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Fairway Villas 2119 AF 27021 BLJII�DING LOCATION To E3E F-IEL.D DETEIZM INFD EY NOTE; r� ` THE CEN E12AL CdNTRAGTOR. THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION, BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF E3 EE T'�C I•C F�EQ LJ I R E M C NTS o FR-�NT * R EAr2. — I M I N I MUM UNIT TYPES ONLY , FOR PRECISE GEOMETRY, WATER, SEWER SI & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & TH I MS, �10E - �'-o' MINIMUM W N[ ) LESS -r�-+AN n, INC. , CONSULTING AND DESIGN ENGINEERS , TOT4 L_ OF ICJ' F3ETW EEN AN`( TVJO 40J . LOTS PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY , (n cnto LOT NUM�sErz ��� DN 34 53UNIT TYPE DE5IGNATION UWW �N I (eeE DESGZ12'rI0N O�ELOW ) _ZF -coa � s — — — — — — -- - — — - - aELW 1 Sao w� - _I - - - --I - r, �I -- - -- i F_ — --7 , I - - �- -- - -I r- _- - - _- -_ , - -- - I - F- - ----i [---- - -1 1 -I —i _ F_ �l 7 _-- -1 F Ia 48 I 47 I i III 45 III 44 '! I 43 I I 42 I ! I 401 ( 4O I I I I 37 I I 36 I I 35 - (AGR) I 3'L 1El I I E30] I I 629,)11 j 28 I [�� I I 2� I 25 I r24 I I �� I '22 112 I i I ! 1191 I -�� I r 5] on � � r� r� BR � � � I � , � I � , I I � �- � I � � 11-71I of III jl lil I I I I I � I I I I 1 1 I I 1 1 I I I I I I cizII I I I I I � I 11 ; L L IJ �(� i/ IL o , _ I_ a-I Q _� l __©_ a Q_ .l� -Q--I l-- - - - a _ a_ �Q _I L Q 11_ _J I -®_ - ®-1 L_a�J l- aJ J Il_ � L- ®-1 L _Q J �0� L _ _ _ - - - _ R I _J _ 1 J o o I L _ - --�, �- L o N V o w _ ----- - _-_ ---__. - ElcolD D io' �dl I (n 0 �� r TI if �iI rca u r I -� -r —I , -I i -,i ,, ,I - II _ - I - r - - - = "' DQ / I Li I („�I ~� I 1iIIe� 1�1 52 53 I 54 I 55 III I 57 I 58 I I 59 I (02 (3 1 �4 I I I 2 3 4 S G7rr 11 11I r> _l CI Il�a �A i r� M_J E9 I [� EI 112 , � �� I K. I �- d f � � l �� E L� CJ - --� I I � I —� 11El ❑ W 0 0 � i �. � I L I !I L i i � � I I (Oil I o � o o , o I ► o , o II , o . Io ,� o o , o 0 0 0 I o 0 0 0 0 0 o Io a � , I o o W � �— ► _� , .. - _ _�� _ -- I� � - -�I �- - �I I tl _ I . l l �I _ I _� . - I' I - - III Ll�. I - _ r_!- _ 1 L __ — I� � , � I as I 23 sF'oG�s 3�1-0" �59� I �a-- -- ---- — - ,� — -135- -– - 3a 750 _ - �— _ _ - SEE T,,6LE 5ELOW �OtZ TI•-IF UNITS E3(Cr -i ERS IGN � �Ii�N s�1�-� Fox �E�icE To ENo o� �T f FCNC� DETAIL. W/ 12 m S_ucco p1EI2s } THAT r"'1AY E3E PLAG�D ON T�IE5E LOTS O UNIT TYPL-5 AL , ACL E5L , -f, ��L- �- �f Or,►L_Y BY S T o�E� �l- Co. � s - MAY BE i�L.AGED o� T��s� Lo-T SITE PLAN ® Ag-? ONLY 141 AZ A40.2_ ONLY 0 UNIT TYPE"5 Alz, AGR , bl:2 G-� �- ,c�- , � ��- :_ UI.1L-Y - MA`( EtE pLACFD ON TI-IL-5E DOTS, 19 AI' c�_ E31�Z ONLY 4,,L ACL ONLY 23 AL. 6e- E5L ONLY (] ASL ONLY g4] AWL E31Z ONLY AL ONLY SCALE - I" =GO' ARCHITECTS DEVELOPER : W PEREZ SUAREZ ASSOCIATES, INC. STOKES & COMPANY GNERS, BUILDERS & LAND DEVELOPERS -ARCHIT PLANNERS D E S I ECTS Y � p a w Q 1> DEVISED MASTED PERMIT SET � �_ w § SHEET SHEET SHEET °` z fit' NO. TITLE: NO. TITLE: NO. TITLE Q v AS--1 SITE PLAN co w 0cb t� S-1 FOUNDATION PLAN 0 S-2 C-UNIT FOUNDATION PLAN f _ A-1A A-UNIT RIGHT (AR)(AGR) A-1B B--UNIT RIGHT (BR)(BGR) A- 1 C 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-313 B-UNIT ELEVATIONS RIGHT (BR)(BGR) A-3C C-UNIT ELEVATIONS RIGHT (CR) (CGR) 0 a co A-4A A-UNIT ELEVATIONS LEFT (AL)(AGL) A--41B B--UNIT ELEVATIONS LEFT (BL)(BGL) A-4C C-UNIT ELEVATIONS LEFT (CL) (CGL) C9 cc I A--5 SECTIONS & DETAILS p 2 co 2 Y m 4 w o Q r a ❑ u ❑ Z J W F_ Cn ORAWING NO. AS- 1 1 OF1 1 1 ,. 1" AF 24972 11 1• 11 I I I '1 f�;4�,'4ti�••4 37 -... - d S Ltx T -- q I I 1 A � I 11 1' 11 , r I II t „ 1 /� �� n I II 1 n i x 12'.Iv a- 4-p _i I� to q 2 4-0' I I - 8 4-o q~2 ' s� I I Z1, 2 la ;,•, I o ' "r0u� 'L�e w FT. xd t w/ /2 A.5. ----- - _ - - - - -- --- --- -- -- - �.. PUT f- 4 +�.. ,01 a _ - o -- - _I I r j. r As�tt=e +� w f !� _ i I r� I r W j I I �' P k a � � � I _ -- -- i VAPOR FAR.R!ER � Mf-auT p- NNN r'm FI Lt~. U LU W22 �� I I ' 14 ! ; cv ! O'� E STOP, UJW a 11 III III N � I , I II I I 11 � 11 .1 Y ano 0 14- ! I _ . . 14 8 --- !.!'g_. I 14 ( I — -- I I �� . -- ' ' 14 ,� � r. I<a CCA)C. h Tom►. wLL / 2 � 4 �r�T. [� 10 N V w W2 u,J WALL. w �/ AINJ �'ol I I P r ( EEPErI17 SLAE Q J2 `�N I a -Ni 4 Tula wA�.1 `'T W X70 PLIXra✓Lir L (n - _ SftE FLC�U PLAN N 1� 7 7 8 I I I ) Q co Y / 1 I I ©00 U I , ( � � � I I � 11 ' � � � _d ' � l .� a :• ., I N V �"� -} W 0 #4 cOUT cn VAPOR �ARRIEUNI{z �, Z I 4 o I _� I I I Q 1 1 4 q I o -- 1 �, I ; 1 ri4 � , - 2Iaz0 I ----- -- 'LZ•�I . .. ..-� --•_-._-_.�1�1(- I OI,O 11 °Il' i -------- ' I I I I ^! �1 QN I A 1•�I ! i - - t r � E `� T 1 O N E3 - LJ N I T P I GHT ( BP' �I 3.1 � B - UNIT LEF=T ( EL) _�.._... _ I_._ _..... __._.... - - - - _--- ----- - ------ tel•' �4 4 (p I tl WALL DEEPENED C7 T E 4LL PLANS -. ..._ _. - - --.. , ..._.__.....,._,... -- G HT � _- SCG1L� IIS , .o _�-�_ lwl N 17 CA�AAC�E L-E�T (E:_DGL-7,_) IO O S r 101 •Q1 4101�' r lQI-C { �4 �� ' IOI _01 IN 1it 1 4 0 - _ I ' _ ! 1 n ! I d I I u 1 H 1 1 It u , L IDIOSIO _ 18 x )E" �A;C THICKEAJ SLAB `N/ Z -A4 EACH _�� ._ _.. �t 1 - 1 - - -- - �I I . . - WAY -- - - s � f �— ► ; , � ; ECT 10 N : 11 I, o,, i I � , � /� • j I I I II , ' 4 co�'C. �=LLQ.B w/ W`NM 1 I ! 1 NI I 41 i i I I I i I II N I I d �I I 1 I I 1 , 1 -(� 8 IG 11 P� ID CJ _ I I � 8 10i1 - Ic l 1 1oj1CO a l r — I ' f C`1 f r -r I _ _ __.—•.. -- -- I I I 4.{ .r" 1' _1 I i- _ _ ._ _. - 4•. L `/ E `/ I I O N 4 o i11 i - � - • � ( i 1 INSEFZT I x(v t^1NIEN a oC / - r} I b _� ;. I I r - ! 1 �, i � ' I _� �LJRING TO FoFZ 1' ! CC�NG f i�IGf. J 14 a ► �' I W AT �1 11 1 C}' I I I I I �' e� 'A w P I O 3 L.A e � ! i 1. I 3 I � • _ _ LU co I , II I 4; I 4' „ I , I p. ; I I I I VAPOR BAIZR►ER_J �L Q �o y 24 p Coo I I �_ N. - I ¢• - _ { o _ j . - ----- _.___._ _ � t •I � s I Co 241.011 � i i I r � o � a� � D I �D 1I O M I j i �✓ I i CCUMPAGTED FILL n ►: REVISIONS flit.]n m t I 1 ' - , 1 m _ - -- - _, - - �;; L�N 1 T L.�E �"T- A "� ,A- UNIT P I C�I"---I T- (\ �R - _ /f *J1) - 1 Nail ,y l.._ y i' L VI ;� 3 G AR`s { g'`x 16 G01JC. tCa 0 ao 1 I 4 Co' I .1 CT Y t'.) `Flit 2X14 CO to r 0 Z a N 4 (v - r 281 olI r1>�• I21. 11L I 121011_- i ti GENERAL NOTES : - LJ T AR E (,IAGRM z 3 Y `° _A _. .-. �..� _ � .__�� _ R-I �• !---� �' ) A • L�1 N I T C,QF�AG E �.E "T" (P/-A\Gg � �• G T I � 1 m a W � � 3/4 - I� 0 a Z a I. Conc:ret.e for all foundation work shall attain a minimum 28 day compressive { atre.r�gEh of 2.500 PSI. ' ON 'AKk, • � '.-��ie:l.nfaroing :;steel shall be grade 60 deformed bars and shall be lapped a mini- (o C� CCL. ."_ I 'murk of 30 bar diameters or 2' - 0", whichever is greater, at splices. Mini I� 1 e O mum Concrete COVer: / ,, �M �aL,,n Bottom & sides----------_...._.»_To e Top at slabs---------------2's r 3 Welded wire fabric (WWM) shall be ASTM specification A- 185-73 and shall be 5. Positive. drainage preventing saturation of footing bearing soils from stand ; - V '-. .�.__ _ ❑1 �^ lapped 6" minimum at ends and sides and wire tied at 18" centers. ing water shall be affected by sloping finish grade away frown building on a v, slope of 1 :10 for. A distance of 5 feet. I Z. 4 fax thwork t "� 1 :.. EE a.. j 4 I I '1 HAY S. , Contractor shall verify ,pill foundation dimensions with architectural plans. y 1 / f cod - -. Strip ell, top soil, remove all foreign material and earth cotdta#Hing . 0 J 'crt•ganic.material from buil4ing Brea and out to 3 feet outside the 7. Concreto• 'B-Lock and. Morta LL: a. limits of the building. '4 4 : ., ]�lacr �l to the requirements of ASTM specifications Canc�re.t� black shall 'conform e EC r cw90 3/40 r 1 o M • �' minimum of 6" clean sand dill beneath slabs. d U SECTION rL - ll:. rthwork below foo inge. and: slabs shgll be �oI.Wpacted to 9.5X of Mortar: to,bei` Portland.a went •or. a uivale t a0d r�hall Ganfarin to ASTM " I >ktl ��naxiintnrt-density. 0150-47'., Sand: shall confb>�tn tp A5'fM 0144-4G aggregate, for masonry,mortar,. T ► o �1 -fl,,,mater .l shall .e plc ea...in inch ,la sirs. ;� `• � � Y , and fiompacted �• ` - •` .•.�. �,� �� I _ O ` DRAWING IVC. c . 5ai1 1P iso i be6ra p�;�agge irrg with addiLianal.:layers. 4.11 —03 'lrlie canteActor shad: have,s�TP rlxea covered bl ►`.04 floor slab treated with, ' a` 1% ch1grdane 461utfa6 a•t•'•the rate of one guil.lon. pet ten square Beet. Along .the: {iters. and 1n t0 the toundat,lan wall shall bu tre"tad'itit the rateV CF 1 1, ry of two gaflana .per live 3:1neatr feat. 2111 tlYw V(* (q i AF 27021 ---- -------- - _ - - --- __— ----- -- q. cow6, Pip q_ :dry L� � CDIJG• Fro 0 I � �_---t c01-1G. PAD GUf�, Pr�D- I � o I I .\:r. 121-ou I Ir =71� i � I II II I I 5 II I � I I I I NNN W 1 1 I I ! I I I I Www pN i I 11 I I _ I ► ► I X22 o I I I I I l o I —20 I i I I I I 1 I N I I I =aN Na I I 1 1 ; �aW wo I) I I a � -0 13 �..--r - W - - - - 12 -4 - - -- - - - -- - - - --- - 1 I _ - — �_ - , _ —� — N " w I I - I I oc LL, � � I� I i � 4" I a -12 LL!— [Frr-- 1 wo a.- r — � I I _ �YI I N _ _ Iu --— - -. I I Q OD L1L__-- — - - I I _ I II i q I u ,.�. �I-gll �I-oil I r g I a - r- I - - - � � � I I 2-� I��� o, i 1 � I�� � � � I � I I N � cor-�• wA�l� I I - '�?� �� I I GvNG. ►�1.K I � � �D I I I¢ �I�p,x 1 I . j W 0 (n I I WN r_ _ -- 13 -4 12 d I2 — L 121-411 4 V' 7� 4.11 A t_t✓ �T�I SHOW J o�-1 nom• - _ UQT e� I CCS J C f UQT �gAet u� I ���� Cc � u N I T ���c� �� GCS - --- F" u I I I I I p I I f • :1 i F - u. N W� W \ �1Y k a W Ix a 0 REVISIONS CL U co m o 00 N Z N Y m Q w H o I Q o U 0 Z 0 F- Q z Z Z 0j V u_ CL DRAWING NO. S-2 OF r 2<<�j Fairc,vrj V i(lCJ5 AF 24972 1 ,. ice.. '• V. r +... _ .°%�• `:do`s ,a - .i IA- 1 Z I Q II tt 511 �3c - d F 10 r ix Ix 0 M/T q/H Ir-eP�i S 4 pJ' t 3 8 4I - z' 13 0 ORMEEm XX 5, 5L.GL.DR. __ _ _ '.' y I I (p I U i . MP O W CC;"C* SLAB t. _._ I /; 0 _ I �; I IJTER1ocz a r � I FI REPt,11�E �5EE A-5) - - - - - I � I w " ALLF PITCH I N O w -2.2x 12' ! ! - (n ►- I , W 00 _ t� � rn N 12 I --- --- - , U) 4 I , a Y I � ' III I n i I►�! Q -- .2SI 4'' X314" V 2'. I 3 3° 2 ,4 i 4.0 I •(a 0L� l if11 -i I ( D 4 4 I I I � { ' w tn A( VT COUNTER � 42 A' V I LOH WALL s 2p I ,� � lJ� yTY�I� 7 � �/Et�IPY ALL DIMEW51OWS1-o r .77P/IAE7TEI� STH it fll i _� n ' /�. (�r� TRUSe �PAM111G P�. AN (eR) -j 7 . c _N _ TPLJE35 FRAMING FTN _-j 1 11 I a I G DAFT w GA � ( E3GR) a �40 _ rlr H UCER OI 3_5 Cv CAOLU N Ar-Ic•- w- / V 40 I� - a 2� u-h - ��\ LW. [?YPIGAL PAGE IL 4 �/ 5 SW3. �l1} ..?....., RSH E3EC� X7I�1#� AIL EN-rpy �0 I I Q M �y I _ ---- --- 121- _ _ --�"� s 4�0„ E�cT. OL- �T"H 0-2 ( _ -� d'�Cowc sLA5 --_ r I rel E P-I©�E n X S C CeE.E L-EVS-) TP-ELLI�.�- ---- - �— . . 5 I 1�/S , O _ E Etc P JT. � �q.C�f� � •I > �I 1� E3 - UNI F=LOOR PLAN ( BR) �-� -��. �a W � fit~ Li f•l I l- °Q SALE !/ 11 I i n E �� E— , R/5 L p.G.CE TRE U5- ,[ N REVISION f , r-aT C� 55 S-. �, 4"COWC:. tzlti/Ednk�Y ��O I�I___,Q► N ( BR) ROOF= PLAN ' y I T � ( BGR) SCALE p fig"_ I �" �Lt~ Wig° I .��� �:_ yp', �p LIVING I CO2la . �. ' � I I`il ' I I �C H ESU LE e - UN I T o 11 s a. c=,A,c 2 rvq s. F. o u o LIC-rU; �PFIT t TCR . I DELIGHTING f 1 �Q I� S.F. - PIX1-URE --- ! L-IGNT FIXT. _ ��T FIX17 y l - 2 2xI2° OPCCE r-=�R �5E I^J L� CEI L.I t•40 REMARK' -{� - _. 1 -- - - _ r� Lf�/ING cG2F'ET v�1G�D C .w. B. C-Q.W.B. _ -- PAItITED sPt�*YED GEI LING �-IT Vl�t�ES I MI PPO - `-: b _ OPE N F't.�Tt� LAmI. � DINING I II n t''i/cr I i I I N pP'E N C.l1h4TEFZ-- CQI 1 t,I TER. W IDE :G;`I: �K �`31�-►K IiI I 'T i GLoS. � SINK ` �I ►moo RE I m �• PM _ - - .v __ -,9 i •Y f�t nEc� { '-., --4 5 PI.A3 H E. F I Z. KNEE r�� Q � � i � �_ • N FJIT �1` Cv.W. Ems. r 4 TOE sp ICI T�NEN 'VIM-(L E-". F"r. ' a 4 . M. STH M� E3 . M�z .-Polo-ru cz C a- TH Z E LE K r r. „ B�,T•I--�I FSO O ice! STT" I H /,A 1 O �•I � 5. �, T � cCAF�P�T F'AIrJ•TEI� I ClRAVt/IIV� = LI' •p EF1Tt� fell, 1 " AF 27021 PA`C I O � _ H�� 0 S.o I UWW —N QRM._ �I WZ2 ;� U „p »�. I CC CL w Ix LIVING FYIIli Ip LL v w w W Z °� ' I RIDGE, LL? PROV IDE BOX J h SECURE FOR FUTURE. FAN Q N 02 W C7 N . 00 v DIM 1 N rn� wo �WALL OUTLET @ 15 AFF ; � 'Nn T IL GF.I, RANGE 1)15P -( -- — _ - `N/HOO @; P.C. W.� - D/ - _ K IT PNLBD. a. PN L BD: -BG R EF --- i �: „•.: I V. N GARAGE. + i BDRM,# ?- pg R ! I. AT CON-(R4C"fORS - F OF'T!t7N PROVIDE r OUTLET FOR FUTURE GARAGE DOOR OPENER - BATH ; - - - W •r W ay '-,.�11.�:.';•, 'w 1. • REVISIONS U. ' CY a i0 00"; N lo z 3 u w ❑ u ❑ 1 t DRAWING No- --- 1 AF 27021 BGR BR �v00P S 10 1 N TO FOLLOW fZODF PITCH _r - �• v� _ - — — l _ -—_ 0- - _ c6K1_F1W. FLA5WNCry C? 2X4 , 5, 4x 8 Woop 13EAM UJW 13 cEoA rz � P � Ix IL W t Fx AI�I,),o JO1NT(T�( P) �� >I� f _ ❑LL N W13 W _ LL ! r2 UO31rZ) C0NC , � SYUCCS -1'? °o � W Um LEFT ELEVA-rIo � o3G_ RjuwI-r LEFT EILEVATIoNI � Sr Uria co u NU °m 1 w0 z I UI .. - i G i . I I l i � Ips l — - EZ.5. \,Y/00 �1� l NG � IGNT � L_ EVA _r1o � _ � F3GI� uK� IT WIGH-r ELEVATION � B �U �� I � o VENTS 00 _ uj r 00 - , i ' O P C v — + -- -- REVISIONS r f' _ -- L. - -- -------- 0 - O m I cocc O a0 N __ O RA r� ELEVATION C� i U � i T 1� E A R E L-_E_V A -�T 10 � � U � i 7 z 3 � W m a w �. M I Q I 1 1 5 10 1 N C, �1. �. � �c �- 1+c/ Wobt� T�E !tS - TO FOLLOW 120oF PiTGH Af� ��/^J�� f. ) �y /� X13!? \/I F�.i I O N .D TT OVt=rHE;�� -t PE GA`�AGE Uoo; IZ. 6, M 17000AH t5A. )r� G ��oo r_> P05 T M LU Ix i L .-- - _. _ ( .._ -------....._ ..... .� _.:_ DRAWING NO. �IoT� : ALL. ELEVATIDNy 5 — 6CALE . I/ 'I — I � of A-3B F O WT E L_ E V A-r 10 Q ( R G I� U N I T F A Q ��( T E L� E \/)4-710 t\ 1 r� U N I _F g of 1 1 (�,l(q �i i VW�j VM ci s yp4'r �4 AF 27021 BGL BL . ........ ( - ``__�-�- y-1- - -�_ - � � -�_ - - � _ �� - - �-- -___ �-�_ �• -— -- - �` _rte _ -�� -�_ -� ~ MSI Y/V/ �W - _: __- _ _�_. _. -- - -- --- --- -- . -. r.--- • . � WWW �N ( I UJW wa ixa0 Lu- 0 0 LL LU J 5 RIGHT ELEVATIOIJ1 BL LIMIT QN o0 TNT ELEVAT ION ( BGL) LJ N 17 O w Nn � Q mu NU m� WO Lo W (n IL -- -_ , Vic• 'a 101 F L_� F-T ELEVATION ( L NIT L_�F-T ELEVATION ( BL) UNIT A V) 43z ne — _ - — - - -_ -: �=� W ffQ _ LO - Q F I -- i --- -- - REVISIONS o oC a I - ; � OC -7 N REAR ELEVAnoOI (PSL) UNIT z REAR ELEVATION ( BGL) UNIT z aw W 0 ¢ I Q 13 0 u 0 NO-FE' AL � ELEVATIONS - SCALE' I/, �' CD n 5FE SHEET A-35 FdR FLURTHER Z .�..I - � DF7AIL5 O a Z Q. LU LL LU m m W J top - - DRAWING N O. A-4B, r FRONT ELEVATION LBL) UNIT of - � FRONT' ELEVATION UNIT 1 � 1 1, AFr 2 7021 2"GLEa12 MIu , vEN'T 000F �-IIN�ES OVER 'P - �OR 5LOCKING 1 FELT M4P YZ F I..Yw�D 6M�( PQOVI DE. II��UL.A-TIOU PX•FFLE TY P. `g4RU - OUY PRE - EN41IJE�R�D �100D 2x4(@24"0.c. _ -�.aLly Mme.. PV_IP j ._ IAF SHIIJCa•L.ES OVER 15�FEL`r' 12 TCZU55E5@ 24,N O,G, \2W �II P.T. • ,qtr SNI L� PV- E uC,r. WIr� N 4 �— (SES IAF' 1�121�MI u4. P4ati15) \--2 x I X tpaZ YRI M `fQU��� � 24o,c. }4URRIGANE 4A•l.••Y, MTL• CEQAR 31$" CEDAIz PL\( WD. W/ VENT5 15�E YYP 6r6T. FOIA C,- L_ P'S C EQ, YRU55 V2 PLYWUDD COX OIZ Ofd 5`rUGGD �gEE E LEV,) �A I,cL CDIJD17lOf~I IIJ�uLAYIOP•ll VA, APPROVED ALTE2NATE BLOWN FIf3EC�6LAS5 L141Q.LV. M-rL. WI P __ - 1�J5L1LbwTI DI�1 V- l9 - - --- . ., -_..--z: rrlWUOUs P=L45-IIHGv _ P. `l: ' U W W pp1- 1 _ ' WZz I''x 2' ' 13(11 II ( H �� GEDA� Tf�.1 h�'1 S�E FLE.\/.)5 I z L� w/ SPRQ.YEcD GLCr, CEDa.l2. 1=,45G1� SPr�iYED CEILIIJ4 211 416apAIz -r�IM 2�� p 2 x 4 C E D A fZ TRIM M a.`rG+I . V J W 13Q Gr N E � •p s-ra P ',/8" PINE-- PL.YW 1D W/ %2G-YP, �D __ . ��.L.�. M7 L. ��CPaI�Slo�l JOI I~IT�, Q a 13 j Q � 8 ❑�IAMDND �R�N VENTS � `. „ „ II --�-____________ SEE E LSV . f=off Lp N- � �J -3 olo I2 E YU Q 4 '-YF P. �� rp 4 'o o.G . 2 X q. WOOD 5`(U D°� (� I Lv 0.G, l.�►�10 D IL LL WI Npow WOOD SIDI1.1Cr - DTE VEQTICAL APPL►CATION ONL`(,) N V WW ° ` II trEIRIOP� WALLS -rO E5E D J W Z .� d Iux8" OR, 1 �xo" PINS sHE�,YH I(•lir _ LL J w000 eTUD� G241 as �7 + LJD. SIDI►�r �.PPLIED %2" iN1Pf2E!-Na`rED SHEA-rwu:C,, Q N 00 p�PON�E ALUM. -HO2Z. SLS, SIM. M4r2.�LE SILL 710W-Z. OR DI,A40W4•L (5EE ELrW'�) �j%2" FI��f2CtLA�S PEAT( 2 �HEEYS -Y,2j PLYW'D @ EACH � W ON 4�/II�..Ir�D1hl� w/++ALP EEI�.l� W/405xW'5EDj oR IN�uL&-rION., P - 1 I oo IMAGE 01` ea;ZW rz. � Q mY 1 41 SMD • Y' T� �J01�1T\ N V Q1 -- - 12 &.YP. E3D, 2 �G�IS`TGH 1 FI UI�H r2,QL 4 H b m5rFR �P a6 P� 5. 5 G. J W O • G E M�ti.l-'f 17" b-MW (SEE �:LE u'45) u011! : -� W (n MIt~ va�'aR �t�RRIEI� 4PPLIED DN GraLV, WIQE " K- LA llSE I L,�•YEI� I � �EL1' OVER. a Q WGb'p 5I pl1�1Cr `_r0ERMo-PLY' OfZ E P,;"D PLYW'D. OR STUCCO ON "K- LATHE - �LIL II.15U ILtS.TIOIJ •I II EA R,;"[7 gPPLICA�Aoti VJOCJd 6A�� _. _._ —_ Cz ALTEIZNATE 2 Z�� X4' F.-r. SLE ft W1 OMIT SHEATHING USE 1`X 4" y2" dIJGHQf2 POLYS / - FIIJ, FL00V- (5EE FI W 15H HED - ..— LE-r- ► N 5 AT /ALL CoI NEC 5 USE " I<- LATH " AT ALL. ; II F11..1. f�L»�. KIIJ. �Lf� . - i STUCCO APPLIG/�TlotyS. 2 r LF FV R. SE!7 GrrZ.ADE lot.4. - -- _ 1I `_`-;,`= I li __.__ _. I -' »_�t .=•� • Ji (IJ CD NG. SAGE SH4.LL �EVAPOR- 64fZWlER G MIL \/1C_-4?LIEEIJ ' M P D G - F I L_L III►{f� C D OIZ - ,o.CT E D I I _ 1 1! I - 44. IIIIIII I���i�Itll - II $ V , I III OFEC7- 10N " INDQW I -TY F>ICAL_ SECTION 2 _Py� ICA L SECTION G I + i Irl . SII h WAIL WOOD STUD WALL 0 # „ ,� a K-- L ATHGYP. 81�, _ > - 2 x IZ,S, 3�� °` Ws IN51JLAtION _ TRIM, STUCCO Q ` PT zx4 w _j ws ' SASE F�, TILE Q �.. °J " IDR1 P MOULl7 I „I - w 5ToP (orzLE re IF ---PRF_- PAE3 MTL. CONG•� I 51"UCGO IS CONT CTYP)HEARTN� FIRFPLACECVV P ROUGH STuCGO ON �� i , j TO C-�RAL STUCCO ON GALV. MTL. �b GIALV. MTL, K LATH WOOD "K-LATH 11 exp- JOIN-r I ❑ N, SI01NC-1 REVISIONS ?-" K4" TRIM LO 00 o _ , t00 Naa a WOOD To STUCCO woDl To STUCCO ExFAN SIDN �� iPMOUFIREPLACE EL - EV T10�I oz I c (9 CORNER WALL J01 N T (,VERT. OR HORIz) @ PLATE sc-ALE ; y�'� = IW W r FIRErLACE - 3' 0 U 0 CENERAL NaTFS. CONT�ACTC�I� S 45 _ o OF:::)TI�N p All work shall -conform to the City bf Jacksonville Building Cade Finish Car2entty shall comply with the American Lumber standards. Interior / `� ♦^ ♦A and high standards of. workmanship. Crim ihiill be white pine or better. Exterior siding shall be rough sawn , ��! 3/4" chfinnel rustic. Install all exterior wood and finishes kith hot dip �R� ' �� MTL• FIRE�L�G� I NSTQL.L v�coRD I NCS Site and Foundation: galvanised nails, All interior doors to be. hollow type. � 777) K/i N U F.12ECn=;1I.iIN1 . * L�AL. ��ES �6'� �� �'�'rj�,1 2 yc� O Q See structural plans Thermal and Moisture Pr6tection � � Lou Goncxete, Q._,Concrete Masonry Units and Metals: _ Sxtexior� Walls shall have full', insulation. Ceilings to have a � �. � R-19 blown fiberglass except where batty required to achieve 2" air space 3, W See structural plans (typical conventional frame area . Roof to be fiberglass shingles, 15 p,, year roof, warranty. � 06 Carpentry: Rough C&re ntrX shall be wood that complies with American Lumber standards. Dimension lumbertimber and boaids can be 112 Southern pine. Felti15'# asphalt Impregnated Fry or equal or rosin sized sheating paper where indicated. All 6 SEE FLOOK PLAN FOO nails, screws, bolts and hurricane clips are to be hot dip galvanized. Ply- HEARTH GDNFICaIJRATIC)N ORAwING NO. wood roof sheathing shall be Y' TNT-DFPA (I) C-D exterior ` u ,- or.we er _bga►xd. 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 2" x 4" @ 24" o.c. All _ �7 l�p /� _ [� �� of roof ,joists at roof edge to be secured with hurricane clips 24", F I t\ � I L AC f- �, A N LT (�_ I 1 SGAL,E I I,- a„