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HomeMy WebLinkAboutCONSTRUCTION PLANSECTION 27 SECTION 34 INDIRN RIVER va�a 0 °k QA 22� I P®90 ry 40 �opd N ryM 2 ;u O q g 220 v- 30 R - WP-CF1 marine duty, Water- Q M proof utility outlet at and of dock $ i Provide I marine duty 11mht / 14 I.f, of dock N 20 38'29'E 2.59' N5i )4{4A 4-` data'il band - rldpo cap tawardr rarldunce "H" block hundar, fill tap cnursa w/ cone. & -W5 cunt. X5 dowel to fte. B' detail hand an stucco slops away from biilidins o- Submersed Land Dead Book 221, Paso 330 r� ry ,I I 6e 5� �9•E ` \ \ \ N 5 \\ \ \ e ek \ \yam\ tj i' -4 O Moen H196 Water Line N.G.V-D- olay. - 0.76' par plat Existine shoralina at date of survey Wall Section Scale 3/4•" - 1' 0" Ah. k �O k it oOr Pan raPera a Parm stop valve UNPLRTTED �_ Post light on top of each post, install non-corosive elec. j.b. / only wl stub. conduit. Owner to install light fixture & wire (TTP,) A 5 89 59' 09' E 212. 22' 0, sPr �cd Rseco e I I I , I / & box I : , ' olar motor. i S raTc RD. piQ MIST fJ4Sk ��'r'r'"7YL� 1 Nate- leave ❑panine beneath wall for utilit actors - 6" x 1'4" Poured beam atnov a ❑panine w/ (4•) 05 cant. & x3 ties at 12" i CUCJl71NL!-.5'NE'C(_ �C LL; 5'ErT1O/l A,,4 kJL> ' -7'�P S C,a L- f_- '6 Wc,Le I ' �--rl r_— . ,—• err l: r �Q�S.176'Ellc�l / v �� 96 VRCRNT k l { i� a radius 20' remove shauldia L Ca t Borden / G 1 r L WWII reptic tank &''drainfield -+ ,!_�_____-__________y_____________________ tJ 10- setback tY _____________ ____________________._.=s.-____. 'F motor & water service shut-off `,� _......—_--- -------------------------.._ _- ----- --------f----_..Vo ------------------------- ------ _ _ jh ------ ---- ---------- ---- - to else- t�l., CRTV -� -�,,� -,y service Po14a clac., tel & CRTV u.s. y' 11 Benchmark PK & Disk Elov. - 5.40 N.G.V-D. 9 ;h exirtins A erades i� h y Do 1 --------------------------- ------------- 10' setback Past Itehts (typivl) `I Q wP/efi +I-b. \ '+ ` for mint. onto \ ntercom Fountain - son arch. station mint. details on She R-7 ` ,} + \ �; -� automatic „ ratline sate �w Scale 1" - 16' Boundary and toPneraphic data from survey bH South Florida Professional Land Survayorr - Job a 93-20S, dated 6/16/93, rienod by Terry McDevitt PLS +r 4557 Davolopad city area - approximately 22500 SF. Rt 1 rhado tree / 250D s.f. of developed site area 9 additional rhaidu trees will be roquirad. lansth varies Tgpica� Straight Section F- Mvacaq WaH 16' x 16' cunt. pilapter block w/ (4) +5 vart. w/ +3 tips at 12' o.c . - Cost cancratar cap as shown laneth varies Typica. Curved End Section Typical wall alavetions above - laneth of scale 1/5" - 1' o" suctions vary - build wall sections to laneth par Site Plan on i o CL of lot -- (verify) VRCRNT LOT 2 LOT 3 Propogud 6' CBS privacy wall 6' (typ.) CL of lot ---------------- (verify) -:)nl (ty P.) 7,3) r� 9 3 " 06 16 These drewines as Instruments of servlca are tho property of the architect whathor the praluct for which they arm prepared be ST. LUCIE COUNTY excecuted or not. They shell not be used for BUILDING DIVISION other Projects except by written sersoment. ° P621, ]"Ep Nov +� ��I.� :Vl Copmrieht 1993 a a,..N FRr OR COMPLIANC Rlihrie M. preserved ht REVIEWI; D BY I DATE__, PLANS AND PERMIT7� MUST 6E KEPT ON JOI3 OR �•0 4 Qcc I (�clx-� • �E/9�3or I --------------- I I I ' I I F5 F3 F3 ------------------------ I ' F2 14-" x 14-" x 3 1/2" recess in slab for column bas QplatH 1 I I 1 1 4-" conc. slab w/ "Fiber -mush" reinforcing & 66x1D10 wwm over .006" Polyethylene vapor barrier on compacted, trsatud clean sand fill exp. joint f- 0 1 I 1 , F5 , I I I 1 I I F5 drop slab 1 1/2 T cldPH 2" 1 xp. joint ------------- I , F3 F5 recess 3 1/2" F3 for shower I 1 J 1 1 1 7" stop exp- joint — 3 1/2" drop _ r----- '--- • 1 1 i i i 1 F10 4" conc. slab — slops 1" exp. joint 1 F5 F5 1 1 ; 1 1 , 1 I I , 1 , 1 I 7" droP u1 lu IL 0 m ' I I I , I I , I I I I I F3 F�51--i I 1 , 'l0tx. // /. ti r�*l�%���1 E 1 1 hr 11 sa�r' provide flat bearing F3 I surface 12" below i m in finish floor garage F5__- __ recess for door (t9p) �R II - -- ----- -- _- -- _ -- - F6 '` e — Pvc drain / --------------- / exp. 2Rat6" I joint 1 T at 12" I 1 i slope 1 1/2"7/777,77 I `\ FB I ' 1 ' 1 L�GJuJ� Lo.I(lli��� ��r� Vv J u '\ �: � �8 L,1�' J MARK— Type S¢E — DEPTH REINFORCING __ TOP ELEV. F-1 F-2 integral integral ' 0" 5 x 6' 0" 2' 0" 17 #5 Bottom each way 0' 0" _ O" x 5_ 0" 2' 0" 6 #5 Bottom each way 0" F-3 F-4 integral �4' O" x 4' 0" 2' 0" 4 #5 Bottom each way _0' 0' 0" integral 3' 0" x length 2' 0" 3 #5 cent. - see Sections F-5 Integral 2' 0" x length 2' 0" i3 #5 Cont. see Sections 0' o" F-6 spread 4' 0" x 4' 0" 2' 0" i5 #5 Bottom each way (-)2' 0" F-7 integral meral 10" x length 1 1' 0" 12 #5 cont bottom 0' 0" F-8 9 4' 0" x length 1 9 2 0 " 5 #5 cont & #5 across Q 1 6 bottom 0 0 " F-9 ilntegfdl r -- 3' 0" - " 6' 0" x x length1' — 6' 0" 2' 0" 0" 3 #5 7 #5 cont. & Bottom #5 across Q each way 1' 6" bottom (-)2' 0" varies --- F-10 ;integral inlet-rou detail F®undialiur P0E1n sale 1/"' = 1' 0" Dek.o E3 ❑GGCr{PtlO rl F] 2ai®ns John ail_ F ®s$pr PI—EkiLLCL - P_P- 1699 Jensen Beach BouleVard Suite 202 Jenson Beach, Florida 3+957 (4-07) 334--3388 B7B-5111 tlember - f4nertcan Institute of F-chitects f:9e9idenC:e For - Mr. &firs_ Anthony Improta Lot 1, R119ood Subdivision Plat Book 32, Pa9e 2 St. Lucie County , Florida FounliAz($ion Phan Commission 16-93 pate 7/14-/93 Sheet H — of These drawings as instruments of service are the Property of the architect whether the Project for which they are Prepared be excecutsd or not. They shall not he used for ❑ther Projects except by written agreement. copyrfght o 1993 PRINTED NOV 03 't John M. Foster, Rrchitect, P.R. Rif rights reserved 1 } n a I 2' 0" }' 0^ 1 16 0" 2' 0' 1 4-' 4" 2' 0-1 B' 0- 0 C4 O C6 C7 Oy — O C7 He 1111111111111112-1 He m rN -- --- V�Pr & s�- ---------Bat161 0----- } �^ 5 6" 7' 0 13°I 5'6 i 4 " 14- b ry Bedroom 2 f 3�+1 0" 4 B 3 �" 2 4•' w2 --------------------- - - � t. wall m - 16' 0 " R , a " --I TE R/C comp. m 27' 4-" ------------------------------------- _-_ _Owen Inv 15 1 o rn 13 ---- -- 13 1 S -La La�- 5 G6 5 �� Cl05at C5 I ; -- --- -- Bedroom 3 �' f MC MC ; C9 Garage I 11 Hall Of , f _ d- - OH cab ry ' 1 I ' I d ' m Family 1 8 " "' 274- _ 0 0 fV ; fV \ C2 ;' G fC4Lit in 7' 0 3' 6" 7' 4 " I + m Screened =f- Porch M D/W 1r6 IC 12' 4-' 2+' da I open un i Kitche ranee; 25' 10" Plaster Bedroom II L'lllllllllllllilllllll:�lllllllllllll O m I is, e° ' .c ♦ . 't7 it j 16 n WH w/"nux. 7' stap �x pan & dre►in , ♦ m 1, a• to ' 12 Utility ; i j2' 16 7' 4 " 5'4 ° } 4•' 6'0" 2' 11' 1'6' 9' 0 ' 1'6": 9' 1) 11'6" 2'0' ! 8 ' l a I , �racassed � I I , I Cl. ; ironins hoar I I 1 16 11 Shop I I i ` HB ; ' H o♦♦ 1 I x r&sue 10 ..lC41. , m / i C— --is-z----te" O ce -- C8 }C8 -n ---- --- - - ------- --- - ------ --------- ---- -- --- -- \�... Ln rfs. C8 C1 , , I , ,.____ paver block wall Lo , 7' 0" only ck - I ---- O der ,.. I n O I , ♦ rlLlLj oyer ___ 6taP '-- -' --- •� 1 _ in drive / bar t❑ --- L / C8 Ct 1 Dining Living I in I � j IN m / C3 /2'0 O ----- - o / in R \ R H u } O C4 ti.IOn ♦ ♦ d61. rod — — shr ---. f1C seat o 10 Closet h C fn - i 1 or i o 7 - I } a thY ♦♦ _ w/o6soGra ° ♦� til `- - - - - - - �<;-- -, , less f = � f -r ♦ _ +H8 EU 55' 4-" drive 17 lei - Garden Closet - - 4- - I C4' m ' N , , N m in flhlii�it�7 AREA FLOOR 'BASE I WALLS CEILING REMARKS Fntry NS Cer. Tile Stucco :Stucco :Stucco Foyer Cer. Tile !Cer. Tile :D/W ID/W LivingCer Tile :Cer. Tile D/W D/W Dining ;Cer Tile Cer Tile D/W �D/W Kitchen 'Cer. Tile iCer. Tile D/W D/W Master Bedroom Carpet !Wood ID/W 'D/W Master Bath Car. Tile Car. Tile !Car Tile ID/W Note 1 Tub Area Car. Tile Car, Tile iCer. Tile ICer. Tile Shower ICar. Tile [Car. Tile (iCer. Tile Cer. Tile Toilet iCer. Tile iCer. Tile ICer. Tile ID/W Note 2 Closets (Carpet (Wood ID/W !D/W Cabana Car. Tile Car. Tile ICer Tile D/W Cabana Closet CCar. Tile Cer. Tile ID/W D/W Cabana Shower Car. Tile Car Tile !Car. Tile Tile Screened Porch iCar. Tile Tile iD/W iCer Stucco Family ICer. Car. Tile iCer. Tile ID/W iD/W Pantry iCar, Tile iCer. Tile D/W Hall Car. Tile Car Tile ID/W D/W iD/W Bedroom 2 Carpet Wood ID/W D/W Bedroom 3 Carpet Wood ID/W ID/W Closets Carpet 'Wood ID/W iD/W Bath Car Tile!,Car. Tile ICer. Tile D/W Utility Car Tile ICer. Tile ID/W D/W INote 3 Garage (Sealed ConcWood ID/W D/W Note 1 Ceramic tile wainscot to 3 (Note 2 Ceramic tile wainscot to 4' .Note 3 Ceramic the wainscot behind washer/dryer to 4'-- v,!L SrZJn6S, V1 IS MARK Type S¢E Y REINFORCING Ties Remarks _ -- - C 1 concrete 18" x 16 - t 4 #7 #3 12 C-2 concrete ---_ 16" x 16" -r— 4 #7 #3 Q 12" C-3 concrete 8" x 8" 4 #5 #2 ® 12 C-4 masonry 8" x length #5 Q 8" Dur-O-wall @ 8 Notes 1 & 2 C-5 masonry 8" x length #5 ®8" Dur-O-wall 0 80 Note 1 C-6 reinf cell 8" x 8" 1 #5 Dur-O-wall @ 8 Note 1 C-7 concrete 8" x length 6 #5 (2) #3 ® 12' Note 1 C-8 concrete 18" x 20"-4 #7 #3 @ 12" Note 3 C-9 steel 4" x 6" x 1/4" N/A N/A ! Note 4 W-1 masonry wall 6' 0" high #5 a 2' o.c. Dur-O-wall ® 8" Notes 1 & 5 J W-2 retaining wall 2' 0" high #5 ®2' o.c. Dur O-wall 0 8" Notes 1 & 5 Note 1 ,r Provide #5 dowels to footing at each reinforced cell r Note 2 Provide preformed - — -- Dur-O-Wall 90 degree corner ties T Note 3 12" prolect)on from -t ---- ----r- .-----..._. wall Note 4 Provide 12" 12" j T,#MW -- -- -- — - x x asap ate - Note 5: (Fill all cells, reinforce per schedule co�ow WadU co Notes divided lite Mark Type Fixed Size 2' dia. A B Single Hung arch head 4'0" x Woo C Single Hung arch head 4'0" x 5'0" D Door tidelite 1'0" x 8'0" fixed faceted glass Single Hung arch head TO" x 4'0" obscure glass F Single Hung arch head 2'0" x 4 0 obscure glass G Single Hung arch head 3'0" x 6'0" H Pass through kitchen window 6'0" x 4'0" flush track - Fountain - see '�;tailr.-Sheet R-7 Phan scale 1/4 " = 1' 0" , Rrea Square Feet O I ! O C4 © ! W1 f Garage 558 u R/C Livine 2986 to Total unclosed area 354'4- offmm El ill 1 21' 8" 12'0" 1 2' 8' C6 10' 0" 1 Screened par -CH 556 25' 0" Bu Occ cription ff�s;avisioros John M_ Foster PrCki1 _PEt - P_P_ 1B99 Jensen Beach Boulevard Suite 202 Jensen Beach, Florida 34-957 (4-07) 33'+-338B B78-5111 Member - 14nerican lnstltute of Firhitects Residence for - Mr. & Mrs. Whony Improfa Lat 1, Rllsoad Subdivision Plat Book 32, Pa9e 2 H. LUCi2 County , Florida Floor PI ean Commission 16 -93 L)ate 7/14-/93 Sheet R — 2 of 7 Thmsa drawinsc as Instruments of aervica arm tha Property of the architect whethar Eke Project for which they aria prepared ba excacuted or not. That' shall not be usmd for other prolactia oxcmpt by wrltten asremment. Copurisht © 1993 �� ® P ®`] John M. Foctar, Rrchi ec RII rishts rmserved A. ,V Wit, E Barden wall Al- 10, cmiline line jgF - - - ---------- ---- -- ------ - ==-= ------- -- LJ' ----- ---- West E12vation Scale 1P4-" ® I, D'. East E12Vation Scale I/+- — 1, 0- T7 F =-T---F- I E= E-1 =-- Concrete Olu roof wood fascia stucco on CHS raised stucco band Baroag Fim!sH floor 2xistina erada DOLO By 000mripLiam Ga v 1 !3 14:3 C-1 tas John N- Foster P-R- 1B99 Jonguri BuiscH Boulevard Suite 202 Jensen BuacH, Florida 34-957 (+07) 33+ -3386 E378-5111 Member - 14nerican Institute oF)9Thjtects Residence for Mr- & Mrs. Anthony Improla St. Lucie County . Florida E I e x/ ea t i (:) n!!5 Commission 16-93 u.L. 7/1+/93 Sheet RU - 3 of 7 THQr.m drawinse or 1n&trurnQn[r of rerVILD are the property of the oFckftori wHathar the Project for which thug are Prepared be exrecuLQd or not. TkQ9 shall not be used for atkur Prolectr except bg written aeraemunL. LOPgFIBHt 0 1993 ..Jv 0 3 N3 John M. Foster; Rrc .,EtIVXD Ril HsHtr reuer\wd sF;iu;l w� v L 4" 9a { S Y � n j 3 I t4 i - q 4 ^ M) Lit North I I 2 Va t i o i t Scal. 1/+" = 1' 0" A k I I'I R. YR N ° �1i111 w 16 I I r I O(D ------------------------- Scale 1/+" = 1{ 0" gY� , w � as I�r'kj f p. �tl n �ffikljjj x ia� k T. W "p, i. c" r �I100p 1 I11� ,i,i j } �uYu,J1Ili FA j ly. 1 I � -- _�_ I _. - - - i ---------- ----------------------- ---- ---- --- III1 �II�III{II Dos -a By ❑aGCriptiol'l Fi4a-,/its ll®RV3 John M- Foster Rcchitect - P_R- 1899 Jensen Beach Boulevard Suite 202 Jensen Bach, Florida 3+957 ('+07) 33'+-33BB 87B-5111 Member — F9nerican Institute of Frchitects Residence for - Mr. & Mrs. Rnlhony Improta Lot 1, Rllsood Subdivision Plat Book 32, Pase 2 St. Lucie County , Florida Commission 16-93 Oat. Sheet R] — 4 ®f These drawings as instruments of service are the Property of the architect whether the project far which they are prepared be excecuted or not. They shall not be used for "i other projects except by written aareement. Copyrieht 1995 TRED NOV 031 John M. Faster, Rrc itec , R11 riehts reserved -------------------------- -------- -------------r------1-------r-------r-------r-------r------i-------r-------r-------r-------r------1-------r-------r------r------- T------- r------T------ T-Y----r------- r------- 1------- I -------- r------- r------- r------- I -------I ------- 'T------ r------- r------- r------r------- ------- r------- r------- r------J' N N i r r 1 I I — i I — I i I I B2 ,,_ , eirdar truss w in L L L m w u L yA L -13 L I I I I I m ------------------------------------- u 13 d � i N I i w 01 w 3 m L 1 ❑ L . C m N ❑ -C pwj . ❑ Wo d tru cos i t 2' o.c. a 1A -- -L ?— w -13 C a L uo a — m❑ ------ > ❑ s a � 4 < q B4 L o 2/12 cciline pitch ' N B4" w w La III L ❑ 41w 4 7 L o w w, eirdar truss uw v] L L ? m--------------- mo ❑ trusses at 2' 0" o. . iA /Y /A ww A °/i :Ims . L �j �S L S Ev L m i w w ] L L a v L m Ax A ---------------------------------- B1p. tie beam all around) 1 d Deto By Doccrlption N-"li ifS iIT L CD G78 u u RF-EkitLCt — P_R_ 1B 99 Jensen Bwach Boulevard Suite 202 Janson Beach, Florida 34-957 (4-07) 33'+-33BB 67B-5111 Member - Qmerlcan Institute of 14-ch2ects I it°g bs R25id2nC2 For [i Y r,U kl . ... Mr. & Mrs. Anthony Improla I Lot 1, Rllsood Subdivision Plat Book 32, Pase 2 � FrEIMMB ��St_ LucieCounty ,Florida Roof Framina Plan MARK Type SIZE I B-1 i concrete 8" x 16" B-2 concrete 8" x 17' min. B-3 concrete 1'4" x 1'2" Q-4 concrete 8" x 24" Commission 16-93 Date ?/14-/93 Sheet — of 7 REINFORCING--- Ties ; Remarks --the Theca drawings as instruments of survico arc the property of the architect whether project for which they arc prepared he excecuted or not. They shall not he used for other projects except bu written agreement. C❑pyrieht ©1993 P r �T D "y 0 3 John M. Foster, Rrch ec P. RII rights reserved 4 #5 #3 @ 24" 6 #7 #3 @ 12" arch beam — 6 #7 — #3 @ 12" - entry beam -- ------- -- - #6 @ 5" (2) #3 @ 12" u r (2) S/ST ETRT 22 Hurricane strap at each truss w/ 30,v felt seat 8" x 2'6" cone. bm. w/ (6) 05 cant. w/ (2) ties at 12" o.r- -- 5 1/2" steps w/ 4-" 3000 psi conc- slab, 03's where shown, 03 temp. steel at 12" o.c . 1/2" sxp. it truss haneers - c by Lrusr snaineer civen mono rm i i beyond —( A)— (Enir-ag. See$l®o� Scale 3/4-" - 1' 0" double diagonal 2x4• bracing at 2 o.c. strap Beth intersection w/ S/�T H7 I 5/5T H7 anchor at each Lrrucc support I; ciccors truss 2/12 bot. pitch R-30 fiber - Bless ins. 5/5T H10 plate anchor at Bark rump❑rt bottom card of truer S/ST SP2 anchor at sarh trrucc support 8" x 2' 2" arch boom w/ (6) �5 cant. and dbl. 03 Liar. at 8" ❑.c. 2x4• rLudc at 1' 4-" ❑.c. solid blockine at 1/3 points dbl plate w/ 5/5T SP2 anchor and 1/2" x 8" anchor bolts at 2' 0" a.c. B12ar ing 11 aH R — 6 Srels 3/Li" - 1' 0" VIM p a�Cl 11yi iel7 !tir 1 4 �r-p rL f�kZW, yyl. F� I l ti, r a U ,' ',�d�i r'Il�I VI'� * >➢Ir a1T y "' i�,"; w"". I' rrC r'. ,.Y`' I Vg I §i�A il� 1�� i 0 `aG •� V � l�l 411 ra r171 rpippn 3i `f!n• t hl vC -a� klw, .i g', �16w i d;pF o"I"u rr�l °},��, pq tWiRAI 14 ., r.N pre-anaineersd r 1 1 wood trurrer w/min. m 1, 2 x F top & bottom cords aL 2 0" a.1: �I - Siam � 12 pl f irl l�ki 11 ^rr 117 6 � insulation barrier ------------------ R-30 fiber - Blass ins. n ri I rl n 1/2' 0/W cla. on aely. stMai furring channels et 8' o.c. x B83i' eB ode plyrood toff it "Wrovida 2' Wide vinyl vvoGnt strip ell around and 1 x 3 Cq27 SYA f If "Qfi-ot 2' ox- stud/plate ancHorc at MUCH support 8"x 16" corr. tie boom w/ (4•) 05 cant. & 03 ties at 24-" a.c. rant. col. beyond alum. frame screenins 05 Vert- steel w/ hook at Lop where rhown an plan 1/2" D/W on ix2 PT furrine aL 16" ❑.c. w/ 3/4-' foam boar insulation between 8" x 8" x IS" conc. blacks in half running bond w/ Balv. "Dur-O-Wall truer — ties et ovary other r❑urse wood base 4-" 3000 psi cant. slab w/ 66x1010 wwm over .006" poly vapor barier on tronted, cam- pactod clown rand \, GIOPG 2' � fill fib --------------------------- i i i heyvnd / i Porch 5eC$i®n R —6 Scale 3/4-" e 1' 0" ii r r- e p ' `' e _ // .i, i• +v r 3/4-" CDX plyood sheathing w/ 16d 881V,nallr at 4-" o.c. within 2' of adeer or rides, 6" a.c. elsewhere. Irt sheet at saver, ridges or hips shall be sot w/ "PL-500" construction adherivo (2) S/ST ETRT 22 hurricane strap at sack truss w/ 300 felt rent 2 x 6 soffit support w/ (1) 1/2" SS balt and washers at each truss rapper drip odes PT 1x4- trim 2x4- sub-farria 2x8 RS coder fasris 5/8" ext. erode plywood soffit provide 2" wide vinyl vent strip all around and 1 x 3 RS cedar battens at 2' o.c. S 1/2" detail band on stucco send finirH stucco over cony, block 4-" detail band - slope cap Lowards reridonce "H" block header, / fill tap course w/ / conc- & Je5 cant. A5 dowel Ell / B' deettaiai l 1 bend on stucco slope away building from -- finish floor Scale 3!4" 1' 0" R-6 Scale 3/4-" s 1' 0" L y u s a a a L a W1 M L N 3 a a m a L U ❑ u a C o .J L c y tie _ ❑. C u a a L E g T L j u L a N L a a a N - u u o_C~ N u M II a ra ❑ N L L L L C N ..a a s L L � ❑ y ❑ u a N a ❑ L al L U ❑ .+a U_ le L L -C .J 'n a ❑ +a o. mc- 1 a s L N -.+ a u L L L m S C a a a a a S L a 1 S L S X x H m .+a a N a❑ Cr U Cr Residence for I Data By Doccrip♦_1on Mr- & Mrs. Anthony Improta John N F® vier St. Lucie County, Florida Rr chitect - P_R_ 1699 Jensen Beach Boulevard Wall Sections S u i L a 202 Jansen Beach, Florida 34-957 (4-07) 334--3388 876-Slll Commission 16-93 Date 7/14/93 Member - Pmerlcan h5t2ute of Q-rhitects Sheol A- 6 of % PRINTED I- Q u a i 4k r Fountain Ran scale 3/4-" = 1' 0" Fountain H eva Lion scale 3/+" = 1' 0" valve box w/ 3' PVC Onto valvr. ------ V `7-------------------- Lit (2) -v4-'s all around 8" 3000 psi cons. w/ "Fihermech" �/ wall w/-v4-'s at 10" / O.C. both ways 12" x 1LI" fts. w// (3) 04- cant. wl ----------------= 1 I CL Fountain ceramic the at waterline spray rins - inside drop 1R' ....F e. le..el - tee♦• .../ I. interior of fountain - slope bottom to drain Fountain Section scale 3/4-" = 1' 0" 010" finish floor �B 2' He1a.inin R-7 L ' L g ❑ C u l o r j N OL d N La 1 D L L ❑ m a m Cr +� L c U m = L E L m u ❑ m N L g 1 T DI c 1 i a u LM Ql > y ',3— N L 0 L L L C m ❑ c 01. �.- L N � N d © N N a ❑ ti ❑ M a c L L a a L 1 n s L❑ N a u L L m T C L d a w a u d s a s 4- .L. -C X n t❑1tiT "H" block heador, fill top course w/ cons. & 45 cunt. B" detail band - slape cap towards residence 05 dowel to fts. Est 16" o_c. - fill all cells finial, grade Wall Section Scale 3/4-" ® it 0" Deto IBy Iooa�ription F$amviisiions John ill- Foste -- RF-EkiteE:t - PP. 1899 Jensen Beach Boulevard Suite 202 Jensen Beach, Florida 3'+957 ('+07) 334---3388 878-5111 Member - Rmerlcan Mstltute of Rrchaects Residenr-2 for 1 Mr. & Mrs- Anthony Improta St. LuCi6 County, Florida Fc)u Bain ®ebail s Commission 16-93 Date 7/14/93 Sheet R— 7 of 7 • ^u Q i q H E-- �I 247 07-1 O F SUPPLY AIR UNIT SCHEDULE AHU NO. MANUFACTURE MODEL NO. CAPACITY SUPPLY FAN HEAT KW ELECTRIC RED. TTL SENS CFM HP V/PKICY 1 Trane TWV0188 15.1 10.1 515 1/4 5 24G(I/dO 2 Trace TWV042B 37,1 1 28.2 1375 1/3 7.5 240/1/60 ;g 1� 1 C Frl REFRI Co EXA N'fS (Z x 10 i CoNDfiNSATE Ib)4tJ , j CfM � , I I i I Zox I Z SiiPPLY I Alit UP � I � I � CFM i I I � I I I — 14xio I I I ANu I ------ `----� i r Z ACrESS rAlu EL 14X10 O I Zoo I "0 CFM ter___________ ZS--------- - --------- ---------- I y ' --------------- 17 i GFCF� 7xG YYY••• -r-- 8K� ZONE I .— ZONE. Z I i40 y A�CFM 13K(P ; F" -- -------------------------------I j6 CFM7= •,` LIr)e 8 ------ I(aX49 1!EtJt[N I AIR UP On T 195 F CF� •— I 14xe, SUPPLY AIK LIF rFf�. oECANT`- CON -014 j7oWN -D6N5E+iE I ' C CFr� ----------------------- (cx4 414A r 6� 6xS 65 &0� 7xlo 6a O M C Cord — ,, 4„ G C F A 140 ----- 0------ i-- —> ___________________ �• ----------------------------------------- I CONDENSING UNIT SCHEDULE SYS N0. CU.NO. MODEL NO. COMPRESSOR COND.FAN ELEC.REO. HSPF SEER REMAR.3 N0. FIAjEA) NO. HP(EA) V/PWCY 1 1 Trane TWRO12C 1 6.0 1 1/15 240/1/60 6.80 10.0 2 2 Trans, TWRO36C 1 16 1 1/5 24(Y1/60 7.15 10.3 ------ , I � I I � _______________________________________________.. _________-______-_____________ � l � F�P LIQUID UNE SUCTION LINE 1 SUCTION LINE INSULATION SLAB SEAL BOTH ENDS OF PVC o;':a. • . \ fiYTY'aa'YaT1fa GRAVEL. ` PVC PLASTIC PIPE NOT LESS THAN TWICE THE SUCTION LINE INSULAT70N DIA. MIN.4'(100 MM) REFRIGERANT LINE BELOW GRADE DETAIL N.r.S. �xHAe LT FAN LJ u'rON E &T- CO. 4"m fA0AUbT pmer TO W P' exmAu r GR1i-L.6 W/ INsEUT SCREEN IN 6oFFIL (iYP OF Z ) FAN GUARD COIL CONCRETE PAD OPPOS UWPE FRAMING DRYWALL COL/N CEII MR CEILING DIFFUSER DETAIL N.T.s. m GRILLE AND DIFFUSER SCHEDULE DESIGNATION MODEL NUMBER SIZE DIRECTION TYPE FINISH ACCESSORIES A Titus Model TDC-AA Border Type 1 6 x 9 63 Supply Paint to match OBD AG-95 adjacent sudace B Taus Model TDC-AA Border Type 1 6 x 6 A3.2 Supply Paint to match Round Neck adjacent surface OBO AG-95 C Titus Model TDC-AA Border Type 1 6 x 6 St Supply Paint to match Round Neck adjacent surface OBD AG-95 D Titus Model TDC-AA Border Type 1 6 x 6 S2 Supply Paint to match Round Neck adjacent surface OBD AG-95 E Trtus Model TDC-AA Border Type 1 6 x 6 A4 Supply Paint to match OBD AG-95 • adjacent surface F Tors Model TDC-AA Border Type 1 12 x 6 Bt Supply Paint to match OBD AG-95 adjacent surface G Titus Model TDC-AA Border Type 1 12 x 6 C2 Supply Paint to match DOD AG-95 adjacent surface dace H Titus Model MC -AA Border Type 1 12 x 6 B3 Suppp a wWch U�v AG-95 adiacera sJ1ab.A1 I I Tens Model 3F 30 x 12 Return Paint to match ... adjacent surface J Titus Model 3F 36 x 24 Return Paint to match adjacent surface RETURP AIR DL REFRIGERANT TO CONDENSI� UNIT FLEXISLE CONNECAI INSULATE( CONOENSA TO EYTER INSULATE, AIR PLEN_._ _ ......_ SUPPORT CONDENSING LJWT REFRIGERANT GUAGE CONNECr10N / UPRESSOR ACCESS PANEL BACK -SEATED REFRIGERANT VANE \ REPRICFAWT SUCTION LINE COIW7EMsoR COIL --' \ \ . , w/Na"DON \ STCHr GLASS WITH \ � MOISTURE INDICATOR RE}ItIGERANT :,QUID LINE CONDUIT-P011i AND CONTROL AIR-COOL M CONM4SM UNIT SLAB AA XNTED N.r s. SUPPLY AIR DUCT HEATER CIRCUIT BREAKER LOCATION ELECTRICAL CONTROL WIRING ELECTRICAL POWER SUPPLY COIL MODULE FILTER RACK EM DRAUN PAW WITH DISCHARGE VER77CAL A.HU. DETAIL N.T.S. O O O O /L--� / 1 / 1 ( I FAY I MODULE �5 I i I I I I I I I I RIGHT SIDE VIEW pptB 6y Or,ccriP E.lon F:1 a%./i23iC3 ns Foster- -chite�t - P_A_ 1699 Jensen BaaE:H Boulevard Suite 202 Jansen BeacH, Florida 34-957 (4-07) 334 —33BB B7B-5111 Member — Pmerican institute of 14,chitects R25id2rIC2 for fir_ & firs. Anthony Improta Lot 1, Rllsood Subdivision Plat Book 32, Pa9e 2 St- Lul-ie County ,Florida Air Conditioning Plan Commission 16 -93 Date Sheet R/ C 1 of I Thecc drewlnec as inrarumentl: of corvice are the property of t110 archltcct whether the project for which that' are Prepared he axcocuted or net. They shall not be ursid for other Projcctc oxcapk 6y written aereoment. ,lohn M. Fosker, Aruwchlt\\ct, All rlehtc rol-vii _i ;it® Plan For 12 le 0 undoreround sorvice for FP&L, Tel & CRTV __ _________-____----- :_ ~ -_- PANEL% A MAINS, ❑M. L.O. `MAIN DR TYPE, SO •'D " or ITE BUS RATING, 20.E A MOUNTING, RIECESS L7 SURFACE VOLTAGE, 12�Ti<> KT, r.KT O - AMP`' DESCRIPTION NO, POUTAMPS DESCRIPTION 17--� KFGPT S 2 1 2p KEcPT S 3 4 6 7 8 9 ,.Il„rtI L2 10 a v FFCCYfR ' 1 I 1 Z %'o YE2 12 2 «' I-In•rr.v- i •nT1 It 17 1 - - 14 -1 _5 50 Ttz t'A'rr k 2 16 5PA�F_ - ✓II la 2 LIb il.j" 1641-r-1O C� 21 r-. PEE' 22 A .2 90 SPA P•R�2a- 111 So Ar111 r 1 30 2 so Ay10 Oi 32__!5 C.J. " I 34 t So .0 36 >rArE 39 1Zo, 40 41 42 PANEL: 6 MAINS, ❑M.L.O. MAIN BR TYPE, SQ. " D " or ITE BUS RATING, 200 A MOUNTING, )Y.RIECESS 17 SURFACE VOLTAGE, KT. p '0 Lff, AMPS DESCRIPTION - CKT NO. POUS AMPS OESCRI FIT ON 2 VvrFfI,J6 2 1 2 L1G�-rIJv. 3 4 S 6 7 B 9 1� 10 11 FLFL r T•4. 12 Vcr P'r" 13 14 15 16 17 a 1 i 20 21 L/SSIL fA,1S 22 e PISr':rA 23 D,-1. 24 So .pYE1J 25 2 ya P.ArI6E 26 _. 27 2e 1 20 12EF• 29 I 2V Q.fi.f. 30 C 31 /re r.g I 32 33 34 35 36 37 3a 39 40 y 2 r o*jr-L PANEL „A •, II � „ O�I)•d2/u Irl 4241R4. 42G[4 2" GvrJp. �� N1,ANJ K 6RKK A-V Ar4P 171�- E L.E ,�.11011 A i A16 ♦ I Ak #2 i owco By Occcripcion F14;3visic3nm John H_ Foster Rr-Ehitect - P_R_ 1899 Jenson Beach Boulevard Suite 2D2 Jensen Beach, Florida 3+957 (+D7) 334--336B 878-5111 t lember - Pwr[can Institute of Qrr&tects Residenne far 1 Mr. & Mrs_ Rnlhony Improfa Lot it Flllsood Subdivision Plat Book 32, Page 2 St. Lucie County , Florida Electrical Plan Commission 16-93 Date 7/1+/93 Sheet E — 1 a I These drawings as instruments of service are the Property of the architect whether the project for which they are Prepared be excecuted or not. That' shall not he used for other Projects except 6y wrltten asreement. John M_ t Q 1993 y I F® 03 John M_ Foster, Rrchi ec RIl rlehts reserved mi TRUSSES AT 24" O.C. SPACING EXCEPT AS NOTED to N E r�nrr l ■I e :�i4 Any party who cuts or damages a truss shall be responsible for the cost of the required engineering design and repair of the truss. No back charges will be honored unless approved in writing by an officer of St. Lucie Truss Corp. Truss loads are designed from the bearing points up when erected in a straight and plumb position. Field bracing is not the responsibility of the truss fabricator, designer or plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection and for permanent bracing which may be required in specific applications. Refer to HIB-91 and your Truss Engineering Package. This truss layout is for placement of trussed roof com- ponents for those involved in erection. It is not intended to be a substitute for a framing plan which is the responsibility of the building designer of record to provide. It is the responsibility of others than St. Lucie Truss Corp. to provide a suitable area to unload trusses and to provide access and egress to such area. Approval and signing of this layout is necessary before fabrication can begin. Verify spans, pitches, overhangs, loadings, elevations, ceiling and bearing conditions. Your trusses will be built in accordance with this layout. APPROVED APPROVED AS NOTED RESUBMIT SIGNED TITLE SCALE DATE 27 AUG 93 DRAWN BY77 REVISIONS 1.) 2.) 3.) 1 !or nIYM 111' 'I T DATE DATE, DATE DESIGN CRITERIA TOP CHORD LL30# TOP CHORD DL15# BOTTOM CHORD LL Q# BOTTOM CHORD DL10# TOTAL LOAD 55# PSF DURATION FACTOR 33 TYFIGAL. END DETAIU ST LUCIE TRUSS CORP. 10331 Lennard Rd. Pt. St. Lucie Fl. 34952 DESIGN 407 335 3207 LAYOUT WAYNE `p'-i 1�AUc.)E)AUGH Fo r. CUSTOM RESIDENCE M/M ANTHDNY IMPROTA Ty pe. LOT 1, ALLGOOD S/D, HUTCHINSON IS. ST. LUCIE COUNTY, FLA. Owner. Legal JAB # 5t-)31 SHEET I OF I a SHOP F IELD❑ QRIG. [1 OB # �� Sht. I of