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Fairway Villas 2101 AF 27021 E3LJIL_-DING LC. CATIOIJ To 5E TLD DF-TEP-MINFo a%-( NOTE: pO y, rS THE C EN EPAL. THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION, E5CT"5,eN-C1'C P;REQL11 QI-MCN_FS BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF, ONIT TYPES ONLY, FOR PRECISE GEOMETRY, WATER, SEDR ��I•r-r ��Al2 - 151 MINIMUM & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & THIMS, M I NI M UM w/ No KESS 7H,I ►N A INC CONSULTING AND DESIGN ENGINEERS ToT,o�, of lo' F3F_-rW EEN ANY Talo Al ;),J " L DT5 ' PERMITS ON SUCH PORTION OF' WORK TO BE HANDLED SEPARATELY. LOT NUMF�.IZ �a ix 0N 34 33 UNIT TYpF_ DESGNATION W22. p� (5e� D�SGI�,IP'f"IoN I� LoI�I ) tzt7 75. ao U) VJW -13 q Q _ EL 1� - _ -- - -� r - -- I- - r- - , -- -I ,1-- - _I - r ) I _ - --I r - __l --- -I r T 1 1 __ T F -1 F / / Q p j El � I I I_� � � I I I � � I � � I L2:4]� 23 I -- ~ I �" - - I 19 18 / / p E45] I I 44 I I 43 I 42 I 14 I I I I I , I i t 37 I I ® I I 35 �,, I BR (AGR) 1 I I 31 I I 29 I z>3 I 27 I I 2� 1 25 I I I I 22 I I 2-J I � 1 l I I i/ J ❑ I ❑ I I I I I I I� I I © I © I I I I L I I � ' � l O l ® I ® li R I R R ► I ® I a I ® R o ® ® aJ Q ISI © © I J �` , • N Ww �- � � � ��_a �d_� � � _ - �I �L_ � L_ - � � , � aI �QI1� _101 o _� L _ � � _ � .� � � � � � L__ � L_ � I _ � � © I a W � O Q _ N Z 0 ---- _ ---- - ---- N J LL l -120 � W p CO r°n .- - - _ - -- �' _ _ -- __. / a 00 Ej I, -I ( � )- r T 1 1 I ,o N V ul / �I i mil , I I ' � II I 'I 12 I I 13 I 15 � � L m / 52 / X53 I I 54 1 1 5 I I I I 5-1 I' I �_J I r� l I I �2 I �3 I I �4 I I I ; ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 14 ❑ o- W00 ' ; f� � ® s G a ; ► � 101 , 1 , I, II I ' I ❑ � � � ' � � IRI� IR ' ' RIIQ ► iR �II � I '; ► '� � I ,i � � iL � ILI � � I � I I � ; ® ! ia l ® �! ® ►� � o �� � a . � o � lal R � 1o11 © I ., o ► © IIS , a N � � la I. lo , , o Ila o , WN -- —J - �- I ___ --I - _�T,--- �- 1�1 - _ I -- _� IL --j l ---L -----A_ - --1 I - - l _ 1 1- t a i rq 9,n_c3Lm_ 2 3 51pGE 5 @ 33-cam I _= .7 50 I--- -- -- .. JLTo END o� �To END � �L -3F- � LOIS-J 1✓012. THF• L1N 75 8�' ►CRs 51 GN 6� �PWsl-I�I,�•fox �E�lce SF_E TA5I_ I w/ 1 FENG� DETAIL THAT MAY 5E PLAG�D ON TI-1­ LO-rS o C_ , ��- OW L. UNIT �T'YP�S AL , A��, �L. , ��-, ' MA'( e�e r-LAGED ol-I LOTS . SITE PLAN AR ONLY 41 ARZ A&r2_ ONLY O UNIT TYPE5 AIZ, 6, , aj Z/ �11fL�,CCcrk� cvI jL-Y MAY PLACa oN TN li-:5E LOT5. 19 4, _ F_%Z oNL.Y [4]2 AL ACYL ONLY 23 A.L. E5L ONLY A.L. ONLY A 4 A,12- BW_ ONLY AL ONLY 5GALE. ' 1" =Go' P.F i r I DEVELOPER ; fl ARCHITECTS_ - TES INC. STOKES & COMPANY PEREZ SUAREZ ASSOCIA , ,,ARCHIT.ECTS PLANNERS DESIGNERS BUILDERS & LAND DEVELOPERS � W i- Y w fl Qcz Q [> REVISED MASTER PERMIT SET.. W � SHEET SHEET SHEET 'Z z NO. TITLE: NO. .TITLE. NO. TITLE w a v 1 AS-1 SITE PLAN w Do S-1 FOUNDATION PLAN a o S-2 C-UNIT -FOUNDATION- PLAN A-1A A-UNIT RIGHT (AR)(AGR) A-113 B-UNIT RIGHT (BR)(BGR) A-IG 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-38 B-UNIT ELEVATIONS RIGHT (BR)(BGR) A-3C C-UNIT ELEVATIONS RIGHT (CR) (CGR) o 0010 A-4A A-UNIT ELEVATIONS LEFT (AL)(AGL) A-413 B-UNIT ELEVATIONS LEFT (BL)(BGL) A-4C C-UNIT ELEVATIONS LEFT (CL) (CGL) � ac -� N - _ I A--S SECTIONS & DETAILS Z 2 cO Y (0 Q w F o ¢ z Q ❑ u o Z r• J W F_ rO R AWING NOA. AS - 1 1 OF1 1 I D¢•v AF 24972 '`pL yaJ¢i p¢rp. 1 II I t1 -- 37 1, If _... _. -- - - -'---- -- - 20 .0 __.._. , ' .._.� .. - - -- - — -- __ _.- - -- - . _. . ,� 2 K d ST U tom`—`-- 1 II �p •f� - ---_ --- _._ _ _.._ I II 1 11 1 u ; n I 1 I I! I a ,I I , _ � •Q to � _ 10 -- q-2 �I I I 8 -� q-2 - - — - - 'I2- _----,r { I I 9 - 2 _ IZ "��1C . sLA� �!� PT ?x� tiV� %2 A•I . W/ WJT to WW.M :�, WASH�K _ _ t ► e. r r II ��� ..: - .. I I '� _ i I FT 1 I I I IIS _._ . . I I � I � I I f � :d � I I I i I I I I 'OM F AG7 Et7 __` Al- +" N N� Ir 1 LL. ix 11 'r WW _N w22 QM I I 1ti •��„ ��nn I I u i = _ ; QTc U !W wr v1 �.Y a I n III. II I4i �n eN IC CC)AIC , FTrr• W� 2 -4 4- G00-1 � 13 ISI I, I — ---- -- ... -- - - - _ — I _I, T 10 N ,= W w -- U ['� J } I ii l I LLJ W L L. 1 Ic A J� I I I , 4 w I G�EEPETJE� SLAE Q Z : 4;a I I . � `I It- 6 1 , II' � j ,, II .B � -- N DD N ! j _, 4° wrc} S(ul_7 w'ALLT. � W (9N 4 I I 1 �, I 'N 3 aNj Zz 1 (WriEu- Af PLICAE' E 1" Qom; 5 EE FLOUR, PLAN Y - - -. �' 13 t fJ rA I ! ' --_ --_ _..... VAPOR PlARRI E,z�� A t�1, LAP-2Lp" Y. Y, 2I 8 All I 22 ��II"ol�. Ail ,, *— ---- ,� E G T I � N -- I I D I-- I T E3L...1 N I T i.^. ��r1-" ( B 1 _) , Kt i4 E Ll N I -T ( ) 3. 1I if 4 ' 112. •'I f 12 c• 25 WALL DEEPENED 26 8 _ wLAB AL..L. P L,&yS I, „ Com I I---I `Tr (BGF�� L� - I�N I _FG A��E lLE I=T (FG—F GABA I ,� N 1 n I u _ _ T I d c� S Ll I d .0 41 d'* r l o -o r r 4 I G' ��` I __ -- 410 _ q�'•�,' �" , 4'.�" i I I n [1U iO ,� 1 1 - 1O. = I I '.0 lax 1PoA G.'TWIGILEAJ ' c U t i n.. 1 Ip •o „ .I � 1 �I � - �I I LAS W/ Z #I�• EACH Y _ • a -, IWAY � EGT ION I I i 4 I A —1r �RL1,,l . AlI& � I N 8 10�� 8. ,4�o I I to ���+ i f . `� LI__ y m 1 1 I - --_ , • , � I �' ! I I { -� ------ - -r F ' -- rL- , ' I _ `�' � I co - � �_ __ ._ ' : , - ' , m _ v� � r I 5 EGTIGN - ' " IN5�1�T I 'X(�" Wf-IEN � cal•>G. t3r�1cK a 1 + I I I ! _ �iL1RiNG Ta F�IZM SGE J 1 ilpr ' �.y_21a" �' 1 I I i. — I �/ ASL 10 PATI w ( I ' I , I I ; N I a iI I I I I I � i N 1 1 " I � I I ' I I I � 0 -- '� -•-- O 5 LAP � ' { I I �,•, I I r, , I � , R � m + � I I � i N I 4 I L: I I x �. _ -__ -- . ..._ _. _- .. e, •�.�_ v'�. In i p I I y — I 1 II I 1 ,I .- 4 014001 0 t _ COMPACTED FILL A � -- � 0 i1 ---•—_- I � S I � � r fi � I - REVISIONS I _ M - I — _ ,� -� �,� l . ,� i-' ISI 17 �� CLEAR pOD A.- U N IT RIGH �T - , _ �'T� AL "' - -- CT'I'F'.) w/ 2 4 cO U t• co z o. N 2gl o,l � :•. �_.�. IZIoN—.�.� . I 1 121•�, .. t _ 2�1•�II - _ _ r p � co r. 2 Y 1 f t5ECTI0N m a W GENERAL NOTES : A - U N I T GARAGE P I G H� AGS J - ---- -- - -_ - ... _____ =- —� rL� • UNIT GAP. G E LF_F"T_' AG L � - o 0 �,. Concrete fi>r all. Foundation work shall attain a minimum 28 day compressive y �• ,- trx�gth of 2500 PSI. I �i M F aOhl 1A�.1Gl IUR. .: , tein$o ci.>t►g.steel shall be grade 60 deformed bars and shall be lapped a mini- Z )mum 0f .30 bar diameters or 2' - 0", whichever is greater, at splices. Mini- 1 Q �� I 14"GONG . St�B '.> mum II;9acrete cover: r t� 4' I r trJWM Bottom & sides-------------3" Top at slabs-------------- 2'll Mspecification A-185-73 and shall be 5• Positive drainage prgventing saturation of footing blearing. sails from sta.nd.!- r^^ .. 3 +gelded wire fabric (4rWM) shall be Asx �► an i e t ed at 1$" center. ing water shall be effected by sloping finish grade away from buildtns on a � ' � . ��` at ends and sides d w r i - _ - EA a• ed ;6 minimum. slaps. of 1 :10 for a 'distance of S feet. � _ EE- - I i 8P wr -- - , + -� j q° Io„ q'1 ICY ` [[ atthw9rk; 6. Contractor shall verify all foundation dimensions with architectural plana. � � O Strip all,. tap, soil, remove all foreign material and earth containing LL organic material from building area and out to 3 feet .outside the 7. Conerete-'Block and Mortal* 4 q 1 .11mits of the building. T T Concrete block shall conform to the requirements of ASTM specificatidas �C I ( ! �+ P q a minimum of b” clean sand fill beneath slabs. C-90• _ F : 1prc m 3/4" I 'pM 1 . �EGTION t l - a a k below footin sand slabs shall be tom acCcd to �5X of Mortar to be. Portland cemen.t or equivalent and shall conforR,to ASTM rr I �! W g,.rthw t.t�g p [ mortar. . / DRAWING NO. v AP k below C��5�-k7. -.Sand shall conform M ASTM d44 G r aggregate f6r fittaonry (n material shall be placed. in $ inch layers and compacted . Soil Nitlo iiS . 1 O s s r before proapeding with additiorial layers. '� .,.. the canteactor shall have 411 area covered by the floor slab treated with ' 1 a 1% chlordane Volution at the rate of an© gallon per ton square peat. .. Along the pit•rs and ins lde the foundation wall shall be treated ut the rate+ � OF ' of two gallons per five .Lineal feat. � k S AF 27021 4' -r Q 4 cc�rJG. � 4- E rICIO PAOI coW, PAC;) ICa l- 2'1 I 121- 11 I �1IO11 ICo'_2u — I 12.011 ( �'- 1011CV I_ 11 I I u II �'- lo.►I I 12'-ou Imo'- 211 FIF1I II � � I I I I I I I I I I N NS Hca I II 1 I i t i l I I I I I � I) I I I I I uww oa �W22 _ � r- - I I I 3: Will N I I I I I I 13 LLa W V V 1 (112 Md 7bSII o I I I 8 I I I I I a I I o g I I a o z ,4' r ° III I I I �- - I u1 ,N o a [Ili-oil - . r- � �� 1� w 0 ILcpl-U. WA�-►� I I I �� I I' G-oNG. ,�.K-`t I I # �� �; I�- �I�.o I I L I i a w En 1 II 12 -� L 2, j1 2,41 � in r d 1 1 I 11 - - _ - 3 -O ( 10'-c:) �} S,-0 11 Ip' pll T 1 12' �11 12'-ou I�1_q_II ill- 4i1 12 -01' 121_oil r � AL-1, � �I L� G - urs I LEFT CC L �MGwN �� p�� G- �� � -� ��,�� L.�� G� � - UQT F I e�1 (C[2,) C - LIJ IT �gAe _�6 -iT _ rrrg�TJJJWT111++pllp11+I i 'NI I� I I I 0 u N ED,�-F I p Q L-A u N 17- G T 0 Ix A' d .i i Q W Ix W a 0 REVISIONS Lo co 0 co o co N Z 2 cm Y m Q w H 0 a z Q 0 U 0 Z 0 .... Z Z Z 1 0 j U LL o_ ORAWING NO. S-2 i OF _ T . _ . __ _ _ ... •.r- _ - - _ .__. - . d [yt• 1'r 'AR 24972 tare•;! • 2612 @IU Iq 12,E , n II.2u ® ® I rh iz • IO d * I 4 _.... l N. S. - ___ _F10it I ` M/AT O I Z 0 h/IAs-rF I 26, I�y I S 4 I I �3�DRM. 42Ujw •o __ . I =�N / 24P - 1 COMP. ON � I- L� { �%' �a 4 C[�N G- SLAB 8 -- - I tJTE1210R I 0 �nl FI�� LacE �. .. _ R �- -• 13� : ' �S E E A•5� � � { w / -off ►� I � i N � w I o eLtQ ,�ff PITG ,,,,H I ► :� I z _ •� � I I �TLoI� � � --�• � -2•zx12 I �� ' � Ir 2 W h N . 4 _- _ -_ _15 a v o n I U I n I �� n I - N m WO 2' 11 i,� 4• � 1 c�1•z3 cSl 2-0'' ' ; � 4 om i 20 � '2vnININ� �W Q �4z I o TAUS TYPES JI. - S CFTIT / FF1T Tv VEI7•It"Y ALL DIMEN510WS 10 LAWE21 � r Kt�rx , I o �+ a \ >'-, I T �l �F�A M Irl F�L.,A N (BR) __ I �; •.� 7 � I --rye i--IAI...� 1 Z W KIT. • ( T PLJ�G PRA�1 I N PL-.A f�1 II a I u GA PZ-\G E E3G R) R 3 5 &.5 �� M N �R�KE�'i" W/ a 20 iv. [TYF�IG C-�At�AG V 4o v f .. • ,RSH Of I r .. `' 20 ENTRY ` *c •, ,. � c(lI cwt' virr��.j _� � M/T' �. 0 i t I _- d a" Vo { I I SNoH11R S(11 b EXT WAL - �O H.ST �. I __ -r" 0.2Col is SLAB _ � I r�1�E_- 11 tt - 1p �C�c1 R �3Pr1. a t _ .. I (SEE LEV.) v• 2�1 a �1-D 6 I� ca.C• _ I I _- - 8x`7 o/H �R Ix -, . " L� Nl i T I:L OCA L.�. ! 31 U M N - RAF R/ �� C)•G.GF)� TRE L-U� 3 REV191DN8 a 4.61 I Co ,� ►SAT I �.�. X11 COWL . CIZVEWAY �� I�!_.-•.,�, N ( � � RCO� fes.N (eC � o y M r' fit." ' .�-+Al. � v �/�,1_ I •OSCALE _ �ju IiC)ll xr.4 I yr t/, - �. I ' L.IVIt•.lC� I,�'�!0 5. �. - - m . 4 w 2 4 5. �. � N �--� �-I E EDU L�.E B UN i T" o o � ,;• L fv Tpvw5LUG EN T LIGHT c�C- JPF IT IAL_C�E LIC P1XruP-E-- I-IGNT FIXT. Q STc�F� . I S.F. � - 'Xp ° SPGC'E F--LCx7R Ern >E L ALL5 CE.I LI 14(3 REMARK a -_ rl + = LIVING car pET t�1G�C� W E3 w GEl LING NT VL f24F_5 -• - =m . sl���r� ,gym LAM. E�z R-- DIIJ INGI ( { �F'EN Ct�IJFJTEI CcXlhlTH Ho 160" W►DE dp , . ,R eD I 5t K { C2AN Er-. _ K 4 5PlA5H ,� � T. ..------•----- r�7 �►• �G7O. F•IC]La�R I ""«'�' _ a' � ( 1 .^ TZ 3= ._. - yJ 1� ITSs,• •', .1 .P ' ; ',, �[7t / \ u' f i/ v4AL L._ f f - _ K I TCI Ehy VIM-(L Etwnn. I�f. t= �•`.* I 4' roe SP. tl M. e7ATE-�-I M I - =mo l er u CZE k �T�--i C C M L. `�/, �' I``�! I� I H E N �.._.. \laT I ] I`,.l CAC-�PF-T DRAil1lINC NQ.' { T PAI LITED r `,LE p I/q "� I •�' 411 -1 Em -2,,/ VINYL. •✓ �Wa-Y I II AF 27021 y�4 rah.9� �4ti�d O PATIO ' STAR. I PC. G�OMP' G.Fl, 1 Ix a 1 � Uww CU DRM. I` � oN WZZ NZ� F U J W w I Erap w� LIVING T,v I 0 CC J D u, Nus w 1 RIDGE--�, _ '� _L _ 0 lPROV IDa BOx ; I I w LL I SECURE FOR FUTURE F4N j J _ I Q N p0 a COY (au NU 0m4 i - WALL OUTLET @ 15 AFFW O `i W U) ��� a a BAT N.# 1 Q Fj ' RANG _ DISp� I l `N/HOODI '� I - -- - - - - -�--= - • L4� `=µ I I JAIC�) `. KIT - -� PNLBfol/8, PN L B0. -BGREFsp - GARAGE �' � • • -� � 9 BDRM,# Z L _ t ,Qt CON"TRQO,'IOF'S •. i R 1 OPTION PROvIDE ' OUTLET FOR FUTURE ! I L ` GARAGE DOOR OPENER BATH #2 - _ _o w . W _ z u ❑ o REVISIONS C'4 0 O O � I � O W N 2 2 Y m Q W o It i Q a u o LL W zim F-- p�� c) I �J MMem w rOAWING NC Ar- 2 .B 8 0F•l 1 AF 2702 V .+x►- „rM \ c•ry I ,• �-•-•- t�, 5. \x/r). FASCIA BGR BR ,air • " R, -4, 2 x z /— woo p S I O I N G To f~oL.LOW r1ooF PITCH a ¢5 tae s¢t'•r luw Lu 2 2 k _.--r lir � �..- -.� �_ •'_-_`� .�-_. - 4 2x4 9,5, 4x8 1000 aEAM _ C5DAR ? L1_IW �xPAN 510r•i �JoINT(T�(P) d0 ui� f ' • - , ' � �. 5, �x 6 �/ooD POST . . . • � 2x4 CEDAR � - -- �D �TUr-C0 131 -__._.___ __-_- . _ _. _ _._ ___ �_ __._____ _ .� ____ __-- - - N L1 0 ._ . I w LL.. rZU1313Et7 GONC , oR STUCCO 7o GRAVE a � J 0 � w D LEFT E L E VA-r I Q B G u w IT L_ E F T E L E V AT I O NJ 2>j2,) u N cn �- c ' � a NO to 0 �� wv wN -- -- - —R. 5, z X 4 -- ---,- _ -- -- IZ,5. W005) S 1 f7 I NG R V A l � ( aGq ) UNIT VAIG �t" � l_ � T' Otil o � � �� UNIT+ ( Z) - - D VENTS Al 1 6NIH6LE5 w OPEN REVISIONS _ - _l Lo CQ ;µ O 1 CO �. � FMZ PELEVATION (CS G 1.2, UN I "T' ( A >� L � VAT' ION o V� .� UNIT z - Z Y U W o a i a 11 ❑ u ❑ goaFF LINE BEYoN P 2 k 6 FA5 IA �, 5. 2x4 �/nofl R S, 2x 4 -• `� . V10012 TgELLi!5 \ _ - -"o FOLLOW ? o PITCH AROUND wPlvS, 6TYP) k (2 TQ I"•�x ---14- ..-. o ABOZE'V1ATIoN - - R 5. 4x S R, 5, IzoU6H 5AvelN \K/OOP SEAM OVF- ZHEAD -TYPE GARAGE POOR � Ho L =_ TIia NT A L 5 IDE �' �_� '..JMIU;'"�,, (� 5 CP • . 2 x 4 I? • ---.__--_.W - ------ - �, �a. ro X (v __ i ,� — ----- - _. --=_ _� ' _ VV6CV F10-4T 5T UCC o .. ORAWING NON r(nu) 2LU 2w t40Te , ALL ELEVATION5 SCALL~ F r� o WT E LE VA--r 10 W G r u H IT F �Z 0 Wr t-:7 L E \/)AT 10 N U N ► T g OF j //as AF 27021 °yyg BGL BL t Lo 0r - - UWW N i wZZ []M t2 IQ NQ CCao Wo CC 0 pLL RIGHT ELEVATION BCL LN17 RIGHT ELEVATION ( BL) LINIT aN 1zC °0 � W �N cn a �Y NU m� w0 ix La WN TIO L. E �T ELEVATION ( E6L) UNIT LEFT EL_EVA N ( BL) uNIT w,. I I I a W 1 - I ----a ! -T W � I i •I � � • -- -------- - � i 'fir---' I I � - . ---�F�f-- -- - - ~, I� --�� � 0 n j REVISIONS C9. LD co 0 o� -� REAR ELEVATION ( 5GL) uNIT REAR ELEVATION (F3L UNIT ". R _ . z z Y m Q w F NOTE - ALL- ELEVAT101 5 - a u o SCALE', i/411 _ 1 ' _0'' — SEE SHEET A- -35 FOS, FLJKTHEP-, �. � . 0 0 LU LL �1 — J W m. _ DRAWING ND. A-4BI, FRONT ELEVATION ( BGL) UNIT FRONT ELEVATION ( BL) uNIT' -- � 1 .0 DF,1 1, , ........... _ ... . _. W AF 27021 1�4ivF SNI ES OVE � 2 GLENZ MIQ , F=OR VE:W`r R 51-ocKING 154r F=ELT AlllD y2" PLYw'D 6171( 4 PeOVI DE II��ULATIOU 5►.PFLE, 4 TY F. -44Ru - our 2X 4 24-"o,c G�aLv M `t'r-. DRI P PRE - EN41 IJEERED WDDD @ _ ,� T. pRE-DUCT-• W17 RGXF 5HILI(frL.ES OVEV 15�FELT 12• YRU55E5@ 24'' D,G, � �2M1 If X G �� A� I2 2x2 GYI �t I I t�1Ct LAS a 4 �— (6E � �I21�M 1�1c�. PLyd,I.I�) D I M Y�Un�S 2q• O.G. i4UW 2IGANE - �dL-Y, Mrd-• CEPArZ 3�g'' GEDArZ PLYwP. W/ vF.wTs GLIF"S CEA, `rIZLI� ___WOOd 511uC74R 5T'IUCGD (AEE ELEV.) �E YYP 5EG7. Fpf? y2" PLYWaoD GD1� O� �' �A I,A. CQIJD1710fJ IIJ�LILAYIOW V.A. APPrZOVED ALTE2NATE 13Ll�\vN FISE-RC�LAS5 - - I/2" EYP, gyp. �rQLV. MTL• Dt21 P -- -- I1.15uL M OQ V 19 _ Hai ;, -�7NLIous FL..ASHING 0 1x 2" P. T. UWW WZZ 0� r / EZ4.Y E LCT-. 2� IZ. FttSG I / \ ►� , _ 2 �q- e-EPAQ ` ;FIM - 2 ?� �- 6F-Owe TRIM (5�E ELEV•) ZL7 SP�.YED GEILIIJ4 MA`rG+I P4TI'oM L�r20uIJp WIIJC•�W�, D • 2x 4 CEDAR T'f�IM � U_aW -0 ti g - -- GOA Eft �E�.d sraP �/8" PINE. pLYW'D W/ _-- �2" 41YP• b17 _� ------ Cca0 W -- GrQ.L.Y• M-rL,, F_ <PA US IC1W �OIIJ75, u DIAM�1DRE>✓N VENTS �J a 12EYU�N 4-Y F7. �o ro 4 o c - 21'X4" WooD �YUD� @ Imo'' o,G, -___��_� (SEE EL�v . �v� LDG�-TIdN- LL u_ I OW [WOOD ! VEQTICAL APPLICATION oNL`(.) �� W til D 51 D 11.1 Ca- - - PO"T-9 : W 11.�'EIzIOF waLLs -ra �E N2 j 1 x 8 DR I x PINE r rH I I�14 W zN 5101 l4r APPLIEDWOOD �YuD5 � 2q- O.c. L51401% 115 %2" 1�1 PQM-�aYED sNEAY�+1f`J[� a In 0 z p�P0�•1�E ALUM• +107. SLGZ'{-. 1 _ _ -}o�.Z. oR DIa4oNaL_ CSCE ELF-V,' �j%2'I FI�ERCrL,4 PbA7( Z SHEETS -%2u pLYW'D @ EACH W (30 51M. Mo.IZ �LE Sll_L N ++ALr- aG96155 1 , _ W�l.. e}11�,beD� OR IIJSIJLn, IC71J - I i - (n � (qY 17/�3I' S`r LaGC� -.�.� ~Y ' � ao �AG� O� GOIZ�J E12• Q �U ALYEIZQATE 1 . 01 1 2 �c r2a.�TGH 1 F I IJ 5 H Igo LIGr V15-TER I-rHEKMo . FLY' (T� JO NT) N U m � H � �P A5 P� �. 8.G. W0 GEM tilt' P L45`�E cz (6EE. 5 LE V. -5) wall! : to MIT~ �/A�aR �aRRIEP� WAD APPLIED ON GrdLU, WIRE " K- LATH '' 1.15E I L YEP- Imo# BELT oVER. WIn ��I�� --- BULL II..ISLJIL.d�IOIJ ' V, - LATH aQ OR STUCCO 01y "K- LATHE " 5HE.A.-r4i K1Cr ofd 1� K -- LATH �� - ``r�+EI�Mo-PLY' ERCP d pLYW'D. AT 5'rucCo APPLICATIOKI — �IOCJC7 F3A5E - - -- -- - ALTEIZNATE 2 2'1X4 F.T. SLE Ft W/— OMIT- _6HLATHING � U6e I"X 4" y2" AU6H6N- POLYS / - FIN, F1002 (5EE LET- I H 5 AT ALL CORM* ISS U5E " 1<- LATH " AT ALL �:,..-�:� ..gin___:-• _ LkGY. � � --4 ..� �. _n— .�E 5`T-�UG - - --- ----�--_ - �- - S TU C C o A P P L I c A T I o N 5, Tu�aL. PLa�� x- ri- -X- G•�ADE til; = I _ , - 52;?L foo�t'I►JCr GdI,1DITlou� _ '' il► _- GrR.A.DE 5HaL _ -� �-�'�" VaPO�z �i4RRIEIZ 4. MIL YISQlJEE1•J C0HPAcYF_D r ILL_ O FST I o tJ -. �. • - � - .I i .�I�� i, , i _- _�I, T"II,IF` '; I - "' �'�IIII!I�� �IIII�►d,, - 'I� . �SECTIoN @ wiNDOVJ , �rYPiC4, L_ � ECTIoN � I , L SECTION N � 3 -•- Ido -5 SC.ALe 5, �.o 411= I " .r' 1�I •d ,5 w I -2 X ,4 1 STUD T.— WALL WALL WOOp STUD WAIL T_ [� V W C�Yf' t317. -- Y 7 2"x q" R,S, �� a II ----- Q 0.. 3� IC- LATHE w _ INSt.JLATION TRIM. STUCCO Q (Y TILE -� W J DRIP MOULD _ l - CONG.� r A STOP (DELETa IF- TILE HEARTHS PRE-FAE MTI. a � STUCCO Is GOVT �TYP, �IFZFPI.AcE(„rt`(P, ROUC H- 5 TUCCO ON G>�ALV. MTL, "K LATH" � STUCGU ON �e, j TO C-�tZAL7E WOOD --GALV. MTL. cD sIC71NC-, IIK-LATH '1 EXP. JOINT Q op ❑ p rN 2. x4'1 TRIM REVISIONS co LO co WOOD To 5TUGCo W001D TO STUCCO EXPAN51 oN DR1 o FIREPLACE co N ., ., P M.,,._.� R �PL_.AC E I� E V,°�T I bN -� G o R N WALL _ n D 2 co J 01 N T (VEPT OR HORIZ) S PLATE SCALE : y4' W I�o" z 3 U W FIfZEI-LACE 0 U ❑ Q �1 3 ❑ C ENEtAL Nuns: I ; __. CONTRL!s,CT�:)R S �5 All work shall conform to the City bf Jacksonville Building Code Finish Car ent shall comply with the American Lumber standards. Interior p "� >P =x p � and high standards of workmanship, trim shall be white pine or better. Exterior siding shall be rough sawn O ♦� ' 3/4" channel rustic. Install all exterior wood and finishes with hot dip 1 Ft2E P7^5 I/1TL_ FIFz�PLAG� �/, Site and Foundation: galvanized nails. All interior doors to be hollow type. Tb Iv4,NUF-. Z See structural plans �-FRF�C , IM - L�AL COPES F6y \� �`�`J�, 2 ��� Thermal and Moisture Protection o a Concrete, Concrete Masonry Units and Metals: Exterior Walls shall have full fiberglass insulation. Ceilings to have a W See structural plans ' R--19 blown fiberglass except where battle required to achieve 2" air space 0 (typical conventional frame area) . Roof to be fiberglass shingles, 15 �, W Car entr : year roof warranty. Yod 6' Rou&_ CArpentry shall be wood that complies with American Lumber standards. os Dimension lumber timber and boards can be Ill Southern pane. Felt ! 15N asphalt impregnated Fry or equal or 0 rosin sized sheating paper where indicated. All nails, screws, bolts and hurricane clips are to be hot dip galvanized. Ply- SE1= FIAOR PLAN FOP, roof sheathing shall be Y' INT-DFPA (I) C-D exterior glue,- or_wq,fer .board �/ HEArTH CONFIGPLIKATIOW DRAWING NO. All wood bearing on or against concrete, masonry, steel and floor joist shall be pressure .treated lumber. All outside studs will be at least 2" x 4" @16" Al—l5o•c• Inside walls shall be 2" x 4" @ 24" o.c. All ^ /� roof joists at roof edge to be secured with hurricane clips 24". I ' A� PLAN - LTER 1 �� �'1T �, DF1 1 SCALA ► -- - I= -- 1 1 � _ �-/ Ol �Gzr•�Gr/A.cT �l•/lQ5 �