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Fairway Villas 2100 _ AF 27021 NOTE: BUILDING I._oCAT'IC�N To BE �IELC) DI_TEI_MINED a".( THE C ToR. THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION, EF_T�C k--' P;-'Ea U I P-F_M C N T� BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF y � ° UNIT TYPES ONLY , FOR PRECISE GEOMETRY, IAIATER, SEWER �QoNT RE.AE2. - I5� MINIIMuM & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & THIMS, 15�IOE. - �I-o' MIN1mUNI I. / No L.EESE THAN A INC„ CONSULTING AND DESIGN ENGINEERS , TOTAL of lO' F3E WEF_N ANY TAC2 APS - L.oT5' PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY , Lo-r NuMcz (n U) ❑N 3 uww oN 34 3 f UNIT TYPE DE5IGNATICON LuZZ ❑[h I (5EE DErSG121PTION t��L01•`l ) _2C7 N 5 1"eo"' "EF/, ,5 75. 00� ! 14@ — _ -- - ; — �- -- — -� � -- - - , � - - -- I ►- — °0 a a) I _ _ � _ � � _ � I� _ � _ � � _ � � � � _ � ; r- - - --IST - -I! (� - - � r � i � Qat 7a ,1 r r r 23 I �- Ii _ I 19 [� 48 I i 47 I I I I [45:] l i ; 44 I I 43 I I 42 I I I I 41 I [4]0 I I ® I I 37 I I I I 35 B R r (AGR) 32 I I 31 I I 30� I Z9 I I ZB I 27 I I [2G] 1 ff5] I F2� I I I U I 22 I I 12 L� I J I I � I I ; I J I ❑ ❑ , r , , a I I I I lil I I I I I I ISI I, I I - , � I?� , ❑LL [5:0] I; I I I , ( I I i I I I I I I I I I L - ,� �_ �' � I �- -_� � � � � � o N w I o © o a � I_ oa ® � o I �®_-II -®_ - ®� �a� '� ®� � JL- ® ®� � � - - o o ; o , , I W p L __ I I _._ J 1 _ _ _ _ a 1_ —_ _.J I I _ I �_ I J I— —�' L _ _ _ JI_ __ _ l _ Q --- _ _Q __ N — _ -- I o w 2 N LL —12 Lo ,. , � w �❑ En y co u If T I �' r — _I h , 2 I , --- r `,G o N C] In S I; '7 �I r T I� ; I I I � 3 4 � c, 8 �I I to I I I I I IS \ .x °S3 I 54 ( 5 III I I 5`� I I ( � I I !I �2 �3 I I in4 I I [6A I U I ❑ � U� ❑ I I IL I I I TZ I ❑ I I 14 1� w I [� I I I o EZI ' a � al� I ® ► Iii © I ;� a ► Ialol + al I , o ® , ® ® aIo ® o , Il0 o , alollolo N ww o o 0 1 o I I I I d 5 i 1 i __ _1. t _ _ ._ _ I _ I __ _► ; . ► �___ _ _ _. _ I ;� _. � �. . _ - _. _ _ _._ a I OL-0 '' 4 o— — ❑— a--- — --h 4 n n -- n o n a o _W d — — _ F:n2 i EGT 51GN 1 To END O� �J' EE T,�,P�E P�EL..OI••I �OC2. T�I--I� LAN T 5 BY aTH E�zS ��2�� 5�ccp�r���z 5 �'•1G� FCNC DET/-SIL. TI-4AT r-IA`( 5E PLLAG�D OI�1 TI-IESE LO"T"S �L UNIT TYPL-5 AL , AC—G-, ��- ,, �I-� �� ����-- ONLY , MAY BE PLACED Ot-4 T�ESI: LO-rS . SITE PLAN 18 A,R ONLY 41 AZ � AC R. ONLY Q UNIT TYP_45 Ate, �.�� , 8�, r � ,c�- , MAY E�E 0l- l TI--I t=_5E LOT5, 19 A.IZ Ap F3Z ONLY 14A AL ACYL ONLY 23 Q.L. I$ bL ONLY P�]3 AL O•J LY nn� AIJZ E3I_ ONLY 4�l 4,L ONLY I� SCALE; lu -�00' I� r DEVELOPER : ARCHITECTS PEREZ SUAREZ ASSOCIATES, INC. STOKES & COMPANY BUILDERS & LAND DEVELOPERS ARCHITECTS PLANNERS DESIGNERS. 4 a � a REVISED MASTER PERMIT SET W M W Z SHEET SHEET SHEET l� NO. TITLE: NO. TITLE: NO. TITLE � Q v -1 SITE PLAN W foA S S Q � � S-1 FOUNDATION PLAN ❑ " 1 S-2 C-UNIT FOUNDATION PLAN A-1A A-UNIT RIGHT (AR)(AGR) A-113B-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 co A-3A A-UNIT ELEVATIONS RIGHT (AR)(AGR) A-3B B-UNIT ELEVATIONS RIGHT (BR)(BGR) A-3C C-UNIT ELEVATIONS RIGHT CCR) (CGR) a BL A-4A A-UNIT ELEVATIONS LEFT (AL)(AGL) A-4A-413 13-UNIT ELEVATIONS LEFT ( )(BGL) A--4C C-UNIT ELEVATIONS LEFT (CL) (CGL) � pp N I A--5 SECTIONS & DETAILS 2 Z �° Y m Q W ❑ 1 a ❑ U ❑ Z J W k I*•'� �"�' - 'rl...■ DRAWING NO. i As�- 1 1 OF1 1 AF 24972 0,G �, 371 � rl � q I q � � 1 /1 1 Il I n 1 �I , ! , , „ � �' X S UQ�—.. I2 "IG I 2 4�p - ---- !2 _Io_ q 2 ,-+0 `�-.2 k l i.Q - 118 f `� ° Cl - 21 .r I y N� 2,x 4 I w/ %z„� e Q t J _I �. I Z 1 .._ I 4 co u G , 5 L.A B W� P� 1 F_ 6 ,x WWMC ALO' O.C. W/ IJIJT ff r r � r4 , . ��,:- p � ,u• ---'k._= � 1 1 Ii I) I II ( I I j I I i ! ... _ • - --.-.��-_� I ; _ �� -- i GOMf'1�GTEP- F1 LL. I HIY� p ' UWW Z� TYF' �.. I ! 4 � I IiN 14 III N o Iv E s T ORS W 1 II ! II 11 I II r� I I I n I II e� Y, I(P” rOKIC. FTr W '2 -4 4- GoVIT, a 14 0 I 4./ 1 V �• I .J ; I I gyp! I ; L i• ___7E _+ j I J v UMr I13W2 Mj oil I I ILL ��: _ ;; PI±EPE?1Ef7 SLAB -'z 4„ I i LL. IX LL I 311 I ' I 4. I a I I 2 Y4 STUD WALL 1'T. - — � W ul13 i Q ` I �' I �Q N I I _NI 2z� VJH>= FAYPLICAF3LE W � 5!!F- FL�DK PLAN �� 5 7 7 u Q 0 Wo _ _ _ ..�_. :m - ---- � � � _ _ w I I -- - - - _ :- -_ _:: � N `� m� I - _ __-----• ---' ! N � _ _ _ �° ! � : -z tout W '4 N - • - VAPOR 5AR.RIER, L " * t.. _ --- - -- - I �, --�- NittJ, LAP-2 O I ► i, II 1 ,. 1 W `� � , 21 x --�-� a • t 1 - � I u 1 11 1 I u ! 1 l0 -D ! I �3 �0 .4'� _ - - 2.2._x- 22 -- - -- - I cp J I _ I r { � EGT10W E3 - LJN { T- I GH _r .� ,�'r 2c�' B - UN I �T LEF=T ( E3L) If I _ ll 25'8 { I WALL DEEMKIED O -r E 4LL PLANS II SLAB E LJ I V 1-7 GA R.A�E � I GH -7 _%=ALE y8 I Lo l l { -7 GZ%PZAG E L E F=T (F—::DG -� E-3 It `L(o ((J c� I IGIc� _. ��D G--.. __ . . IO pN F �•O 18 x 1P) COuG. THICILEAJ' - r O r _ , '� �0 I I �I e L w WAY. �9 - - x - I a SECTION I oN itI I 411 COQrs �L&e W/ W W M72 Nt I 81 101 CO 41� i I * - 1.0 _ I o' 8 Ip11 i ;.. l.f.�-Q. to q = IL 4" I I I �I I ti9i 1 61 7 I � N�I i , �' I I - I IVURIWC, TO FG'FZM I2FGES5 tJG Bj?1 J ' ' { 7 1 - I I 14�a �2'� I I I Cr I W I , Q < PATIO 5LAe) I ; N i �. �• a•o , I m •� 1 N; I � • i 1 . - - _ _ - - - _ _ w ro •� .._ ._ .___.. _ - - -- _ r �` . 1 - - - - --_- - - . . I ; I I _ - -- - - I I �I` _ ! 4�o I p I 4•j I n 1 u I t { I Cm . . - _.. 24 _ O .o 4 o a ' REV. COMPACTED FILL _ ,, I I n I f 4 y.. � �j �-^ l _ ` �-..... � ►moi 1� I T �� �T f--'►Lam. � - � 1� i A � M • - T I� I �.J 1 1 T (/\P) I 3� " � r � aC1. - — _ - ---- I 4. �.r , I 11 3 CLEAF� 8'x !6 IG�lL. �rtO } 1 I G° I CtY�'J `N/ 2I q coin Z a N GENERAL NOTES : A - L N I T GA R I G H 7r AGR) 5 ff CTI ON Z � u w - - - A • UNITG�RAGE LEI= (4\GL _ o oar = a ` 1., Con4rete for is11 foundation work shall attain a minimuo 28 day compressive 0 V 0 2SOOL P81. �„ + M sl M tG7N'IdtJGI IoR steel shall be rade 6p deformed bars And Ohall be la Tlo�;l��prci>j�K,. g lapped a mini- I jwin-pf 30 b'ar'diameters or 2' - U", whichever is greater, at splices. Mini- I mum oirferet7 cover: n I� I 4 'CUI1F ,.� Bottom & sides_ __---------iMV1' 4' Top at slabs__---_--»--- -- << ti 5. Positive carpstand � r, -� 3.. ;Wlded wire' fabric (WWM) shall be ASTM specificatipn A-18,E-73 and ph"I be image preventing saturation of footing bearing soils from . . �; ♦ ) <` 6'' minimum at ands and sides and wire tied at 1$'' aentera. ing water shall be effected by shaping finish grade away from building on a = � �-_ --_-,� -_ _ - - '� e e V, �w eco 1 of distance of t F . Sapp slope 1 :10 dor a istanc fee . Chworlc` "., l I - SEE- � � .L I u I q ,.,., 6.,j Contractor shall` ve]vify oil foundation dimensions with architectural plans. ,� I �� �L{ I�dAY Strip all,top soil, remove all foreign material and e4rth containing � I O J organic maCerial from building and out .Ca 3 fdet outside the 7, Concretc�•'Bllook and. Maxtor: i4^ 4" z r ,Ymits .of the building, . 1 Concretes�k .shall conform to the. requirer;ients of AS specification a:' E3E TIO -7 �- Placa a;:i0pimum of 6" clean sand fill beneath alabs. _ C�.. 4.4 I �" z = t 'DECTION I: ear.t'Work,, below av,tin a'3, and slabs shall be compacted to 95% of Moxt�ir to tie::''VOrtlalt d ceaaent or ei�bivaloi t.4nd shall conform to ASTM , ' r• d t .' C� 7 .. S n `a 1 cdnform to' ASTM G�144-4 a >re ate f�+r masanx mortar, T Q > :'r fi ma)e mum n4l y +' � gg y I , ©RAWINC3 NO. +` is shall be ►'a in int er and m Soil f spa .ma .x Ri h laY co patted k o , be q : ` i5 ;e'diri with addi,t�ioriarl a Orb. F:. S ,. a cans iiet~an 'hal have -All siren `covered b C'tt1p�f•igor`slab tre ut'ad" with �. ix rte•tordane- 0sslutllon at 'rhe YaCB of one g0l6n per ten' square reset. m '� `•• V Along EtiQ,. to s'and . in Aide- I;hp #caucsdat.14n w4l:l shah be tressred, a;& the rate t OF i 1. of two._j4I ons{ -por five .lineu1 foot. 2l0d AF 27021 381 O11 3�' Com'' 3E31-U �1 O'I pa°�f 4__ Qi 4 Z� NG. PAtD' cow, Pfd- � GO►.IG, PAp — —� 4 I 'a'n ?� i t I IC�1- 2'' � 121-p1' I �1- 1011 Imo'-21' I 12-011 I �'- 1011 �I- 1011 I i2'-U" I�1-211 �'- 1011 � 12'-oil Ilal- 2'I . IL -� I I I. I I III I NNN Irm o W22W °'M N I I I I I N; ► =aN In UaW w� z I 2 I I I I 2 I a ° >Ix °LL 13 uj IX — LL I I _► I I' � Y � i � f � f II - w I o ► Io I i ! II 4 ' -' I ( :I II iI a � g I QN 0z 4'' Ili I 1 - ( I W 0 0 --� I I I -_ = - _- - I co Y Q 0 _, N m f C OIC. I W 0 '� `I ��N�. ICK ► } T � .�, I i ', w (n � _. ---� --- - . _ __ 4=1 2� -� - _� __. .. _ � ' �' 0 I2L 4u 2i_4�1 -.._. _ '� 4i1 _...-- �H�wN r�rJ p�..lC�. � � C _ Lj�� Ii DEFT (C, ) �- LJQIT C��1 G- GCS LQT fel e1�1 T CCf�� UQTo �� , C � ' I F A U N ED�� p Q f` LA _� LN I _T C � .I� . �� II I ► _all a y ix a P $ ' a - W "3 l rb Q 111 Ix LU a REVISIONS d a. "t Lo 00 O pp N Z N 2 m Q W w a a = a � ❑ v a Z Q F_ t C/) Z Z Z i p j U u_ a. DRAWING NO. S-2 i OF r. AF 24972 11 -1 I it , , 11 11 94}44 pfiyq. 5-o S- 0 7-0 5- + 4-0 i 6-roRAGE DELET D ., - _ - -.. --- - -.-�_ � Io'-la" �' AT UN IT ( A G R F1 M ( �5H _6 �f H EDU LE ALCOVE L_&4TIN6 4�4 r. Co �E53bR UNIT ' - -_ -N DO CEILI N6 P5MAZ K5 A MP ,SPACE FLOOR SASE WALLS --- VENT T�+rtu rz�os- oN �-' GoNC., 6LA5 I PATI D I - - - �__ __ GYP, BP G\(P. BP GL G. HT VA0C-5 , �I.u�> sc& { o; LIVIKIG CARPF-T WOOD pAIh17ED SP�a ED VINYL TI�1~ - - -- _ - - r,-TDIZ, _ �( Y C� ENT1z�( �� - -- -.___ . -__ ti �, r _o DINING GLG, �+T, yAWrE� _ 5-x3 H.S, i . , _N - _Iw - Tµqu D G L G. N T. N r PAS (-r►�V N N NIr �°x6$ 5L,GL. DR. 1 i - _ �� - -� �� II �,"IxIx 0 I oto D RAF, -� .._ SINK $ 5PLA5N LAM, PLA-4, ��j ', I f3EDC'MI 2 ! ;° SnAcE t -� �_._.__-.= T_. HALF uwwlu 'N {(ITCH E�I ; v. �.�� , I 1 ,, ; - - _-_ - _ f.� W 2 2 M I M� � � ALL. � ..� U _ �.�-� F" (7 ya j: I H _D ~ I Y �. -, 1 ► 1. 1 C71tiIiNG FIREPLACE' ! rp > _ cn I i I L C til L IL. G�(P ep. m �I �.-=-= i 0PTI0NPI ICI7 HE VIN T E (,�,� 2 I Y J ENAM P•rv. I W f~ I _ SEE pwG. A- 5 1 - -- _1- __...__.l a0 UJ o i °� a� i \ - ANGE i 1 i I �CCTIoN 1� i 13 AT -i 2 �, r� i 41� Iv.r. cPr -� CLOSET j CARPET GYP' E W VDa�° �.r., i :.,� ( „�_____ _ �.. � PAI NTEp- T J R A G E G O N G. --- M,(�, �/{ T P w N - I w �' D I ANu r _ IZIDG>r. -- . ._ I I i Pr� - 5GA LE : I/4 I a �I - I �' N. 6a11 (;FE_ iCZAMIN-6 PLAW) I I - 3J�” FINI5H QN O2 ��T�►, S�Aa 3 - PA Y I a c N c, ,� W Ko P L w D, I _ t DIVING ALS. INTEVOIZ 51NINGIN Dooe - My � �Ta \3L 611 I ��. PH. ,I _ 1 ! I i' / G 5 M. 15Tt1tE �zws N?" Q �v I C, 5PA E (" !I L� , 1 3 a 114ICK HOLLOW CoWE CPT. - GA K PET 0g 1.. r „ 'I - W I i 1 1 G H U U N 5 f IN 15 N E a -- g -� 5M►ai±�E Q � 5-0�-- 7U4 _ . � ,�� ( �r - S H , O. N � L E 5 Q 7H 1± Z >y oT ) Sa F F I T �--- L 1 G�l r F I x T u�C:= N U Q?"7 ' d- R o❑ I� I � � SWw�. V. T. -- V I IV`(L TI l�E �13ATH _I_ Lo W D - 1-T°� i �, 111 - \ -r1t~E _- o, �o� `-' WN � a � "� , ' I I ' r Ln I G L I. ' x2 _ __ 4-!&D �' �, �I I o,Jo II �t 1- M�G I , , , � � � 20 0 ,�_� M K j 111 .nlol I TTIC AccE55 w I L 1 - - . �__ p__�._ _. - --- .M/G d I z Ln ch , I _' I �I `9 W I _ 31 N K ° (i 51 N K__f IN -� I` 1- - 1-4ALL. v� y RooF- LINE Y' - 6 P cr - .� R 5 G L t, j _ T it 7+2 1 11 1 n u � n 1 --- r 2. 0 3-0 4 - q- 3- 4 3- 4 ►7- �- _ - - - - --_- _ _ o �y -1 �.5. o", _1 I ,MAST�C� 5F-DRooM 6EDIRZooM 2 c�DAZ 1 ..{� j �` I A I �� i I =N TfZe_LIS- i - I i SCA LE 1/47--= R.5. ¢x I � � c�oc►1z aM, -- - -- - � � -�� � � I ( AF) 5 foo TA G E r" _ I u ------- I_ w-11 ( q~` +; n - - -- - I ! I 6ARAG o 1 `d -�--�-----,'�- is 4- 10L. 1uItilG 1020 s, F, WALK 3 4 , -- •� I , I N T A G - - I G 51 F. 1 PATIO - - ( 0 S'x 36 H. S, R. 4k � CEDA , 8 � �) � 2' g I 1 _ ANt�v W/ 51 , f A- UNI (AIG) 5q . PoorAGE i 10-10 Ia is I4- � RaoE LINE 7"O to-o 7-0 2-0 `� oil - - -"T-rELL. S - 2x (o �, 5, -- - ---- _ . . ._......__ 1 11 - —. _.. - - . _..-- ._.._.. _ `_ _ [3WACKf::-r(-ryP)--•— - I I N G -.._.__ - 1 _ 24- -0 (01- 0 - — _�— � CEDAf� @ I ( a,c, LIVING I o53 5. F - IS- 4-11 I S- 21, — — �I` i GArz,a6 2 64 5 F ; U � I T FL QO q I LA k1 j A Zj 1027 �, F-, PATIC7 �_ - �oit I 2 - — _ s - - S x 7- O. H. Dc c A-5 5x?AN51bN JT,-J _ _.._!g_ 4-" __._ ___— �__ I�� �� �►� T,5, N 1 a *FAe_F of wALL- o -O � _a2_n a.�l, -- - oC � 04 NIZ or T9065 Lu A— UNIT-- PAIZTAL FL00W PLAti A G 2.4,„D„ —_=—_ — ' SGALEI I/+"- ILo11 } mt a I -- -- _ ' - v �, REVISIONS 1� _ - ------� • yao , I i ; i I I ; I -I IZ O o F PITCH MINGLE fZo0F (TY P,) -- --- --—-' eo RIDGrr PSE- ErIGINFE2F:7 — - ___ - UNLE55 ti10 "Cp I i TRUSSES@ 24 O,G,(TYP.) m o co cv 0 2 Y I . WALL bELoW (T`{P.) _ _ 2 3 Lu - m i ►- i 4" pll 0 = Q --l N-f�R►o rz 1�1 D G E ------'- - --- --' ��I 4 1. ------ -- '7 0 0 a -- i o i 2x6 16"o, C50AR TRELL15 1 L„ aU55 RZANIIN1G FLA �I�A R) 100 F PLA t A_R)__ 56A LE : 1/9"= I`- DII _ 5 C A�.E '/a” � 1 L o II It _ ---- V a µxi T � U 6 T `( P E � ©RAWIIV� IV©. z1 b j 41_ _�- - GALF Ii Sall II- 1 ' 9'I -Tt� US.S_ FRAMING PLAN W GAgAG (A61Z) ROD F PLA N W GARA6 A G (vEr�I�Y aLL DIMENSIc?h15) ©Fi i SGALE I/g1' - 1 0l, - SCALE 1/$I1_ I '- o" 3 i' 1 �. � ,�' •,, 2100 � . ��'�u.� �/�?/as TAF -7— AF 27021 �t r• i t)70 R. PS I o II - ---- COMP. ca � I F„Ix 11Qr W.P WWW pN om D /W ���^ tzM N I I STI DISP T. � . 0 0 K o LL LIVING H -y RANGL' f N W w w� �IooO I U p J ° W DINING _ ' z PN=' ROvIDE BOX I Ll; SECURE FOR FU-rURE J� I FANS \ Q N 02 -- r ] ' W oN � I — a10�� A/�4� o w w/F© Q 0 Y �I I a)V - ` - - -- �.I. VV (n j5,47 �kk 2 W N a Q \ PN BD i � Y r s AT C0Nj-r RACTORrj Inti! PROVIDE OUTLET FOR FUTURE pNLBD, a6 �� e°► ! / BDRMBDRM . '❑_. �,� LLECT. DOOR OPENER hy, '� SRW Y'rh yl�'1/•1�a 4,'� TT Fffi � x a . �� 77-!, It_..—�..-- ..�_ �- � •SRT 1"�p 'Y: �'.�j�', - Ain GARAGE -� - - _ _" �- - 1 w� • "1 s.. i I I N Z Y O � J W ix W Lo co ❑ O REVISIONS d' Cl) L O Uco 0 I OD O- N I z z co Y m Q w w ❑ ¢ I Q ❑ u ❑ LL W � Q F--- J 0 0 OC D %WOO U -i QQ w rORAWING NO. A- 2A 4 OF1 1 2�0� S. ��,•�K,� ����s i PIK AF 27021 4k-, 2xz- AGR AR Z'Z � Fa2f= (`TYP ) TO FQLL�I�I 4 _ ._ -r R15 WO.. 51121 NG - �- S 2)4& TRELL r _ `-" -"__ -�-^� �` l Com• ILEI) ��C./. ----•rr�--�-^•-�'� .. _. � � � -r� _=-s.--f�:�-�-�. �,.s�� •`— I� s 4 x S tvc�p B ,►�i N N N — / I-LC Ix D Uww e W22 m x(o WCOD F05 I(--- EXP J-T(�!YP) 1 r ' x"20 a UJwIX 0613 Lu ., 1 Q —0 ow 9/s 2IX4 _ �P. p CONG. oR• sTLJGC.O To 6-F,bZ)j= z _ r~ A&K, U�11T LEVAT ION LEFT ELEVATIOL_ �T E ; _ - � �AF, LIQ7. LL7 Q cn Jz � wLo h �° 0Q Nv w0 Ix La wN 12 a Q -74 - - - F X F JT (T-("P) I i KIGI�T E-LEVATIa�(AGS-)-LNI T R1 T � TIoN �4f�) a IT ( 2 ) �f d RCOF VENT' l -- i2 - _ -- _ .____-____._ __.� _. _._ I.I . - __ .��__._ _..__ . _�__ -: ___- ----- ------�.------ _ _ . .. . . __- __ --�•---��_- � _ _-- ---- _�.__ -_.-_.. --_ f � � Ix ca - Ld IF I • REVISIONS K�� ELEVATION ,.�� U�1T L. KEAF, ELEVATIO�I A� UNITIt �n , _ 0 � t it CL O i co N z2 Y cn 3 u w m a w o z a - �F L I NE �`(Gt-I� ❑ u ❑ 1/z I 4 To FOLLOW � ISI-rc 1 - - q_ — --- z w� S ydp. < w R/ TRI M DRAWING NO, I I•--IUF�I Z• l^I f� 51 DI N C� C��/5 �v x� QST 9/5 2 x4• vC ooP TRIM AJC t* o Ixt�RS � W i t.IG?:1 ,6 A-3A q-x8 BEAM F-FONT ELEVAT10N AGI LNITTRELLIS N40rE *. ,ALL eLa\/A71ok15 - FI�oNT EL_EVATIO�J AIS UNIT C o �/ 7C J 1 1 Ste. L.E °fq" I •a" F 1 AF 27021 AGL AL rr} i -- NNN r m UWWON Lu 22 i —20 F U4N NQ °Ca[3 w- 110 ❑U. NU � w R IGHT ELEVATIOI�l (AGL) UNIT RIGHT ELEVATION (,iLL) UQT W z gj LL> aU o0 W c3 N (n aQ _ N m4 W 0 11 N w (n EL ZZP rJ Y • - I .. � k i �Jj� r LEFT ELEVATION (AGL) UNIT (AL ) � _ LEFT T E�EV,o,T I O N UNIT fi .ren v r etr .F' 1 �fw'd Ow i I I I W Lij rn co __ _ �_-__� _ _. _____ - r� ❑ REAR ELEVATION ( AGL��_NIT„ co REAR ELEVATION (AL) UNIT REVISIONS NQTE : ALL PLEVATIONS - 'n 00 o a 1 co Iz o • GAL %4 = I '-O'� 00 I p z ca 2 Y • 5EE SH EST A-3A FOR FURTHER m a w w DETAIL, ----- -- - -- ----__- o Q z Q "7 ❑ U ❑ 1 _ 0 J _ _- - i - - - ---- - - �--� 0 > LU LL UJ / � -- - - - — _ — _ Q W J ..� DRAWING No. �F�oNT EL�VATIo � ASL UNIT FF�ONT ELEVATION (AL) UNI A-4A 6 OF 1 1 i AF 27021 eOOF 544IN4-LEs OVER 2"GLE,&C MIU , F09 VEN`r 15t PELT M-11P y2" PLYw'D 6C7/, PROVIDE ILae.2ULA.-r10W 5AA.FFLE, Y`rP TH RU - CSU T Eti141 IJEEI��D WOOD 2X 4024"o.c.- -- _Cra2 R , pQ l P S I LES OVEC 15#FEL_ IZ TRU5�E50 2,+" O.G, , \Z`X GIl e T Q Pf7 E- E uGr, W C), �F H � TLA.W 7 �--2 x z X �DQ `r I M I?zVr �NINC--LES TQU��S �' ��N O.G. }�LIRRIGAN� 4.4LV, MTL• CCPArz - -__ 3/811 G �DAr� PL\( WI7. W/ VEN75 GLI P'S C EA, -r;ZU� _W0CV 61P11 6t, OR SYuccd (�E E LEQ .E YYP. SEGZ'. FOP- y2" PLYWOOD GDC OIZ - 1�1. CQ�.ID17101J IIJ�UL.LS`r101.1 VA, APPROVI=P ALT0 C2NATE BLC7�/N F I [~,Et�.C�L_�SS I--- FA Grd.LV. NITL. D{ZIP ---- IIJ5LJL4.7"101•.1 � I�- l9 "~ - - � --.. -�rrlNupus �LASHIF-ICS UWW � cu 1/2'1 �Y P. bD„ I I'x 2'' P. T. — _— I I, � WZZ jt7 /� �,-�rP. moo, �.►� 2"x4• '' e-EDWZ TRIM (sF-E ELE.V.), �2 w SPRA.YEC7 GL.Cr, 2'j��" GEDa,R. FQ,SGI��r~ Z" q" GE.p�►Q `rf lM / SPQAYED CEIL.106r M arG•H �OT(DM =Q N Q . 2X4 CEDAIZ -TRIM UJWD � N 1 ._ I u -----_ __----- I, ____ _ Qao �M g - GOA N ER E5Eiii&P SYo P /8 PI N E-. Pl v'P W/ /2 G•YP. b G,-b•L.V. M�TL. � Pa�151oN Jol►JTS, ❑IaoNDN - 211 11 WooD gY u D°� I�'' 0.G. _ --_ D 4 o a.G . X G �`�EE A L V . Fdlz LOG,a�lON D 12EYL1RW Gr\YF' E5D rO VERTICAL. APPLICATION oNL�(.) N • WW U- wI N pow wooD 51 D I I•,IC� - - MOTE W z o f _ o II 11 �� \ (�lTE R�IoF� WALLS To P�E - SH�7H I t`14 � -- LL o I X8 OIC I x � PINE wood STUC75 � 2L�� OC, I N QN LL L.JD. 51DI►J4 APPLIED /, I�PRE4� jA,`rED 5HP_A-rH1WC.-, W 00 �jQOKME ALUM. +IOR7. SLGLr, 1 --- -- 51M• M41Z LE SILL -}O�.Z. OR DI,a.401JaL (5E.E ELE.�'�a�� �j%2" �I?�I2GrLA,56 E! aAlf 2 �HEE`r5 - %211 pLYW'D @ EAGH N fOY W " 5XF(26ED OR. INSLILQ.�r101•l , - I I oo PAGE Or G4tZWPe. Q �v W1+-! Al P 5r.-I�E EIJS �� a ALTEP-WATFE I : NU m �� IISTLIGCO - N eHERMO P ' 8C�� Wo GH 1 F I U 15I� r2O U 4 H E-T _ /2 G• D � 1 lao`� ; � � v�.�bR �a.RR I E R ��M�N`r PL.A.�a`I•E. Q (SE� �LE�/ �) �• W N 4PPLIFD OW C�aLV WI V-E " K- L.A-r'H " USE I LAYER 1 � FEL.-r OvEiZ a Q I.15 Lam.. IOIJ ``r++ERMo-PLY' OtZ E/CR;� D PLYW'D. OR STUCCO ON "K- Lf�THEII �UL.L I U 5HF_A--rH NCr OR K - LAYH �� AT 5-rucC0 APPLICA-rlow - -- /aLTE ►ZHAT� 2 • 2'' X41' P.Y. 54L E F� Wl-----•-- OMIr SHCATH1N& USE I11X 4" FIW, FLO012. (5EE FI W ISH SGHED) - -- LE-r- ► N 5 AT HLL. . Co�ZNtw IZS USE " 1<- LATH " AT ALL. 1 �If•1. �L�. - KI1.1. �L� . --- STUCCO APPLICATIONS, �r SEE �T�uGT. _ a � ST�u�TURaL. P���� _ �- - }.. X-- �- -� -x- - x— P. 6V0_4 P_ ' L ,-- —x � SL.A� OU�IIJCf GO►JDI"rIOIJ� - !� ill - Y Gr�ADE - - - ' 1 _, i �.�_. i, _ FACE 5H4LL fir✓ � _ I � � VAP R�IER G MIL Ill _ I D OL /J�� LA CGp I! I cOMP4C.TED F IL.L �IIII '�!' t• ' r . ~1 11. E5--•D12.1,57 oP-ri10Q Imo_- • J• + ..rl.il�I r' -. �.ry III �, 7IT C�r I o N h1 N DO V�1 7Y R I Gam, L. SECTION 2 TN(P I C:A L S E C T I a N o •5 15CALE' !k �. 11-C), V� -2"X ,4" 5TUP � d WALL —WOOL? STUD WALL � ' 2'x 41' R.S. " 11 K- L^THE 11 GYP• 817, _.. _ �j� a � U- IN50LAT•ION TKJM. STUCG0 J WAC Pt S94 W < & 13A5E FL . TI LF_ -� w n�V/ rrw� �•p `"J " IRI P MOULD _ _ u W 5TOPC0ELF_TE IF PLa RE'FB M7L. p T CONG.� II STUGGO IS GOUT C j EARTH, FIRFPLAcE(rtYR, W c ROUC�H`5,TUCCO UNL__ O GKADE Q o ALU. MTL, "K LATH" KSTUGGO ON GALV MTL II "LATH 11 EXP. JOINT SIDING, I D ° N G REVISIONS L" 44" TRIM CO LO to 0 1 co m G E 51 DRIP 1 P M 0 L✓ F' I R E PL�AC E E. �. E U^T I d N � � a N WOOD TO 5 T U CCO WOOD TO 5 T U CCO x A N O N z z Y `� GOR lel E R� WALL J O I N _I_I CERT OR HORIZ) @ PLATE SCALE y41 = (' U W FIREI�LAGE - 3 ° 11 o u a v - C�NT��•CT�� I 45 GENERAL NOTES: CJ — All work shall conform to the Cit of Jacksonville Building Code Finish Carpentry shall comply with the American Lumber standards. Interior O �OI �'O and high standards of workmanship. trim shall be white pine or better. Exterior siding shall be rough sawn J b 3/4" channel rustic. Install all exterior wood and finishes with hot dip s PRS F�8 1./ITL_, FIRS) IA `4 INSTALL �co�DINC� T �.NUF � . � Site and Foundation: galvanized nails. All interior doors to be hollow type. 1�E�oMM . LAL- �oES 6y \(0 �-A O��, Z ��� See structural plans Thermal and Moisture Protection D l , �� � '— W Concrete Concrete_Mason_ryUnits and Metal_s_: Exterior Walls shall have full fiberglass insulation. Ceilings to have a "� C)�� �-� R-19 blown fiberglass except where batty required to achieve 2" air space W See structural plans (typical conventional frame area) . Roof to be fiberglass shingles, 15 O, 06 year roof warranty. ` - carpentry: 6: d-. Rough Carpentry shall be wood that complies with American Lumber standards. Dimension lumber timber and boards can be #2 Southern pine. Felt ' 15# asphalt impregnated Fry or equal or rosin sized sheating paper where indicated. All 6"- `SES FLDOfL PLAN FCDiZ nails, screws, bolts and hurricane clips are to be hot dip galvanized. Ply- HEARTH CONFIC-4IJRA,T10DRAWING NO. wood roof sheathing shall be Y' INT--DFPA (I) C-D exterior jiue, or wafer -board All wood bearing on or against concrete, masonry, steel and floor joist shall A-5 be pressure .treated lumber. All outside studs will be at least 2" x 4" @16" O.C. Inside walls shall be 2" x 4" @ 24" o.c. All I f" AC E PL-, AN ALTERNATE 1 1 0F1 1- roof joists at roof edge to be secured with hurricane clips 24". 200 cSirti/ f( �S "