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Fairway Villas 2124 AF 27021 ..ti' E3UIL._DING� LdCATIpN To BE �=IEL.D DETEPZMINED EG-( NOTE: THE C��N Et2AL CONTRACTOF� THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION, SET-E"CK P;_:'EG?L11 QEMENTS a BUILDING IDENTIFICATION AND RELATIVE POSITIONING OF �r�oNT * FRE��2 — 15I M1N1MUM UNIT TYPES ONLY , FOR PRECISE GEOPIETRY, 1,1ATER, SEWER & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & THIMS, �'-o' MIN11��1uM I••I/ NO LASS -TI-+�,N z% � INC„ CONSULTING AND DESIGN ENGINEERS , TOTAL of IO 1 3E`�W EEN AN`( T�Jo AOJ . l-�TS PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY . LOT NUM�tz NEON t-tD F-cllr ON 34 33 UNIT TYPE DE5IGNAT IOI-JW Z Z 0� (5�E DESGI�11�'TION C� LoW �_2P s i �3'is"E i, b15. C70 =QN N I _ - Tl - -� -� _ �(1 Cl W . I I 1; iIX 49 I I E46] I I 1 45 i! ' 44 I' I [43] I I 42 41 4p I I 38 I 37 I > 1 , I I I I ; 1 1 a 20 47 I4 �� 1 ❑ I ❑ ❑ ❑ } I I 1 35 N ' B R (AGR) 1 32 I I 3 I I I� I 29 I ZB I 27 I I 26 2 S I 24 I 1 , 23 I i 22 I I ! 12 I I I I Ito I i 19 � III - i �.. 6 , - � I � I I � � _- 1 � I� 17 I OLL p 1 ❑ © I © I Q © I h Q R {2 I R I R I I R I Fz R 1 . L I �- /' I. _� I � �_ a � 01 �olla a� La � Lo� L-c o a o 0 0 0 � __.._ _ _I � - J L- - - - a' l-_ __ 1I L� _._ _I I .. 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AOZ ONLY O UNIT TYF_:�5 AI-, , a H AR $ F3V- dN LY j42 AL 4 AC-;,L ONLY MA\Y � .ACE❑ oN TI-I ESE LOT'S. 23 AL E3L ONLY ® ,,L OhILY ' FY .a• E'Z4_j AIZ 1�t PV_ ONLY 12�91 AL. ONLY SCALE, I" -Go' , Q •;fi�• aT 9. i n.qh. n ARCHITECTS DEVELOPER .: PEREZ SUAREZ ASSOCIATES, INC. STOKES & COMPANY .- , ARCHITECTS PLANNERS DESIGNERS. BUILDERS & LAND DEVELOPERS � 4 m o Q w Q Q 1> REVISED MASTED PERMIT SET 2 W 4 CC SHEET SHEET SHEET Q w z NO. TITLE: NO. TITLE: NO. TITLE W � a v AS--1 SITE PLAN w � S-1 FOUNDATION PLAN0 0 L Q S-2 C-UNIT FOUNDATION PLAN - - - 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-313B-UNIT ELEVATIONS RIGHT (BR)(BGR) A-3C C--UNIT ELEVATIONS RIGHT (CR) (CGR) ,to co A-4A A�-UNIT ELEVATIONS LEFT (AL)(AGL) A-413B--UNITELEVATIONS LEFT (BL)(BGL) A--4C C--UNIT ELEVATIONS LEFT (CL) (CGL) � � °-,' o co N A-5 SECTIONS & DETAILS 2 cp z Y m Q w F 0 a I Q Z J CL W I— . Cly rORAWING NO. AS- 1 1 OF 1 1 f AF 24972 1. 37 4� 121 ��11 4•�,, I I _ g4-o q-2� l2_'.1�_ 118 9 q'- 2'r 12= I� p 2x t %2„ /la WWM Ll OR I 'A (nNN (a FILL 13 "CUK,TYP fn I I 3 141 gl I II gn N I I I I I' � I 14 " _ 81` r I&II CC'NC FTrt, w/ 2 4 4 .'r. 5 1314 � I I N 13� G T ION W N I'-0.1 W z , WA 1✓L. w LL 1 11, I I 114 8 i t- PF= EHE'J 5L413 Q Jz 4 `L j �4 . -TL1_ Vv'ALL 1 - ! I "4 I yNl �3 I IIQ N N Zx.� P . {W�iEC'F_ AYP!I.�APLE fAW,,. (A {,EE FLOOK PLAN) LQ (my 04 NU M II + ',' -01 ! r I• i ...0 i it ', \ .1 O * , `.�- r_ ' •� II I . `I 2 W O L - - - - - - -- --- - - N W _._. - r ._ , . _ � r VAPOR BARRIE --s M.N. LAP-2, p1 ' �I o , • 1: W ' _1 2 a - - I 1 1 I1 U 01-011 a� I I I A'c 's 4 0 - 2Z1 0' -_7, _......_. _. �__ ._ _ _ I n T --- r ` ECTI ON e - UNIT 1I ��-{ �r �� E3 - UN IT L � �T ( BL) 12 U e r 12 L _ 25 W L g DEEPEI•J ED a T E o ALL P LA N S - _I-..�1 1 I_FGARS&F• �II C 1----I�T �� sc�LE r y81'_ I Loll -7 G/\ GE l._._E I=T (��1. __ _ . i I e. a 10 Cj' 4101 � r I�'-O» °� !O' G," ,f _ I itt , y to G Gn IBX If') GC/LL, THICV_EU i , n il _ q,, t O ! Y{} r ♦ LA5 W/ 2_ 04 EACH ' I WA so I11 gyp. - �, , I I : � E G I I ON 'L�i t � I I I S � I i -• , 411 CO I,;C+ C•,L1�,B It 81 Iv' d I ID �A c I kn m ! m �i I II I -i - I I � '•D � . 1 I r_ .. - It i � I I � _. .. .. � - i m _ 5 EGTION 4., I r i I i IN ERT I 'X(o" M1HIi=N rC�tJG. BIZICK Q c[ I h `61' w _j I I r I 4 4a 1 10 ATIO 5LAe) Uj I 1V1 ! I ❑ � ,0 .. p _ _ N 1 I I _ . • T �D I � I I I � N I � � - t VA PC rZ ARRIErZ ° xL GO Q 2 I �;o ' 4',o I�Io11 I I i I S ! 141.a l dl I I � J I — f __. .. ! o I r 24 '� MPAGTE� FILLf 1 [� S' I �✓ - n REVISIONS II I A- -UNIT { I C�I-� T (��P) 1,' I �' �, U N i T T A L 1� �. r , tt f ' d i 3 GLEAtZ1� + - 8' x 1FIICOI.IC. �TC�, p } aq. ... co if if 12.4-) r I 12 c - 2b p z co 15ECTI0N z 3 0 W GENERAL NOTES : ,�, -l__! N..( T C,�F ACS R I E--� (,�G ) ,Q • U N 1 T GA__ P AG E L_F_F �G L �,' 1 J ti -- -- /4 'w I � D � I Q rete- forall foundation work shall attain a minimum 28 da compressive upfength of 2500-PS1. t -,Ulnforcing .steel shall be grade 60 deformed bars and shall be lapped a mini- I �I M F�CN AI`1G�R. F W 1 ^--•+-� I z 'mum of .30 bar diameters or 2' •- 0", whichever is greater, at splices. Mini- I I I I4''CvtJG . SL1�Ei O - .' um concrete cover: , u x:, y Bottom & sides_--_r-_-•__w•-___3'1 41 I I. Tap at- slabs-•_--_wM�_...� .,...�'�' _ k. ; :> 5. Positive drainage preventing saturation of footing bearing soils from stand- V' - . la ped b mifabric (WI) shall be ASTM specification A-,185-73 and shall be �el�tad wire fab P . . �; ura� at „8iads and sides and wire Lied at 1$'' centers.. ing water shall be effected by sloping finish grade away from build#ng on a slope of 1 : 10 for a distance of 5 feet. _. _ _ 2 #4 FA . Z Z jN,4.. 19arthwaxk, ' B. Contractor shall verify all foundation dimensions with architectural plans. 0 ' Strip all, trap ,soil, remove all Foreign material and earth cacitai.ning � ^ „ 1 li organic material from building €area and out to 3 Feat outside the 7. Concreta; 'Black and Mortar: � 4 �. 1 limits of the building. concrete block shall conform to the requirements of ASTM specifications �YI(� Place a minimum of 6” clean sand fill beneath slabs. C--94, W - ��4u f �+ �EGTION 1` eart�*ork below footings, and slabs shall. be cQuapacted to 15% of Mortar to he' Portland cement or equivalent and shall conform to ASTM � ""�" � O N i two;�maxitnurn density. C 0 7: Sind shall conform to-ASTM C144-4u aggregate for masonry mortar. LL..JJ © I / ^ DRAWING NO. , All lrllx>mAteri,al; shall be placed' in $ inch layers and compacted �. Soil Poi�tol4iC►� 4efbra'0ro4o!e ing, w3 th additional layers. S. 1 ^r IF The contractor shall.have t�11' axea covared by the floor slab treated with Fk a iX chlordane solution at the Yate of one gallon per tern square feet. Along tlie Lw>s and inside: the foundation wl,l shall be treated at the rate of two go OF 1 ' ane ourfive lineal Feat.. l . V( ( (q5 AF 27021 pf4�4 4 1. q- I CC�t�G• � L�- � i1 � I 11 I I II ICa'-211 12-OII ► I I_ II I I- '� �Ca _2 i U)U) r.uww m I w pN �..zz �� o l I I I I I I IIo I 2_ �- �, I I I I N Ii =au, I wa N I I I I I I I USW -o CCa j I I I o w- � I a ?� 2 I i 0 IL o1p WZ N cc LL --77 °° I� � �; � Via' � 41► Jj -'z i 11 I I I I I I QN o LL ow �o 0I I I 4j' r 0 N -o" 2'-4'I I - 2 4 141=dl CU 0 I C C= r N v Q! I ,I fi I wD Cp1-� Wp,VIL I I I I '� 0 I I ANG. I -K I j I It NI�.� I I I N _ _ I— - - _ _ �_ I ( �- - - - -�- a - 1� _ - - __ - -► - - l� _ - I I W N a m I I r -� j �I I_ I II �' - � II L r -� I I I II II r I 4 2 C�' 2 _— Tl L �r Tt I m _I - f- I _..----- _.- - -o'' 10'-011 21 4i1 1 I -31i _amu I 21 Vie'_oilAL --- �HePwN .o� � � C - FI (C,�� - uNlurs � �� CG uN I �� �- � " G� uN I QUNC��� QI•1 � N -� UNIT II I i M1RJ !d f �'1 I Iii II � � Cc G w Ix tuH Q ❑ REVISIONS U-) 00 0 co O 00 N z Z N Y m Q W o z a ❑ U 0 Z O Q Z Z Z D O J U U. 0_ DRAWING NO. S- 2 OF i Z�'�t{ {:,/A f V441 Vr((GP' AP 24972 M �� - _._.__ _ _..._-_— ______-_ -___30 0'..._. _(,___..__. _ _.. _._- --.--..i_"_. .._.___ _ _-_--; 11 LJOTE 1 , rc j 51011 I $! 8° ' _ -�'° _ , W 5. —¢-D STORAGE pELE'r D M _ _ _ - o, O11 AT UNIT ( A 1� p J F5H EDU LE I -rI ,AN6LNCENT' ALCoV> LIG�4TING VENT T'NTZU I?ooF x caIHP �55pR UNIT SPACE FLOoa SASE WALLS c1=1LIN6 R5MA12K5 A r - / KL�DRESCENT i.-IGHT " y.ON- q� Gd(�G,:.SLA13 _ PATI O I -4 GYP, BP, GYP, BP, CLG. HT, _ � _ - LI i t.l C I?P�T 1NOOD VAIN �� 0� TO V G A PAIN $PLAY ED VIfJY�. TILE ENTtZY " •� �• .T PINING GL(v, WT, VARIES �� '��� � � � �.. � . • '• �' ' � � � - _�. �.. ! _�� FT a a µ >' ` „ �� —1 Tµ'zU PAS T4 VU 3--X3- ,S. 5°N 3_ TH.5. M 6 $L 0 C L G. N T. �'+ _ .. t!1 N t' - - {, J�-XG SL. 7_,2__L I•IooD 13, R'�F, - -`o INK r _ -¢ 5 A5IA Q S PAC E - 9 1A f5L.V l h5. W Ix W •. i ALL ' I?,W.I _1 GYP• BD. ----'� t"I"CHFN VIN L TI1r5 `f'_� Y E!�{AMEL PTD. UoLi I -561 - }loan dVEIZ I 1 BATH ( . , �Q ANGE6CCTIDhIQj 13 AT 14 1 _, r , V1.-rGP . � * C L 0 E TS C A R P 1=T GYP' B p` L� 50 I J Q - F�AI N EP I T C N �1 �. VAT I N ( �� w1 k 5T"bR,gGE GDNC. .... M.IF, �'Yp' 6D. 1 W�� -_ U� [ IDGlw of I I P/�,INITED ,SGA LE ; I/4 Ul r 3/g F'IN15H ' w �Q . _ _. _ - Wfi p HU 5t 5N. 60" I q (SES rAM1N6 PLAN) �" ..� I PATIO GONG, --- -� Ifv_Eu r u>r a 6LA0 A• - I I - I P►-Y w D N (Q f-- I I._IVING `� ALL I�NTETZ1oR SWINGING 00006 M.R. - MvlS-ru �E R'Es15TaN Q v.. p11. KNEEII 3/ - __ g I �aPACE �61, i � I 1 � T1-�IGK HaLLv�AJ Co�'); I CPT, GAI�PE~T" SOFFIT LIC7NT FIXTURE NU 6 - $" HIGH U.D. N, CUNLE55 OTH1~R'N 5� P1oTE0) w o T C3 it Ln �t j V. T. - VINYL TILS �- ' EK �, - ---- P,o o , N I Sw ,( R a ¢ -� �q - ---� a(n S. I 8AT i I _ ' I I �3�1'TH 'rlLE— q,,''T�OD WN y 9�•.t �` I pi 01 1� z 2x2° �I �I��u 41}i1' I _ _ ir' d Lt- - M G I M I ( I —M c ��" M I tsri Gl GL W a AT G GGES ao --- _-- -- _ —_ --_— .�. o" y t �- T► A SINK- 1 It*1 HALL �--QDDF LINE - *t s p(q h r•er.•M W 1 11 , 11 Gi(,. -L i _ (c.r L. I JPA C.� -ru ' at M,Tr 11 ' 4p - �} �11ToE 5F',ac r 6- 1 n 1 n 1r ,► , ►, 1 n u •A t 2- S 3-o 3�4_.._ 3- 4 ! 7-4 I Q A5 13F-DrzDoM oElwooM 2 611 ,0� C3 A� � o o �/1 l� " �%A�" I U til TI?EewL15- SCALE ; 1/411 _ I � lot Q) cEaA X�M, x�� ! _ A .- UNIT ( Q R 6Q, �oaTA GE - _ GA i?AG `o -- Q -I°: f•o _ I D - t a" 2•�,II �,^ pl, I� 0 `y r I li I II ' A I rte I 4 ,. _ I � -I � � I ti }A..�. PAT I Ca - 0 5, F, IE DA rt 6 E A►A CEDAR COLUMN! � , � , 11 AM4101Z W SIMPSo�I -- 1 -� A- UNIT 1� 6 SQ P00TAGE q!1 _ lo':Ia„ - - In�� lo' 14'- �"_� 7L o - _ . _ —T__.— 10�a__. _ 7"O 2�O'' 4-D _ - - - TfZELL.IS- 2x l �, ., TJ , ;,%. DOE 1 -. _ _ __.. _- F�IZACKET P. CED I (a11b•G IS� - --- - r R L ►�E Y ro AR -- - -- - @ LIVING 1053 5, F �— . 44 241 Q'' - - - 6!°�� -- L G A I2 A G E - _- --- 2 6 Qr -4 F, 1 _ A - U KI I T F L OO Q PLA M A 102-7 63 — - - ATI a -- --- 6D 5, F. _� tj A L E : I/q-u L 2 - =k;� 0. 1-1. Pool? kp x PAN-4 c b 144 2uo uT a• I' 1 11 1 " L - -- . PAGE aF WALL. r ! 0 to L D °� �. �. D LD,W, - — 1 tl ' + OU cn W Ix 241_011 W �. ` w U W -- i L FL oo 2 PLAN A G I _. _ j A- l T PA tZT A < Kxx iNTEaIoR 5GALE: 1/4'A1-o H r -Z "' ' N ` REVISIONS �+p�j ._.i IZOOF PITCH `H 5HlNGLE PooF T P to- Ib � Y � UNLESS t�laT"Ep ?° I 121y6E PPI;- <~NGINEERED 0THEC?WI6IE [UJN.o� ca+ IRU 55E5[> 2.4-"0,6,('TYP.) k �. I;, ' x c 2 Y �ELoW (_ryP.) =r 2 U W --lNYE1�1at RIDGE -1- u 0 u . 22- 4 .00 1,0 6 2 x 6 (a 16"0,c: f� a CEbAR -rREL,I.15 � t� l f! x� d 4; M. J U L oo PLA C A . T R 55 ��A M 1 N G PLAN A �Z) _. _ - x H 6IYALX : I/�' - II X11 SCALE if$u1 I I p► ; G E PA� T R 1�(..L..1� 13RAWIN0 N©. F . . �: a s rU6 � _ PES � ba � ' LAG VEI?I'FY ALL DIM!~N51©>,15 l Tr� u6FAN� ING 1�LAN _ W GAgAG LA k) ROOF RL. A N �NZGARAG A G Iz S G A L.. o" 5 C A L E : �,. z! fo.-k .. _ � _... .... ..._ _...�... ........... ...-... .....--.'w ..».ti..—. ..._ _. _...... - - ._. - - - - _........._.�.._.... .tea—�.�_ .... � ...,�. ..._....._.+-. .... ... �...._ ..._ •",•. _, to .. {' .. J:J�d�' •} i AF 27021 I 570 R. PA7 ID C P W. Haa DN U W W 0 D/W . W Z Z >(� - REF �2 I YT D15 i VJW N Q - aa0 j� KIT a 110 LI V I N G [( RANGE. I o LL w/ HOOD !, a - Nd o • PROVIDE Bax DIN I Q; w Z �. 4 SECURE FOR FU-rURE i I — N J i FAN $♦ �� ,j2 OZ Rl DGE A,4,y,. w�N© :3 Lu 0 N NH mY IX)U w 0 �k T.V. w N as � I f -- i - -- $ 1 I L PNLBD-A AT CQNTRACTOI?5 r,4 T� „ter i OPTION PROVIDE PNLBD, L16 OUTLET FOR FUTURE 'x ELECT. DOOR OPENER / BDRM. 2 BDRM . r: e GARAGE Ya Cc I i I � WJ Ix w W m a ❑ b REVISIONS 00 O 1 00 .7 a N � 1 2 Z co Y m Q W H ❑ u ❑ LL W J _ J I--' --L v Z � DQ ^ w I J � QQLu DRAWING NO. A- 2A i 4 OF 1 1 �(7s-f �u.irwG, Vi��GS AF 27021 r..., r AGR �. q AR v - . R/S WCC7 SIDING l To Fol' -ow �r PI CH 12 4 R/5 1x/19. 5112I NG 9/5 Z>46v TRELLIS R/s 4X0 Wcor BeAM Pam NN tD PWW - R/s �xrn WCX�C7 ►�S�'I" HZz °� �;:�.. .Vy. ; � . �"ri_.JG�4 ------__-_- E-----•-- EXP J7•�T1'P� • . ��. IL 13 1A T;�t SIN, �LtiC?I~ .--- - �---- .- -- - -" __--_'_•___ _ _4- . _ _ __ _ -____ O r WL d C/s 2X4 RuE3F�r� 60H6. CV, STLLCO -rO &� W z 0 J y ° • LEFT ELEVATION L � � ATAITLJNIT > � W �p allu N v om WO . •_� ___ _ - _ a N _ 12 _ _ _ - - �? w� - E F X r- JT (TYP) 1 KIGI-4T ELEVATIO1• (4GR) LJN�T... K ::: NT EL EMATION AFS LJN T ( 2 ) -14 —O ROOF VENT "' 12 i t. . - 4 ,.fir . .. � - - - - - �_ •' _ •. - ; �, ., •. _______M-_-- _ w o •� i=- L �•.. '• wQ �IpINC7 � REVISIONS REQ E.LEVAT IO1. Lk-IIT 9/5 2-,C +- TRIM (-ryP ) K E.AF� E L_EVAT IOt`I AP;) LIN 17 , n•�l]UNC� S I�111J 1� . o cck "d. CO � D. 0 N. z z U w M Q w • _ �p pQ I�I~ LN1E �YGNJ Q v q , K Pz 1Y/00D 5101 N& TO FOLLOW RCC�= pIYGN 41 —12fS 2-X69 TRELLIS IR/5 WO. TRIM ' 1 STUCLl fe� i� d d 1 DRAWING NO. 4-x0 BEAM 2X4 \x/COP TRIM AROU rJ 0 S N 1 r•JGc:7WSA;, y F FOIST E LEVAT ION A%Gl L1 X11 T q TE ' ,A.L_L. ELF,\.a.`Tl okI5 FFC0NT E L E VAT IOI�J AFS La�l I`rr t 1 L e- n ❑F"'at� i; y r ' r 1 AF 27021 •.?gyp�ti� AGL AL- 11 r�o '••' UWW W22 jrNi =2� _ U-JW NQ - Ixa13 w° Ix J LL N � ow UNIT uJ RIGHT ELEVATION AL_ LIN I T z LL-1 RIGHT ELEVATIOI�I (ACYL Qui J z :) w ON o u N U °m 9 -- . WO W N I I _ I 1 LEFT ELEVATIONAGL UNLEFT ELEVATION (AL ) UNIT IT - - C > rn ' REVISIONS REAR ELEVATION AGL UNIT DEAR ELEVATION (AL) UNIT � qt L co 0 NOTE : ALL. ELEVATIONS - c� to 0 N ❑ � CD Z Y U w • 5E E SH EF-T A-3A FOR FURTHER m a w F Z --- -- OR�awING Na. W. A--4A FRONT .L.E1�/�TION ( AGL) UNIT FFR0I� T E.LEVaTION (AL) UNIT OF "� AF 2702, e00F 5;441 I er4_ES OVE iZ 2"GLEAe MIQ , FOR VENT I P,L0r_VIN6 15t FELT M4P y2" PLYW'17 617X PQOVI DE. II•-hULA-TIOW 54.P�LE, °•. `rYP, 1}-1�lJ - CUT 2X+@24"o.c- - �GraLV. N1 `1'L. D1�I P PRE - EKICr1 UeF_F EEP WOOD -1" x 91 P,T, WMF SHI►4LES OVEIz 15i�FEL`r 12- TRU55ESG 241 a,e-, , �\- x '*, . G"etDAp_ ` IZI M FVE E u . wIP. 41- J�:55E �r ��MI uc� I L,41.Js) z S I L -r;z � 2W aG. }�URRIGAf.IE - 4.&L.\/, MTL. GEpAr� PLYw�. w/ v�wTs !!�7LG 1 Yr. cc T F ��G GL.I P� C 54, TIZLJS� _/OOC7 1NP1U4- QR STuGGD ��E E LEV.) ;/�GY. II ! N pLywooc) GDX oRr to FA�k& C!7}JDI'TIO�I IIJ�LlL4.TIOr•ll VA, APPROVED AL-r5rZNATE BLOWN FILEI�.GLASS , NNN II 4,&LV. M -r L. D121 P - I►•1�u Lb.Tl 01•.1 f�- 19 ;•. - - - vt•m r.ILl oUs �LA.SH I N� a bD1, („ , P T _ - VWW N x �� I ° p -- — _ \ W22 �t7 w SPRQ.YEID GL 2'j��" CEC7a2 �d,sGl��' /2 EYP. LJ/ 21Ix4. 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OINt SIDING-y 1 ❑ p I REVISIONS 2_" x4" TRIM C0 to 00 0 1 _ c0 m 0 ao re N WOOD To 5rUCco WOOD To sTUCoo ExFAN510N DRip MO � FIREPLACE E _ EVaT I ON L z z Y 3 U G o R N E R, C WALL L� L_, J O I N T (vE-FT• OF, HORIZ) S PLATE scALE yam° = I� � FIREPLACE coIn Q W � 311 O Ix I ❑ U ❑ GENERAI, NOTrS: �� V /- ' J oN X111 work shall conform to the City of Jacksonville Building Code -- - Finish Carpentry r T1� shall comply with the American lumber standards. Inferior 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 hotdip �P' �"' FIFzE �� Z N5 TA L L.. L�Co R D I NCy II Site and Foundation: galvanized nails. All interior doors to be hollow type. 7--) Ivy N U F. -VIE) O See structural plans Thermal and Moisture Protection' , i, ��,L \ � � Uj Uj Concrete, Concrete Masonry Units and Metals: Exterior, Walls shall have full fiberglass insulation. Ceilings to have a V R-19 blown fiberglass except where batts required to achieve 2" air space W See structural plans (typical conventional frame area) . Roof to be fiberglass shingles, 15 year roof warranty. 06 Cagy Rough Carpentry shall be wood that complies with American Lumber standards. Dimension lumber timber and boards can be #2 Southern pine, FelCBP asphalt impregnated Fry or equal or rosin sized sheating paper where Indicated. All 6"- SE)< PLOOK PLAN FOK nails, screws, bolts and hurricane clips are to be hot dip galvanized. Aly- HEAFTH CONFIC�URA,TIO►� rORAWING IVO. wvbd roof sheathing shall be Y' INT-DFAA (I) C-D exterior 9�-ud, or-w. 4-»er..19!gd 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" r'o Inside walls shall be a x 4" @ 24�� a.c. All I E AG FLAN ALTER ! y AT 1 OF1 1 rl roof joists at ,oaf edge to be secured with hurricane clips 24 — SC-AL-F-