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Fairway Villas 2197 I AF 27021 E3U1L_DING� L.COC,AT'IC)hI To 3E �=IEL.D DF-TEP-MINED E1 NOTE: THE. THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION, BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF S E T ESC I-C R ECS LJ I R E M E N TS o -:-r�:®•�r° UNIT TYPES ONLY , FOR PRECISE GEOMETRY, 1,1ATER, SEWER ' ��v►-�� � RE,6.PZ -- ISI MINIMUM & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & T>•IIMS, M I Ni m um W No Lass THAN n. INC. , CONSULTING AND DESIGN ENGINEERS , TOTAL (::::)F-- 10' I3F-TW EF-N At-4Y TV�IO ADJ . L eDT15 PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY. LOT NUMP�ErZ NNN mato ix ix _0N 34 33 r UNIT TYPr . 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LQT''5 �L UNIT TYPL-5 AL , AGL., F3L0WL-Y MAY � PLAG�D o►`1 `T�-I�Sl� Lo-rs . � , ! , SITE PLAN i Asan ONLY 41 AR. F A&2 ONLY (k) UNIT" TYE5 AI-, M4.Y F,�E PLACE❑ dN TN�5E LOTS. ' 19 AfZ � F3;. ONLY j42 AL �$ ACYL ONLY ' 23 AL 8L 0NLY ® AL ONLY . W M' 24 Alm E3W_ ONLY ® AL ONLY SCALE ; I" =Go' . I . r ARCHITECTS DEVELOPER : PEREZ SUAREZ ASSOCIATES, INC. Y ; STC) KES & COMPANY ARCHITECTS PLANNERS DESIGNERS, BUILDERS & LAND DEVELOPERS - N 4 1> � w � Q � Q DEVISED MASTER PERMIT SET 2 J w § �- SHEET SHEET SHEET Ix UJ NO. TITLE: NO. TITLE: NO, TITLE w QDa � AS-1 SITE PLAN w co S-1 FOUNDATION PLAN a c� S--2 C-UNIT FOUNDATION PLAN - A-1A A-UNIT RIGHT (AR)(AGR) A-113 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) (COR) ELECTRICAL A-3A A-UNIT ELEVATIONS RIGHT (AR)(AGR) A-313B-UNIT ELEVATIONS RIGHT (BR)(BGR) A--3C C-UNIT ELEVATIONS RIGHT (CR) (CGR) 0m A-4A A--UNIT ELEVATIONS LEFT (AL)(AGL) A--4B B--UNIT ELEVATIONS LEFT (BL)(BGL) A--4C C-UNIT ELEVATIONS LEFT (CL) (CGL) co C o CQ N A--5 SECTIONS & DETAILS 0 2 cv 2 Y m a w ❑ Q r Q o u ❑ J W F_ C/) ❑RAWING ND. AS— 1 '�49 fA'-1­v,1vm V ((w 1 oF1 h , Ar: 24972 _ .-- ---'�- - --. .... i'�I• �u ---. .— _.. . . _. - --. .__ .. Gr40''Oil...._ ..--- 3 I ... I e 4M1 •'dP? � 1 I q ' �i 1 n ' I 11 ►I r g n 1 rr 1 u n x a r 11�' , _, o °•,- 12 IG " ' 4-� I 12. 10 °I-2 4•-D't III- ' 4-O2'� r ► �► .---- -- _..-----... ._ ._ ._ _ - -{--_. _ ._. -,� - -- -. _•) . _ . . __ •P,� � 9 �� - r 12• to �, M _ ��"w --• PT ?�. x4 w , / C.. w/ (P 161 WWM If de ` - - t 114 i I I I r I I T j_ - i t••' FILL. , . , 11 L � a W22 LQ " I I ' 14 8 r aO �, 14 — 1__ _. � "O I ! �•_ _ _ - -- �g--- i ----- . _ . . _ -t-- -- 1 II �� - _... I 14 _. �° A1C ..FTS Q �� I I � 141 �r I � - it � �, � I Ca �C w/ 'L � � p�`1` II o � _ II � _ � I � I w _ I mow.• C Nv ow 1 ( J I I I 4 alC�>;EMj PENEI, sLk8 Q (� 4 i 3'� - I ! ! I 4" �. f' r4e-TUL� WALL 71 - - ,7w too 'Q N r wilt r< A�F•�IWa�i oN FL UIQ PLAN) iIII- I _ IN N I I I T ! II r , -_ --- ,• N a,- I - VAPOR �ARRIEZ Z 44 UTrMSLAP- 2-10" ++AA W NI ► » r r r 1 i 1 4 I , I ' 4 a 1 v91 I �� 1410 2.11 g„ 1�-0 I a D" 4'021 3, n I � ' I I - LJ N I T P I G H T ( F R') � U LE-: F=T I T I=T ( BL) ° _ a � N !' 5'8 2 — 25 le WALLEP ALL PLANS E - LJI 1�1 I!- GA RA&E�� PD, I GH -7 (BGF3) �L E yg"- I o E, - 1J N 17 C APZAGE I_._.E F=T (�GL_) i 1• ��•• s e. x — l k 10 lilt L it t I oI ,f-- , a ] _ .- , Q Z. r G ~al +. . ► U _ + 18 x 1 CaA G. THICKElJ A I �� 2 • 1 `� EACH I I WAY. I ECT 10 N 4 CO k.c_ W E�- GIZAPE Nt I 1F4 CO 8 tots A I I 1 l T E I m, r ' ._ r I (- - --- _.—.. __ . �' � ._ ._ ! � r — �• I F 'V I _ .. _ ___._ I � + {� _ - { m i .LE T I O N4(;)L I I I , 4„ - ��, i ! I I -� : ; IN5EP-T i 'x�" h1NEN Cork. B2IcK Q _�y , ► . -- „ •� _ . urIN� To FSM ��c� g p r` 14'o i 1 Q _� _ . I` r II _ - Ii 1 W I I s� � I I - Y, j ' I I . 1. I I PATIO 5LAe) w s}" I I 1 I },. _ ° I I I 't;TN L l 1 1 � � W I f � ► - � i i 4 I I V ER--/ ,� ' I 0 _ I 1 n I I I I 1 I - __ .-.. APO(` BARRI 8 - Q p t I --- 4'p. ul ' Ca'0 24 •� - - �-. 1 I + 4 5 I '� I I .v I I WMPArrtE17 FILL , , ❑ s , ►"r. J I E 5 i I � - LJ 1�1 ! T PIGIH co T ��, - 3, �► �„ 1' �` ,4. LJ N 1�T LES F-1— � /%l..-_ ,� � , ir. -- _.=�. �� � _. � �-� to 00 - _ I 41(0" - p 2� " 33rGLEA ���� �� I; -- t -4'�(v" GTYP) � � tiv 2�4�1J1t',G� � z �. 28 .d 11_.a_ 121 c 1� I _ .r I " co 17.. N GENERAL NOTES : A — LJ N 1_i� G— I �, R I C� I�--1 T� (4\GR) ,0, L_1 N I T CAP.AG E L_.-.E FT (� G L. � � T I C� ISI m Q w 1. 'Concrete for, all' foundation work shall attain a minimum 28 day compressive a 7 0 U 0 >w0. gth:of 2500 PSI, Q9 0'afore,tog„steel shall; be grade 60 deformed bars and shall be lapped a mini- k �IMF�ON Ah1GL��2. . �1> C©L. :mum='of 30 ;bar, diameters or 2 -' Q.rwhichever is greater, at splices. Mini- I � I , uln Cancrte cover: I I I 4, " � SL1SB 0 Bottom & sides-------------3n Top at slabs-•-•-_-•---------_2", e' 5. Positive drainage preventing saturation of footing bearing soils from stand- '�a�ded :wire fahr.ic (WWM) shall. be ASTM specification AYldS-73 and shall be - • la:ped 6►� mi" at ends. and sides And wire tied at l8'' Centexs'. ing water shall be effected. by slpping finish grade away from building an 0 l p of i t fora i f 5 t . s nc slope (� d stA e a fee ;4. �artbwoek - - 1 - . SEE _ - - I I 1 11 4 4, �A . r, 6.: Contractor-shall verify all foundation dimensions with architectural plans. -V� j �p I C '� ' ►C Ip 411., tapfeoil, remove all foreign material. and earth containing s organic m' te>rlal from building4rea and out.Ab 3 feet outside the 7. Conrrettgr'l3lonk and Mo>~tar cLL CL . 4 tig i, t 1r a Che building, � • �f 4 ' Conc�elr,e block shall cbnform to the rdquireFWnts of ASTM specifications: e EC _F 10 lis >� ,1�IGc3 a igAln:iau,m_ 4f 6” clean aand fill beneath,41abs. C-90.'. ato �ECTIONI �r4 = I •o ; 1 eaxt�WOA. bd`low footings, and. Blabs shall pe coiupacted to 952 a£ Mortat to.bq Portland cembnt or equivalent and;phall conform to ASTM _.3..., Q I�f I c ,� e�mt►xi�num a 'ty. C 5 k7. Stand sha21 cdnfar�n tti1161 `ASTM C14'�t 44. aggregate for magohry mortar. I s� �; /OMAWING NO. vi1 .i a � iorl }l shall be la ed in g inch Dors and compacted $• , Soil Plaiabri'in6 R 5 p. b`ey4'r'is',pri�ti.: 'c43tig with additional layers.' , 1 , G sc `the colntractor shoal l have '�11'l' �k�Fea covered by' th'p`,>?lgor slab t,zeaCed.1with S ' l a a Melhiordane ablution at the ate of one ggljo,n poTr; tart square, Net { 9 ` ;; Along t116 jAvrs and Ins the ; oundatlon .wall shall be, ' treated at t4 rata'; ' i OF'i r r of two gttllans .per five ineall feet, 1 . • ��� �Yw� Ur� NS , _ i AF 27021 a�3 -all ---- -- - -- -- ,r i corJG. o I - co f•�, ��o cow, 4 1 ' I I 1 u �'- Io1' Ido'-2" - I 2 OII I �'- Iou 1_ II I ,_ „ i 11 I II l` 11 � - ID I 12 o Ifo 2 2 2 -O E I � � 10 � - _12 O i _ ..ICo -2.- - - . .. _ _ . ._.__ LLI _ I �� -_ -- - _ -- --- --- I I -- - I_ _ ( I I I I uww �N .o I I I I I I I I. I ii I j W22 om =2c� N I I I I N I aN a Uaw W o o Q 2- 0 13 LL _ _ _ - - N d W ui -71� I I - I ► I W ? N� pZ W -T 00 N oil I � � 41 �I #I 2, r- I - f CfJ o I C l= N v m I ��k I I W D I I I I N --� FZr— m l I f __ - I � r LL , �_ t _"– _ i3 -4 i2 d 12� � - 2��II _,21��I i2 YJ 1, I1 12'-0 4i1 _o1l ow o� p � G - I IN (GF�'���� CC �� �-- , �� ��- �I� I � `���� I��� C�I � �J I � I�I �I� , I Q LJ I,J [DA•_F I C) Imo_ 1 _ F:::' L-A Irl -- LJ II Lu .�-..r_ ..=^ _.._�.� .__ _`. _ ._.._.__-_�. ._-...-_-__.`ter_-.. --.-_- -_ .-._���_�_---..-._....-•�----.. _. _.-..�_. �_-• __-'_-W _�._._ ..... .. �-_.�.____ -... _�.__�.._�-.� �- .._ __-_ _.. �-. ...._..._..-..�.�r-�_ �-,.«��_�. .__.. .____ _.. ...�._..-.__ T_- �-�,.--�. �4� M �� � �w �. qq A' �h. Y W H a 0 REVISIONS d- to 00 O co o CID N ❑ z N 2 Y m a w ❑ a z a a u ❑ Z a F-- ' Q Z Z Z D i p J U LL 13. ORAwIIVG NO. S-2 OF �2_ �.i AF 24972 Q¢ ;4.yS ¢OaC� AVV - - r_�•. � H. S. N 1 _ - - W W / I Mir �-� I SI.4 N — � n 13 81 41► zz � ST � . 2�'', �Ic, N I I N ao COW,. ON p- - -- - 1 ILITE(ZIOrL I I - - -- FI REPt LL _ sEE A•5 1�PLL N � ww ! ' ° F—P&F- aF I L {�2�F F'I-T"GH I ii ' W z l �m WALL [�U.N.o.� LL�" > — I I aN -jz 4 - 12 �x t2's I I 0 N 2 I i N coy 411 I ; c01 o u 11 1 It z if s I o p0 o I i •L� a a c� - - I -� f DESS I N L _ 12 0�� I I I -r W N O I 'I ( cUNTE2tl 42" -H- LOW WALL T"RU S S TYPES �---• FF 'f 2a �� 70n, eCF=FIT j j FPIT - FZC2:p F= •0, f KWEE ,,� ' TPUSS ��MING PL A�� (BR) MASTER ESTI--� v i I I r II p I i- 11 L-vw i I �� Li 7 z L I l E!, w ; �I,�L.L o I -r. �C "71 Y - - , TRUSS FRAMING PL-.o�1 4 �' c GA RAG E ( E3G P) r I I II � I V LU N A-I R `..�F-1H R n Wit- a � - -- u- d •- - - , } I - FR H EN`TP`r I�j` - :2B " I SHINGLE �c�F �T-(P� I ENTQ cPr VINYL ` i V �•co tY NI • � ��O H.S ..-' I E�TH--I � 2 _ _-�_— �nCG71JC -.._ __-- - _..__.�_�t--,�- I��E-__ - - -- _ . .._.. .__ ----- --__-_._--_— - ---_r�'��C�E_------------_-•_-------- r I � , 1 4 2 '211 4 y R 5 c EGA►( a SEE. LEVS.) 2wx�w 221 11 ICo o.c- _ •O m a �= ZW ., i f EX P. J.T. � �C��' I / r I l__I N I T L_.00 P Lrw.�. Imo! ( BR) t %4- u_ I I•o4 _ 3 I � /. ' C�•G.C:E T�ZELLIs- � o N Ipl.pu REVISIONS L.-_IV1 _ — P. d . cx2i�/E I�1A`( �o P7 F�L -,A N ( BR) ROOF= PLA N (EGP!) ��=--- � PAT1a �� �. �. \ J tl _ _ co o 6 _r . � UN I -T fel ����►��. ( E3GR) �cAtE p �g"_ I •a SLE : 1'g ° I •o �.:._�,�--� — co 0. N z !4' = I -cam' 2 Y � m a w � � I NIS H � eC I----I E EDU L_ E � - U N 17- ° o u ay I �• � ` �sA � 2fv4 S. �'. RE��E~� IA�ELUL_IGHTING LIC-7HT �FFIT _ �.__ FI)CTUP-E — / t.IGNT FIXT. Q STOF Ido S.F. t�Gt-IT FIX- 5p�� �E y (_L� CE! l..iNG REMAG1[� JI _ . GE► LING NT PAINTED Sp(.2�.YEP FLA! Tl L&0.1M. .j,_ ❑ININCS 1 '► ' 1 i I { N, vPEN couW-r-EKx. , w v r c- I I i I HOOD I" - G.i; _ SINK. I I REF. M. ED, RM �IWK ) ctos. _ - --A' sPWSH • v I2AN I M� P C7. RM 2. GLCv,. N"T'. f I Ll l(OR 11 �/ KNEE , �:. : NLa LL. �V r r , i - - T -1' i'C1T�NEh�! vIN�(L. G.w ��. fin . ,� --�-- � 4°Vo I- sp. G.W E3 . F - M. �,T�l M/� �/�z �Mol s- •u r e ►zE515-r.. 1 2 Q LD�F-�GJ- C1��F'f T• G W 0, I I co rr-)RAWING NO. E34,,-F I P o o M E L�..E\/4�T I o N KIT �- E N E L. E\/,a"T 10 N S SAI ' 1 . LE EHT�� \/IN`rLw I �✓ ,�, I �'�.. � STAR . GONG . .� � °_ ;�,.,. • 7 DF is q , 7 �� a �•� _ ..._ �. _._...__.._ .. .. .._ __.. .__.._. .ti.�__..-�... J". it AF 27021 • 1?tt.ti - PATIO _ -- STOR. / G10MP P,C, j G.F I. _ 1 ---- ( W.P._. I 1 DiEFr LOA BDRM. I �-lxlx oN W22�� h --' a �- U-illqw o a LIVING r,v I Qat j� 1 �o o E II RIDGN V ��, �a0fi - L - 7 0LULU PROVIDE BOX G J c i UE I= LL III SECURE rOR FUTURE , II I I J ,I �'-c' I a N °o 9-0 U) DININ DU WALL OUTLET i5 4,FF I [ I N1U 1 ' T WBAT H.4 I (n . , � aQ r °' G,IF,1, - RANGE D15R ` '-/H005 -- i y I` - C T� v-H — _P. A�G a Dew = L L r I f KIT /I<. PNLE3D. B. i REF 17,L � v � y •t�,�TZY�� L+ �3 GARAGE Ic7 , *o 'A 4 - i 1 VI I T Cow -rRAC70R R r ' x OPTION PROVIDE �; ! OUTLET FOR FU7URE GARAGE DOOR OPENER BAT H Ilr N., :�'C �•x� S �- �fy i � O W J E W , • ❑ d REVISIONS d Cr7 Lo O 00I 0 0 0 a N I zz co 3 u w o a = Q 1 ❑ v ❑ LL uj 0 z C) I J LU DRAWING NO. A-2B gOF 1 • 217 .�:rw� (/�1��s AF 27021 BGR BR .v N F- lxioofl 5101 NO TO F70LLOW rZOOF PITCH aptr - _ - _ _N Ix ix 0 LU LU ww w _ 13 13 Ul 22 CZ7►�l-" IN, FLASKfNG 1?.6. 4X $ 1�iopU 13EAM r3.: [,S, 2x4 - - CEFoAR@ a w� CaIZNERS�T�(P.) �, ;� -�xPA�151ot�► ,�oI�ITCT`(P) � � _� ' � 5, G x G Wool) PoSr Q 2 LL l �0 2X4 CEPAR_ - I ..__ Nu TUC 13 LL ow r�Ua3ED CONIC , Ori -4TUCCv -Tf) GRAVE Q 00 � � t�N LEFT ELEVA-CIoNo3GR-) UN l -r LEFT ELEVATIOKI ( SrZ) UNIT" NQ co u asY NV m� w 12 �N �z � �_ w _— �- a Q 4- i • 5-- x 3- H'. 5. -------- R -R, 5, 2 x 4 - MGH -F LEVAT 100 A - ( 5G [Z ) UNIT RIGH -r El-...-. EVAT 10 � ( � R� UN � T� C, 2-) -4 - O VENTS _ _ ._. _ �oo� 5HI►�GI..-E5 - cf- a - - -_. _ - _ _ — - — __ - —X - - r Z W m 00 OPEN ❑ REVISIONS LO co co cc a.. � N RFEA rZ ELEVATION`� t � R U NIT REAR ELEVAT- ION � � UN IT zz- - �__ _ 3 m w m a W . .— --9voF LINE dEYON P a• 5 2 x C FA-5C IA CD vVG� 61VItyG RW,-cc? R 5. 2x - - - � Z V(/Or TRE �Li To FOLLOW ROOF PITCH AROUND '�n1�W5. C`"� P)�� = - _� 4 � ..... cc I - ..r_....._._ __-�_�•--� - . . r_-�..-...-_.,, _ _lam- _ _-- -- - _ � �, A50rZ VIA � 10M !5 . R 5, 4x 8 _,/ aVt^lZNEAD �`(PE GARAGE I?. 5, - t?OU &H 15AWN W �x/Cx�v t3� A P�+ -__---____ �'_ E Doo - ' N, 5. -1 �t? ! ZoWrAL 6LtDEr' - y� _ f7. 5, 6X 6 "'"'� ��""'m — - _ — UP N ur O 1 " POST' m W 11. `,/ R. 5. 2 x 4 j--=- -- - 6TUCCo - I� - _ uv� Poor gTu c c o DRAWING NIS. I N 62, AMWEW,3B U)U)0 W-re : ALL. I LEVA`T' ION � -- SCALE : I/4�I= IL o" I� � D t ( T` E L E V AT I O N __�. _�s).--u�4.1.i-F g OF: 1 � F' R O N T � L � VAT 10. 11 _�...��G �� U N I � - .-._._ -___.---- ...- . _ a _ — AF 27021 P�p`4 BGL BL . rdrA� i414,Y rl .n - Lc 1— - []WW ON i W22 �� _ Lq LQ_ Cc CL w� a ?o LL N w LU W2 �.� Cc LLJ L. UNIT RIGHT E.LEVATIO�J BL LINIT � � oz RIGHT ELEVATION ( E ) � W E9N Q -Y mu NU a°n � WO IX N — W UI �-- _--- aQ _ / � F ELEVATION ( BL) UNIT LEFT ELEVATIaN ( �L KNIT DEFT P I N ( i z cb t REVISIONS • � � . . .. ._ ...----.. .. _ � � __— i'i 1 _�� .__ ' _ _ _ `_ Ili ... � ____ Lo 00 if i t� -a II 00 cq REAR ELEVATION BSL UNIT F�FAR EI-EVATION (F-'-.)L) UNIT Z 2 Y m 4 w F --- --- --- 0 (1 I Q NOTE ' ALL- ELEVATIO1415 - • SGAL_E- 1/4-11 -- I —Qif SFE SHEAT A-3F3 �F�, �UR,TNEP, _ DF7AILS —� F— �—. m > F— =`� f W W EJ w oRAwiRIG NO. A-4B, FRONT ELEVATION BGG UNIT PROFIT ELEVATION ( BL) UNIT - - 10oF1' 1,. I i AF 27021 : 2"GLEa� M I IJ , �O R V�IJ'T e�F �I-J I IJC.�I.Es OvE R P,LocICING 15" FELT AI J❑ y2" PLYW'D c-XX PeOVI DE 1W4*UL-4T10u �P�LE, TYP -14 RU - dU T PRE - EtiJ41 IJEEF�El7 wDUC7 2X 4@24"o.G- - CraLly M Yt-• D�•I P I x 2 P.Y V_.XF SHIL14•L.ES OVEN 15#FELT 12 TRu � G3 5E52,41, neG, > \�Mx �I���pAl2 rpt-IIf�JCfi.t KE -g WiG-. W117 ,{ 41 (SES �P' PIZ&MI Q,!:, PL W'S) \-2 ,K 2 „ }4UIWW1C,&WE - 4ALV, MTL• CEDAR — _ 3�5 CSDAR PLS( /D. W� VENTS CLIP'S EQ, Y�US� — --woop 61(71ut/, - OR 5`fUezo (6EE ELEV.) �E YTP. SEGY. X02 - 1, FA�14 f.X DI'T101J i1J�LILA`1"I0hl! Y2 PLYWOOD COX O� V. A, APPROVED ALTERNATE BLOwN F I �,Ef�.C7LASS ,� NNN r`W --- I/2" cu GrYP. 2�D►. G,&LV. M`rL. PQI P --- - IQ :-pULQ.T1 C7Q V, 19 ,�t.mr.lUoUs P=L 45HING VWW 0 -- W 2 2 ,+ N W� �PFZQ.YEID GLCr, 2�� CLDd•�z PQ.SGI�� 2' X4- GEDAr2 TR.1M (SEE PLE.V,)� -20 2 �q- oEDa� TRIM -- 5P24YED CEIL1IJ4 2 x 4 C E DA IZ T 2 I M ! M 4�TG+I �o`froM W/Fa I,� . I a N Q A�DUIJD WI��WS, M I ii UJW „13 GOR PE� �Ed.n sTo P /8 PINE-_ PLYW ❑ w/ _ -_ _ /2 G.YP Pip. -- ---_-__ __ ._-_ __ ._. . Q a p w P1AN1O V �REEN VEM S 6 ` G,-a L M-�L Etc Pa�15ION sol�1 T5, Q C3 U. �_ 410., o c _ 2axq-�� wool) STUD.5 @ IZo" 0.c, ___- _ - (SEE FLEV . Folz LOCA-,5744 -- UZ I2ETLJ20 Gr•YF �D. 7V VERTICAL APPLICATION OWL \(,) L- W t til pOW WODD SI D I I.1 Cr -------_._____ �pTE : o � Nd ❑ W 11IQT'E1ZI0P- WALLS TO bE W z p 1 X8 OR I xr PINE M sH94THIWr-r NJ woo p 5T u DS 2q- D c, I LL /2 IMPQEG A`rED SHEATHIWCr, Q N pz L-� D. 51D1k1Cr APPLIED I u Pj�'oN� E ALUM. +1027, SLGLr, --__ - 51M. M4FZLjLE SILL ar2.Z. O!Z D1,4f�0IJ4.L (SE.E ELE1�'�)� ___�-_- _-. __-- �j%2'1 �I� RGrL,455 ��Tl' __�__._--___ ______� _� j 2 �HEErS �%211 pLYW'D @ EACH ] W UN 4�/IIJDDW� W�44A-L = e�EFE W�(i Ir}C���D� OR. IJJ�ULLL�IOI.I - I I -oo PAGE OF� e, iMWEPE. NQ IDT CO U / .5-T U�cc� ,� - If �1 17HERMO "f SLY' (T� JOITATI N V Ql �e F. �D. 2. �Gr2Q`Y'GH 1 rI U15H RDU4 W b�M�T'E� yrFAP G,5 PER 5. 5.G• J W �} MIL V A IJIaR �4.R R I E R G E M E M`r P",!b-m Fz (SEE E L E V. S) ! : APPLIED ON Cj-aLV WI QE " K- LATH '' LISE i LAYER I E'# EEL-- OVER, W (n WOE�'n 51 P I IJ G- `Y+�E(zMv-PLY' af� E � a Q OR STUCCO DISI i1K-- LATHE 11 - - E:ULL 1�15L1 L&_r10W 5HEA,THI K1Cr OR " K - LATH -Fuc o PL CA Iow __--_ WOOC7 6A�E. -------- - - - - ---�. .____--_ _� __ . pLYW D. AT 5 C AP ► ALTEIZNATL 2 Z941 P.T. 'aDLE Ft W1— – --_ OMIT SHCATHIN& USE II'X 4" y2",&U6H4:2(2. P50LYS / - PKJ, FLo02. (5EE FIW1C_�;,H ez;v- HED) LE-r- INS AT ALL. COIZNECZS USE " K- LATH " AT ALL- ;j Ll-STUCCO A PPLICAT IvlyS. : E STuY. p� r - -- �. ,_ —� E �Tr�uc.TuRa� -X- IF r fir •{ n CfiF F��G ? l ' , _ _ S L.a foo-� u �a►�a la u� _ E Gr2ADE I AOR• I Cr I _ III _ GI2.b,D _- �. � T 60 WC. 546E SHALL E5E - - -- [ VAPOR �4RWIER - G MIL VIG,QL1EEl•1 _ , a • p' __ r� � I_LJE5�Ef7 OIC �TUC60 @ COMPACTED PILL ---- - - , ._ IIi►I _ E!;?t-DR.'g O F'T 10 rU ►+I 11 11 v I I� I' TFI Ij, - ,,� I 111111 IIj1pilli -- r IC �F_CTION l�•IINDOV�1 �(F� �, l_. SECTION � L.. �CTION 3 G� • 4 *40 -- 5C1aL.E 4 y r , Wy1Lyyi l f7 r� 1 • `I '5TUP WALL - WOOQ STUD WALL Z d to : a � UTP. 817. _ Q V tnX 41 R.S. 3K- LATH E IN50LATION TRIM, /4 w �y � -STu0co Q FT 'ZX4 W Q ws • V IDR1 P M0UL0 I. z i ST E E E IP PRE- FLUS MTL• w CON G• STUCCO Is Conk TILF—EARTH FIRFPLAcE(*YP, am ROUC-t,H` STUCCO ONjL/ e j TO C�iKA0E: Sil71NC-� � I (0GAL/• MT .. �'k LATH" WOOD 5TUCC10 ON GALV. MTL. 11K-LATH '� ECP. .OIJ`r 0 0 .` REVISIONS 2_%4" TRIM C9 LO co 0 1 co WOOD TO 5TUGCO WOOID TO STUCCO EXFAhl51ON DR1Fv' MO LL FIREPLACE ELEVATION � a N WALL - o Z 22 GORNER IT JOI � T (VERT OR HORIZ) S PLATE SCALE )14 1'-Co 2 3 Y c� w �....,._ - L �►REF'LACE 111 �. m° 0 u D CENER.M. Nuns: CON T C��� I \ 5 RA S All work shall conform to the City of Jacksonville Building Code Finish Ca>rpentKy shall comply with the American Lumber standards. Interior 0F�TI and high standards of workmanship. trim 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 a PRE • P^F3 NTL" PIr2-EF1-4,Ge ,' Site and Foundation: galvanized nails. All interior doors to be hallow type. INSTALLCoRpING Tb IvI�.NUE- Z ..� L c�A L- Co P ES �;¢ �� AIN", 2 `� Q Q See structural. plans Thermal and Moisture Protection i- Ap¢� Concrete, Concrete Masonr Units and Metals: W -Units Exterior Walls shell have full fiberglass insulation. Ceilings to have a � R-•19 blown fiberglass except where baits required to achieve 2" air space C) See structural plans (typical conventional frame area) . Roof to be fiberglass shingles, 15 Uj year roof warranty. O- OSS Carpentry: Rough Carpentry shall be wood that complies with American I,tlmber standards. d. Dimension lumber. timber and boards can be /12 Southern pine. Felt 15p asphalt impregnated Fry or equal or rosin sized shearing paper where indicated. All �7' 6= `-- E FLDOiZ PLAN FdR nails, screws, bolts and hurricane clips are to be hot dip galvanized. Ply- HEARTH SErzFL OK PL-aLIFZA,TIG►� DRAWING NO. wood roof sheathing shall be 1.5" INT-DFPA (I) C--U exterior glue, 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" rooO.Cf Inside walls shall be ca x 4" s 24" a.c. A11 f I F � F' � A� � � � � N - ALTERNATE • • roof joists at roof edge to be secured with hurricane clips 24", _ � 1 "� OF1 1• SCALE � I= �" 1.