I .`� x I N m. 3'-- � I I � N. I , x •- ��. �; ►� P W ca �' - — r A - 24 p (0 .o I -p --- - 2` I - _ _.__. 0 - I I t 1 I j 1 1 _• COMPACTED FILL e 4 ' ►• REVISIONS � I ! ,� 4 s t I ' m � I I M. I I j , • 11 m � ' • . -_ - - -Y - f U ISI I T LE �T r - f „ to A- LIN I T RIG" ", �- , - ------ 21G.� � 3�CLEAR � }- 4 --- L_ - } 4I�° CT Y P.) w/ 2 -W 4. co Q T: 000 Z n_ N I n u i. I „ + 1.(:5)1 1 ,� 28 •o r l '` 121 C —h 12.0 28 0 0 2 Y c° NOTES : A - U N I T G/\RAGE R I G H T (/-\GR) - T 10 ISI m a W 4 GENERAL _ _ - --- _ ,Q UNIT ,�F�� T' �C> L. �i� W I L o � 0 Q z a 0 u 0 1. Concrete for all foundation work shall attain a minimum 28 day compressive f 25 U' PSI. st>•er►g'th o 0 ,I ' I --- SI M I�QN IAI.1GNoR 2. Reinforcing steel shall be grade 60 deformed bars and shall be lapped 'a mini- =; � '±` Cwt z hn�tm of 30 bar diameters or 2' - 0", whichever is greater, at splices. Mini- i O I� ! I �• 'CoNG . SLAB ,.mum concrete cover; t; 4" i i I I I;.�/ W W M LL•• Bottom & sides---•----_..__--__V1 r Top at slabs..__—._---......---211 L I . - Q t - - - - + ,;:• `. 5. Positive drainage preventing satu>?akiaq of tooting bearing sails from stand-- 3. talded 'wire fabric (WWM) shall be ASTM specification A-185--73 and' shall be _ .. - - s ' ]appecl b'� minimum at finds and sides and wire tied at 18" centers, in g water shall be affected by sldping finish grade away from building on a = i _ - �_ �_ - e F slope ref 1 .10 for a distance of 5 feet. �j ! - 2 #4 �A . p x SSE I ' 1 n I n ; HAY 4. Earthwork; I j I 4 6. ; Contractor..shall verify all foundation dimensions with architectural plans. � �. i � / 1 � �� � O „�,� Strip all, top soil, remove all foreign material and earth containing _ organic:-material from building Area and out to 3 feet outside the 7. Cortcretta It3locic and Mortar: 4 4. I l:l�i.ts of the building. ._.,,. ... ..,_.. --. — -Conor'ette block shall conform to the requirements of ASTM specifications EC TIO i - Puce. a minimum of 6" clean sand fill beneath slabs. C�-9ll. , ► �/4" = ( O" I �EGTION earthwork below footings and slabs shall be compacted to 45% of Mortar to be" Portland cement or equivalent and ;-shall canfUxia Co ASTM c' -G a'' re ate. far` inaspn mgXtar. _r 1 O tho_ maximum density. C�1 0 9. 5 nd shall conform` to, ASTM 14k 4i gS f x'Y - o vRA►WING No. (, e.* 8. soil pmiklo idl.n 1x;.,mater�.a.1 shall be pla'ed'in 8 inch layers acid compacted �,•• 1 `'�; � • befare praQeeiiing with additional layers. ` ''!`he contractor shall have All' area covered by 06 ,floor slab Created with 1% chlordane solution at the rate of one gallon per Cc�n square feet. ©F. Alan the ir�rs and i.na tde •the Foundation wall shall be tre€it f-d at the rata. ,. 1 1. ti. of two gAllung per five lineal feet. r: .� M,03 �Rk;r w" rlr((a 5 i AF 27021 2 tips. L}- CC�I.1G• �A� Q I f t PAD - D I I I 1 II I II I 1 11 I II �1— 1011 I 12�-OSI — Ila', 211 1621-2II 12-011 - IO _ ID 12 _Q IL FrF NmN F-acac i t I i t I I I I I I ° omw N I I I 1 I 11 zz o I 1 I I I l o i I Lz° I I I I N I I =aN a N I I I I Ni I I I yaw wo � ' I� I I I Q ° I � I - � - I I � ► I i - ; �� _ - 1LL 24' - � _ Nd13 WW W z -J IX LL' - 411 I Q -jz � I I ,� 1 ISI I I I N g T-- 0 1 I I I of I o 8 I W p p° 41 N I �1_gl� Q4 LO 00 4'0° 21_411 I I I i s 1 CD I I 1 2-� _ ...�� . { 04 N U m 7 o ( -r I ► 1 1 F}- I I r- I I �n I w D . -� wA�►� I 1 I '� 4 I __- - - U I I L �oNG. K I { } �; ; I _--_� I �'� I I I I CY U� LL _ -- — — -- W to 1,2 Lg LL r f m 4i1 12 `0" mel-011 A 1,l-- 7 ("�I FI /How N ©N n - C - LJ 1T eH a l C�� ~ LJ I�1 G �FA`������ CGU o �w 1 . � �N I � C���C� _ l. � C� Irl _ _ - - N QUNEDA�-,,—F 1CFLA L N 17— C t .S 7 111kMilY F lY Mi LL i Q W a v REVISIONS g a d' u� --3 OD v c� 0 N Z z CV Y m a W LU a z Q ❑ u o z Q w F— Z Z z i Q U LL a_ DRAWING NO. S---2 a AF 24972 — �. --- 30---O pts 1 u _ . I yi Oil -7-0 q. „ 5, n '.p" 6-roRAGE DELETED --,..I_-_11 ._--.._._ _ __.__-- f AT U N IT ( A G rZ) 10-0 F1 N ( 6 H 6if H ED U LE TRAN,yL.UCM N-r A' Cr)VE L_C64TIN6 '0 - VENT, T'4TZJ r omaF coMP�E�sOR UNIT -- _ _N = SPAGE FLoo � 13A65 WALL6 cEILIN� R MAKS va�rl'._ � t^Luor�EScE��r LiGwT oil 4 caNG. 6LA13 PATIO o _ ' o, L.IVIK16 CARPET WOO17 pYP.Ti3D. GYP, BP. GLG. HT, 1/A�'ICS Iv ST017, �4 AIN ED 5PiZAYED VINYL TILE C� ENTRE{° GLG. �+T, vArz,ES �- I =m � _ __- _3°X3- µ,�, 5xis H,5. � — _ _ _ __ ._ S_ M d, IZ, -� - T�►aPAS Tw> u S- a CL G. �T. N � � INNUI rm 1`0I�DDA R,'EF, = I S►NK-rt �}- SPLASH S11LAM, PLA-4, �� 0 j a HALL ` . _ ! ,1 DINING f 115MAM5L PVP. FIREPLACE' I O C�YP. Pa P, m =- ; I cn L�= �I- w .. , OPTIONAL ITCW�N VIN L TILE r' }}DDD Oy u I I I I QA-T M I M.Z --- :. I Ix h4 i I -RaN6E 1 I 13 AT 14 2 M.47 �CCTIoN 13 ! _\ _ 1 n , u I , u I 1 2 —�} 11 CL, 1V r. CAV?5T 1 Y �} .. &PAN Ev x ! s�. I� ITCN � 1E L � VAT10 ►�I � � —�31 Wp AHLIM.�? PAINTEt] SGALE , / '` - I - a "'Q NI Uri II -- ~ 5' SN• 6Q11 I II (SEE FT AMIN6 PLAN) I I �oa ! PATIO LONG, ---- 3/$" 1'(NIrJ f} L a 11v�Nr uNR ��.n� _ q - I P T PLS W D, 3.w A.F.F. - I -� N - ----- - -- - 11 , I t i .__ I ►w. MNG ! 1�, A�-L 11NTE RIOR SwItJGING Dpa �5 M. R, = Mv15TU I, 5-rAN-r Q Y . P.N, I5pA E 6" it L._ j �,+ I I 1 3/8 Tl-41CK HOLLOW CaRE GPT, = GA PET 0 I 4 '- " UNLE55 OTNI~ w15E NoTEp k V -' - I 6 S HIGH U. D. �l, C ) — Sorg 1T LI 6PT P Ix 5CfE. N t7Y u V. T, VIN L T1LE d Roo a , _I �EIW . I _ w0 a u, � I I �� - - �•-•w-1 -� �(n �� I ----- - �tI ►' °� I 71 I -!i�I Tl LE- 0-- Rad V w ALL- I of ole I�1 0 o I 1► u ' M/G i$; + 1 h}IRi�vi 1 �- ¢G L I''r 2-x Z- _ 3 -60 `�' -(o!all _ - 101-0�� �_ �t - ~ --� G w y, of -ATTIC gccE S W 1 If ' _� I � �9'�0� �,�^ � - SINK c' Iw � - ' . } I I N HALL _ [ N I J L_ - M 2' `� ; I _---RoOF LINE -� `9i,,� P f i + 11 1 11 rz �• I N I Q. S. — I 2-8 1-9 - 5Ph c TU r GL. I I I cL. /� 1 -- 40 - 4 \ e - Tb E 511-a C 1r �- ! t �o, 21911 31 O11 4,_4,, 3, 4„ 3, 4„ 71 ¢!, U As r3FDrZDoM 61 X00M 2 X16 o.c. _� -° j � ! BATH ZOO M EL UST T CEPAR �( sir 3 N TrZELL15- -� I _ vi I 5CA LE ; 1/ .11 _ 11_ 011 ' IZA G L OA h CJM. I I I a \ ( A= U I T C a R) 4- F"a o T A G E F_ :�I A l+ I 1, ~ , 1 t , 11 GARAGE I _ 'T' 10 10 _ _ !a- �o __ 2-a 4 - o 13- q- 10- 9 lK- - _ e6. 1 - �- --_ ---- - - - 4 o I cy N t�IVIN� 2a F - ' I ► i _ ! + PAT 10 f 1 �1Z,5, 4k $ G�DAtc" BEAM _ - - ry , CEDAR GDLUMN --_- _- AN v1� W 51MP 0w ' - I A- UNIT At� G SQ . POOTAGC 4" ► o!10" Ia= ___-- 7-° — __ _ .._. __�°L a'r -- - -- - 7'Uu �_ 2�.On `I��_._ 5 - Tf?E1.L15- 2x 6 r?, s, I -_ __ - _ _.-. -. __-_ _ _ _ Roof~ L14E - - - �17ACKE`T'� P. 11 1X11 I ,1 _ Y � G E I7,q(� @ 16"o,c, ! LIVING _ .--- --- _ _ 1053 5. F: - --- - ----- -- --- 241_0If 6L o' 1 A U � IT FL_ QQQ PLAN ( AIZ) 102-7 5- P , I i PATId (0O 5, �, a SCALE . 1/+11 - 1 p ' '' _ -- ---�- - _ _ _ • , I _ _ _ 0, P, P001? �: , ' SII IT -5 A-5 r�, 1914-" �FA4E - C A , - I 11 �x ANSIa' ,�i ` 1 ►1 , 11 2 UT51AE n.: 2-0 0,14, �t oI~wALL q W> _- _ m --- �-.� ouT�arD>w 1~Ae� W -i `ter or Trzuss a 1 A- UNIT pAkTI A L. FLOOW PLAN A G 241_°11 -- iNTEalo� - 5CALE: I/'F'� rLo ' �� W , ... I ca N + E 1 R VIS ONS I. ROOF PITCH 1 —• 5 MINGLE ROOF (Ty P.) _ -__ _ � Io- I d' _ to-'Io UNl.E55 I�Id�"Ep %� m , IZ1�6E PRE- ENGINEEQFD 0D CE: cy t 3 i WALL bELoVJ (TYP.) _ x:=� 2 3 Y I _ _ _ U w ' --lNR1nCZ MIDGE 4�__._- — - 0 U 13 IT CI;t7AR TIZEL.L15 ` �L % Tt�US� FRAMING PLAN A R) ADDF PLAN! � A SCALE: 1/9"= II DII 56ALE . Ilg'' -- I ' o" 12'- 11 8,5. 2x6@ I6'o,c. Gs=DA T TCZELL.1 5 T � U 6 � T \� P E � DRAWING NO. r' ..i . ALL DIMENf I��15) q TtZUS �f�A �J� 1I PLAN WZGA�ZA6EIZ Rao F 'PL. A N W GA �A � C� I(� ) �_ SCALE 011 5CALE tx: AF 27021 A,C� O4t 4 �.GfGy•i. 570 R. PAT I O COMR Fl w.RIx Ix °N U W W VI, D W zZREFI t20� i N Q �a� WO - KIT a o�° LIVING � .--I WJGF TI �J LL KII' o W/Hoon �J - - N v o w • pRo�IQE Box DINT SIG W z SECURE FOR FUTURE � LL� FAN • / ` a 'j2 RIDGE 14+w D `,� "'/N N _ _a co U 4 N U m GY I. - BATI~-I w 0 G.F.Q. 547 H IYU) ;►k 2 w (n a a 4. lip - -:- ._ P.B. -- _._ '- PNLBD-A p AT CONTRACTOR$ u oPrioN PROvI DE PNLff)D, 46 ` OUTLET FOR FUJTURF � I � $#�Ecr g00R OPENER BDRM. 2 BDRM. � - > i GARAGE ---- - - _ _ i Z: . a � w z w fn w co 0 0 REVISIONS rf' � U) 00 O O d N , z 2 Y m Q w H ❑ ac 1 a ❑ u ❑ L W � Q � J U ...... Z. Q � D � W Lu QQ ORAWING IVO. A-2A 4 ©F 1 1 l . . 2�j3 ���wa`'t Vi�(Gts i AF 27021 • h• 4 a: AGR • AR 1� ^( Y•6f� rI _ SNI1*IC�LE IAF C�'P) --- -- ---- d¢anr P�/5 wccv SIDING =-TO FOLLOW F-wr P l TGF -�_ 4 FZ/5 \x/fa 5101 NG �Z)4& TRELLIS Ir w - -- - - R/5 4%S WcOr� BE-AM �.. a �j R2 --- - ' EXPJ7•C`A'P • • l� < 9/5 �x� v�/GOD �S"f ' � _5u)� U w w . 5TLJC v , trap w-J 13 . N 2 R/524 I�,LP�P.�f� CO G F V.6,T O N AIS, LIQ LL LEFT E L_EvA T-I O 1-J �A��, U QT LEFT � L .. ,- ._ a cn o c30 N Ul 10 U NO WC a°n . .- �� 0. a Fxs, JY (T-a-) I KlG-;,P EL EVATIotil ,aC�l 1J UN(T Ric -IT E1.. UL�,-T �oN �QF� uN �� d ( 2) .g�_0 ROOF VENT , 1 12 41 = Ix _ . - • . . . _ . - - . • _ - • - • �. - J - - - -- -_ - T o REVISIONS �. w , WGt 5IC71 Nv F,EAP ELEVATION �.�� UN1T" _w �. LO ,.: KEAK ELEVATIO�I A�, UNIT v.r�pLINID G�G�� �r WIf•.I � Co � a o ao N m Q w w Z F D Q 2 4 I/L _ �r/ODp S I "D I N& 4 _ r .r TO FOLLOW P1YGE-I + _ - 12 — _� _ *6v TI-ELLIS .... -FAoCIA Z' - -- - _- _ 1 -- - G x J 01 IV/5 2�4 `TRI►"I . . 5Ti.1660 ) I !i Er _._ _57LJGCC 'i DRAWING NO. I-JQF�IZ. WD SIDING wxCPvST Lgl,5 2X4 vlcou TRIM ARCUrelD P-rV S t Q i IJRt-,t,6 I A'.,,'3A NT �LEVAT�oN uNiT T;F,/-�i, Axa �E�M L 5 ��o�T ELE�/ATIoN_JA SNIT oF : f. F-t ( - �/5 2 X T RE!rL I s !�1C�T ALL �A,-Tl O►.I __----�- _-- 5 1 `y-203 'J�a-r AF 27021 AGL ALIrw , op� _ UWW ON i. LU22 jCU 2�7 �- � IXao W- R WLL o W W2RIGHT ELEVATION L4L) LINITRIGHT ELEATIOI� (ACL UNIT L-LJ, a � oZ . w ca N Nac� coo NO WO — — k4. . (I I LEFT ELEVATION AGL_ UNIT LEFT ELEVATION (AL, ) UNIT .�• r , r w c a �o ��;; - •---- __-._ _,..�_.._.__.-- ----��__ �...____..._-. �_ REVISIONS r� REAR ELEVATION (AGL) UNIT _ READ ELEVATION (AL) UNIT ` NOTE: ALL ELEVATIONS - 0 ac a � II I I I �. _ `CV. ti eGAL_E • /4 -- I -4 0 2 c� w'a Cw• , {./ W y 5F-E SHEET A-3A FOP, FURTHER = Q 0 0 u 0 •, 3 Z. 0. FF Ic J ; CI LU IT ORAWINGPi 0 F.I�DQT- �E LE.VAT.10N ( A6- _ UNIT (AL)N ATIONUNITT _ OF V4 y i AF 17021 I�OIOF �IIh1C - .E5 OVER2"GLEaQ MItJ . (� VENTP,LocKING I54F FELT AICD y2" PLY` t? GPX PeOVI DE II,.I oLILA-TIDu 54-EFLE -- -- 4 ,wry ,rano 744•; " �4.LV'. M 1 L• DV_I P ass} a YYP �}�IRU - AUT 2X4�24a.�.. _ - , PRE - EW41 IJFEFZE_D WOOD I" x 2" P.T. WOOF sHl►JGrL.E� OVEN 15tp DELT 12 TRU5�E5@ 24, a.G, `� PRE-E IJGr. �/D 4 �� (5 t�� �� I�f?1a.M I�►4- PL41`J�) 2 � i �1-lit�lCfiLG-S TQU �5 � : L4" p,G, }4LIRf�IGANE - 4•&LV, MTL• CEQArz — 3�g" G EDA r2 PL ( W D. W/ VEWTS GL,I P� EA. WI_155 -WOOF 61VIWi6t, X 5`rUD (A.50-F- ELEV,) `rYP SFGT. FOS Y2-'' P1-YW `UDD GDC pfd00 I�A t�. C .IDITIO�J I�l�LJLAYIC7W VA, APPfZOVED ALTE2NATE 13LOWN FILEDGLASS , NNN SID I " P• Q LV. MTL. Dt2I P - I I`151J L,4TI DhI - l9 �, ---- - y - �.rnr•��oL1s SLA. -I I NG U W W 0 tv �! I 2�1 P. T. _j LU22 ,2 4� GED,A� TR.I M �S�E ELE V. L7 �� r w� SPfZb.YED GL.Cr, 2�E CE17d.1� FQ.sGI� SPQaYED CEILIIJGr 2 �EDa� �"izi M � W u o . 2- )( 4- c E DA IZ T 2 I M -___._ M a`rG+l E47rD M W F4.�I� . U J W .,0 A OUOP I Gt7WS, } c Oa;Z �EFZ �Ea.P sToP �/8" PINE- PI_Yw'D W _ %21� G-YP. by -� I �a� Wa ❑IAMOND Ecf�.EN vEI.fT•s�� ---- _------- - c,-aL.V. M�tL, E�Paf��IoN JOINTS, a �0 4',o" o.G _ ___ _ �_ _--- _� � 211x�u 1�/ooD SYuDg @ I�'' O,G, (SEE EL��/ . Fob LOGaTION 0� ZP 10I2E YUf2N GP-YF. E!5[7. `ro vEQTICAL' _ APPLICATION OWL`(.) LL- o w 1 N Dow WOOD SID 1 w Cr : - —_ L.1O N U J \ wz NJ IJTERIOF� WALLS T4 �E sH,�YH I I�1Cr - o Iux81� o� 11X �II PINE \ woop bTun� � " o.c, willLL7 L-. ED. 5101k4r APPLIEDI +� Q JZ /2 I NI Pi�EL�-NaTED SHEATH IIJCr, W 0 0 �f2oN�E aLLIM, +IvC7. �LC.�r, SIM. M41Z�jLE SILLD�.Z. olz DlaCtoNaLCSEE ELE.v �� �j%2'I QIP EI�CtLk.6 E54.TT --- 2 SHEE`i�5 %21' pl.Yw'o @ E,4GH N � N 4�/11�..IpQ4J� �+a� ��►. W/4oeXW6E D, OR - Q a)U ItJ�ULa.�ldl•1 , - I i oo f�AG� OF GOGZI•.IE12. QLT�IzuaTE I : U 09 I`THERMO •FUY' (T� Jolwr) N m v2 4, F. E5D. 2 �G��.`TGH � 1 r I 1 Il157 -1 i2D UGr H 11/il MFTER 15rFAP Q6 P� �. e.G. W U) /`` W071! : W UI ►✓11 L- �4.R�IE R aPPLIEP ON Gra.LV, X11 QE. " K- LA-1-0 USE I LAYE;Z I EELS ovER W00P 'Evil DIUC,- " --- ,I ``rPERMo-PLY' OR ESCPGSD PLYW'D. a Q OR STUCCO ON 'K- L aT H E �U L 1. I IJ�L11L1�.�1 O 5 H E,&,-r4 I I`1 Cx O R K - L ATH - -_ __ �/pO AT 5-ruc-Co APPL.ICA-roN /aL EIZNAT �. 2 2'1 X4' P-r, IDLE F� W1 OMIT SHEATHING qr U5E 1"X 4" y2" dIJGHD(2 r�OL.T� / - - FIN, FLOOfZ (5EE r1W1C_;,H SHED..) - LET- ► N5 AT ALL COIZNLRS USE " 1<- LATH " AT ALL_ 'STUCCO A PPL.IC/�T IotyS. 5E �TI7uGT. - r-n--�. �A �jrr 7 n IW V P, L C.r2,a.C7E Ali - i' ( � _ F iZ SL.4.� Ol�`rI f.ICr GOIJDI TIS�!S : !i -- G4 ---. �ZADE -'L _ : R - MIL E NIST _ - I ;II ; 1 F1, CDNG. E SHA.LL E>E - - -- w I Va.Po12 BRIE VIC-,QUE E,dC r;iII '� F_U5�ED orz �t'LJcco @ - il! --.I -- - - -- _ _ I' ,_ coMPAGTED PILL ,, Il j,, � .. r � !;_-_ - DR.'S O PYI Ot•.l �`�I 4 I:�: � �1'. , - x --. jl = • J' -Jill, ji 41 - IE>- E cT i O N w N pO w 1 7Y P i CA Ll!S E C T O N 2 TYP I Com, L SECT 01"1 3 w v ' WALL - WOOD STUD WALL I, X 411 R,S. �� uK� LATHE ° GYP gl], INSULATION TIeIM, 3�4 STllC�O Q � Pt 2x 4 W < ms t3A5E I TILE Q w f "J Y DRIP MOULID w 5TOP (DELETE4 IP l ILE WEAR7W ---PfZE- FAB MTL. a - � - - - -- GONG) STUCCO IS COJT- T'YP FIRFPLACE( t*rP, ,n m I�DUC-tH"STUCCO ON e, I TO CgKA0e n ►i STGG;O ON GALV MTL. J cp cAALV, MTI., K LATH WOOD _ If Q 51171NC1 IIK L�RTH EXP JOINT I p p N 1 REVISIONS\-2." 44" TRIM LID to M M � WOOD TO S T U C C O WOOD TO S T• U IC G O EX FAN 51 ON D R I P MOULD FIREPLACE F_ l___ E V/AT 1 ON °° Cr acm z2 `° Y • OO R N E Imo, @ WALL J O I N I (VERT OK HORIZ) S PLATE SCALE yq. � I'om Q w W 11 - P►f�EiaL ACE `I - 3 0 U 0 GENERAL Mims. CONTPRACTOP:: � ON p All work shall conform to the City of Jacksonville Building..Code' - -- Finish Carpentry shall comply with the American Lumber standards. Interior F�'TIC�) and high standards of workmanship• trim shall be white pine or better. Exterior siding shall be rough sawn 1 v, ' 3/4" chAnnel rustic. install all exterior wood and finishes with hot dip v � MTL'- -)11aG�•N I NS TA Ll._ J�Co R D 11� T� v1� U F. Z Site and Foundation: galvanized nails. All interior doors to be hollow type. �0 1 am ^ See structural plans Thermal and Moisture Protection o W Concrete, Concrete Masonry Units and Metals: Exterior. Walla shall have full fiberglass insulation. Ceilings to have a C) - R-19 blown fiberglass except where batts required to achieve 2" air space 3� W See structural plans (typical conventional frame area) . Roof to be fiberglass shingles, 15 r,� year roof warranty. �" U) 06 Carpentry: _ �b Rough CArpentry Carpentryshall be wood that complies with American Lumber standards. Dimension lumber. timber and boards can be 112 Southern pine. Felt 15# asphalt p . impregnated Fry or equal or rosin sized sheating paper where indicated. All rA �-SE� FLOOR PLAN PG�1Z nails, screws, bolts and hurricane clips are to be hot dip galvanized. Ply- HEARTH GDNFICal11ZAT10 I� WIIVG IVO. woad roof sheathing shall be Y' TNT--DFPA (Y) C-D exterior g�.ue, or..w�fer .board All wood bearing on or against concrete, masonry, steel and floor joist shall A-5be pressure treated lumber. All outside studs will be at least 2" x 4" @16" O.C. Inside walls shall be ca e 4" @ 24" o.c. All 1 I ^ C E P /� N ALTERNATE L T E R /A T • ' - roof joists at roof edge to be secured with hurricane clips 24". I� /""'� f-'� _ � /� 1 1 OF1 1 SCIALE 1