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HomeMy WebLinkAboutRESERVE GOLF VILLASgfqggi9ft Q W,E� M 100 50 U 100 200 300 SCALE IN FEET -I qE BEARINlo LJISTA14LE I C-- 4r-*10'29"E 191.r_4 r- � 69"59'40"E 173.17 3 1- 06*20'17"W 19F.11 PARCEL 1B I PARCEL 1A 4 iA 54*UO'33"E 100.61 "v CURVE DD. DELTA RA 1 87*33'06" 50A c- 91'06'04" 5U.t "v HOLLY & WEBER, INC. DATED: ERIC B. HOLLY TIROFESSIONAL LAND SURVEYOR "TIORIDA REGISTRATION NO. 3336 SITE rIPLAN HOLLY,,, WEBER IN( - ENGINEERS, PLANNERS, SURVEYORS 601 South Federal H hway Stuart, Florida 3344 (3051 286 7770 ORAWN CHECKED DATE 6, -'z .5 - 2:,+ SCALE = i O(D' JOB NO. SHEET OF SHEETS _ : t :: r:- ... a __ - z- .. : :.:,-, ,, - •. ... '% :.., -u .><.. _ v. ... r. _ _a. _ ,. _ ...d.' '_ ., a .._u .. vim- n .::,.�«. ....._._ ' �kW J.4. A .;F.:1 K -: I c ><kr _ _. , ... .:. .,: _ >.:",G ♦_ .--.—..____ .J� - REVISIONS BY • HOLLY&WEBERINC. ENGINEERS, PLANNERS, SURVEYORS 601 South Federal Highway Stuart, Florida 33494 (305) 266-7770 2 W v Ix Q 0 a W W (n a W I H DRAWN J.E.F. CHECKED DATE 7/ 18/84 SCALE I" = 20' JOB NO. 101-08-015 SHEET 1 OF 2 SHEETS X l'E'i.ECNNE NATIONALTRACMG PAPER _ r= 1 • 1 1 ' 1 1 1 1 1 1 BLDG. 22 BLDG. 15 1 . LLJ I I I I 1 . 1 : 1 : 1 ; 1 — 1 i : 1 to. 1 ' 1 2,t.252t.25Z1.25' Z1.25' : 1 BLDG. 23 BLDG. 21 BLDG. 16 BLDG.'14 8.0' C 1 c�1 mla a WjW a. e aim ala \ PARKING 2 Cars Unit Typical 1 i 1 VI TAGE' WAY, "COURT ; MAHOGANY IRON COURTI� 1 4' TyP• ` ��� � 4' Te• 1I I I t I. 1 1 1 - - -- + 1 - W ' BLDG. 24 h BLDG. 20 BLDG. 17 , h ; N BLDG.'13 W 1 ■J ; I� ,o . I 1 :U 1p �, • H 1 i I ■ 1 1 � ' 1 5� i 1 BLDG. 25 BLDG. 19 LABLDGAB BLDG.'12 SI PLAN APP VE— .10 "No IJ 1 Ntf U�sy, fR1a11 ; ■ ■ 1 90 - o. 900 v M NTRY CL ° ' OV 'too 0 . / -- -- -- -- -- -- -- ■ HOLLYsWEBERINC. ENGINEERS. PLANNERS. SURVEYORS 601 South Federal Highway Stuart, Florida 33494 (305) 296-7770 W i a W N W Q W I 1111110 DRAWN J.E.F. CHECKED DATE 7/18/84 SCALE T' = 20' JOB NO. 101-08-015 SHEET 2 OF 2 SHEETS �.�:.-n-� .�;.ia: Mall REVISIONS I BY HOLLY&WEBERiNC. ENGINEERS, PLANNERS, SURVEYORS 601 South Federal Highway Stuart, Florida 33494 (305) 286-7770 W i a W N W 11 I F DRAWN G. H. R. CHECKED DATE 7-18-84 SCALE '1 " = 20' JOB NO. 101-08-015 SHEET 1 OF 2 SHEETS " F i REVISIONS BY JY RUN COURT BLDG. 2'1 I I I I I I -I -1 BLDG. 19 G�P`V --� Me BLDG. ' 7+00 HOLLY & WEBER, INC. F. PETER WEBER PROFESSIONAL ENGINEER FLORIDA REGISTRATION I- W W N W Z J U P., ®ARD Or"°��c Chirman : 8+00 L.P : : : : : DATED: HOLLY& WEBERINC. ENGINEERS, PLANNERS. SURVEYORS 601 South Federal Highway Stuart, Florida 33494 (305) 286-7770 I a W v z 0 a v J W W U a a a z W i a W m W Ix W I f DRAWN G.H. R. CHECKED DATE 7-18-84 SCALE 7„ 0 20' JOB NO. 101-08-015 SHEET 2 OF 2 SHEETS EDYNE NATIONAL TRAGM RAPER dli� 0�01" t, &M m J Ki W u) U N Q a 3 LO ti 0 O Z LEGEND 3 24 OR PROPOSED ELEVATIONS FLO`V f/R�POW F. F. 2 R. 3 4-/N151ilED FL OOiP EL EY.9 7_10 V �- C. B. - TYPE "C - IIVL ET -�- MA/Vf/OL E GOLF COURSE S 660 12' 19" E 6 9.01' • ri SW,4LE (SEE SECT/O/V) N 890 02 I 10" E 9 5 1. 5 7 ' �' Sty.9LE�SEE SECTiovJ I o� i L 49. 33' 1 49.33' 2� 49.33� BLDG. 24 TYPE A F.F 30.25 0 61.1 THE PURPOSE OF THIS REVISION IS TO REDEFINE THE BUILDING TYPES FOR UNITS 13,17,20, and 24 TO A "TYPE A UNIT" W 2 71986 i S QP_MEtfT C3id 3 ST. LUCT CD ra �- 49. 33' BLDG. 23 TYPE A F.F. 3 0. 30 In N 0 -1 > Ln ~ F f 29.60 59.83' 82.58� BLDG. 22 TYPE A f f 30.30 1_� �3 p BLDG. 15 5 ' TYPE A fL� 28,5 F F 29.00 X 5y ' 35. 75' 23.75' ® TYPE A BLDG. 16 � � sLo[3. 14 TYPE A 8 8 Z F F 29.00 F F 29. 00 tZ$' 5� � o : o 2 5 2a,2 2 0 00 2 �' 2a 1 85 , o. 49. 33 ' \ 28' \ o' �70. 58' h ? 2.75 I 0 + 2 + 0 0 �� BLDG. 20 o BLDG. 17 _v 29 Q TYPE A TYPE A 6 a F. F. 30. I5 28 5 F F 29- 95 M. 4-111 1485.97 VL ` � 29• 28 I Zg, 2g.0 29.0 3/.l8' 131..9/' 28• V 2$/ -� \b 8• B� x3.75' 2% 29.3 ;moo, X 29.�5 49.33' © TYPE A ELOC3. 21 FF 30.30 r1Z '' 9..?3' m Z BLOO. 19 2g 65 ' 28'6 co y 0 IL TYPE A > J � 43.5 43.5 F.F. 29.60 9 I91-- 2g za- 1 00 QL' 8 S 59.83 - R. -- Z A= R = 156. 4,?' 0 013 4-7 )q = 59.28' 2g 4 = zl ° 42.5z •. rD S g-T -- 2.35 V.Fy Zvi/9 ■N 70. 5B : LL •0 �w TYPE A ;W h BLDG.*13 :N v� 'z 2 1+38.5 io : U :Q 28�0 � i h ? V. 9 0 ' 4 1 00 � FBL .12 5 � I v TYPE A 43.5 43.5' �• (o Q \0 59. 83' 3 S 890 02' 1 0" W 631.03-47 , - ti EXIST CB. II 2�. k GRA TE EL V5.9D 2 II CLUBHOUSE ..F; OR. EXIST 15 "R. C. P. II ' m EX/S T. C. 9. .1, EXIST. PIPE TO OUTFAL.L HOLLY & WEBER, INC. -- -- DATED: MAR 2 7 1986 Vft JAMES E. NEUHAUS PROFESS IONAL ENG INEER FLORIDA REGISTRATION NO. 28279 REVISIONS BY 91019r. /c,��, Z3�24 9 B-f REDES/6/V GRADES REV. P/PE. G.f/ R Rd L. 2- 27-86 C: 4ANcnE D T::)ImEry . C- H 3131 �o HOLLYs E ERINC. ENGINEERS, PLANNERS. SURVEYORS 601 South Federal Highway Stuart, Florida 33494 (3051 296-7770 W 13 r ED J 2 W U a a 13 0 IL W i a W N W im W Y H DRAWN N CHECKED DATE SEPT84 SCALE '1" = 20' JOB NO. 101-08-/5 SHEET 1 OF 2 SHEETS •TEi.EDYNE NATIONAL TRACING RAPER PLANT l.ly'( MG 13 "WAY MY '(G� MY�1G� C1✓�I��j� ---- I2 t4 EIGH'C, 5- 7 fRUNKS Ia V �5 0��q� N PINE " FI NU`2, WO I 10-l� He)GAT 5"CAIL. l9' 7 pReAL?_ (IV tl "�(vE, (OAK" QUEKCUS YIK INI�NA 6 I8 I 5 L'� IZ E fJ Q� e ��AU 5� OqK" Qu9Rcu > L RIQW _ - �O I G - 8 C We. l 5 18 H E NT, R V SM 28 %% O E(N GANY" w161e NIA MMOGAN I I V, NOf6 -. 4�Yl6flNG y�K�NOA ��FNN 10 be IIR6�5RVK m�= SITE PLAN RevisioNs sY i i 0 C.D DRAWN CMECKEO DATE SCALE 1 " s 209 JOS NO. SMEET OF SHEETS t s; s4. V a - M [ tUlt Zx L,. BENCH DETAIL A L4, M A-ri f_ 6A V -,,"A L I. 1W MA K I t-* PUTY F KE '5-uRE TZG:Aj'ED O "'r (Z) ;,Z A.0 5 kZ"-LACK L-.iit-4 WALL W1.44c QG„r.G 0OTN hJAY5 — --- --- • uAN� >tt.R L f1VAK wocv 5NA► &5 cH ,N'r�RI,En.r�p �fe RocF <E►.T U I< 6 ilf**4.Q *W%t41Lt 1 W44 @j IC> G oN ENLoNew" w V ­ruu5545 L � In s el+FA 4G 1A► - i■8 fASG1A � / / H 1x Z 11R 1i'1 -- - _'_-7/ GOMP Mwiii+iSywG AL -Ur . DR I Pam. Q- ``-^^_�___ mod" A G ft-WCO V : ,0'rr'r 4� LA?U o► = O"o. G e1/16a4 lye !_Ro"r MourvOrPt(,� i x el i6t� E 2E BARD — -- I�-'- 5tt14t0 DM Mtt%a►1. ON t/g" -fL11F_K MAX - PRavIp6 i F!.�k i�+i� r I�i GDx PI.YbJ L OQ 3uf �Ct'1.11 M!� 6O'T►-� 51 DE y op t �� G Gtit rJ f;1IZ PC S e D EAIGf . ZI,♦ Pr It wf 1/,Z'ANG►.1UK 8p4'1'� IxZ P'f 4AL v J t3FWW t PL" I�,l FULL "V of rtwan IL -- I'-6" TNIGK I'-A"1,-4IV% I WE ARA►- r%�rr 1►J:L, ►..t 1 2. 46 5 ¢ C, OV4T — &,,V NO WALL FOOT/4 ING GIN€FtAi. kEiJEf,jR�MEN�S---___.._ All boor/; under ithi s contract steal 1 con4orm to the latest editions of local, state and national cod+es ,ordinances and regulations: pertaining to the MiOrk , as well as accepted trade practices established by Governmental and industry Councils and Agencies. CLEARING Remove existing veget at i on and roots f r om const r k_ict i on ar ea ; dispose of this mateei a] off si te. Do not bury. Fall - Shall be clean sand without oroanic matter. Place in maximum of 121" 1 i 4+-E and compact with not less than four passes of ten tort motori=ed vibratory roller- , Compac..ior) tests shall be preformed by an i ndependant testing laboratory to determine actual compaction 98:: of AASTHO 7-160 shall be achieved and reported prior to commencement of 4oundat3 on r_onstrtic tion. Soil Treatment - Treat compacted soil at the rate of one o&l l on per f i vF lineal feet of 4 oundat i on and or f;vv square 4eet of sl ab with ehl orodalne or heptachlor. Tror tment steal 1 not be made when Grounld is oxcesesi vel v wet or directly after heavy r as ns. Fourldotiort Note - Soil bearing value 1-5 as<sumpd at 2500 pounds / square foot. 14 Such bearing oea car, not be .developed in the soil under the building the Architect shall be notified in writing rind wi l 1 as an addition to his contract provide a revised 4oundat3 art desi or/ bt;sed on condi t) ons reported on site in the testing engineer's report. ------------------------------------------------- CQNCRET� Foundations shall be '3CKK1 psi concrete with _ 006" polyethylene vapor barrier on treated , compacted clean sand fill. E>: t er i or wal ks and patios shall be 4" 2 ,00 psi concrete with 66x1010 wwm. Fr ovi de ] /2" asphalt impregnated felt e>: pansi on joi rrts between all exterior slabs and main slab. __ r, �• e i ��' �► ICI::_.± r COi� O►./►AL W£ 4" 3W0'" Gd.1 G - c. WAO(o A iOtO W1.4r-'� _^N •006" oOLYeTIA`f1,E4ti va,YOK FSe,RK►6R ^� ER. rR.�►�O, GO►�tPr.r�EU . G� rs�►N � N p f i L �- , F INI �L► ► {�! �K f F1 TYPICAL WALL SECTION 4'- t'-c' 11� 7AL5 Provide 26 gage galvani.-ed 41ashinq where shown on drawings and as required to provide waterproofinc). CARPENTRY Walls shall have 2x4 wood studs at 16" on center All dimensions are to the face of studs and to the edge of concrete wort;. All woad in direct contact with concrete shall tie pressure treated. All rough hardware shall be hot dip galvanized. Provide all blocking and "deadwood- as required f or finishes and wall hung equi pment . Wood roof trus9es shall be designed and certified by a Florida Regi sterrd Structur al Engineer. Installation temporary and final bracing shall be in stri ct 'accordance with manui aci ur ors specifications. FINISHES All finishes , both interior and ex t er- i or shal) tre- c hosen by the owner and placed i n writing on the pec i f i c at i on sheet • THERMAL c M0121Qft F FtOTECT QN F r omi de f , berg] ass Batt insulation as shown or, plans. 1-,-11 in walls; in ceiling InaUlAtF- t.ittlrPoo wall-, with R-11 f i bergl ass butts. El-�CT� l SAL Al) wiring , subi eeds included shall be copper. Arty mat er i a) s or n.anner of i nst al I at i on shall bU �trI(-tIy in accordance with the requirements of the l or a) cgoverro ng author i t i eF' h&vi r►g jurisdiction and the standards set forth by NFPA, U- L. , or other r er r_1gn i ed i est i rrg 1 abor ai or i es. The i nst. a) l at ion shol1 roniora, to the NEC(1970 edition) and or local d,� nances and codes, <-uppl e-mental thereto. ------ ---- 17 �.4 49'-4 IG (a" veluFy IW FIeLp D= Q 00 tvvJ co LL M O U- in .. (D W t- h Q mom pmv Til 1;�U5+ 4 rL- LEFT SIDE ELEVATION ,►A 1 x I �RI r~ZE �CUGGQ Z� 4x P01f ( iAI.UM.-fZIM l�if.N(� LF PT RIGHT SIDE ELEVATION I,UM JG U FRONT ELEVATION 1/4` = I f-0' 2BEDROOM, 2 BATH — Q UC> I t�i �I1J I SU �LGa}Z• SITE PLAN DATE P - L /!f �-1kiD 0, $1`��.rr Qhairmar� vo Ix6FA5GIA tgw� - A �4 JUL 2 i c .-00001 ( Q 0 LL 0 co I J o U w H ° Q °� W CO Q z W 8 w z °- ui ) 0 w �- W 0 W o U) J m Q N U C 0 m W 0 ❑ J I` 0 z ° 0 �1 jl1 U W Q U J J 1- 0 Co SHEET 2 O F 2 / r_ LIANO 9V�� LGGAr,. I.��.>�.:G SNAKES oN tr�K6}.AvgC 1C� GcSF �E�T /" dU I 5FA(ef-v 6LA VATu I NJ& C ICE"Q o►i ®fcE-nt1�F�2>rD y..tt70� TFZv55E5 �/ _-�"- t i� 1h P, 'FA5G I Aj i •' tx � -•fR i M - -- /� - . � �Ai✓tJ 'SUSS s ) " f I lax 4 'S/8 GRnh t.l M0Ut_a+ --4 31 r� rlo►�l. / WN00W HeAO t x Iz V tkk 5ZI: fftARV ± i I,/,2 " -t" U QX 1 BENCH DETAIL C.K W 0,4 EJ A L L I �'rr'i WQ�✓ �; t-+EAi:•,tt.EG t�i'TI-# ` i G lr 7 p ov0p ,7Q Oq-O o , S �//'�/ %}♦{IA ).,�1��te p O U 00 O 000..00 °OPO 90 0O O° °Q °� V o0P°�oo� •y I ! L/V,i^"�NtN C/ a.�V✓ LI C O O.O O O. p O. O O O o O d 00Go O .—o O 3 -- �,�p GIG . OP ° o o d D °° o} oo° o i o o ° o O Po a 9' 4" OOU Gf�11 G. b -° ° o ° ❑ �° ° 0 P I ° P a / ! ° ° o� °°.°o° ° o °°° o YP o°°° ° `..' 2A ICY a'�•'�ttrl✓a�'4/�1.T� �F / .vl�.L i! FiILi L=t't"_i'7✓Lt`• p O D 9 0 ° .` ° o b Go,° �j o o O ° °°-O o POO�° O OOOOOO O o O :. o ° . ° o ° ° k.x Z °� r ----� i J -r'I �1a.-'f-p, GGIMtPA,trMV °°° ° o ° a D 4 bb P p�-V / f} J G�eC.tt hi P fit,!✓ °'q�°op °QI:'OOQ p°OO 000°�O PO p.00 00 G�Y. J. MIN, I=4` I I) +�4 IO D.G. I�.{►""�?��1l� k !' 4 w, i t 4T G; �- '�I I' - I 1 tl 4- - 1 111] +11 WING WALL FOOTING SECTIUNt ;; _ tf.,_ TALE ------ �� Provide 26 gage gal van]; red f 1 ashi ng where Shown on Al I wort: under this contract shall conform to the drawings and as required eto provide waterer oof i rig. latest editions of local, - state and national codes ----------------r------------------_------------------------- ordinances and regulations pertaining to the Wort: , ` as well as accepted trade practices established by CARPENTRY Governmental and Industry Councils and Agencies- ----------- Walls shall have 2>:4 wood studs at 16" on center -------------------- --------- CLEAFIN� All dimensions are to the face of �_t uds and to the _ edq_e of concrete work. Remove existing veget at i on and Ir00t s ' from construction area ; dispose of this material off All wood in direct contact with conc_-r Pte shall be site. Do not bury_ pressure treated. Fill - Sha] l . be cl can sand without orttani c -mutter-'- Al 1 rough hardware shall be hot dip ual van] 7 ed. Place in ma): i mum of 12" 1 i fts and compact with not Provide all blocking and "deadwond" a-- required for less than four passes of ten tern motorized vibratorry roller. finishes and wall hung equipment. Compaction - tests shall be preformed by an Wood roof trusses shall be de=-i onec, and cer t-i f i ed by independant testing laboratory to determine actull a Florida Registered Structural E.ng`ineer. compaction 98:: of AASTHQ T-181-) shall be achieved I nst ai l at ] on , temporary and final b ac ne shall be and reported prior to commencement of foundati on in strict 'accordance wi th manuf acturer5 construction_ specifications. Soil Treatment - Treat compacted soil at the rate of +------------ one qal l or+ per five lineal feet of foundation and FINISHES or #i ve square feet of si ab wi th chi orodane or heptachl or . Treatment snail not be ,rr,adF when ground All finishes both interior and e>: t era or shall be is €Xcersi vel y wet or di rr.ectl y after heavy rains_ chosen by the owner and placed in writing on the speci •f i cation sheet. Foundation Note - Soil, bearinq va,j ue is as.sucr,ed at ------------------------------------- --- - ----------- pounds I square foot. 21500 q j f such bearing nth vial ues. can not be developed in the Soil under the bui l di nQ THERMAL L MOISTURE F'RUTECT I Otti the Architect shall be notified in wr i ti'rrg and will as. an addition to his contract provide a revised Provide fiberglass bait i nsul at a on aS_ shown on foundati ore deli clr, based on corSdi to ons. reported or-, r plans. R-1 l in wal 1 s R-�3, 0 in ceiling 1 nsul at e site in the testing engineerI's report. --------------------------------- hathroom walls with R-11 fiberelas= batts. --_--�-� - ELECTR]CAL Foundations shall be t)C)� psi concrete with ." 06" Al 1 wiring , subf ec included shall he c --ppe, . polyethylene vapor barrier on treated c ompact ed clean sand fill. Any mater-i al s or manner of installation steal 1 t0F -- stri ctI y in accordance with the requirements of the Exterior . walks and patios shall tie 4i 1 ocal o_overni ng authorities having iur 3 c-di eta on cc_ricre-te with 66>.,1010 wwm. and the standards set forth by N' PA, U.L-. or c-ther recoon] zed testing laboratories. -The a nsta1 ) at ] nn Pr-nvadC= 112" sphalt impregnated felt expansi on shal 1 conf or m to the NEC (197B edition) and or 1 oc:a] IN- joa ntc- het ween all e>:teri or slabs and main slab. ordinances and codes !=upp) emerital thereto. iN Ex e e V IL.,J I.JL1_1 .. IOOi.,i SiJ�FA(.� M-'?;' �NGAN�ESCrv'T �- iZ>rGc55Ev =a!�t � �pG�NG• WALK 51NGL� QOLE L� 5�-.�ITGLf i41eoevxlbio W WM 3 IiQ_u' DUPLEX G�NvENiEN�E- .T�G� L F 0i1.i eW_F1R--,CF� C,t GP I ND ru5>�D IIOV 5� FiTGu�O Gl1r�`X r:_G �vEtiliill F GLTL ZZO v' GUF_EX /dNVENIFrr1L� Gt`�i.ET ` !s0 v r��ooR kcr E?T-A_L_e 171`x«NNF,G' _5 t l CA(, LA FLOOR PLAN _ 3 BEDROOM) 3 BATH [ Q 0 Q � uUu O (o _j W � ; o U (0 w H o V Q 0� W m Q z W 8 W Z W 0 0 W W (U w W VU CE I O� (0 m J Q m t4 U 0 m W � CG G O � U zz CrnU m OU SHEET _ A-1 OF 2 �h r - . - r,=� FtN15N FL K 5 FASC rA IxIL �Ri�ZE' LEFT SIDE ELEVATION RIGHT SIDE ELEVATION K4 POST WI ALUM 7RIM REAR ELEVATION FRONT ELEVATION 1/4 3 BEDROOM, 3 BATH � U olw O m O _1 L .q o U � w o � Q L [o� m Q z L z °— L1J ) 0 o F- L 0 N w L U m C L 9 O U ►� c o Q Cl !1_ o � z L a co t LL � _ _J 0 SH E E T A-2 CD 2 � l iYw c I�^a - l 3 k � ( , r - r A. Y .IK 3 � •. e"er' µ k h Y f t f c i I ,I � 6 A I, i r - n Witt 1 uv.ri' oc.G SuAKS Jr 131JI�J!Nu L;NI ----- x Oki I.(e 5FA(-E-9 5L'�A"rUlr\ila CN 10"4+ L. 2xZ FOf-ENG►1PSrKT,-V 1-600V -1 U55r-5 2 x tc ----- �; 4"'� `(tiJ 00 D yfA tZ t R, - -^ ••— _. _.. Z ..4 1x15 1xA:►GIA � 4 k 4 { "ti,, xf iG fRAOtt P�1AR1"ELI I / • �' 4 J - iI r Ix9G. "I:xi �; �-i AL» 16. i�d.»i,, 1?i✓ i.'I��Z �=-.� 1.-A`C i.1 Dtt �t�.. "rU �R MAX - BENCH OETAIL _ r�o1L1 WAYS p a ° 0 ° ° p ° p p a. P ° a ° - -- PIL-YL4002 � LdEAICf1^jIh+I-4 Oi, �` i C>�`, o.°°popp° o p aF�r~�! Oa�Nt�� OF.rt%lP+IG� O -° P o° O A O o OQ °O °° 0 0 b p q p 0 0 P 1 OO o pp p. i. p D O O O'o O D:O °O O p Op Q ,{ q ° 4: 9. p°o°° p o. o Ooq°10 pp° °OD'Q OI'OO O O O fO °O-��o i I 0 o °. o0 0o qo o qOo o o o o opo 000. Oo OO DD O q 00�°oq OOd°o4 0 4 O: O 1flf a°b po o.�o°o °c000°Oo ° o°oor oor0°ol o . O 0.O p° ° o O o tr O°° 0 C OO ) O PO I ° ° a a p o o p, 0EYONAo ° po Po V ° ° ° p ° o o°.p o p o ° p -P Oo °.o ° o o P o o. o ° op ° [R�.. l•.�.. o_°,y°p Op. oP ptro ° o O 4 o o °.. a° �... o' O p. ° O y y � �( °°°o0 0 o0o pp:o.o Sotr. P.°poao-p oo oo �/1►�► V. J.*so O °. o MIN, I'• I r Il 111 WING WALL FOOTING SEGATCC?1 -z 3�4„•I •05 - 3/4"W-0" --� GE_N'tFKAL F- LL)UI ki h't fiiT ' Ail wort; under this contract sh;.:lI conform, to t:.hC- 1 atest editions of local , state and nati onal codes ordinances and regal at ons pertai ni ng to the Worl- , as well as accepted trade practices established by Governmental and Industry Councils and Agencies. ----------------------------_-__ .....:. _____..�.. .._ ..:. -_.... CLEARING Remove ex i st i ng veget at i on and root s from constructi on area ; dispose of this materi a) off site. Do not bury. — — — — — — — — --_--•--.—.-------- ---.---_'--..._.h..�.�..»..+.ri..--,._--__ Fi l 1 - Shall be clean sand without oroani c matter. F'l ace in ma;: i mum of 12" 1 i fts and compact with not less than four passes of ten ton motori :: ed vibratory roller_ Comp ac i- i on - test s shall be preformed by an i ndependant testing l aboratory to determine actt.t_zl compaction _ 98;1, of AASTHO T-191"r shall be achieved and reported prior to commencement of -foundation construction. Soil Treatment - Treat compacted soil at the rate of one qcl 1 on per five lineal feet of f oundz.t i on and or f i vc square f eet of sl ab wi th chl orodane or thepta:hl or . Treatment snal 1 not be made when ground is e-,:ce=_sively wet or directly after heavy rains_ FoL_tndati or, Note - Soil bearing va,l ue- iS a sUMPd at :'500 pounds / square- foot. If =,crch bearing valueF. c an not be developed in thesoi 1 cinder the bui l di no the Archi tect steal 1 be not-i f i ed i n wr i t i rig anCl wi 1 l a= an addition to hi s contract provide a revised 4OLIndati or, de= -a or, based on condi t a on repPgWted on / site in the testing engineer's. report. ---------------------------------------- CONCRETE Foundations shall be %000 psi con( rete with . 006' pol yet hyl ene vapor- barrier on treated , compac t ed clean sand fill. Exterior wal ks and +-5nti os shall he 4" 25O0 psi concrete with 66x 1010 wwrr;. Provide 112" asphalt i mpr eonated -felt expansi on joints between all exterior slabs and main slab. tt i 14 LAURRtr.At4tE c-L V', r , u IV, USS Ali- >� 7"4hN'foP fRSFUfr pr t_._ � ^� WItJfJ0W 1­1¢A1 I -- (�04_nQ1AL 5A3f r---- 4' 3000' GOI..I G '?CLYF TAA:,f LLNf; GGM ?A LK1 MLTALS Provi de 26 gage gal vani; cad f 1 eshi ng where shown on drawings and as required to provide waterproof i ng. Al ---------------------------------------------- -- CARPENTRY Walls shall have v:4 wood studs at 16" on center All dimensions are to the face of studs and to the edge of concrete wort;. All woad in direct contact wi th concrete shall be - pressure treated. All r ouch hardware shall be hot dip galvanized. Provide all blocking and "deadwood" as requi red f or f i ni shes and wall hung equipment. Wood roof trusses shall be designed and certified by a Florida Regi sters-d Structural Engineer. Installation temporary and f i nal br aci no shal 1 be in strict 'accordance with manufacturers speci f i c at i ons. FINISHES All finishes , both interior and exterior shall he chosen by the owner and placed in writing on the --peci f i cation sheet. .� ---�..�.....•rr•.....•.^. —�..:w �+K—,.---..—.------._.--.—........+swA�.M*+�tl++!.*SiA.s.�+. !-k F t101gTUf:E PROTECTION Frovi de f i bergl ass batt i nsul at i on as shown on x plans. R-1 1 in walls R O in ceiling Insul ate bathroom wal 1 s with Pt-11 fiberglass batts. �r ---------------- ELECTRICAL All wiring subf Beds included shall be copper.' Any mat.eri'al s or manner of installation shall be stri ct) y in accordance with the requirements of the local ooverni ng authorities having jur i sdi cti ort and the standards yet. forth by Nr"' PA, U.L. , or other recnoni2ed testing laboratories. The installation shall conform, to the NEC(197P edition) and or local nrdi nances and codes s7uppl ement_al thereto. 12,_a„ • 1 ELECTRIC SYMBOLS 2 -D FLUOREs!6Nf loot l SUiZFtaGb MTV INcaNP151CWT IOGW FL�DLIC,1-1T5 . k 51NGt,E ALE trrF-: S�-41T6W 3 W AY L_ ITS Ilp. V DuPI-EX r�Nv'LGn1lEFJL� QVTLE"f' LJY=W�TLaE�PROOF� CIF � G�UND FUS�� 110V-""ITGUcP 12UI'r.-11-X GuTL£T �z Z20V OUFLEX GONUENiE►dG� OtIT1.Ef �, fip y +fsr00� �E-�;s E:TI►GI.E ' �L�.G'rrLIG Mt?rOQ Q TELi✓PLtGN ptJfLEf �x 4"Got "ASK U &&x1a0 W, WM FLOOR RLAN W re 3 BEDROOM) 3 BATH ( Q 0 � O oD ('} LL 0 u- I �9 U LL1 d W � o Q W Q m Q W Z ° W 0 o W lUN I— i1J 0 Lo W W V u CE I U � m W 0 Q U °z l U O SH EET A-1 OF 2 P r - q rc a S: _ s k ' . � e� e r , I I� i - } SP k 4 �t z a <,i f.: �� rr 11 j - 1� k1j, M G� I # II 4 pp Lrc,' I � I I-~ Y gg Y, a .II 4 f N w s k,e a, �� �• it irt 4 4i. 6 v .y 9 I b - I � i r � i I I k I FIN 15N F L r i + 4 I d s ; Dat'Z 5TU G G G —�-� , I :CA Ix{2 rKlezE RIGHT SIDE ELEVATION 1/4"= I V f. F3ENGH f X 4 PO_'�rrf W I *-L- UM 'izIM REAR ELEVATION QUOIN SITE L DATE r r- � ID. } �'t cc° "t , + i Chairmarr TnTel @a,� ti / IXIL FBI I FRONT ELEVATION 3 BEDROOM, 3 BATH ram. J K ifa k - y p , ,s IA EzE (� Q m UJ0 LL v O(D LL1 r m •J W � � o U � w t- ° Q 0 W m Q W co 8 z W 0 ° w i- W a) w °C W VU F co J m m 0 V U 'm C W 0 f9 (7�LJ r U O ^ V U 0 o cu v, U SH EET A-2 O F 2 i