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Home My WebLink AboutPLANSA C71I t11V�11 ' LxIG hl y It PHI hl ' III Iv V , r"I 1 LL: xi` ¢, , l I) Il I I sr ,. I p 1 I Y��+r")ru faa,:u f�r. P Im I� ll"y y I 1� Itl�� I R ' Y r Illvi I" 14 r � ;Pr 4 r'ef R cer �r.w:. I II, d I i i I(IY 1 II b ,I, s �p i:r err I �$I I �-''II"�rtl �;III II��II III I r �. I { fl1 I.IiJ�, I I III I I I Wli Y. 4 I ur m" tl�I `I Sr m �1 11 IIth};(I J , my / Q ll lII ( � I �4 r 10100 -J N ' I I I hdmini5tration Builclino� ^" I 5erv(ce Area At1 1 T „I il. or ------- - ----------------------- 1 I 1 I I I 1 I Outdoor Enclosure I I I I I I 1 I I �+------------------------------------------� rVC cordw! ell \ �� electric el'@veep'corror@ 1 I Security 1 Service 1 AreA 1 1 1 r-. _. //! by l (2) 2" rVC corA. v/ All eleotrlcAl r'eweep" corners ,ono. "he"dhole" lntroduction Unit (2)Y rVC cond. from AAminlotrrtlon w/ ell electrlcAl "@weep' corners to Group Houstme cow ,"hAndhole" Group Ho/ug5itle Unit "'Al AA 1-,// t� 11 1 qI G FC Ft l l' 'lick Accc55 THESE PLA,`+S AND' Alll F1210POEEC WORK Al-' E SUBJECT TO ,^'NU CORRECTION.0 RL&VIREO BY FI'LLO INSPECTORS THW PW RE NECESSARY IN ORDER TO COMPLY WITH, PALL Vi LICASLE CODIE �00YoV7/ ST, LUC.E COUNTY eUILDINC DIVISION REVIEWED FOR COM 1.t REVIEWED By 1 DATE PLANS D IT -'_-."- MUST 8? KEPT ON Joe on RO IRSI-CCYION WILL BE MADE FHOs(f Ohe Gyre Gehter CI II 5e-e Gl�i� Wc,. �17E Ian 5calc 1 1D 0 Fi:71'�- DIME0 " s r i _0 a_ L N N N IL IL t m 0 N p � r U t T V aroma m 1 # 0 �4 Z L 0 o q � u L v v e L u O LL ) 7 o LL U C Q N L u S � � � Q ^p T k cx i 11� South ECevatioh Scale 1/4" =1' D" IFEW flill III �. �g. 0, Hip ss 2 i€': 9-- Ea!3t E fvatoh Scale1/4" =1' ., _,. a�in+i nt� W e 5t E evat i o h E `o 4 L 0 L o a U U m U 0 p U_ L m Q ------------- - -------------------------• 1:ElI: I�j1 ' El`J' 1 I I 1 1 0 o 1 1 I 1 I I I I 1 1 1 1 1 I ------------ C • I ' • I a 19 F16 F16 F-20 F16 F19 ; r___---_1 _� 1 I y 1 1 � 1 1 /// ; 1 J 1 I 1 1 I 1 1 1 1 1 I 1 1 , \ 1 1 L ----- _tom.-\\ I \_� oo L _ _-J i _ - o 1 I 1 1 1 I I 1 1 I I 1 1 48" X 4" - 3000 P51 Fibe mesh reinforced cone. - com- _ patted clean sand fill. cast this area at 0' 0" remaining area of floor e to be sloped to drains cast conc. drain box w/ PVC valve wash -out - mount valve at 3' 0" AFF A on wall } � I I Jn I r ---- ____1 1 J 1 I , I _L 1 -------------------------------4 ' 1 1 I 1 i 1 1 ' , I ' , 1 ; 1 1 , I I , 1 ; F-12 ; I , 1 ' 1 I I I 1 F 13 I 6" PVC to sanitary system � 1 I , Outdoor Encfosurc I 1 I 1 1 I I I I I ; I I I 8" x 24" poured cone. w/ (4) #5 cont. wall base oLI- J I � F-17 I -1 I I I I \ 1 I 1 - F-19 1 I -- 1E1 1 I 1 I MMMEi 1 1 1 I F-18 �ounc��-tion 5chedu(e Mark Size Reinforcfng top Ft'g. Elev. Zemarke F-12 1' 0" x 1'0" x L (2) #4's cant, w/ corner bars varrea-see Plan F-13 3' O" x 3' 011 x 1' O" #5's at 8" o.c. both ways, bottom (-) 4' O" 12" x 12" C155 pilaster w/(4) #5 vent. to col. abov F-14 1' 6" x 2'0" x L (3) #5's cont, w/ corner bare 0101, exterior wall footing F-15 1' 2" x 2' 0" x L (3) #4's cont, w/ corner barn O' O" interior wall foeting F-16 3' 4" s . x 1' O" #5's at 8" o.c. both ways, bottom (-) 2' O" enclosure column footing F-17 6' 6" sGj. x 1' 2" 1 #4'6 at 8" o.c. both ways, top N bottom (-) 4' O" Interior eupport column footing F-18 12"w x 24" t x L (4) #4'e Cont. 010.. enclosure base G_1C9 30"w x 12" t x L (4) #5's cont. W/#3'5 Ar 24" O.C. (`) 2' O" 5HEAK WALL FOUNDATION F_20 12"w x 12" t x L (2 #4's Cont. ) O' `{" enclosure baae IMI ------------- I I I 1 I 1 , 1 1 1 I I F-18 -------------- -15 F-15 slope va° per foot I 1 1 1 , 1 I -- -----I L ----- =- -- F-15 F-16 F-18 16 __________________________ overhead chute 4 to group housing __________ L 1 n cast conc drain box �-------- —------------------- - — - -- -- - -- PVC valve wash out - -- - -- --- - - - i ------------------- --- - - --- - - -- - - - slopetrench 1/8" per foot slope trench 1B" per foot F_15 ; ' mount valve at 3' 0" AFF to exterior collection box on wall to exterior collection box 4" 3000 P51 Fibermesh reinforced conc. slab w/ 66x1010 — '�— ; 8" PVC thru wall I > Wwm on .006" poly vapor barrier over treated, corn ---- -� area patted clean sand fill. - --------I r----�----, rslo a servIcr: 1 /2" 1---------, r--------- - to floor drams -- ' II 510pC SC rvICe area 1 1/2" 1 1 I I 1/2 foam exp. jt, to floor drains ' , I , ' 1 , I 1 1 .._________________________________________________________________ J ______J L_______________ -_J K �_ ' __, K L._______ __ K L__________________, ______________________ , 1 / ___________ __________ ___________________ 1/2" recess for door ; 1 1 ' 1 ' cast thle area at 0' 0" ; 6" PVC to remaining area of floor, ;,f= sanitary system 1 to be sloped to drai ; lhtroductioh Uh�t �ouhdatioh �lah - 1 ; ------------------------------ AI ' V 1 I , O , , 1 � 1 1 I � 1 , I , 1 V I 1 I O , 1 � , 1 x r___________________________ 1 , , I I F-14 1 L 1 I I � 1 I !R 1 I O 1 +1 , 1 I y 1 1 1 v 1 ' U ' R 1 O 1 1 — 1 N 1 1 � 1 1 -------------------------- L � L O 0 U US L j � Q�L�u4 N U i NIL. L1J US R— L 3RUST U L US NS U V1 N{ S U p S S UOU OS� UO L� e>3{i�OQu N L U U N U m ILL }, M U i fl-V U �Su'rl -6 U04�11 US L U L L m N 0 O. U U T L L U UUUS LLS _ELSx4,ou- _-R,,4LLou-jd N � L 0 0 � > U 42N O s_ F� J U A- 4-1 ___J 5hcct J I W 0 1.1 F1 a YI 714" 4,4„ 110 Sl �il r + �iy I 1 1 1 1 1 11 0 II 41 4 " R 0 I 1 i 7' 4 7 OElEl El / i a A ! I �->'1�.,� ,v> 'Sj 4 {' r. 'q 'd " I a `♦ d�"s§ 1 �' Iw Jx r 5 ��t p f w n- Y I Nu ^, T�, r "•� 1 f� q a n ,1 , i "4 yi ,�"" t 1 wb iaR. Iy♦,�'� r k yi�`,yJ•.1ir,�, 'Ft�� F'+"' i�.tyY�.� µ°"f 'yf "v e 'r s. ei 1 ISis lY`lim !! M9fi n r..', fi gR A "5' ♦,•TM �s, °},��j � r� Nx, r, ." ✓ I Iy i%' '� ril ha f � 1 1:'. Y, x 4 � ,. � R^" +I r' d Y ,05 1ws �1 :.fir ."� � y.� I:I R�l�i'+.t' � 6 � to i• 'FF %la � 13: 1 1 II Y��y�� M f• y 1 I I A ye i �W♦ w� I` a �y .. III � # pw II .. �� i1 �.I,k�u ! �� . at � t t' �x 4hw` YY7 • ,a� ,h` 4 CONC WAl-1�' I I ey,v� � §N�g q p✓' M p?'��"�5 H � t` n � .yl �e IYP 1Tr , u 1 yy. ch If - fCOncr &roof x�al- 3,'4 ----• --` 1n�Xan p' "�, a e x e XX ----------- ------------------------------------------------ ------------=-- I 2oa 5ccurlty 5 Prvicc li`irca 12" x 12" CB5 col. (1) #5 vert. O g --- - & #5 dowel to footing O II *IIt��TI. u I; �, H... µ..., d i.'`.,:-.. . �_ aq...•,, ,- El e r• U ♦ �, ;; N II d ; 12'' x 12" C55 0l. (4) #66 vert. El II II II II II II 0 & 6 dowels t footing '- ---•�-------------- III'' ------------ II ,. �- o U - o o II O II II II it II II „ • . II II II ;; -- ; filled cells w/ (1) #5 Vert. & #5 dowel to footing II n n = II n u n 1 I I I II 11 II 11 Sleeping platforms 217 21 above - typical , ,I I, II II •„ I All , 1 I 10'0' 1 1011 1 I 1 10II; 10'O' 1 'D" ; ; 10'0' 1 101; ✓ - _ - -- ---- I — ----� - -- c h utc about loadln ---- �• © I © l � � � � l ( l � I © � O O ; 0 ; O NO N chute 1 Unit 2 221 ;!I IIlI IIlI 1IlI ... ...2. 2... . .. .........4.; Ir Unit 5 I Unit , nit C\j ;I Unit Unfit 1 - - -- ---------- �- ; _ - .. ..... ... .®....... ..... _...................... ................ ..... ... .. ... ..... / 2•JJ I 1 L..� ;--��r I I 1 1 l 1 thermocouple sensor in 231 .......... ...... ._...................................................1 I � I 1 � -®-- 11 ...... each heated conc. slab Oat ------J. 6 Y .,.. ....-•.... y LL'YY YY'YYYYv'YY .1. .......... - ..... ♦. .1' YYYYYYYYYY -- _________J'1.1�''Z� _ L .• _ l 22 22 © © 2® 23 © O 234 II 1 II 1 II 1 II 1 II 1 II I II 1 II 1 II 1 II 1 II 1 ,I I 11 1 11 1 II 1 11 1 II 1 II 1 I� 1 11 ' I I 1 1 II , 11 yr , II I II I II ; II I II , n Outdoor Enclosure L Ok --------------------------------------------- ------------------ I - � hydroni hqatin © 2t © 4- -crrcuit ( f(000r s ab .. .. .......................................::........................ ....... ervice Corri or �..__ d I / - -- recessed hose bi w/ o collection boxes 119 gal hot water 200 gal propane � sse bb ••. �tr s ope - - - - ------------ t ench rain - 201 polar water 22 t nk wat r e ter 22 = quicfc di�¢onnect (typ5 ; 0 aux gale. pan w/ aux, gahvapan w 210. .::✓' a ove on roof O -- - -' ' ---- - - - -- y solar toile overhead s or _ ating pancl5 i .......... 25' 4 10 0 -t9., 8 10 0 "� _ _ collectors ...0. \ - �- ----------- — ------- ------------------r�,r E yl'•• V [E fire-4Ott --- --- 2A405C fire ext -----------I I I 1 1 I I 11 (0 SCt� O I - I I -------- ---' ---------------------------------- controls ; i & pump = d Lj OOA (1) 1611 x 1 screen cast comic vent b k at 6' " AFF I 1A label thru- roo vent I I `p OA O fir, q I yd am 2 8 t2 O 6 8 I( ) cond. w/ all electrical "sweep"corners 12 C 2 a" v,. �o Ir9r 3w �y Il k Q 8rc 0 t ^rr. � fF w -� � �♦L •. - — -- — . lhtroductioh Uhit Ian 5calcl/4" =1' 0" (2) 3 PVC cond. from Adrninlstration w/ all electrical "sweep" corners to (5roup Houe3� a e wa er I Cs conc. an o c IN (2) C cond. w at to solar collectors , traffic rated cover electrical "sweep" corners to Group Housing 4.t11W4f_:_:_:_:�: :—:—:—:—.-- :—.—:—:—:—:—:- _1 L p f U L L U U uS�3m N3°ua V y, U � L US C O U n psi tj sT3�U0< -> xLL�mNtu N L V©h u p++ p u L 11 L VLSIL tll �UON i1� S U S L 0 L L m Yt J>�pU >) L UUUpS U-S S L S X N 0 p— ,v-- m p � Q 3! C-2 1" dia. bar stock at 3" O.C. I A�h MIN Tr,-2 Column, beam & Connector Schedule Go[umns Mark 5izc Kcinforcin Remarks C-1 12" x 12" C55 (4) #5 vcrt. w/ #3 tics at 12" ox rcinforccd masonry col. - add (4) 45 dowels to footing C-2 16" x 16" C55 (4) #5 vert. w/ #3 tics at 12" o,c rcinforccd masonry col. - add (4) #5 dowels to footing scams Tr,-1 8" x 16" C55 (2) #7 tort. rcinforccd masonry bm. - add corner bars T5-2 8" x 16" C55 (4) #5 w/ #3 tics at 12" o,c, poured cone. beam - add (1)46 truss bar 5-1 W10 x 22 steel bm N/A A36 - 36 K51 steel 5-2 20K10 N/A steel bar joist 5-3 20K4 Otte ar joist race ottom cor at max o.c. 5-4 MC 8 x 18.7 N/A steel channel —^- 5-5 T5 4" x 6" x .25" N/A AM - 36 K51 steel tube N O t e 5 PRE-ENGINEERED WOOD TRU55E5 Pre-cnglnecred wood trusses shall be designed by a Florida licensed structural engineer for all requirements of 515CC1 110 MPH wind zone. Manufacturer shall supply (4) sets of engfnccring design drawings & profiles, slgned & sealed by a Florida licensed structural engineer. Manufacturer shall supply Installation proceedures, lifting requirements and placement order ae a portion of scaled shop drawln s g Connectors Internal to truss set shall be designed & detailed by structural engineer. 5-6 T5 3" x 6" x .25" N/A A36 - 36 K51 steel tube G O I"1 n CGtO r S Index Allowable Loads Actual Loads Fasteners Mark Type Uplift L-1 L-2 Uplift L-1 L-2 Beam / Plate Tru66 / 5tud X-1 LPTA 1533 812 150 475 2�5 400 (15 ) 10d x 11/2' X-2 PT101,3 6 •- 435 (4) 10d X 1 1/2" (4) 10d X 1 1/2" - H- 1225 500 700 125 (2) 3/4" X 8" A.B. (2) 3/4" X 8" A.B, NCTE 2 - All conneGtor6 arc products of Hughes Mfg. Co. - 800-443-6442 1" dia. bar Stock at 5" O.G. Installation, tempory and final bracing shall be per a�F. regiremcnts of manufacturers shop drawings and 5-1 mom. 4 wide - 9 Gage galy. `' as may be additionally required for stability during P� 1 ; �+ ,rcctfon and 5heathfn operations. �_2 chain link fcrlcirin pancl5 4 e p ��x+" SHEATHING NAILING 3 on 2" x .125" gale. pipes p„�� Plywood sheathing shall be installed w/ 8d gals. malls at r X 4" O.C. within 48" of eaves, ridges or hips, G" ox. elsewhere x x x Self sealing Fiberglas shingles shall be installed per manufacturer's ,y�(/. ` i x 55CCI 110 MPH wind zone approval over 30# felt tin tagged at 6" o.c. V]L�X MOP 2" x 2" - .250" wire mesh panels fill in all open walls & top of Ienclosure I I 8 - 30 c.slab/ #4 at L... .........._.............................. .._... ........ �_ .O.C. both w , bottom 00 pr,i con fI I[ 1 1 f 1[ I I 1 1 I 1 I l i L I Typical 8" x 16y CB5 tic beam w/ (2) #7 cont. xi .Id l I I t--t / typ all around ' NIT, _D Sr I I I I I I I I u 5� wS i; = -- ----� -----L -,-A - - -� -- -� ---� - -i - -iI I - -j I:J ----- - ----- ----- ----- - ---- I - I ! I I-- i------i---- -- $-- -� -----� -- 1 I I I I I I ( I I 1---I II II II II III � li•: Ski S- • � SS ............. 1.._........ 1............. 1- ...... ..A.C.1._......... I ..... .... .... ..... ....I ........ .... 1...... -'A ........... .1... ..... ..I... ........ 1..... ..1..... ...-1......... ...1... ......... I ..... ....... .1......... .... I. ............ 1............. I ............. 1........ .... 1............ ............. 1............ 1..... ....... 1........ . solar hedating panels on roof - 5 P5F \ 2x6 framing at 24" ox. above venting cupola wood trusses at 2' 0" o.c. --� These drawings as fnetruments of service are the property of the archftect whether the project for which they are prepared be excecuted or not. They shall not be ueed for other projects except by written wgrcemcnt. Copyrleht @ 2000 John M. Foster Archltect All rlghte reserved CCCCC-�� C? CoN . ------ - - -.---- ---------- - -- --- - - - - - - - - - ----------- - ----------°---------- ---- --- 4'x4'chute2"x2"- .250" wire mesh pan glyder truer, FT 2x4 fascia -- hip truss 1... 1...... .... _1....... _..........1.............1............................._ _ . _ ._ ._...._ I I typ all around co Fr.4�rTil'�ie F Scale-1/4il^11o1i John M. Footcr - Architcct - F= fflFt 11205 Kidgc Avenue Ft. i lerce, ` r Florida 34982 (561) 571-1256 - Florida Rcglstratlon No. a511 �,I introduction Unit Sheet Center for Captive Chimpanzee Care �o 5t. Lucie County, Florida �0 i F 'errr [ k7 loll eY >: ^ ^3i u , " �4 !x+, " A d ", i':: ? f 4 ,� � ,rd ., °�� y➢n 'h F wvMYTBr d w-« '� wF M °✓""�Y w gitl r:34++1FF'��,t' ^' r� x'4..^ !S� �_ 1 n � , I N! r y ,. a d:� 1 I ly SI 'w x IITI ➢E it 4jW I � ^ I �;I�I n n � �T k u a k .pA > 9 ➢ ,� IEI {� r s. ' a+r <� r �P ': y ,9 ,•3�ny wa I 1 I I I I y I � �, �' �:' at :, y'"s„ 7 '�'•' e C'u+, v .+> r'��rr�' t; +&' � I +'#'h r II ,l� � a ,. y I .�'�!s-exl w Ire•' � r I�'� r 1.' I �:. vrrl I s `niA sl � ,.•Jr f /'° M f ash':. r "y'd"'F art. r IT±,'^° 'ld ,1" , �r 1'F .j(yp t; .,y,.-y e "c. y* a, 147, l4 a � e E 3 I q �rc ,iyT� r'�,i �'�� ''nryY". p � 4� Ir i I IMr I H1 ➢µ uk� � - :�• t..aws ' ar 5 I v � � d.�WM: u I v I yy. P p, kw$➢+gtl 1 I i'M ➢ul r. _ ,,,ter ,>v' �, yq�t s„ L �y V r! ra Y � r p.�r�' tl'q r IMw i � I IIq {qto 777777 Ik�� r` A,r A. y: .+, :L *xk ` �� kid !i °""✓f 19,}r�} �, 4 } . a^� c' h J `; k+ } b °S•1FJ'Y F �'�%'1AXi4� -'ale "P�i 1 i 4 I �I J: 4 i rll F� i'�' I `. tl , ,'� V41 I qq `V IIIx M .{ •,Y !"±.. ' ly ➢ a� sr'�„f � `^. C° �rv`i, P I :4�5 �`��u�'gy `x1� I:t« ��j l rti$4%, o �}' � :e'. L ' ° 2. '�'"?'�X'd s ' 9 1: ! � �'w3";i� ' as : 3� II7{I`PN' 18';1 I a ''4 I 4 rv. n � y.• L 'x'��"I, .. 3 ..+� r. r.ryh�=1lyw, ^,,ih+�'}�,+. :� �.�. �.F,.+dal.-�r.r':§°M',.rYr�h1�'1`Y1,d..L ..i•rN.c�� .�`&.'. _.'.�P.' I:.. 5ec ure Service Area 9, G�' ° ➢ wlh�rr� �„� x „t cJt' ^rM �$"' ➢ y 9 - � t �tIY � ' " >*A �, ti'Y E� � T"+,}.,tjl„yr `b'°"dYa l- Lq � If , � , rf"s .•'w', �":.� �` '`l'C➢ w $M�' M R�,�r ,)�.i[�',d'i�,.Ns.N r �� 1�+r ?e i A,,M "il n 1 L I r r r� ''41 #N r ➢ fi� �i a "�t' ��" Mn.w �A'c g'°^t", ,t say14� 4v lip Nr# a^�'t e� i"M a�� 11i�� .�� n+P,x k�-. �� rr�e��.y >rn�", y k�Jwl r �f ,° I _„ •" .,k _. v � r�` � ,� r�wa�.� � r� � `� "'t• tw 9 s4 ,� ,�F �,•rt+'� fit^ " r s '. K^wA�Cw �. k r. �.' ..^T.+.! z• .,r..y��rx � } a � �� ✓��pr,. � � » E �yyAy��y,,"".`� � � r {^ `,6 tl 1 I �rN IV / 1 E I _ n Lot— jo _______________--------------------------- I lndividuaf Outdoor Encloore r I \ r I w I M1 '�' fw v V.� I! Ilblmbpl➢I Ih� � , 4 k• ��i�[ y I ' .1'. •4 1 1 k 'v , �.. ::: n NL" ➢ N'f"`� kl ., biy 'T' „r R [ P rF ` ? v•:.',:..., � " ..... i{. t �3 ,�'. *I '.. F3. '�. �W' .. tti ;;,n. FI �fk 1"'II�" � Vr' V �p r. :' .: „� -: �+.. .> n ;.1.:+ .. :: r.... ..,:.: _ x_;.. .:. +.... "' .M Y".,;: 'e •q G I { ' ,L^� LI. d ,I _ E . . '. � -. 1d .L:.v dM'" ,. IIn 'n,. -... :, �,., . ... :.. ... r. n. ,I c.. -Iw ,� N 1G 4➢' �,' vrai,l y� y h :'111T {T�. ,.,mppp r, a i.i i.,.1^: r..nj' - ♦ 1a-'.: i' �. hro. ,4 . •, T+ ,,� a rtk I I s 1 4i K I , ta� d r NMagg, ,dE', 1 :Pr Slk " f 'IIsa �+'� ��.," �rI rI,s�^ @9 x, `�i v r L "q'i 4 dEI °1➢+fiM I I N � I c I I r't , W 1 fir. 7:: :. �.: 17�I '� ' „w :� �.5. e*. .T.N y` 8 ..v.. �Ww ,•:.r M1} 41n•I d. A!�A %„" ;u rI I iyA ,{1WW"• � �.a '� " �;:. '( 'y" `.v. V'W,'.,, , I y L "w', �,. '. Y. 4'tl° .} , 'Ji ., 'Yh➢ °�•.: wvy p, y4 fc 4. ik�../, 1• :'; j a „i .:r va'e. ': _ { vl.. o 'I. r 7 1�?41 ..a.,. r ry•. ,m :. M1^` a'k MrJ F"< '.y:rF':': In' •,:' R ,.-:j -ry{ TO 61 ..,.� d µ„{''s '�'�' w"l�¢t�b�9� ci �{`" �Ik^µt �'. ,:`' �"!I - 4 III 'al': .I.:�N I I ��A' I I tG {. � r. �',Ni$:s I°,: w y •; ,. r .`';�. .,° '�i"�.'_+J it s, i%u::m 1'' ,. .e A 1. �. IP nt I �.: "�u �:.'I. I I.,.➢ 1 . 1 �I.i.Ir r i "C .'.,. 4:'.�,. Ix- p •, .' r ..'. ��.� t ..'" �' ' ',..,.._ .� ,'I I IY1it III I?ICfI nff.st er"�•w,r I ;. '' i'Irl �Mr �+� , ,'. I I r" ". �'. '�' 'k " '➢'�:7 L �� :.' '�... t � '�^hY�; A �^ .j,M r"� F..r '1 IIII I:s Inv III ➢�i ��! � '�ii'.,F. I I. n : �"; 1 Fh:,r �"S lk�i ,m j�l_. w ,'re; r� ^;➢ �,. �sr'✓ �.q.� I I LLl � �� 4.1 '=1➢� 1 tar J�;1',`�j"�:{: a 1�� 'k4t .. _• i'.-. I' �.�iJlk I � I rl �I �.�IIC,{ II Ir�µll �i:. r. .' ,➢y" kw "�. ;h; `{" s �., .r:.: %" rvi -_ :' [ h�.' YY �,a �4 � I, r ^n .,:lp I I 1�C \\ \ � \ T il , L v ":.; .„,: � �r'. '! , ' } ' y. r: fn.. �" ,, +• �'wA`,�`' • &y ,k �11i nr -+ tx --:::::.... - .. :..- 1 k Ew 41 :: iem ov ....... L1 I I I 1 I I E E E I I 1 E E I E E E I E 1 I I E E I I E E E I ------------ 1------ I ��r -P �.' E �tiw l v L_____J_____________ _----'—___--! IT n rx;7 le_ ^� f�.: k a Mh}I+I��i �•'qk ' Livi ne UnitS I I E I E - Service Gorr dor I r I r E I I I I 1 I , I I r I I I , 1 I I E 4 JE�y¢fy^ 5ecti�n II' / It 1 II cafeR63�� =1 0 r i I I I I � , I I I 1 � I � I , I , I , I , 1 , Livi ng Units Service Gorridor I I I I E I I I I 1 1 1 E r Scale 3/8" =1' 0" L US�'Q US Q j W u3�u�6 0 U L 9 L V O V L t 4.1 Vf C L %S 3 V i US N>1 U 0 OS� U O L V mbaLNN b 30Y 0 t3 O L IQ Q qu O S IL lb �u0, P s m+' pU L u 13 gj S LS XI'AO 0 I QN000�Q O L oQ � U a _p LL N t g V N v � p U rmrE� VI V Q L L O 1 LL L N 1 u u m L u U o a LL i O O 7 IL LL o ' .> (� m N i oe 4t t r ?~1 it{�A ,fig-➢ ,�.I�aly ��M1: nr ➢ i �T� :�. 1 1 1 1 jL nn7 r v fl �,oY] it All, I 18 0lt ly a ,ul e Y'I top beam - NT5 ;"_ _ �� a�'Ir. Ihll��f,�^ "'A 4 yf ,:4 4�•�' Ir I �y IY 51I', .'vl_ ..✓R" �IJ w.� � � ' i � it „F 1 1 I bar oiste w/ 1" dim. round galvalume fascia fK galvalume \ C _ 2 � \\ Cutter 12 3 ✓F 4 �, FtiYY+ r ,+ n a yl y w - y c,; k 'ixp' h�l mill finish galvalume 26 gage "Butler IZib ll" panels installed per mf?c, 515CC1 110 mph wind zone acceptance 1 1/2" 20 gage galy. hat chmnncls at 2' 0" ox. Wood trusses - 24" O.C. , r J - I I , / 1 �� " � - A ` V A \ � V A V ` V ` V ` V A \, � \ A' A A V A A V A � A V A A V A V A V A V A V A � A V A � A V � •� A � A V A A A V A V A A � A \ ' �' 4 ^"�,pyl �y � .� %� �a.�*i3•^ F;R i Yi�r ,�'w � J��;?..' Ilu aW�P'�. �"�, '.�. ' V 12` Olt top beam TT ITI >ra1 2x6 rafters at 24" o.c. � hM X-3 ~` 3x6 Cont. beam screened PT 5/4" x 4" louvers w/ 29 gage galy, cont. drain pan to exterior 4x6's at 4' 0" ox. w/ 5/6" galy. -- thru-bolts to wood trusses i 1 I I I I 1 I I 1 1 I i I 1 I I I 1 I 1 1 1 1 1 , 1 I t 1 1 1 I dl 6'I conc. slab w! #4 at F o.c. both ways i' 5/6" CDX plywood ceiling w/ 3/6" x 1" smooth lath at 24" 0.0, both ways 6" x 16" CBS header w/ (2) #5 Cont. I K-11 "Taylorcd Foam of Florida" foamed in place block insulation I mom, 6"x6"x16"CMUwall `w/ 9 gmge galy. " Dur-o-wal" ladder ties at each third course I I I I I I service I 1 corridor I 1 locking slide door I I�CtWCen UnitS 40" high work table from / 2x6 recycled plastic "lumber" I � I I r I I 1 l i I 4" - 3000 psi conc. slab I w/ 66x1010 wwm on .006" poly vapor barrier treated, compacted slope floorrain clean sand fill I 1 I 1 I I 1 base of GB5 wall \ \ \ \ \ \ \ \ \ \ \ r X�ti�r1��0!�E /� • ,�,�i`,� fs� ` ^` 1 `III,+ 12 Q 3 I I 1 I I typical roof & gutter perf, alum. soffit 6" x 16" C55 header w/ (2) #5 Cont. precast conc.headcr at window - add #6 vinyl awning window w/ 6 gage galy. chain link Inner panel L N t VO 0 O .n 0> �7A pppU U Ui L m oQ�,o u VVq_f. �L�a3 N L It ID X S T43 U U V S U p S �U11DSF a;-3 > >1 4 U D hN V L m Q� L VOth u 3 op 0 t V L L QUp OSLL V 4U O�t114� t U L L L L B UN jU T S L U U V OS U .[tSxV 0 0_ �w+�ooU�Q LV LL. � 0 S1_ � U � J L v Shee(�t�j V-crimp roofing panels not shown this sick Isomctic E` �-2,7 min. overlap of flashing 24 gwge Gal val uma valley flashfn0 20" wick roof panels out to angle of flashing 90# roll roofing at valley profile of valley "j2 flashing Section V,eifley Mashing NT5 "Hardiplank" 5" exposed Siding 24 gagc galvclumc base flashing continuous 1/16" x 4" galvalumc cleat Strip w/ bronze nails at 4" ox, all around. Fold over all corners and solcler final scams resiliant filler strip under edge of flashing N -F -"' / -2.7 plywood \��' NOTE: 30# roofing felt shcath(ng �1�<< FL, Si h2 NT5 -207 mill finish galvalumc 26 gage "Butler Klb II" panels installed per mf'r's 55CC1 110 mph wind zone acceptance r� chain link roofing panels \' to match wall '> 10' 0 top col top col I F p n x^ Main t YJ r I V V11rlrl h 4hZ j<F� 9 r " 6 gagc galy. chain link enclosure y w w/ 2 1/2" pipe frames around " each panel & door. r' underlaymcnt con- tractor to install com- plcte waterproof layer undcr siding &roofing �50mC"tlC min. 8" x 12'' rake beam w/ (4) #5 cont. w/ #3 tics at 16" O.C. galvalumc fascia alvalumc } �ubfas la perf. alum. so f�G 12 3 -------------------------------------------------------------- - ' rc 2" x 2" x 1/4'' wire mesh reinforced panels w/ 2' n. x 2" x 1/4" perimeter i angles I #10 x 1 1/2" Type 316 pan -head screws d at 2" ox, aroun\ per(mctcr of boot butyl sealant tape undcr bast of pipe boot 24 gage galvalumc "5-v-crimp" roofing keep boot in flat area of roof w/ min 2" clear to crimps prefab. neoprene boot to fit vent thru roof, install Type 316 55 host clamp at intersection w/ vent. 1Zoof Penetration 1 1/2" 20 gagc galy. hat channels at 2' 0" o.c. Wood trusses - 24" O.C. , I 12' 0" top beam 5/8" CDX plywood ceiling w/ 3/8" x 1" smooth lath at 24" ox. both ways Hughes LFTA truss anchor pipe frame beds K-11 "Taylorcd Foam of Florid9" foamed in place block Insulation mom. a',x 8" x 16" CMU wall w/ 3 gagc gals. "Dur-o-wal" ladder ties at each third course I + 1 I, V I, u � � Unit embed 4' min, 4" 3000 psl conc. slab w/ conc. backflll w/ 66x1010 wwm on .006" poly vapor barrier . treated, compacted 1 clean sand fill �- - q7:: \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o \ \ \ \ \ \ 5ervi ce f�re� 5frvi ce �re4 5Ifrv1 If f�rIfa � c A-2,7 5calc 3/4" =1` 0" �-2 7 Scale 3/4" -1` 0" a-2,7 Seal e Type 316 55 hose clamp at vent. � galvalur Gutter galvalur FT 2x4 perf. alu,,,. ,,, edge of building beyond prefabricated ridge cap from sheet metal matching roof panels #9 x 11 1/2" Type 316 55 screws at 9" o.c. \\ butyl scaling tape above and below preformed / w foam closure \ Nr5 H �A-27 2x4 blocking / between truooc5 3/4" T & G CDX plywood sheathing wood trusses beyond / lzldge Cap Nr5 mill finish galvalumc 26 gage "sutler k1b II" panels Installed per mf'r's 513CCI \110 mph wind zone acceptance 1 1/2" 20 gage galy. hat channels at 2' 0" o.c. !Wood trusses - 24" O.C. 12' 0" top beam Hughes LFTA truss anchor 5/8" CDX plywood ce(ling w/ 3/6" x 1" smooth lath at 24" o.c, both ways \ g_2 I `Y 4" - 3000 psl colic. slab w/ 66x1010 wwm on treated, compacted / clean sand fill 1 % 2H top beam �% �/ �% % /�/ o. a /� %• Hughes LFTA truss anchor �rForch Section A-2,7 Scale 3/4" =1' 0" L � L �5E %3U4 US 4 j L 0 3 v9 R o�L � L O �L,R� + 7%O-E O N13 S43h� TQ �4(3tu0 u OSF UQ L � "m�3a;�Od o @aoLn v- 30�0� o u f Q43 OS 1L 4 UO}�O.m� S US L L L O O)A d V U T C L U U U U S Q S S t S X 0 0 0- H 4 Y U 0 V 1 Q Vinyl Awning Scale 3/5" = 1' 0" Fixcd Wirc tune[ WM Lcxa n 55 rain hood ,'� 55 ram hood HM door HM door & f rame x3d'Ism. gla&q In metal frame ADA lockset : try ADA slll -ll It it 1 3" x 4" steel tube f rame 211 x 31Lsteel tube trame 1 1 la�i ro 4 awl', (2) pair HD steel hinges each side & f rame ,ADA lockseti i h ADA th. W M H M Platt 0.25" wire - 2" x 2" mesh Ir f ll - A-2. 2" x 3" steel tube frame counterbalanced vertical operatfng C \\ �i WM 0.25" wire - 2' 2" mceh Infill - 3" x 4" steel tube frame WM 0.25" wire - 2" x 2" mesh (refill - 3" x 4" steel tube frame ►vh1C'ioW 5GHe�ule AO - 6' 0" x4' O" vinyl frame awning w/ low-e insulated grey tint glass & 6 gage galy. chain -link inner panel ® - 4' 0" w x 10' 0" high 2" x 2" x .25" wire mesh panels - 2" x 2" x .25" steel aangle frames © 2' 0" w x 2' 0" high x 1/2" lexan removable panelc, 0.25" wire - 2" x 2" mesh Will - 3" x 4" steel tube frame ,Door 5chcdu[c ark 51ze Type Thickness Door MI. Frame Remarks - MaJc^glndwe an ox.r Sdeau dt 6'a30 alre d.r. u4 ApAdslsr.HAOEK 780-224HDM".,rmta1274Atreehdd (2)M HD N%n each We. douhle addrd lock atrb -77 2 1 rr ,1070 Not Ilscd 1 1 3/4" HM - ins. HM 20 203 \ PR 3J50 II 3" 2" x 2" wire mesh & steel Steel 204 6tl III 2" 2" x 2" wire mesh & steel Steel (2)rR HD hlnpcs.kblawddea led at tc j 205 g III 2" 2" x 2" wire mesh & steel Steel (2) r2 HD hinges. double wddedl e 206 111 2" 2" x 2" wire mesh & steel Steel (2) rl: HD hl"W, daib welded loci etnko 207 Ill 2" >" (2)rR ND doJrle welded lot atrlkc 208 FT 30810 Vi 3" 6 a e chaln link. 2"diA.galy. (2)reMD�neor.d 6WedollWell Wilke 209 2534 V 2" Steel Steel vortical operating w/ secondary lock & counterbslanccd oprorotlan 210 PK 3070 1 3/4" 1 HM - Ins. HM 4rdw yYMwon bcksat &deadbdt,BrlD Meda»It4"do ,HAGFR'toton'1780-224HDNr4m.rmb Y274Athreandd 211 2534 2" 5teel Steel vertical operating wl secondary lock & countwrbalancoci oprerstlon 212 2534 V 2" Steel Steel vertical operating w/ secondary lock & cow+t<rbalanced oprerstlon 213 2$34 V 2" Steel Steel vertical operating w/ secondary lock & counterbalanced oprerstion 214 253R1 V �_2" Steel Steel verticsl opersting w/ secorulsry lock & courtterbalancod oprerstlon 215 2534 V 2' Steel Steel vortical operating w/ secondary lock & count♦rbalanced oprerstlon 216 2534 V 2" Steel Steel vertlul o eril In w/ 00cohdarY lock & counterbalanced o rarstlon 217 2534 V 2" A Steel Steel vortloal operatIrts w/ soconda lock & counterbalanced o reration 216 2834 Vill 2" Steel Steel horizontal operating w/ secondary lock 213 3065 IX 2" 5t I BywIre mesh Steel luckc yY aaeon ackset &desidt 220 306a IX 2" 5tee� wire mesh Steel Moke clUrJxv m ioctsat&JmAvk 221 3066 Vill 2" Steel \ Steel horizontal operating w/ secondary lock 222 3065 Vill 2" Steel & col a mesh Steel "a aylnden"loctad&Ads" 223 2534 Vill 2" Steel Steel horizontal opersung w/ secondary lock 224. rK 3065 IV 13/4" HM HM Lockset weathedrstrip all around 225 3060 IX % 2" Steel & wire mes Steel Mekr cy deson loetaeC&dealbet 226 2534 VI1 2' Steel Steel horizontal operating w/aeco"dary lock 227 3066 "ix 2" Steel & wire mesh, Steel wekaC""r"anlaa ec&AMAot 228 rK 3065 1V 2" HM HIM Lockill - woathedretrip all around 229 253-4 Vill 2" Steel teel he operating w/ secondary lock 230 3065 IX 2" Steel &wire mesh 5t Cl Waco gunk" m l&.W&kaidt 231 2834 Vill 2" Steel Stee horizontal operating w/ eaconda y lock 232 ' 3065 IX 2" FlU61h Wood Steel \. Mrdro vAilden w While &duwW 23, 25M Vill 2" Steel Steel Jnorhnntal operating w/ secondary lock 234 30rob IX 2" Steel & wire mesh Steel urdwq mspvmW#d&de dtwr 235 2534 X 2" steel/wire mesh Steel hor . o eratime - counterbalaknced L V V L U UA4-U US�4 i= }� v �3dure V L 0 � QA 7��nLV E4��T L US NA U 1k S t� 41 ♦' U ykSUQ S Vf US�U� L U a>1 4� 00 � > V1 L �hN �1 0 L Q U© Ol U U }SOU L L LL�pUSl4 0 U Otollmcc S V'L L 3 L Vt��VU ?tL L U V U S t1 S S L.c )(0 0 0 — t—�4300t,J ')Q pU L L Y pp U 11) U >1 0 v8� u N � u N S � U ; e L 1 I1 I 1 U � � O v = 1.L 3 t f > t Q k S r L. U � N C) U >) � L � � 0 O' s U +23 U :3 S � � U SM1cct Scale 3/6" = 1' 0" loading chute ii II II II II 1 II II II II II 11 11 I R I I II 11 11 II 11 II II II 11 11 11 11 11 11 11 11 II II II II II II II .r u d y 1 1 , TC-1 TC'2 L'U L L i Ih 2" FVC z meter Panel G ,F p Nt t .a far"' ¢✓� e• �fl !is'f',rc' S }� yY " 30 cIr =] O f � Panel ¢' p wa v 5 y� I E Aw ,y u^° E� . I f l uu„ yt.>a I� i ry''LLgvri a " I dire. i S Y1 U t.li"iFh'�A tli 'e 43 }1 p $ t CL S 1 'ap''1 Ml.u+ ' •i. 1 vp... ,-'e ,? a "N 1 ' 8,g #4 N O S V O 0 11 sssr y, i• fr, 2" UG con 1. ground N p L O tV L u p ;; F SSM1V�I`�ra,laR P"r •� it'}i 'Is'pM a. .i�Y'.' to eICG. BGYVIGe i �III IL ''fi ,AtoNe 1: L lil bond to ":Ilia [�ga,' .�x UL ground rod rebwr In ft'o. p. jr s •.S"". V U V S QS max. 25 ohms X p 0 p— !! to ground F- % N U O V -) Q Fsi h e 0 Typc MLO - 200 amp - 30 circuit - 1 phase - 3 wire Load Watts A Circ. A 5 Circ. g Watts Load EF-1 & 2 1500 30 1 2 .'O 700 Lights 1500 30 3 4 ,0 700 900 Lights OF[ Kcc t. —OF[ Kecpt, 900 20 5 6 �O —OF[ Kccpt. 900 1 20 7 8 20 900 900 GFI 12ecpt, GFI t,ccpt. Emerg. Lights" 300 20 g 10 20 Timcclock 300 20 11 12 20 300 Exit Lights Solar pump 300 20 13 14 _ — 5pare Spare — — 15 16 _ _ 5 arc Sparc — — 17 18 _ — Spare Sparc — — 19 20 _ _ 5 are Spare — — 21-'L 22 _ _ Sp are Sparc — — 2 24 _ — _ 5 arc Spare — — 2 2 6 _ — S p arc Spare Sparc — — 27 2 —_ Spare — — 2 30 — — Sparc Bus A 6100 20.7 KV p, Bus B 4600 "not in accumulation Battery backup Total ^ 10700 watts / 240 volts = 44.6 amps Note: Circuit # Shown to determine number & Size of breakers, Fancl directory Shall show as -built circuits 0I IN W Ef,ctrl'o�fl N-F5 LieHt Fixture 5checlu(e Mark Dc5cription Lampe Fini!5hj Mount kcmarks No. T c Watt A 13 Metalux VT2-296DIZ-120V-E581WL Illuminating Exp. #2320 2 1 T-a 35K PL 32 16 grey Whitc ceiling Wall gask-ted fibergla5 "tub" fixture Mount Vert.-316 55 hd'w. E Dual-Lite LXUKWE LED 3•a White Universal EM Dual -Cite EZ-20 Included White 5urfacc EF-1 Grainger #45052 - 1/2 HP - 7100 CFM I GALV. Wall 5LANIWALL FAN -------------------------------------------------------------------=--------------------------------'----- -------------------- r Security Service Arca II ' II II II II II II 1 II II II 11 II 11 11 ,I 1, „ I 1 II II u II II u 11 1, n 'I 'I I 11 I' 11 11 II 11 11 II II It 11 11 11 1, II 11 II 11 I I' I .. ,......................................................................................................... n .0 u u n u n ❑ 1 11 a 11 a • II 11 — II 11 II 11 II II II 11 II 11 1, II ,I I Un1t __alum. diamond plate a cover of sanitary -- x wash area i I. .................................. ...... .... ........' camera JB w/ po 1 & coax as reol'd. - typ. \O - 1" sch 40 PVC to Mcch. CI. I I I I I I I I I I f I _ chute above I � I I , Unit 2----;....�......�.. Uritl I I j; Unit 4-- Unit 7 Unit 8 _________'Unit 5 unit 6 1 I I I 1 I I I L 1 ' I I 1 1 I --- I I , ' ' I II 'a\thermocouple sensor In each heated cone. slab i'i'YYY.i. ........ .....�.... ...... ............. ............... .. .iii...y-.Y. - ' ...... L.M ................ ....... Y'i'i'Y YY`L'YYY.j.i. ................ .............. ......... ...... Y 1 ... .......... ....... - __ ___ _ _ _ __ _ _ ••••••.• •L'YYY•i'Y Y'YYYY ••• ••• Y•LYYtl'YYYY• •L.Y ••• '•• •.• ... .. ... .....)...... ... _ ••• ••• ••• YYY'YYYY•i'L'YYY ••••; � ____________ pd hyydronlr hheating � :cfrcuft forl floor slab 6 In J recessed h c Ibb w/ typic.ml.aif..( a............................1 .„....1._..I............. In J 1 j v/��-�p /� J quick disco t (typ) '' VVrOcc Corridor 200gal propane-�'__"�- `•. trench drain - slope water heater w/ ____—__�_,_ _____ _ to collection boxes ---- Aux, Only. pan I /4 � — �� ® �� — -- _ 119 gal hot water TC 2- - - ---------------------- M C �.________________________ _________________________ solar collectors overhead I 442i1 off storage tank wl Work C l 0 5 Ct aux. Only. pan _ I1 O workbench from rec .led _ 1 / Controls Is ' 1 plastic 2x6 plastic ylurfyer-" ® - P P I , -} ` cat. 5 internal cable! El (1) 16" x 16" precast concrete, {�L label t ru I fibero tic backbone ---- - screened vent block at 6' 0" AFF +72" ! __ ____'�� cat. 5 Internal cable, wp/gfl P EF-1 roof vent ' Off EF 1 ffberoptic backbone ` Elec Panel "G"-------------------------------------------------- I 1 ----------------------------- ' - ---- 45) 2x6 plastic (2) 2" PVC condt w/ all 1 lumber" shelves / j j electrical "sweep" corners G 50 g�L¢ropane tank elec meter l (2) 3" PVC cond. from Admiinsulated water lfnes nistration w/ all � colic. hand hole w/ - ---------- I t I I " 1. G to solar collectors I I (2) 2" PVC cond. w/ all e cc r ca sweep corners to coup Housing on roof - traffic rated cover electrical "sweep" corners to Group Housing I 1 '�\� - lhtroductioh Unit Efectrica� �(�h 5cale,�4�1_11011 r-- U N V, — � 0 � S LL � U � O � t 0 _KS � O � U 0 U Sheet HC3 BENCH MARK r. X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045,6894 E 4886.9816 Existing Road Crossing D.O.T. STATION 147+30.32 FOUND NAIL / N 4981.7654 E 4833.1669 EXISTING 36' METAL CULVERT EAST INVERT 15.1' WEST INVERT 15.6' EXISTING 36" CULVERT- & DRIVE TO BE REMOVED Existing Zoning: AR-5 Land Use Designation: Agricultural 7. Q m I I M I 0 N Z O U W VI W o l 0 �Do LO n It N I>i N 10 N N Q � O _ IIn J O Q In fy U I LU 0 L� w a) I I L, 7� 0 LLJ v I Z_ J G_ W I Z Ld 25.0' U 77.0' r65 a II of I N I f STATION 1120+68.50 U a N W NW CORNER OF THE Existing Zoning: AR-5 NW 1/4 25-35-38 1 Land Use Designation: Agricultural NW PROPERTY PORTION 24-35-38 CORNER FALLS CITRUS GROVE BETWEEN DITCHES NOT INCLUDED BENCH MARK 12. 3/8 IRON ROD, ELEVATION 22.00' WITNESS CORNER N 5000.3891 E 5006.2253 EASING 36' METAL CULVERT EAST INVERT 15.2' WEST INVERT 15.9' o NORTH LINE SECTION 25-35-38 Goldsmith Road 20' WIDE DIRT ROAD N _ _ _ ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - - - - - - - - - - - - - - - - - - .. - - - - - - - - - - - - - _� - - - - - - - - - XISTIN DI - - - - - - - - - - N THP LIN _ 9*1 51 E ZJ27. ` n EASING 36' ME �C11 VERY CONSTRUCT NEW 36 CMP NORM INVERT 93.2' INVERT 15.2 MUM INVERT 93.6 \ Existing Grove Roads to Remain for PHASE 1 j o P rkin \47 g 20 P St ed --� Shellrock Ro ',,�(�PHASE 2) �o Chimpanzee lntrd Unit (PHASE 1) al Improvements he 189 �1 0: BENCH MASK /6, SET 5/8 IRON ROD CAP ELEVAT N 23,59' -!q2, WITNESS CORNER N 4099.0071 \\ E 6130.3140 other Ise 2 BENCH MARK 13, 3/8 IRON ROD, ELEVATION 19.95' WITNESS CORNER N 4932,3930 E 7473.1471 1/4 CORNER OF THE /NW 1/4 25-35-38 NE PROPERTY CORNER FALLS IN DITCH SED SEPTIC AREA 50003 50. FT. BILE UNOBSTRUCTED AREA _ BORING #I, ELEVATION 20.1' SOIL BORING 12, ELEVATION 20.0' 54.5' Administration Building (PHASE 2) Outdoor Area (PHASE 2) (2.2' acres) f 1 149' cess Drives (PHASE 2) - I 5' INFIDF :. „ LRTY LINE (Stabilized Shellrock) ' -� ►_ Ex;sting Group ousing (PHASE 2) \\ Lake / (PHASE 2) Well Set F. E. ® 23.5 NGVD / NORTHWEST QUARTER SECTION 25-35-38 CONTAINING 152.62 ACRES MORE OR LESS DEAD CITRUS GROVE ROWS ARE EAST/WEST DIRECTIONAL BENCH MARK 15, 5/8 IRON ROD, ELEVATION 23.59' WITNESS CORNER N 2411.6490 E 5012.2136 EXISTING 16* METAL CULVERT NMM INVERT 14.9' SCUM INVERT 14,r SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89°28'18"E 75 CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318,7664 E 4974.0628 S;W CORNER OF THE NW 5-38 1/4 25-35-38 NOT25-3 NOT INCLUDED CITRUS GROVE DEAD ROWS ARE E. GROVE T DIRECTIONAL Abandoned Citrus Grove to be restored to Native Habitat Existing Zoning: AR-5 Land Use Designation: Agricultural BENCH MARK J4, 5/8 IRON ROD, ELEVATION 23,59' WITNESS CORNER \ N 23472780 E 74 28 SOUTH PROPERTY LINE EXISTING DITCH CITRUS GROVE NE1/4 25-35-38 NOT INCLUDED Existing Zoning: AR-5 Land Use Designation: Agricultural 0 n m N � I U U W o W J _ 01),C) a ai V) W Z W EC _I W fr w Ir n W 010 Site Data: PROPERTY CORNER FALLS IN DITCH N 2295.5087 E 7496.2527 Existing Zoning Proposed Zoning Existing Use Proposed Use Total Area Administration Building Parking required Parking provided Total Impervious Area Buildings Total Pervious Area Lakes Open Space Ln_cation Map Propery Description: Lot No. 211-0001-00012 AFC- x; 4p-g; Abandoned Grove Non -Commercial Research Facility 152.62 cc Z400 sf 12 spaces 12 spaces 0.21 cc 9,402 sf (0.21 cc) -152.41 cc 3.77 cc 148.64 ae RACTOR4ILC SCALE: 1 "=200' 0 100 200 400 ST. LUCIE COUNTY FIRE DISTRICT REVIPIWED FOR CO114PLIANCE AND SUBJUCT TO FINAL FIELD INSPECTION +JM / e / I /L0�/ BY: DATE' Ste) SEE ATTACHED REVISION SHEET 2400 Rhode Island Ave. Te:: ("14a) 462-2312 Ft. Pierce, FL 349SJ k'' I: (S61) 462-2323 General Notes: 1 -All existing public or private roadways within 150' of the projects access points are shown on plan. 2, All utilities will be placed underground. 3. Existing Vegetation consists of Citrus and Brazilian Pepper. A re'vegetation plan to restore the site to a natural environment will be implemented at a later phase of the project. I I C`JJ rr-I C 1 o El Z LL- W ¢ a 0 0 S yV Vw a W 6TO C� �a w ® Z o LLJ �U J H VT PROJECT # 01 04 SHEET OF Z O N Ld W IK L' C o ® w' ` N -9 w a 0 0 W J Li r^ p"' V Uw � A OZ aa W .PON D o U � V 7 J F N PROJECT # 02 04 SHEET OF 8" tr=^ 8" M ftary C.O. 4" PI cone, clean -out box w/ 1/2" PVC 5ahitary Klo,�r - Imtroductiom 5L pv y I �:_ , r,, , ( i to aan- ;ervfce cone. clean-ou water line to a 4" FP w/ 4" PV no connectfon a" PVC to aan Itary acrvfce trench drain - T �)amrtiary Kiser - vroup housing ATc conc. clean -out box w/ 1/2" PVC water Ifne to ant(-elphon wall valve _N L �L 0 o +� �T u L 0 � N N U �p L t �m 0 N p � ° U �o � 11L 5heet r 0 0 0 P ,rye slantwal� exh. fan 7 West Elcvatiom Scale 1/4" =T 0" L U � U U V i U US R 7 m p S i Q U N U # 13 i r 0 LSR—L S� u i RS N� U N }�SUQ S N Os�u0L0 N L L t N N p U N Q1 a,�L�ONU L 3 u � Lb L43 U OS RL LL�S: .13 U 0}} fl.m�S U S L L L L. S L S X 3 O � m +� 3 L y_ a CL N N O L U U V N N U IL U- N N OOp to IV S � o Z U R L L � o U N 0 S IL �U >) o � t 42% _? o o�U u � O O 4-N U Sheet MOM " 4" drop cast this area at O' O" remaining area of floor -,, e drams to be eloped to cast conc, drafn box w/ PVC valve wash -out - m0un C r t VaIVe at vJ O AF �— onwall T_, F-13 I- A' ' 1 1 ' I Not' usEn -* M--)D 3 C l4 �-M'C C A�CS Fouhcla-tioh Schedule Mark Size Kefnforcing Top Ft'g, Elm 1Zemarke et" foundation F-12 1' 0" x 1' 0" x L (2) #4'6 Cont. W/ Oorner bare varlee-see Plan thickened edge of elab F-13 3' 0" x 3' 0" x l' 0" #5's at 8" o,c. both waye, bottom (-) 2' O" 12" x 12" e55 pflmetar w/(4) #5 vert, to col. above F-14 1' 6" x 2' 0" x L 3 #5'e cont, w/ corner bars 0101. '0" extorlor wall footing F-15 I 1' 2" x 2' 0" x L (3) #4'9 cont, w/ corner bare o' O" Interlor wall footing F-16 5' 6"w x 1' 2"t x L #5's at 8" o.c. both ways, bottom (") ' 40" Shear wall foundation - continuous mat F-17 12"W x 16" t x L 2 #5'e coat. 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I 1 y 1 :m- :,-;I-- _ - - -_L_ 1-T-I I 1 _ y1y - 1 t' ' . . . . . 9 . m . . � . -7. , , I ' !' I I I + i ' I I , •! `. I I I 1 ! 1p 1 -';.--.--°r-�'-----L--- -- ---". - 1--.-•',:' ., '.I.-: 1' 1. I - 1. +. rI �I� - . I- 1 4 --]C.• -I.•. ... . I.-. I I ,. _ I..: +°. .t�R�% ;..: 1. - 'V - `. -1. . , .A A 1. ' •+ I.. •. '�. •1, I. .. F . ••-•'ram—__________________ Y t r P. a• -•r ,. c i/8 • er-foot : •_ _ p. r} 1 r ---- I . . . . ��--1 �,rl/ -- -. - - . . - . . . . . . . � . . - ---- ------ -- ='::---� - - - - . . ---.--,:--7--= -------- � - -- - -- : - = .] 1 l : ! I J to exxl erPor`cotlebtfan f�o>z. `. '. `. `.' `. `. `.' '.' +` : ..:.:. _ ... _:__L : -' `.' '.' '. • = • r.l.. I - .- - . .to.exterfor.-eollaction.bai .' . - -1.. . I. 4 3C300 Pit F bo rrle6k rainfoiced .conc. °slab iv/.C6x10 .'- . - .. - .' .': ' ::.'....: `: • ': `- .'. ':.'- ...'• . - .'- '• °- '• . .'- .'- °. '. • :. '. • ° • °. ' '..'. ' ': • - . ':. _'.. _`. • °, '.. `.. ': • '. • '- - '- • . - I. - . - ( r 1 IF. . ' . ' . ' = wwia�.an.:DQ6 ..al ` ' or -barrier -over trcatecf cnm : '..'. '. ; .. -'. , • : `: `. `. `:' ': °. ': ': ': ': ': ': ': `:' : • - °. : `: ` `: • =: : ': ` ` : `: ` .:.:. _: . , -. . �._,... I -': -:'' P .y P. ...•6lopr, s-crvlc4-arc,q1 (X2_'- - ,• -' • { - , - .. - : , r 1 : • _ acted cleanar�d fflli. `. °: ':' ':' °: ': ': ': °: ': `: ': ': ':..'. ,• :_.' :'.: • :... ', .. - r: •. . - . - : :-.tu.f{aor.i{raln6 -. . - -,. - 1 . 1 : - ala a sar.�+fce area 1--I - .f L. p . } 1/ . fna ., r to float draln� '' _ - L F : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -'.cast-thl5'al'C _ _ _ _ __ __ _ 1 a a'O O . 1. A . •' - : . 1 ' • +. .. j rerna{nf are r' . :.:.: '- : • :.:. •: . :f s.' ::. a f la P f Q I: LL 1 :'to-bes{a tdto•�raiM•- - -•,... t' P. r. - �I' - - - -- - - -- -- - - -- -- - - - - - - - - - - - - -- -- -- - - fr - --- --- - -- - - - - -- ---- - - -- .1 E. I ,,- .,. : -1... . i7 r . fo-r 4 o0 2 cc c r: A F-13 ' ; drop slab I -_ . ', : - drop base of CBS wall __-L�__ . i ; 4" from interior ` _ 4" from interior 6" PVC to I I ! _ _ ' ` sanitary system '1 ' i slope servic area 1" to floor drain �� 1/2" recess for door / / V c ��C C q )- C-T'C Cs�c-v Roo �. I I l I I I I d I`- iV) i\1 108 l — i0 LA 6 overhead chute to group housing Z z cast conc, drain box w/ PVC valve wash -out - mount valve at 3 O" AFF on wall 8 PVC thru wall 6"PVC to sanitary system Introduction Unit foundation flan 5calc 1/4" -1' O" BUILDING DIVISION RIVIRWtD FOR oa IA a nEVIEweD er DATE_ .4'-�940 PLAN AND EIIMIT MUST BE KEPT ON JOB OR NO INBPEOTIO4 WILL 89 MADE m 0 L U 0 t u}s�� u m V L V U S l6 7 0 N OS L U % U I_ r, X:? tS l63 0{-L �11us3 0 L US %I U +3s+3 T m 43 Q S -EU Z4-US UOU OS� UQ L� 11 q, T 3� U Q d L m L L� 9) N U N K CL,4- , UO N 0 OPL OSLLm WQU -%00},0-61�5 US L L L m� iL0 U TL i L-C U O U U US S LS V-,IP a")iQ r 3 0 m m E +1 -If E O v �a o d U A~ i u m QL v aOL m' m u C, �� :2 :5 m -) T t —ram Q O —) —) rD C C).N Q OO O `S � 19\ �(,r)� W \ I ° 43 , N � p U ''U`` 0) (1) (1) 1 Z U t s_ o L f, O\ 0 IS IL L it u m L o u_2Z IL +- > . L O ° i.L , t U Q N m N -qa ' r C,Is S to -) O In v Uzi u u % N -6 1� - � i- 0 LL E . O _qc i �v 43 U u U 0 -4 � q) L- ice%._ 3 _1 � I ii � q) c.k, S__. u u (�l 5h(fct =j j- 0 O 0 O 0 0 HO 47 gaga chain Iink fcnco & roof 77E Security 5crv'icc `I\rca � ` t� 12;11x121'CB5col. (1);t' vcrt. O eS Y'l & #5 dowel to footing O 11 II 11 11 ,....... II II II II Ha�;l i VI IIII II ___s��____��®® 1 _ s____ 11 � - II ---_--.--- �� II -__ II ___ ________________. _ e --_----------------- Comic. __ drain box w/diamond plate ❑ ----El----- P--- —` alum. cover & w51sh-out ----- -- 1 1 u N 1 11 11If it n n U 11 I I 11 n II I I I IN 1 P. 1 1 I I II ii O 11jIINll1II' u I u u n n N O n ii i i ii filled cells w/ (1) #5 vert. II ;; II I I I M I I I I I I I' ^& #5 dowel to footing H elec i .............ii ......abo �Iht ylplGalrms................•....•..ii..L.....L. �..... .......... �....... .�..,...1 .. 1' II ii I i l n II n - .... !I ...........................................••.......•...... ..U... ....nu. .-................... ............. u...................................................... • i 1 . �y y \ ♦ /\ / ` D �I , �D C� ,� I <��y I a II`� 101 /, II O I n I, 101 O II \J 101 0„ II �./ - t iry q it 1 1 I O n I I 1 i ' II 1C� 0 I r5 1 ri �/" c/ I 1 1 A 1 1 1 1 1 I 1 1 chute!®j Unit 1 I j I I Urbi 2 1 1 j; Unit: �15 Unit 4 Unit 5 0 , 1 i i i i � � i � 1 thermocouple sensor in each heated cone' E Liklt water service '''��///��f��r slab `' �f;��) IV) I I 1 1 I- ..,.................•......uvs_a _••_ausu Ir•o-... .. I�� \J 1 O A VI " 9 -- ID I ----I com drain box w/diamcnd plate alum. cover & wash out •"� a Il I I II 1 I 11 \ trench draln - slope to collection boxes JJ—. LJI ul----•__ LJI 8'' 01G O If �tccl nicoh chute above Unit C trench drain - slope to collection boxes I �i�-- ' -- _� i rrcessed hose bibb w/ h rdronic stir I--------- --- ----- --- •----:------ -- C 1 f+ typical ( ) hot &. cold connccalon �} 4 u� c rcult In • oor s Alb - i I l quick disconnect (typ) ; -- o� �� i t 1 Ical of 12 I I - _I molded Lei 2,A40BC ac ry i cc u o r r i co r--------------------------------------------------I I I solar "eat:fn —� fiire ext --- worktables from 2x6 ; Pamela above I -recycled -------- ----------- ---' '---- ------ ------------- umer pla®tic "lb" __-- — �• tC-2.1 & 2.2 = Solar pump 81 controls above - — NE3 p, II_ _II I------� '� %�•, _r !I ....................... "....., .,W. J-_ _] I ........... ....... ............•............................................. 0 \ ---------------' (q' I 1 �`- 1 i I /�may slAntvvali 11An above/ slAntwall fan Above elec mets• e� e(ec Fleell "I" '�� 5/a" CDX plywood on rT 190 gal insulated storage 1x2 furring at 1" O" O.C. \ (2) 3" rVCcord. from Admilnfstratlon and 200 gal oleic;. WH w/ all (j C) 1 0 11 1P •J II 0 2A4013C fire ext, electrical "sweep" cormere to Oroup Housing, cone. hand holy w/ traffic rated cover 1'L--- —�:� r.. �2) 2" PVC cord. w/ all 6' 6li 6' 6 ,',r•�.,,� .�,�•r�.. '�- electrical "sweep" cormere, 418° 1010" 8101I t9141, alO,- ::�;--..1010" 41 nn -- ----- 'c �...-5 - 771411 .......... I.......... 1 rat 1A C) .�c Cale /4" =1U (� L011 Ec - & L— Ha TD 1�b.�/er E.1Lv i � C--.L � L � u L U•yUU U S.�3m N3°-ua Nu'ao� L S. � _• i 1T1�3 N ifl U Ns0>) N U•S U O L 0 >13+It, O�L N L'L r N N p U L1 9:13 L ID OL 3 p,pQi 'G' L U +' Ii Q UOS L N0ID , EL U >) Il.r U _ 2 LS x}.1 (1 vl �,NuoU�Q 3 O . Im In r u o E E +: E: U :W � Lti i1., u u u at U. Ok a. y_. ,L In N In U th U u. :U- LL N :2M 0 pC100 gable e et'd. t cl s Y s Rv� c Co[umh, Beam & CohheCtor 5chedu[e Co[umr o Mark 5fzc T-Kel --mforof 110 12cmarko C-1 12" x 12" C135 (4) #5 vcrt. w/ #3 tics at 12" ox, rcinforccd masonry col. - add (4) #5 dowels to footing C-2 Not Uscd C-3 2" x 6" x .25" T5 welded 36 K61 tube steel E5 c zsi m s T5-1 8" x 16" C55 (2) #7 coat. rcinforccd masonry bm. - add corner bars 5-1 Not Used 5-2 2" x 6" x .25" T5 N/A A36 - 36 K51 Steel 5-3 3 PT 2 x 12's laminate w/ rceouccanol powdcr glut & galy. 1/2" carnage bolts at 12" ox. staggered C0 MCCt0ry Indcx Allowable Loads Actual Loads Fasteners Note S PRE-ENGINEERED WOOD TRU55E5 Fre-engineered wood trusses shall be designed by a of 55M 110 MI'H wind zonlc Manufacturaer shalilrsupply (4) sets of cngfneering design drawings & profiles, sfgned & sealed by a Florida licensed structural cngfncer. Manufacturer shall supply Installation procecdures, lifting requirements and placement order as a portion of scaled shop drawings. Connectors Internal truss set shall be designed & detailed by structurall engineer. Mark Typc Uplift L-1 L-2 Uplift L-1 L-2 Scam / Plate truss / 5tud X-1 LPTA 1533 a12 1500 475 225 400 (15) 10ci x 1 1/2" X-2 KT1018 655 435 4 10d X 1 1/2" 4 loci X 1112 X-3 H-10 1225 905 500 700 125 2 3/4" X 8" A.B. 2 3/4" X aA.B. X-4 X-5 X-6 X-7 NOTE 2 -All connectors arc p rociucts of H u hes g Mf . Co. � - 800-443-6442 Installation, tempory and final bracing shall be per regiremente of manufacturers shop drawings and as may be additlonally rcqufred for stability during erection and shcathing operations. SHEATHING NAILING Nywood sheathing shall be fnstallcd w/ 5d ealy, nails at 4" ox. within 45" of eaves, ridges or hips, G" ox. elsewhere col. top __�galvalumc gutter boale 114F, = 1, u" 10 flan L U- L iS � � UNU US %:) S h U L US N9 U N }1 S U ¢ O S U NOS�oOQo N i 3 t N O p U ° 3°}1OQ�,oL lQ p -6 p S LL. N -6UO%aQ'�S 000°sus SLSx0oo— F uo07Q I_Iz; - t;�. 4.;;4 11 6e `i 2. r; L T14i t, I la A chain link rooffng panels to match wall I G urn I I ' i I I I I I �rvic� 6 gage galy, chain link enclosure w/ 2 1/2" pipe frames around i each panel & door. I I I , 1 1/2" 20 gage galy. hat channels at 2' 0" o.c.— mill ffnfsh galvalumc 26 gage "Butler kib II" panels installed per mf'r's 55CC1 110 mph wind zone acceptance X-1 12 j f ``, 12 X_1 Wood trusses 0 3 typical roof & utter typical roof & gutter\\ 3 K-13 Flbcr las ins. yp g • ------------------ --------------------------------------------- .7:-� 2" x 2" x 114" wire mesh / reinforced panels w/ 2" x 2" x 1/4" perimeter angles iz-11 "Taylorcd Foam of Florida" foamed In place block insulation mom, 8" x 8" x 16" CMU wall w/ 9 gagc galy. "Dur-o-wal" ladder ties at each third cours_ c_�—" n�ividual Outdoor Efio loorf, 1/2" foam cxp, jt. i-i /i .�' '•-K-19 Crga6ins. '� 1�1 �II F( , P----_.Q"`-�--9---'._Q_- 4� Q .i_91__ _.�i rib / i i i i i .. ._ �____d____ � - _.._.cam-�_-- - - , I top beam =r_ ____________ ____ _________ fp. 6 cone. slab w/ #4 at 8" ox, both ways " rB-1 tl� 8" Como. slab w/ #5 at 8" O.C. 5/8" MKDW ceiling ` add 12" x 24" #5 dowels at o r perf. alum. soffit 1' 4" O.C. \ TB-1 8" x 16" CB5 header wl g, 8" x 16" GB5 header w/ 9i (2) #5 Cont. 1 precast conc. header" (2) #5 Cont. °^ at window - add #6 f� a I K-11 "Taylorcd Foam of Florida" „} foamed In place block insulation1i�. I nom.8"x8"x16"CMUwall 2" x 2" x 114" wire mesh I w/ 9 gage galy. "Dur-o-wal" -- reinforced panels w/ 2" ladder tics at each third course x 2" x 1/4" perimeter ' ,filly s ',+' precast conc. header "4N anglcs\ ; / at window - add #6 frame bed embed 4' min. sloped trench to Mn w/ conc. backffll I septic service I;r, I 4" - 3000 pcl conc, slab slope floor to sloped drain k� w/ 66x1010 wwm on .006" poly vapor barrier tretd ted 1 I service n Y Corridor I --� -- ----------I I I ' locking slldc door 1 I I bctwccn Units 1 ' 1 i I 1 1 \ 1 ' I I I III , d 40" high work table from ' 2x6 recycled plast(c "lumber" 1 ' 1 _4------------- I ' 4" - 3000 psi conc. slab I w/ 66x1010 wwm on .0061, poly vapor barrfcr I treatedd , compacte clean sand fill \ I . � a e , compac " , I clean sand fill O' Q" z , base of a ----- GBS wa ll A. i - - - - - \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 18 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\ /\ \ \ \ \ \ \ \ I \ \ \ \1 \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\ / / /\ ✓ /\ / /\ / /\ / /\ / /\ / /\ ! /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ a vinyl awning window w/ 6 gagc galy. chain link inner panel , , , , 11 / ",. . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\//\//\B/\//\//\//\//\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / /\ / /\ / \ \ \ \ \ \ \ \ /\ / /\ / /\ / /\ / /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5crvicc 14\,rca GA-2.)50a[f 3/4" -1'a"-2,� Scale 3/4" -1' 0"Scale 3/4" =1' D" f�-2a MOC 5fctl,0h 5cale 3/4" =1' 0' L � L 9 0 O US 6�E 0 O S Q 3 m N3a°% Q N L 9 L ° 0 41 0 N - L �LTig3 +3 6 -C u OS�- OQ L NT3{ipO< > N i L N N L �n°LbU�'m 3°+1 ° L L ° � m l6 Q0�0S U" O O 41 c S O S L 3 L L G N� LL00 >' = i OOO US 0-S F % uoU Id U L N o TT V/ � � 0 U_ S v >) � t � j � V U 3 U Sheet ko�I , I V-crimp roofing panels not shown this side loometic -E " A-247 min. overlap of flashing 24 gage Galvalumc valley flar,hing 20" Mcic roof pancle - out to angle of flashing 90# roll roofing at valley profile of 1 1/2"valley J flashing 1' 10" � .I L Sect i o n Valley Flaohl'me chain link roofing panels to match wall 10, Orr top col 1 6 gage gals, chain link enclosure w/ 2 1/2" pipe frames around I each panel & door, i I NT5 N plywood , sheathing "Hard(plank" 5" exposed siding 24 gage galvclumc base flashing continuoue 1/16" x 4" galvalumc cleat strip w/ bronze nails at 4" o.c. all around. Fold over all corners and solder final seams res(l(ant filler strip under edge of flashing 24 gage galvalume "6-v-crimp" roofing NOTE: 30# roofing felt undcrlaymcnt con- tractor to install com- plete waterproof layer leometic under siding & roofing F k� o h 1'+I 0 NT5 min. 8" x 12" rake beam w/ (4) #5 Cont. w/ #3 ties at 16" 0.0. mill finish galvalumc 26 gage "Buticr Klb II" panels installed per mf'r's 55CC1 110 mph wind zone acceptance 12 galvalumc gutter & trim 3 G PT 2x4 subfascia �v; 8rr perf, alum. soffit tcp------- I 2" x 2" x 1/4" wire meeh reinforced panels w/ 2" I x 2" x 1/4" perimeter 1 angles I 1 #10 x 1 1/2" Type 316 pan -head screws at 2" ox, around \ perimeter of boot butyl sealant tape under base of p(pc boot 24 gagc galvalumc "5-v-crimp" roofing - keep boot in flat area of roof w/ min 2" clear to crimps prefab. incoprcnc boot to fit vent thru roof, install Type 316 55 hose clamp, at (ntereection w/ vent. Type 316 55 hose clamp at vent. i prefabricated ridge cap from sheet metal matching roof panclo #9 x 11 1/2" Type 316 55 scrcwo at 9" o.c. butyl Scaling tape above and below preformed foam closure \ 1?,00f Fcmctratiom NT5 A-297 1 1/2" 20 gage galy, hat channels at 2' 0" o.c. Wood trusses - 24" O.C. I c1 - -_� 124WFibcrglas ins. 11 1/2" 20 gagc gale, hat c�aanncls at 2' 0" ox. <:- 121 Orr top beam ,�a4. ---8► SLa� NnTES z� t at 24" ox. both waye ' Hughes LPTA truss anchor I + pipc f rams bedr, ------------------------ ----------------------- , 1 Z 1 i;-11 "Taylorcd Foam of Florida" foamed In place block insulatlon +.,. I, "' nom.8"x8"x16"CMUwall w/ 9 gagc galy, "Dur-o-wal" ,T ladder tics at each third course curtt O �cOr �a I+I IVIua� �cryi Cf}. I. E+ c0orf, 1 1 1 fire 1 1/2" foam cxp. jt. 4" - 3000 psi Como. slab embed 4' min. sloped trench to w/ 66x1010 wwm on w/ cone. backflll I I septic service .00611 poly vapor barrier treated, compacted i clean sand fill I 0 o. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ oW.\ \ \ \ \ \ 5crvicc ArcO-_____-___,_______ 5crvi cc Arca 5crvicic A r c,�i II _ I II `-------------- ---- - II I II 11 _ ! II A-297 Scale 3/4 —1 0 a- ,� Scale 3/q 1 0 A-2,% Scale 12 3 galvalumc guttcr-,, galvalumc fascia �I FT 2x4 subfascla/ perf. alum. soffit cdgc of bullding beyond 2x4 blocking / between trusses 3/4" T & G CDX plywood sheathing wood trussco bcyond Kl � c C,p NT5 i1- mill finish galvalumc 26 gagc "Buticr Kib II" panels /installed per mf'r's 513CCI 110 mph wind zone acceptance _1 1/2" 20 gagc galy. hat channels at 2' 0" ox, -Wood trusses - 24" O.C. 12` Orr top beam Hughes H-10 truss anchor 5/8" CDX plywood ceiling w/ 3/8" x V smooth lath at 24" ox, both ways -2 4" - 3000 psl colic. slab w/ 66x1010 wwm on treated, compactcd clean sand fill _ 2rr fin floor 4\/\ K11\ \ \ �% I 19 porch section —2a / 5cal� 314 iI —1! �tl r L � L U V °s�F L � U U � U S W j L m "3ao�6 + +� 43 L �0 i U -C 43 +5 T L4-US VO U USF UO L L L ro a F U U U U}� OUOO L W L %3S IL N s V L L L L 43 V UU(UjS U.S L H W N u o U � Q v N �S LL � � T � r � > o ffl ;�j U � O—u O `u v A L s Sheet IF& — ✓ 8" x 16" mom, CB5 - — header - w/(2)#7 = 0: -- — scalant caulk out boto-n 2"A- pone, block header �F . over HM doors' sealant caulk sealant caulkOR,= MW k galy. steel frame rul;tbcr silencers Doo rlTh l=ixerl W1re �he� "-.8 scale 3/6. =1' 0" finish s(do of block w/ raked joints #5 vert. each _ side of opening sealant caulk galy. steel frame rubber s(Ienccr5 Door A-2.9 door G-BOO galva frames Hollow Metal Frame 8" x 16" mom, CB5 _ header - w/(2)#7 (3) galy.'IT" anchors _. each side of frame sealant caulk F G-BOO galy. f rame5 Jamb Hollow Metal Frame fully bed storeftont threshold In sealant caulk FEMKO #224A alum. ADA threshold w/ non- skid "I'cmkotc" flnlsh 1/2" max. drop finleh levels inside/outside conc. at entry Sill A-219 Hollow Metal Fr,,�rne stop Vimy[ AwtiihL3 Scale 3/8" =1' 0" VERIFY ALL ROUGH OPENING 51ZE5 fi finish s(dc of block w/ raked joints #5 vcrt. each _ side of opening PIT 5/4" x 3 buck/trim marble sill - 54 J If 'I � Wire Sahel ® - 60" x4' 0" vinyl framc awning w/ low-c ineulatcd grey tint glaee & 6 gage galy. chain -link inner panel ®-64"wx4' 0" Mehl 2" x 2" x.25" wire mceh pancle - 2" x 2" x .25" etccl angle framce ©- 4 8 w x 4 0 h(gh 2 x 2" x .25 wire mceh pancle - 2" x 2" x .25" otcel angle framce WIM10W 50hcdU(c 8 5caic 3/8" =1' 0" 12"lecking angle- 7 77--ot- 5"x3"xl/4' �� elide door between Units � I � H � I 1 I 1 1 I 1 21 8 CEBwall r db j� 2 840 - horz. 51. wa-- v o- ?, I"thlok peyetfpdaa sheet&running ralle - — rtTTT &.. . . . hold stucco back 1/2" from alum. clean after stucco (nstallat(on TIzIFMCO "Mono" caulking A2.9 lll5a Vihyl Wim1 OW5 ill C5, 311 311 1 5/61 marble sill - ect In white . portlant thinsct, clean-up immediately — caulk caulk under sill door framc cast 3/4" 1/4 round trim Into sill ends & bot. CB5 wall screen & fram sealant caulk I r - "_' painted cast : : = _ - conc, sill mom. 8" x 8" pourc - _ = conc. s(II w/ (1) #4 : cont, A-2.9 1n5. Vihyl Wih�owo ih C5' N 2a34 - horz. 5l. Ipdraullo vertically operand 118' steel plate A-I-1211 (2) pair HD steel hinges each aide double lock 55 rafn hood HM door &frame bx x 3a, lam. v' glmokInmetal frame," ' ADA lockscti `♦`LADA sill IJ 1 M 3068 - galy. HM 8 Medco cyllnders on lockeet&deadbolt. 6"x 30"wire glass lite. ADA clooer. HAM Toton' #78D-224HD hlmoos, remke #274 Athreshold 3068 Chain Link 6 gag, galy. chain Ilnk, 3" galy, plping WI,P,r4r,L- z - (2) par HD steel hinges each aide double lock }(� t 2 pr welded 41 43 N 41 hinges [t%�_L fi��ll,i i EL�t�3 +3 %S 'L O ((( 43N N -C > Q s H 0 1 os x L L Oie N out a L IC QpUOS LL. 3068 Wire Mesh 3/w. M, 1'o"N 43 ° 3 °; 0 uuuos ADA lockeet & deadbolt, safety chain HAGR "Koran" \a-Z• 8� 0.25' wlry 2" x 2" mesh Inflll - 2" z 3" steel tuba frame S L S x p 0 0 -- #7&0-224HD hinges, remko #274 Athreahold (2) Pk HD hinges each eide. double welded lock strike F- % P 4b 0 U -I Q J P123068 Chain Link 6 gage gale. chain Ilnk 3" galy. plping L41 L U 0 r � 'IIjh1.��Yllll�l � u3uu� 0 V L L double lock plates 0, p rK 3068 - galy. H M wiv, vo" ' ♦`♦ I � i�C~ ' M1"w.wa Mlrl.M4. 1 1 1 A� 1 M1UY" I 1 O 4040 1" Poly 1" polyethylene sheet door panel & elides i[S &Inc �che�ufe omitted this Previous Det� �W � N U N t tL 1L U T 4040 x 1/8" steel plate 0 o o �Q l9 _L".polyuly�lanashaa4.luor.paw" elldag t+� o f] n off e=b- PPP --TM, C`' GHuidt v U S � o U z L � a o o a I IL L L u m O 3 Lo L, 7 IL L u o N S � � oo� N N 3" x 3" x 1/4" steel angles along edgco of 4' 1 " "chute" -weld .250" x 2" x 2" woven wire mesh welded into angle frames -----------------------------------�- _______1/4" 2540 steel sllde door beyond ---------------- 3" dfa. x .250" steel tube cols, at 10' 0.0. ChuteCr000 5ectioh 1"=110It Hinge Plate LocK r (an Lock Elev- boor bet 3" x 3" x 1/4" steel angles along edges of "chute" - weld 1/2" x 3" double steel plate w/, solid .250" x 2" x 2" woven wire mesh 3/4" x 1 1/2" polypropyiene solid (2) 1/2" x 6" -_edge of wall beyond anchor bolts (2) 1/2" x 6" 1/2" steel h(n 9 plate late anchor bolts x�_ ' 3/4" Type 316 55 thru ;:;:,t�; ' (2)1/2" x 6" , bolt w/ aircraft grade ,. -�•::::::r;;:..::::::::: anchor bolts ' wired nut ;.;�Y:i:: �;"':':' weld angle to steel 1 1/2" x 2" x .25" tube 3/4" Type 316 55 thru-steel tube w/ i/2" ::';r.:..:. dla. Type 316 55 bolt w/ aircraft grade _ wired nut hinge pins at reaction points H1 1/2" x 2" x .25" in e Plate Plan edge of wall beyond 9 steel tube (2)1/2"x6" II' eal.-fEjH-fI-e-N"L anchor bolts 6 L I PI W ii DO-c> 2- PC, HC-L. 1 1/2" x 2" x .25" steel tube C155 wall beyond weld angle to steel 1/2" x 3" double steel plate w/. tube colld 3/4" x 1 1/2" polyprope- Medco cylinder lyre eolld continuous bcarfng padlock block top &bottom MCC of wall beyond 1/2" x 5" A.B. at 1' 4" ox, ri 1 1/2" x 2" x .25" steel tube ------- ,weld angle to steel tube 1/4" thru bolts at 1' 4" o.c. Medco cylinder o padlock I15211=11of[ Exterior . 2' Fw x 4' 0"h :mcnt steel plate door 2" x .25" steel tube w/ ypc 316 55 hinge pins at _ Y L I i " r 7 I , I , „ 4" X 4" X .25" angle lockfno plate w/ (2) 1/2" x 6" A.B. 1 1/2" x 2" x .25" steel tube w/ 1/2" ela. Type 316 55 hinge pins at reaction points Hfngde bracket 1/2" steel hinge plate w/ (4) 1/2" x 7" anchor bolts Hfngdc bracket 1/2" steel hfnec plate w/ (4) 1/2" x 7" anchor bolts Tvoc Vfll Chute Door -Exterior Elevation 5ll�l h��l l 311 = 1f oil 5" x 16" C155 header w/ (2) #5 1/2" x 3" double steel plate. w/. solid 3/4" x 1 1/2" polypropylene solid contlnuous bearing block top & bottom 3" x 3" x 1/4" steel angles along edges of "chute" - weld .250" x 2" x 2" woven wir;s mesh welded Into angle frames 1/2" x 3" double steel pluI,x w/, solid 3/4" x 1 1/2" polypropylc„e solid continuous bearing block top & bottom 2" x 2" 1/2" PL w/ 1/2" d hiv c. anchor bolts at 1'0" ox. around perimeter a 5" x 5" conc. poured sill w/ (1) #4 Cont. exterior C155 wall Interior floor level Chute & Door 5eotioh 1" =110It 2x6 "Ecoboard" solid poly "lumber" fastened w/ 3/5" galy. carrlaee bolts 2 Fa ------------------------- 01 ill' 'r h o 1/2" x 5" galy. anchor bolts at 10" o.c. 0 3" x 3" x 1/4" steel angles weld prior to hot dip ealy. Section l+��oor �l�itform I�etaIlo 1"^110'I O 0 0 0 i/2" x 5" galy, anchor bolts at 10" 0.0. 0 3" x 3" x 1/4" steel angles - weld prior to hot dip ealy. er(nd all corners smooth before hot dipO*- 3" x 3" x 1/4" steel angles along edges of "chute" • weld 1/2" x 3" double steel plate w/. solid .250" x 2" x 2" woven wire mesh 3/4" x 1 1/2" polypropylene, solid welded into ane(c frame® continuous bear(ng block top & bottom Exte r i o r NRP S'rud9 G 35 WP%L(- <??4 ---0---------o ----------m — — -- ---_ 0 ,_ /%J// //i� !i / ' �� P I.tE 111i1. eH M;// / 'i%'%''lid is''J//�;ii %l�0�l//r'��ifr,'/��'��l 4" X 4" X 5" angle locklr(g h plate w/ (2) 1/2" x 6" A. 5, Type'iv - Elevatioh L-0C.14. AE u t 4-rs 3" x 3" x 1/4" steel angles 1/2" x 3" double steel plate w/. eolid along edges of "chute" - weld 3/4" x 1 1/2" polypropylene solid 250" x 2" x 2" woven wire mesh continuous bearing block top & bottom welded Into angle frames =Nr2PLj'jOP �I.'('S I�PQ eoT ( O._____- ------ 0.-------- __0.,_------- O---------- p----- ____ 0 I i�U(-i(Wif(i/(,U( iYr ,lr X` 0------0'----------' 0------------ 0- ------- ol---------- a---- - I- 4" X 4" X .25" angle locking plate w/ (2)1/2" x 6" A.B. Exterior 1� 5" x 16" C135 header w/ (2) #5 1/2" x 3" double steel plate w/. solid 3/4" x 1 1/2" polypropylene solld continuous bearing block top & bottom 3" x 3" x 1/4" steel angles along edges of "chute" - weld .250" x 2" x 2" woven wire mesh �. welded into angle frames 1/2" x 3" double steel plate w/. eolfd 3/4" x 1 1/2" polypropylene solid continuous bearing block top & bottom 2" x 2" 1/2" PL w/ 1/2" ealy. ;} anchor bolts at 1' 0" ox, around perimeter 5" x 8" conc. poured sill w/ (1) #4 cont. L 41 U � N3�UR 0 L� 0 ELTS3 � N OstF-oO L U B T34'VO L N L L N N O N m0 L P�N u 3 0 N O U 0 L ��p�OSu N 43 -6 UO}jp��S U L L L L Q p U it L L U U U U S Q S S LS X}10 0- 1 %NUoU-)Q U interior C155 wall U N F? m m S n Z q L 0 < OL 1"^110" LL N I 11 L i V 43 U p[ V J LLL L 5" x 16" C135 header w/ ILL Z: 0 a (2) #51>1 • Q IO 1/2" x 3" double steel plate w/. 6olld m N 3/4" x 1 1/2" polypropylene solid S continuous bearing block top & SO bottom O ^ 3" x 3" x 1/4" steel angles along edges of "chute' - weld .250" x 2" x 2" woven wire mesh Welded into angle frames 1/2" x 3" double steel plate w/. solid 3/4" x 1 1/2" polypropylene solid continuous bearing block top & bottom 2" x 2" 1/2" PL w/ 1/2" ealy. anchor bolts at 1' 0" ox. around perimeter 5" x 5" conc, poured sill w/ (1) #4 Cont. exterior C155 wall 1It ^ 11 0It Type I - Exterior Elevatioh Chute 5ectiah 1" =110" U N K C'N L �7— o IL U � 0 � j U � 0 U 3 J O � Q� U Sheet AA 0� 16�) H e> GO IT Type MLO - 200 amp - 30 circuit - 1 phase - 3 wire Load Watts A Circ. A 5 Circ. 5 Waits Load 1500 30 1 2 20 700 Lights EF-1 & 2 1500 30 3 4 20 700 Lights GFI KCC t. 300 20 5 6 20 300 GFI lzecpt. GFI PCcpt. 900 20 7 L5 20 900 GFI 1Zecpt. Emerg, Lights** 300 20 <- 10 20 1 900 GFI I2ecpt. Timeclock 300 20 11 12 20 300 Exit Lights ** 5olar pump 300 20 13 14 — — 5parc 5parc — — 15 Spare _ — 17 18 — — Spare Spare 5parc Spare — — — — — — 19 21 2 20 22 24 Spare — — 2 26 28 30 Bus A 53100 20.7 KV A *not in accumulation Bus B 4600 ** Battery backup Total = 10700 watts / 240 volts = 44.0 amps Note: Circuit # shown to determine number & size of breaks, Panel directory shall show as -built circuits 1 Lie ht FNt, u r e 5c h eel u e Mark Description Lamps Finish Mount 1Zemark5 No, Tvoc Watt A Metalux VT2-296P1,-120V-E581WL 2 T-a 35K 32 grey celling gaskcted flberglas "tub" fixture 5 Illumihating Exp. #2320 1 FL 16 White Wall Mount Vert.-316 55 hd'w. E Dual-Llte LXUIZWE LED 3.8 White Uir(vereal EM Dual-Lite EZ-2) Included White 5i.irface EF-1 Grainger #45052 -1)2 Hp - 7100 GFM GALV. Wall 5LANTWALL FAN Security Service Area %L u II ,I II I II ,1 II I 11 II II I 1I I II I n ,I II „ II II n 11 n II I II I� „ II ...................................................................................:.............................................................................................................................................................. .... .......................... .......................... ........................ . 4.1 ..................................................:.:.....................1,....................................................................... II �I 11 II „ II I'IIIIIIII' 1 1 I 1 I I I I 'Illlllll� loading chute Unit 1 Unit 2 j I I Uri I I j, Unit 4 Unit E5 Unit t I I I I I I I I I I I recessed hose bibb W/ ; camera JB w/ power I I I 1 I ulck disconnect typ) & coax arcq'd. - typ. ' I I I I °thermocouple Aien.p.r,ilI-.••„ •... • a• L---- --- s 1" sch 40 PVC to 1 1 1 1 each heated conc, slab Mcch. Cl. .............. �J vuYu............... ' . Y.YYY�,Y... ......... ........... ... %� ❑ X \ draln'e '-.010 O-- Service -Corridor `--� _ — _ to collection boxes iL---------------- ----- ------- ----------- " 42" gfl atln ® solar collectors overhead ............................................... --------- -------- ...... he g r--------------f-`�--af --I I------�---- +42" gf! 2A40BC - 1 circuit In floor s-lab -controls fire cxt - typical of (a) & pump \ I . i E - ©Iz I TC 2.1 & 2.2 above I fl- — I � - _ -- --.I ---- - -----------I 7-- EF-1 I 1 I I --------------- ------slantwall fan above ---------------- -----1---------------------------- I 1 ' elcc meter 1 Elec Panel loas7a q-iogqsna .793NA J cat. 5 Internal cable. MINIMUM EO' t-IQM duilhlNDe � fiberoptic backbone (2) 3" PVC cond. from Adminlstratlon w/ all , I electrical "sweeps' corners to Group Housing ' ' - -a - i UG 50 gal propane tank------------------------------------- 1 I 1 ----------------I 200 gal.js,� water heater w/ aux, galy. pan insulated water (Ines to solar collectors I I I I 1 i TC -1 I ITC-2 (5) 510 in 2" rvC cond, metere rand G 200A 30 clr Z�A panel o 1 ph 2" UG cond. to clec. service UL 0-0und red max.25 -1me so j; ou! I Efectric�l KLw-, ioer #4 ground bond to rebar In ft'g. NT5 u NOTE: See A-2.3 for final on roof conc, hand holew/ -- miiGoW & door IL)cati0n6 traffic -rated cover ------------------------------1----------------L----------------------------------------- - --------------------------L----------------------------------------------------------------------------------------------. lntroduction Unit Electrical Flan Scale 1/4" =1' 0" LiEE A-2.,2- 4 P�- -2.3 r-o�.- i'wm2-,. FI�^fUn�.S 1 i U L U U U S R J i N3�uca F L s, L RA 0o� NCX u0LU X Q N T 3 F U D L L 611 03 OL}NiN 3 N 3O U�ON43 0 U 0♦j fl-��S S L L Q N UTLi U U d US 0S FSi¢+ o0U�d 0 E o � a a U � � N N n Lt u N 0 o ao m 0 00 WiK)o , BENCH MARK Ni, X-CUT IN HEAD WALL, ELEVATION 23.496' VATNESS CORNER N 5045.6894 E 4886,9816 Existing Road Crossing -� D.O.T. STATION 147+30.32 FOUND NAIL N 4981.7654 E +833.1669 EXISTING 38' METAL WLVERT EAST INVERT 16.1' WEST INVERT 15.8' I EXISTING 36" CULVERT & DRIVE TO BE REMOVED 7.0' 177.0 ILn C; I M I N �0 r= w UN (T`(� w V1 ? c) � I C� I I� �00 Z N M NI � � 3 LO �N o � O Ln N O O UU U� W 0 Q ILJ i (D I Q) J 21 D- LLI LLJ 25.0' U 65 � I 4 In U N R D.O.T. STATION 120+68.50 N 23 E 48 NW CORNER OF THE NW 1/4 25-35-58 NW PROPERTY CORNER FALLS BETWEEN DITCHES BENCH MARK M2, 3/8 IRON ROD, ELEVATION 2' 00' WITNESS COB FIR N 5000.3891 E 5006.2253 EXISTING %A METAL CULVERT EAST INVENT 15.2' WEST INVENT 15.9' ORTH LINE SECTION 25-35-38 Goldsmith Road 20' WIDE DIRT ROAD N ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - _ tlgfllh E LINE ti 51"E 2527. ------ --_--_---_----_ -_-- CONSTRUCT N W 36" CMP NRNR MSC �� INVERT 15.2 II Existing Grove Roads I Sta ilize to Remain Shel rock Roa �� Project •� Drainage 9134sin BENCH MARK /3. 3/6 IRON ROD, ELEVATION 19.95' WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE / NW 1/4 25-35-38 N N NE PROPERTY CORNER FALLS IN DITCH EXISTING SWALES AND BEDS DRAIN EITHER DIRECTION (TYPICAL) - EXISrING DRAINAGE TO BE MAINTAINED OUSIDE OF PROJECT BOUNDARY kgdwlc E AArog000f SO, !T. AREA MIrAnoN 20.1' SOIL. BORING #2, ELEVATION 20.0' A minis ra 1on 7 Buil - j�hlmpanzee -=' Introduction Unit F.- �I r� 4I Access Drives Mobilized SheNrock) BENCH MA ROD CAP /5 ___ Ii• V w I NITNESS COP ` - N 4099.0071 40 Group Housing E 6130.31 Set F.F.E. ® II ''3.5 NGVD zo.s' AREA OF ELL LOCATION WORK �" I I Lake .6, INSIDE PROPERTY LINE ,`va�Iyy►. �I I T 4' zooq-0q-71 II �� II Existing' 6� Wells Project Work & Drainage Basin Boundary (typ.) 06, SET 5/8 IRON le A# NORTHWEST QUARTS SECTION 25-35-38 R CONTAINING 152.62 ACRES MORE OR LESS DEAD CITRUS GROVE ROWS ARE EAST/WEST DIRECTIONAL „!! BENCH MARK #5, 5/8 IRON ROD, ELEVATION 23.59' WITNESS CORNER N 2411.8490 E 5012.21-56 EASTNG 16' METAL CULVEPT NORTH NVERT 14.9' SOUTH INVERT 14.7' j SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH CORNER FALLS BETWEEN DITCHES N 2318.7664 E 4974.0628 SW CORNER OF THE NW 1/4 25-35-38 DEAD ROWS ARE E, SOUTH PROPERTY LINE 93 e GROVE r DIRECTIONAL A* U BENCH MARK #4, 5/0 IRON ROD. ELEVATION 23.59' N EXISTING DITCH 54.5' PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 THIS SPECIFIC PURPOSE SURVEY ORIGINALLY MADE TO DISPLAY EXISTING WELL LOCATION IN RELATION TO PROPERTY LINES. MODIFICATIONS ARE MADE TO INCORPORATE TOPOGRAPHIC AND SLPTIC INFORMATION. u4®» ADDED FOARM BOARD TIE-IN: 9/25/2000 REVISED: 4/26/2000 REVISED: 3/20/2000 FIELD SURVEY DATE: 12/9/99 DRAWING COMPLETION DATE: 12/9/99 F.B.: L1 PG: 32 FILE: .-99205. dwg SCALE 1" = 200' SURVEYOR'S NOTES: 1 BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452. BLARING BASE IS THE BASE LINE OF SAID MAP. 2.. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT 3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F, 8`-19-91. 4.. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. 5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6.. R/W = RIGHT-OF-WAY 7.. FENCES. DITCHES, AND IMPROVEMENTS NOT LOCATED. 8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. ` 9, THE PURPOSE OF THIS SURVEY IS TO SHOW THE BOUNDARY LINES AND WELL ON THE WEST SIDE OF THE PROPERTY ID COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL. „ �JRVFYnR'S NOTES MOIL II"tl{�I ls."I•�h1d""� °�, "�`,�y�}'i�i 'tr .�L'4. Ssg, �p �� ,'� i ELEVATIONS SHOWN ARE BASED FROM BENCH MARK 1, X-CUTIN HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN VTRTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED THERE FROM...; CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NGVD29): NAVD88 + 1,475 = NGVD29. oK 9-Lz SEP 2 5 2000 fl I SPECIFIC PURPOSE SURVEY OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25, TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS, DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES. FOR INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida CERTIFICATION: 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. o corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOIST, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH UNDER RULE 61C17-6 F.A.C. BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. I-il UP 2 5 2000 P2•t-17 r -;Il '190 0 410417 / CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER 1850 PALM BEACH ROAD, STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 CHRISTIAN FENEX, PSM (561)283-2977 (561)283-2979 fax FLA. REG. #5102 NOT VALID WITHWT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. s t - a rx r. ,i � s±"� �-.. d'' _ r�.4x ai •, t:. ., m „I ,;;�y' .,. w _'',-., rv.Ji _ � a •y, n:: v �. � . ,., :. � -<s, v;,y'e J` .. ...,- r Fr'' .kr '. �� a a, y " 1 R y "' e :. ,..:: .,�„ r-¢r. From. :%r P r:vw: ,:. ;?J�F• M., �?':..,�Y ,,. * �'r e, u I I r 1. f e A 9 I' r I I .1:.- .::. .. .. �'., p .., i.. b' . ,d '!J't ., :+,.. .3. a,: ,},✓:,.- ,r._ ;.„ Y . .7:btf:�`" Mr r:w. '_r' . .�. ., :. :,: .' r �. I :: .'.: �, .. w, Fd ,x:-.. ..:A ,. 'Yn.'a+, •Mier, ,.: :t - .,, I I r't`.,t � , r ..,, .. .. .':,:. i.. , y.I. :..L� rx 'r. ..r '. •. y 'in 4. :1:. ....' 4 f�.:� r -: M1. n 4/ .., ,...(%4 - y ., nr ::. .h r i A :i ?��. x i 3s. ... ,/ A „ •K i ,.. ... -, .: elope „ 61 o e 1/S er boat to flush box a - �ws s.: 1/8 per foot to flush box 6 min depth G p cast cone flush, cast conc. flush- nut box w/ 1 J out box W/ 1" 4 ' pr � WaSh-ollt x��a�°?1 •; t '� �.� s . wash out ,.-- ` I,. L1'r,�. , . '� - 't T�7-.;,� .y, , : V ,G ,. :" . ... _. %;k.;'. a `^i! f .;�I 'e ' :.),r "• � '''ntf""''a'� '�, i ••n_r3�` �'� m 3 �� I I , I \ 5 I 14 •t' a' r. sr- — ,..::4 ,. . �...: , ,. ,'a¢e I$� t>mAdy' . , ': r. ,. a :<., .d... ...,.. .. .. ;.! a>n' Y :-. .,,, :•'.: ,,. 9v, ., .. •: mr. �"', t'"r -,; 7,d1y79: ,..: 0; :_!. :. r,':x {�'r,+ `�r�"• .'.,: a. . -.. 9- . r - ,:...,. -4.,., _ ,.. v.,.., I....-� .. ,;m;.. I z _:... ". , :.'F•k rl y�, {. '±r'o-'' i. +r 41, r, ,,., .at .�+ ¢i`.' .. ':">;•,{'x a rf�'�eY�' '°�5 ��y r Irk V �.. 'P �,,,-a..� F.:,,. •tl, :'IV:-..�.,�' „ r , :> r;.. '�'��{t\ ;cr. ! ". ,.T .. J, :. I 'P.n , r�.� fa^rM1. ,. „N.,.... � ' ,yvi. ,,,e' ., � . r.. .�'% !M �:. K ro-'". �r .: ..,,.,. TJ.>... .. ::. t. . ,, .., :: :. .c: ,. ,. -. ^.��"'.;. �_.. ._-' `,. +�" ",v r. r'"' y ., ,a:.., r', '�.,>-«tl"4. r, ,� I,. •S.",+ rf •.�e �L ;;: +r;v . ,. Vt.; -,'.. :. i .' / �` ( ,. ,_.-'. .. .--'--� „r. al. .,. p,;r. ,,.p•.;:, w'r .=.,yr '�,,; & '.^..�'k F rnr' #- .. ," r..:r „ : Fe3.:, �3';` � , •. a x.r.'.:.: ..: ., . -r.. c z'ks.T 4 3000 P51 Flbermesh reinforced conc. slab w/ 66x10 0 ` ♦� ba,�', , ry x ar3<.: �, ,. x'@ '*j76 '�4.w b a �,, ,,z'�{�, /— wwm on .006Ir poly vapor barrier over treated, com Fou+idatiofi �checlu(e Mark 51ze Reinforcing Top Ft'g. Elev, Remarks F-11 1' 6" x 1' 4" x L (2) #5's cont. w/ corner bars -) 0' 4" exterior "closet" fouMeStlOM F-12 1' 0" x 1' 0" x L 2 #4'9 cont. w/ corner bars varlee-see !'Ian thickened edee of slab F-13 3' 0" x 3' 0" x 1' 0" 45'e at 8" o.c. both W#ys, bottom (- 2' O" 12" x 12" C55 pilaster w/(4) #5 Vert. to col. aboV „. F-14 1' 6" x 2' 0" x L 3 #5's cont, w/ corner barb 0101, exterior wall footing F-15 1' 2" x 2' 0" x L (3) #4'e cont, w/ corner bars 010.. interior wall footing F-16 5' 6"w x 1' 2"t x L #5'9 at 8" o.c, both woys, bottom (-) 4' O" 5hear wall foundatlon - continuous mat F-17 12"w x 16" t x L 2 #5's cent. (-) O' 4" enclosure base :r�lll a'ti"I e. lhtroduc�tioh u+�� ou a 4 6- ON y AI uT:l '. I i• Y y l µ f U V 0 V U ySy11�� V i U i h U ry q p I��* A y p4 p 1 Air 1 tL.w,bS P`�i4J h��U hLl� @�'tiJ��vi."J 1A�Vill+ S L AnE SUBJECT 1C ANY COMECTlvNa REQUIRED BY FIELD INSPECTORS a a" THAT N 0 1r19Y CE N800 ARY IN CRCLE TO N L L � � 00IMPLY WITH ALL APPLICABLE CODES, = -p U sN> N m S U Q S N r L No NL U Q7. Lucm COUNTYUN7Y BUIL-MG DIVISION .�U L u 4 N N N L U pigV'IEWEp 9 LL v m rof V�I WOE u L u L S N ID RRVIEN1aD u o �' Q_ S b 2f U S L U L L B n N a u u Q L DATA "rP _ S3. rnERtR17 OR L U S S t oS �XN v 0= MU6i ®� St_ NO MADE p 1 t6 N tl 0 U pa��:��° I I, a P y F• -a ti T L � L o I LL U U L N � m L ,V u LL >Y { O LL 7 L O LL L U , ltl u m N S Ito ot o Yg V Cc� ^U I 0 It A, "Ory 4q;1 1111 41 rn-g Igg 4111 46'�j i'I n 1 �iRZ4 j, XP� RII t, 467., 1 *g g sp 4, 'r a: jj 'A 1, J� 4M, $1;'%. A I !, W, "P N T- I q• T� r - I I i i4diit i 4a I Al n� A 0 'pi n, - 1W It, nr, A X MIA hWI 11111111111 1 Sig.✓ •rf��, �"A, 'K: M RM *001111511'�IRW PAW INTOW".. r f KIP 115 epee Chaim lit'rK N A fence to roof . .. . .... ........... .. ....................................................................................................... ...... ............................... ................................... ................................................... ...................................................................... ........ - - - - - - - - - - - - - - I I - IL - - - - - - - - - - - - - - - - - - - - - - - - --------------- 4 ---------— - -------------- ----------------- ------------- ---------------- ------ ItLt Security 5crvice, Brea elo c Blab to a" trench drain EW Q Ir II box w/eflatnotid plate i ' I �\ --- —' O alum. cover & wash -out , �12_11 x `lz' C155 Col. (1) #5 ycrt. M & #5 dowel to footing - — - ------ ----- ftl T�, V I Lid W4 I it it It to - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cork. drAlh box W/dJAMOMd Plate - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - -- alum. rover & wash -cut it �� im11 it trench drain slope to Collection boxes I; 4" filled cello w/ (1) #5 vert. V & #5 dowel to footing sleeping platforms above - typical 63 ii it it 9 9 ? �: ? --------- - j 3' 01- ------------ ILJ Lj ------------ ---------- - - :21 Lai --------- IF 10, 0 jo, o lot L lot 0 11 I(Y 0 a f e� 115 101011 IICV /e-x V�/ Ghutc abovc Unit 1 Unit 2 unit 3 i Unit 4 Unit 5 b Unit 6 FLIxlt water service trench drain slope IV IV to collection boxes edge of roof Above ridge IV ............. .. .... .... ............ .......................... ........ .... ............................. .......... ....... ... ........... ...................... .............. ............... .. ........... ............... ............. ......... ....... ... ... / .. . ........ .. . ..... ..... . .. ... ..... ................ .................... .---: ------------- ----------- El ------------ iLiLip ........ ............................ ....... .............. ...... F-4 - _7F ------ ------- (JEJE1 ------------ EJ ....... ------------ EIEI IEJ 'Jolopc 510b to --- rcccs5cd hose blibb w/ -- -------------------- hot & cold connection --- ------ oluick _disconnect (ty p) -------------------------- ----------- ------- ------------- ----------------- ........... ............................. ............................... ---------- solar licarime fire ext, worktables from 2x6 panels Above "Ecobomre" recycled------------ TTCi led I -------- ------ ImetIr, "lumber' 2.2 solar pump &controls above Ell - ----- ------- It ::-- .............. ........ ... ... ...... 77 �-N' ............. ... .... ........ .................................................. ...... ...... ....... . ......... ...... . .......... ....................... ................................. ...... ------- ---- - --------- 7 S(MrttwAl I fan above 7 Tan aiI elec meter 5/5" CPX plywood on FIT Elcc Fame (2)190 OMI Insulated storage I Ix2 furring at 1' 0" a.c. and 200 gal II WH (2) 3" PVC cond. from Admlimletration w/ All electrical "sweep" corticre to Group Housing-. conc. hard hole w/ traffic rated cover - — - — - — - — - — - - — - — - — - — - (2) 2" Fvc cond. W/ all Ml 2 la electrical "sweep" corners 61 2 1' 0 lit .1 41 10101, a, 0 11 1 \9' 4 a, 0 0 41 a fl L 77' 4 A Ihtroductioh Unit �(ah ~`._._.:_•_ Scafc 1/411 =11 0" L L U L 1% :1 L T E L L )�P CL to V U R. L fit 43 L 0 q L 13 O LL L LI r r 0 iL LL U_ U. U. i r IC1 LV rT 2x4 subfascfa perf. alum. soffit 12 1 � 6 gagc galy. chain link enclos w/ 2 1/2" pipe frames around each panel & door. embed 4' min. w/ conc. backf ill Wood trusses - 24" O.C.\ chain link roofing to match wall _ I 1 i I I � I I � I � ---------------------------------- f r vi cf /�1"P� Scale 3/4" =1' O" mill finish ealvalume 26 gagc "Butler Rib II" panels installed per mfYr, 515CCI 110 mph wind zone accept; m '..w r vk r t x.s ,. {- ✓ q x t .y. yi R,�"y�w`�rj�-Al�� y �� , �fl •i-�,��a � a f '% ,. Jf �:''�` ..keJ �""�- v nw>�,w �yT kkFn "'3a4, A 9i'h�ki+ itx 'O•a mill finish ga►valume 26 a iit gage "Butler Rlb II" panels g installed per mf'r'e 51!5CC1 Wood trusses ch�Ah21's2f�,3d"gab. I*at_ mph wind zone acceptan 24" 0"C. _channels at 2 D" o c� 12 R-19 Fiberglas ins. 12` D" top beam A -I 6" conc. slab w/ #4 at 8" O.C. both ways 5/8" MRDW ceiling i perf, alum. soffit 8" x 16" CB5 header w/ P` ` a',x 16" CB5 header w/ (2) #5 cont. (2) #5 cont. R-11 "Taylorcd Foam of Florida" foamed in place block insulation precast conc. header at window - add #6 ervicex`: 5g; e vinyl awning wfndow w/ 6 gage gale. chain w r - link inner panel locking slide door between Units' I ; I I (� 40" high work table from 2x6 recycled plastic "lumber" --------- ' 4" - 3000 psi conc. Blab w/ 66x1010 wwm on .006" poly vapor barrier treated, compacted \ clean sand fill \\ ' base of �} It " CB5 wall 7-7 ,9Il Section Scale 3/4" =1' D" 7 t 8 S t�OU US aQ1= V t U t ^ L u ap N !' L V U q _ L FLA2 0 .t, Tye U OSF'X�< U q T L U � t t mo.t-oU�n u av�u'%orU-o u S L Ij n 4301 V T r- uouUsa-r HINNuoU-11< U 43 ( N N S d Z L � o t o LL. N L u � m U tv M Cq LL 11'�' V O W 7 IL r , o < N u N j n O U L O N o 7S S v T S � 7 }� U 7 J L S U 5hcct kC3 � OW/ pancl5 not shown this side 16omctic E \ �-L7, min. overlap of flashing 24 gagc Galvalume valley fla®hfng 20" wfde roof panels - cut to angle of flashing 90# roll roofing at valley profile of valley flashing Valley �la5hing Nr5 �'� yN+.,� Wx Y aqaa 4 a rt OM 1 ° top col embed 4' min. w/ conc. bXCkflll )sur id "Hardiplank" 5" cx,poscd ;•.5 - /Siding 24 gagc ga'lvel urr!� base flashing continuous 1/16" x 4' galvalume cleat strip w/ bronze nails at 4" o.c. all around. Fold over all corners and solder final scams resiliant filler strip under edge of flashing ♦` 24 gage galvalume "5-v-crimp" roofing % plywood NOTE: 30# roofing felt sheathing undcrlaynI con- tractor to install com- plctc waterproof layer 1Bometic under siding & roofing w1 #10 x 1 1/2" Type 316 pan -head screws at 2" ox around perimeter of boot butyl sealant tape under base of pipe boot \ 24 gage galvalume "5-v-crimp" roofing - keep boot in flat area of roof w/ min 2" clear' to crimps prefab. neoprene boot to fit vent thru roof, install Type 316 55 hose clamp, at intersection w/ vent. Type 316 55 host clamp at vent. rF W,5i F I i s3 H ki NT5 1zOof min. a" x 12" rake beam �-2 a 1 1/2" 20 gage galy. hat w/ (4) #5 Cont. w/ #3 � 10 trusses channels at 2' 0" o.c. ties at 16" O.C.mlll flnlsh galvalume 26 24 O.C. gagc "Butler Rib 11" panels installed per mf'r'S 515COI 110 tan mph wind done acccp cc Vr•'T. " F 5.'{�&^- ' '`,' •i�'r',' "t. °n G+n�",, •A 1..: ' /,. Fiberglas Ins t 1 1/2" 20 gagc gals. hat ` channols at 2' 0" o.c. I I galvalul 2 1O gutter R-11 Fiberglas Ins. ' 14de111,,l�hii, i,'�• _ to beam s daUwlm Y it °sF all ��.�, �`w - P 5/a" T-111 plywood ceiling 10` 8rr J w\------------ OW .._ 2"x "x1l4"w14i w ref oreed panels w/ x 1/4'' 2" \ perimeter W Angles .- a", 3000 PSl conc. 610b w/ #5 Ili f'2" irot ways, add 24" double hook Barg at 24" c.c. around perimeter Hughes LFTA truss anchor pipe frame beds ----- -------------- \ R-11 "TAylored Foam of FlorldA" foamed in place block insulation mom. 8'xa',x16"CMUwall w/ 9 gagc gelly. "Dur-o-wal" ladder tics at each third course r z r r EiC��r� Uri r Ir 1 I 1/2" foam exp, jt. r sloped trench to L$' 4" - 3000 psi conc. slab I m on septic service 006"x10poly 10vapor w barrier treated, compacted I clean sand fill ----------------------------- ------------ J I'T ff e------- - -- ---- �-- ----------------;---- , � C `chAln link roofing panels to match wall \g" 12" conc. beam w/ n (4) 05 Cont. & $3 ties At 12" O.C. service 1/2" foam cxp. jt. sloped trench to septic service L---------------- - - ,"� scale 3/4" =1 ` of` Out��or ; �V-207 Scale galvAlul FT 2x4 perf. AIL edge of building beyond NT5 prefabricated ridge cap from sheet metal matching roof panels #9 x 11 1/2" Typc 316 55 screws at 9" o.c. butyl Scaling tape above and below preformed foam closure 2x4 blocking / between tru55c5 3/4" T & G CDX plywood sheathing wood trusses beyond 12idge Cap Nrs mill finish galvalume 26 gage Butler Rib II panels " -'-per mfr'e 55CC1 aind zone Acceptance gagc gAly. hat uses 24" O.C. �i L beam -10 truss anchor U plywood ceiling- 1" smooth lath��¢A;,, both ways S d U z L ` o o o J- rL i. u m U o L LL L O a � LL f , U S r L V l) V UT��E �uiuu U S g h L U 3 U U i i L L :s £°Sj i iItTm. u V T o T ,r N 3 u oos�xO<n a�3a;o0 L 0 L L L 0 �a�LUOONU 00 O U 0 L 0 fl U V L S IL 0 U Q U T L 0 UUUUs 0-S O t 6 S L S x 41 o_ F-443 UaU I< L L S U L u p L P o u _o v L E u o v o 43 Q. -% U d L � U 0 U- U- U- U- N iIISrr O 000 N oo�o q) A h e G Type MLO - 200 amp - 30 circuit - 1 phase - 3 wire Load Watts A Circ. A 5 Circ. 5 Watts Load 1500 30 1 2 20 700 Lights EF-1 & 2 1500 30 3 4 20 700 Lights OF[ Kccpt. GFI Pccpt. 900 900 20 20 5 7 6 gj 20 20 900 900 GFI Kcc t, GFI Kccpt. Emerg. Lights" Timcclock 300 300 20 20 g 11 10 12 20 20 900 300 GFI 12ec t. Exit Lights 5olar pump 300 20 j3 14 — — Sparc Sparc — — 15 17 16 18 — — Sparc Spare Sparc — — — — 1g 21 20 22 — — — — S pare 5 arc Spare — — 2 24 — — S pare Spare Spare — — — — 2 27 26 28 Sparc — — 2 30 Bus A 0100 20.7 KVA not in accumulation Bus B 4000 ` Battery backup Total = 10700 watts / 240 volts = 44.6 amps Note: Circuit It shown to determine number & size Of breakers, Panel directory Shall Show as -built circuits 4,1 ' o T'kx4kt5 Y�� t - x a llrcrl{ . I r z Y f re r , ✓3tJ S x d 9 A t M j I T yb n 4 • • .. T'>M 5 n� .� rt i;. -, f f r � -, h 9�...a$ y�° ; �: � a.�n. :af .., .•,.. ... ... n.• 1. ...... .r �.,,. .... .. :. aA.....Ai.r ..r..W...:6........................................................................................... n -� - - -_^_' ___' --------^_______________'_-__ i l 1 , I 1 I n 1 n o I u d 1 11 p 1 II ,1 I n i U i „ II II „ II ,y II u 'I II u n � � � f �' �WO is�'"u� Y I n tin. r,, ♦� �,1 .. ........MEN am-1 �� Light Fixture 5che6iule Mark Description Lamps Finish Mount Kemarks No. Type Watt A Metalux VT2-296D1Z-120V-E5a1WL 2 T-a 35K 32 grey ceiling easketed flbef-OW "tub" fixture 5 Illuminating Exp. #2320 1 FL 16 White Wall Mount Vert.-316 55 hd'w. E Dual-Lltc LXURWE LED 3•8 White junivercvall EM Dual-Lite EZ-2D Included White Surface EF-1 Grainger #45052 -1/2 HF - 7100 CFM GALV. Wall RANTWALL FAN ac .t ....... ...... ... ...... ..... .... ....... ..' F,: ----- ---- a I l ' 5courity Service Brea` slyps slob to a" trench drain . ��644 w �� a� isr,;� "�;�mb' x •a"•„ • ,�x�� .. r, . , .. .� � �e \ J� �Fxlr ,. - In"x 12" GB5 col. �)5 vert. I ... - -. -.- I ;I -------- - & ifs dowct to -mooting _r.... �_ -- --- „ „ n 2" UG cond. d to dec. eerv(ce L N L 94u oLqu `>�uVU V m p#3LSL zs R—L S T U i US NS U S RT3� �n0 > M N p U 0 @�� L VOp U 0 U L o }� U �LU�001L0 L Q'-1 U 'L L i! S L L Q1 N 0 U U T L L HRNuoU�Q a S u r u m 3 L 0 O '—' E o O 4 u o U ^' 11 3 � 10 N U � 11. T N 00 p 00 in m u TC-1I ITC-2 (3) 3/0 In 2" PV C cond. meter Panel G 200A 30 cir AT". panel 1 ph 0 1 AT". ir UL ground rod � max. 25 ohms = to ground IN I ' II " II II 11 " it 11 II I, 1 ' I ' I steel mesh chute above Unit 4 Unit 5 Unit 6 ----- ------------------------------- I , I I � I I ; recessed hose blbb w/ ; quick disconnect (typ)aT ...:.... ........ '......... .....-------- YY.y. ....,.. ............... ........ .ZY —__-- " uuu'u•uvuu'u uuy. ........ ............... ........... ................ �vruuuu•�uuuuu .- �-trench drain slope to collection boxes -------------------�, __- _ - - - J solar collect E -- ors over ---- - L_----¢�,- f --------------- head #4 ground bond to rebar In ft'o FS'..iser Nr5 ' ......... .......................� -'-. ��___--' ., ---t- --� --I -------------------------' _ ._. ` _ i _ oantro4 A Ins IaLet! Water Ilncs +42 �. Off 2A406C 1 pump I "to solar collectoF6 & fire ext ❑ TC-2.1 & 2.2 above j gq-roof ----------' -� -- --- --i I wp/gfl ---^-�------ '-- --- -_ I I ' I �_----- EF.1 5 O '1 ----- i elantwall fan above I I - 200 al W��water heater w/an elec meter — ~- --� &u(2)e190 gal' Ills. tanks Elec Panel "I" ` �'' � ��.rr. � `� NOTE: See A-2.3 for final cat.5lntcrnalcable, fiberoptic backbone (2) 3" PVC cond. from Administration w/ all d ow &door I o c at i o n 5 electrical "sweep" corners to Group Housing cone, hand hole w/ wl n --- traffic rated cover -------------------------------------------------------------------------------------------------------------- ----------------------------------- ----- ---- ----- I I _ ----------------------------------------------------------------------- a, Ihtroductioh Uhlt DcotH4 1 �a� 5calc1/4 OCT 0 8 2000 St. ude Coldlty Public W0*S FA►i &LOtWM0 11 F�E COP, C FILE COPY L � U L ° j L L 0 US Ig j air terminal of lightning o°At protection system (typ) N �o so HH: so squ 0*0 AV Now a, HN on Ho a no on am; a AN "Hard1plank11 siding over 5/a" COX North elevation Scale 1/4" =1' D" wire mesh East Elevation Wf3t Elevation 5cale1/4"=1'D" ml 11 ni "sa vjta" T-q 11 r" 4 P+'°La L S L 01 = L £ i 0N -L U NSx u T E O S F U O L> a >1 It, � L mL(3r}NiN UN 313 003 % L Q QUOOS�-.N S L L N'N LLV U TL.m U U U 0S LLS L S L i X 43 0 0 tF �43000 I< 3 u= >U ^n E 1L �v° � L u U � u 4l. OC urU_ O 00� 1 4 & OC^T&> U EVA-na" Tb Iry><SrC, N cp S Z U � L S_ o o L LL L 1 � 4-1 O � O U o ° LL - d N u N m continuous ridge vent V ,� ---_\ 3alva(umc roofing, gutter & D5 C chute to �01u� Group Housing V i L✓Olitl l EfVati011 5cale1/4-11 =1' D" N �L (3 o� U BUILDCNG DIVISI V `u �0 T N l_ V o ( PLA A D PERMIT - t.�i/_Z- o,� R6VEE FOR O E REVIEWED BY DATE -dei � MUST BE KEPT ON JOS OR NO IRtPEC710t1 WILL BE MADE 'SLVPr' : !(al/l �jel�ex WauJ NWD 12"wx2"t curb w/ (2) #4 (typ) S 1/2" foam exp. jt. cast this area at 01 0" remalning area of floor to be sloped to drains — 8 .F. r .r- -f I? . .. . . . . . . . . . C .__ ;-�-. . -�_F42. f - 1 1 , , L F-13 F-16 I 1 I I I ; I ' I I I I F-17 ----- I I I I I 1 1 I I F-17 slope DrAr+J G) WAY- - Trench profile/section 41, 3000 f 51 reinforced conic. slab w/ 66x1010 wwm on .006" poly vapor barrier over treated, Com- pacted clean sand fill. \ F- F-16 I 1 1--------- d L-------- m cast Conc.flush- Dut box w/ 1" wash -out 5calc 1/4" =1' 0" drill & tap angle for 3/6" recessed alien bolts at 2' o" o,c. Install flush w/ a�surface FRP (fiber rein- I forced f VC) grate 2" x 2" x 3/5" cont, FRP angle - "' ' both sides & ends of trench w/ colic. anchors at 12" o.c. 250 pound load rated FRI' (fiber reinforced PVC) grate #4 rebar at 2' 0" o.c. (2) #4's Cont. f% ' '- ,l •'. W , 1 I 1 1 I '..j l I 1 I I F-17 VL �----------- -------- -1 I 1 U I I I I I I - I 1 - _ F16 o F16 F16 F16 O , --------------------- 1 1 F-15 -?— F-15 F-15 1 I 121, x 12" CB5 col. (1) #5 vcrt. & #5 dowel to footing I---------i 4-1 8" 411 .006, poly vapor barrier _ 1 , h 1 12" wide - 3000 psi Fibermesh I I reinforced conc. curb set top I , I I; at0'O"FFE Trzhch ectiah I , 1 I ' 1 I 1 4" - 3000 psi conc, slab w/ extend #5 dowel bare at .006" polyethylene vapor barrier 2' 8" o.c. 3 " above slab, 66x1010 wwm on treated, engage w/ foundation L L 9 U O US-a� E L U L O U N L Lt y U L LJ� L 43 � 'o-C U �%}SUfl S C� U S NoS�OOL� �T?NUOLL N i L 0 N N O U Q1 jLtv- L SON U 3 U4A U U a L I0 B v p U L S . 6 U U 7 6_2� S NS L L 0 'N QpU i,L i OS N L r 0 UUUUS S L_E X O O 1 a43000-)d 3 L �Q s� u � m 300 �to ,,0 V U i Vi O a U O O U S O u d tL y.`r fl. L• y-- U U ID U L a U _ O U > k U ti- AL flt U_L N IL p N_ �tr)tp NT5 add #4 "Z" bars x 12" vert. ht / at 2' 0" o.c. F 1G compacted clean sand fill rebar nom. 8" x 8" curb w/ (2) slope to drain #4 cont. - 3000 P51 _ .117 ° E' I •1,41� FII15EKME5H reinforced I 't''�'i V '- Q) N N ' 11... pour curb into full coat F 17 _ ._ ;.: ' of construction epoxy s z __________ " Installed WITHIN 4 HOUK5 U a s I ' 4" drop to exteropr slab a.:: .: . ;: ' F'KIOZ TO CONC, FOK CUi 15 L S- --------------------------- ------------ - -------------------- --1 ' I I F-15 F-15 x ; F-14 f-- I I I 1 I I 1 �tiMoJc lilkCalu.w� I corner wash I I q I I for dra(naee I I " I I I I I .x Cy,.l.�e! {bTf.J,�p $Heel; I �� (typical) I I N I I � - S••.p�w�t 1 1 x 1 I 1 1 1 I I x I I __ L_____________________ ___________________ _________________________ ____ __ ' L_________ I ___________________ J I ' �________________________ •____________ ______-_ ., ---------------------------------------------------------------------- ------------------------------------1 •-----'---------------------------------------------------------------------------------- I 4" 3000 P61 Fibermesh reinforced conc. slab w/ 66x1010 F 15 I wwm on .006" poly vapor barrier over treated, com- I I pacted clean sand fill, I I � 1/2" foam exp, jt. N o F-14 I I _ _____________�____ _____________--________________________________________________,____________________________________________ ____ 1/2" recess for door roll 3000 P51 Fibermesh reinforced conc. slab w/ 66x1010 wwm on treated, Com- pacted clean sand fill. drop slab 4" from Interior slope service area 1" to exterior Fouhcatioh 5chtfcU[c Mark 5{ze FUl'Iforcing Top I Ve. Elev, iZcmarks F-11 1' 6" x P 4" x L (2) #5's cont. w/ corner bars (-) 0' 4" exterior "closet" foundation F-12 1' 0" x 1' 0" x L (2) #4'9 cont. w/ corner bars varfee-see Plan thickened edge of Slab F-13 3' 0" x 3' 0" x 1' 0" #5's at 8" 0.0. both ways, bottom (-) 2' O" 121, x 12" CB5 pilaster w/(4) #5 vert. to col. abov F-14 1' 6" x 2' 0" x L 3 #5's cont, w/ corner bars 0' 0" exterlor wall footing F-15 1' 2" x 2' 0" x L (3) #4'e, cont, w/ cornor Miry 0' 0" Interior wall footing F-16 3' 011 sq, x 1' 2" t. #5's at 8" o.c. both w s, bottom (-) 0' 4" F-17 12"w x 16" t x L 2 #5's cont, (5) #4'c each way, bottorn (-) 0' 4" of C106UYe babe () 01 4" enclosure base F-18 3' 0" 941. x 1' 4" t, U. L W. Ty;: Curah N 1 Q 7 IL 1/2" exp. jt, A"2.2 N T 5 ; ' chutoto ro .-.h• - - - 9 . W?e. �-' p,�DSDs�ocw+wc, s In .. 191 D/O►fou f Q N 19 1.1 - _ _ 4 3000 psi conc. slab w/ ' - 66x1010 wwm on treated, compacted clean sand fill ca�t.corlc:dr.'ain -- -.� fVC-valve-4va6h-bu> _ _`. • _rriount a�lv,~ -a�.31-III ASP_ . • _'. � ' - '. - � I an 423 S` 1 QII 1 p VG to F-11 nom, 6" x 8" -3000 psi Imo/ sanitary system -- - - --- ; x drop base of C155 wall reinforced concrete curb -cast this I 4 from interior area at 0' 8" - remaining area of floor 1 1 V. to be sloped to drains - (typical) 1 I I 1/2" recess for door I I 1htroGuctioh U�t Foum�atioh Fla 50alc 1/4" =1' 0" 5heet !4i113 � 0� O O O O 0 el,lb edge v loading edge of roof above 3 door LD Q 2 W \r ---' i I „ 1 1 I / „ I - PF] ______________________________ I I_ I II I 11 I II I II O I II I II I II I� loll====1=======8=== I =_ ------------ILIlJj O101 011 edge of roof above ............................................. .................................. •••••• \ ..................................... -------------------------- ;:I --------------------------- TI....... II......,, II II II 11 II 11 II II O II 11 II ® 11 Ill II II I II II ,1 II II II II n n n II II II II m 93) II II II II II II II I, II 11 II II II II II II II I sleeping platforms �� m above typical w II II II 11 D O I I ©i Unit 1 Unit 2 9toc�+aa+D fi ridge IV 5Taw4_' ....................... Su. ... -is ,I •1----------� Service Corridor A4015C �e ext F:::::7:�_7 O 6 g a e chain link HD g k fence to roof .......................................................................................:...................................................................................................................I.......... ___ ______x__________ IF-1 ______________________________ Security Service Area \ 12" x 12" C155 col. (1) #5 vcrt. 7 ...,, & #5 dowel to footing I, II II 11 II ' II II I I II II I m a II II „ n u n „ II filled cells w/ (1) #5 vert. & #5 dowel to footing 1 11 11 L Jjr----------- :ji ' LJ LJ ------------ L1 LJ a 'fly) 1O1 0 1, I OEi ' I 8 '0 101 0 I, O nit 3 Unit 4 Llxit water service feed TyPtGAr. w/ Type "K" hard copper aAl� 0i IV above slab IV ......1.... ..................................................... ...... ....... ... j............................... ................................ ............. ..... .I ----------- ® \ ---------- - --------- ----- _ ---------- hose bl 4 ' ' � hot &cold connection i I , I , 1 I------------------------ '--------- ------- ---------, I solar heating worktables from 2xrc I I panels above--' "Ecoboard" recycled plastic "lumber" --------------' '---------------------- TC 2.1 & 2.2 solar pump & controls above DD6D ► D� it AL Ow to meter at Admin Elec Panel "II 5/5" CDX plywood on PT 1x2 furring at 1' O" o.c, (2) 3" PVC cond. from Administratlon w/ all electrical "sweep" corners to Group Housing O O aIID 10101, (2)190 gaTI and 200 gal slope slab to a' trench drain 1 Unit 5 0 Unit (a E trench drain - slope IV to collection boxes ... ... ...... ........ /. 33-4f3------------4----------- 1--D 1 YII cone. drain box w/diamond plate alum. cover & wash -out steel mesh chute to Group Houoine p ® slope slab to 6" trench drain. I rage molded LT 1 I 1 , ' I 2A40BC ;1 fire ext I. I I 21 `i Q I, 2 „ 11,311 61 112' 1 11 11 11 1, 1, I, I, 1�•� 1 11 L `l , I, \•�: O 111-8 31 4 610 410 61 0 3,4 194 3'4" 6'011 40 6101, 77' 4 " (2) 2" PVC cond. w/ all electrical "sweep11 corners lmtroducti'om Umit Ffah 5cale1/411=1'oil extend slab under chute INTAKE slantwal I fan above \ U 0 7i � I1S L�7L 61 N3ap� ° 0 C, 11 NS i N� U F %S}� T }�SUQ S L U S p O 0 UIOS�UOLU >) )Odi U1�LLNNUN QI40 LVONU 3p4'0p0 oL OSu-N QUO Q0S l S L L L 7h 5=i U U U pS QS ij Y S T is) m �.> £ O U E 1 U L O E N O O O V o m d a u o Q 4 o 0 0 u E� O N > N '> tD `> ] It tl OL nL L s- m p LL IL LL LL LL }L U_ N U > 0000 O N 0 0 0 O 4N�� 0 0 C-1 double X-1 at all corners X-1 typ all around bull 12x4 backup behind gable end truss 5-1 .......1...........�.............1............. ............ ...... X-1 at 12" ox. along gable end X-1 ........................... ........ , ........... C-I f C_.- Z :r j �_ J Column, & Connector 5checlule Columns Mark 51ze orofne Kcmarks C-1 12" x 12" C55 (1) #5 vert. reinforced masonry col. - add ( 4) #5 dowels to footing C-2 1-2-"xlL„r_c5s C9ZA-,-k-3 �Ic-�GI.z..�� \, ,. -A0U "ieI.ts -v> f= E5C-:Eg M 0 & Hcadcr0 T5-1 5" x 24" C55 (3.) #S Cont. re(nforced masonry bm. - add corner bars 5-1 8" x Its" C55 (4) #5 w/ #3 ties at 12" O.C. poured cone. beam - add (1)#6 truss bar at cicarspans only it 1t H-1 8" x 17-'' C55 (2) #7 Cont. u to 6' 0" o erring - add #5 "Z" bars at 1' 4" ox. into T5-1 above H-2 8" x 24" C55 3 #7 coat. up to 10' 0" o en(n - add #5 IT' bars at 1' 4" ox. into T5-1 above COl' Mcc"Ccry I vote o ME-ENGINEEKED WOOD TKU55E5 i're-engfneered wood trusses shall be designed by a Florida Ifcensed Structural cnglneer for all requirements of 513CCI 110 MPH wind zone. Manufacturer shall supply (4) sets of engineering design drawings & profflcs, sfgncd & sealed by a Florida licensed structural engineer. Manufacturer shall supply Placement lifting requirements and placement order as a aortion order a Portion Index Allowable Loads Actual Loads Fasteners Mark Typc U Ifft L-1 L-2 U lift L-1 L-2 Scam / Plate Truss / 5tud X-1 LFTA 1533 812 1500 475 225 400 (15) 10;x 1 1/2" X-2 K T 101a 655 435 (4) 10d X 1 1/2" (4) 10d X 1 1/2" NOTE 2 - All eonricctors arc products of Hughes Mfg. Co. - 800-443-6442 Note - all beams & hcadcre shall be supported for a full 28 clays after concrete is poured -1 '. - - G--L ........................(.... CI of scaled shop drawings. Connectors fnternal to truss set shall be designed & dctalled by structural cngfnccr. Installation, tcmpory and final bracing shall be per reglrcments of manufacturers shop drawings and L—Z as may be additionally required for stability during ................................................................. erection and shcathfng operatlona. SHEATHING NAILING Plywood shcathfng shall be Installed w/ 8d galy. naffs at 4" ox. within 4a" of eaves, ridges or hips, 6" ox. elsewhere I I I lzi \\I I I I I I I I I I I I I I I I I I I I I I I(( I I I I I I I I I I L r l 1 I I I I I I J I I I I ........................... I.................. .................................: ........................... .......... X-1 N-I Thcac arawfneo as fnatrumcnt® of acrvlcc ore the property of the orchfteet whether the project for which they arc prepared be excecuted or not. They shall not be used for other projects except by wrf,Cten agreement, Copyrfeht @C 2000 John M. Foster Archltect All rights reserved 9/25/00 JMF Additlotiml rovlolone per Client 3/26/00 JMF Issued for Permit 3/14/00 JMF Dote By Pcocrlptfon i2cvlrtone ................................................... 4........ wood trusses at 2' 0" ox. � T5-1 extend bottom cord of wood trusses to cover extended work area IA-1 John M. Footcr - Archl-tcct s '11111��I]Tlllbl 11205 Kldgc Avcnuc Ft. Plcrcc, Florida 340e>2 �j�"lTrlfl1IIIIi1II�I Yr"' (561) 871-1256 - Florian kcglstrotlon No. 96511 _ r r """"'� I �� R4I 11 (` l-� enclosure columns below i ridge 8° - 3000 p5( Coro, slab w/ #5's at 8" 0.0, both ways, top & bottom Typical a" x 16'' C135 tic beam w/ (2) #7 Cont. X-1 typ all around �aJr.St O � 1 ( [tussES Gtaf� ALL SLAM A2WAS . hip truss X-1 typ all around F r a M I NOTE: Sheet A-2.5 omitted by thin Kc.03ion Introduction Unit Sh fif;" Center for Captive Chhpamzee Care �o 5t. Luc(c County, Florida o 4J 00 r ,0 galvalumc gutter & trim PT 2x4 subfascia perf, alum. soffit 1 6 gage galy. chain link cnclocur w/ 2 1/2" pipe frames around I each panel & door. i I I Wood trusses 24" O.C. h ........... top col/beam K 19 Fiberglas ins. / nom. 5/5" "Hardiplank" 4' x 5' panels w/ full sealant between 5" x 12" colic. beam w/ (4) #5 cost. & $3 tics at 12" o,c. secure service �re�� 1/2" foam exp. jt, 1" 5ANTANA "Polymar" molded plastic shcct cclling finish on 1 1/2" 15 gagc hat channels at 1' 0" ox. fasten w/ #14 Type 316 55 soluare drive "deck screws courntcreunk 1/4" from surface i 12 3 mill flnish galvalume 26 Wood trusses gage "Butler KII, 11" panels 24 Installed per mf'r's 513CCI ce 110 mph wind zone acceptance � 2x6 PT blocking all along w/ 1/2" A.B. at 1' 0" ox. 2" x 2" x 1/4" wire mesh reinforced panels w/ 2" x 2" x 1/4" perimeter anglee Fill blocks w/ 3000 psl cone. ---- mom, a', x a', x 16" CMU wall w/ 9 gage galy, "Pur-o-wal" ladder tics at each third courso� IVI, � Outdoor E r c 1/2" foam cxp. jt. 1 1/2" 20 gage galv.--h� channels at 2' 0" o.c. !% �> / 1Z-19 Fiber las Ins. 21011 top beam 8" colic, slab w/ #5 at 5" O.C. add 12" x 24" #5 dowels at TB-1 2" x 2" x 1/4" wire mesh reinforced panels w/ 2" x 2" x 1/4" perimeter angles H-2 �k7 EncN (h�ocK R frame bed embed 4' min. sloped trench to sloped trench to "l w/ colic. backfill septic service I septic service 1.. 4" 3000 psi cone. slab slope floor to sloped drain r: V w/ 66x1010 wwm on .006" poly vapor barrier treated, compacted 12' 0„ top beam top beam at wall ext. 5" x 16" C135 header w/ (2) #7 cont. Wood trusses 24 C -7? 779 ;i j7 ,7 ; 12 3 nom. 6" x 5" colic. on top of C 155 beam w/ (2) #5 X-1 / extend roof w/ 2x4 top cord L 43 Luo� 5" rake beam w/ (4) #5 cont.43 L( LNL X-1 ULtS�@ �.; _ typical roof & gutter _ u43 L1 V `_ �ip E L i, i 3 'N T U Us (3:n --------------------- -- _ :'- L t N fl 4 . ,. 2x4 sub -fascia L S U {L S US UO U ° 3 0 Q o n. perf. alum. soffit W `L°NN o #3 L m 0 o EVI C)� Ir �i3� U t (3OU L a I�0 L n r. 5" x 24"CB5 header wl 6 L n°° LS P mill finlsh galvalumc 26 gage "sutler Rib II" panels installed per mf'r's 513CC1 110 mph wind zone acceptance 12 3 E A-2. 1;-19 Fiberglas ins. top beam X-1 S" x 16" C135 header w/ (1) 45 cont. eACH cour5e R-11 "Taylored Foam of Florida"_ foamed In place block Insulatlon nom.5"x5"x16"CMU wall w/ 9 gage gals. "Pur-o-wal" _ ladder ties at each third course , I service , I COrri�®r , , locking slide door I � between Units , , (� 40" high work table from 2x6 recycled plastic "lumber" _E-- --------- ' 4" - 3000 psi colic, slab w/ 66x1010 wwm on .006" poly vapor barrier l treated, compacted Clean sand fill \ -is uo�aO� (3) 45 cost. oS L L L IDy Qu TL' m ou L � ouuUsaS E5ec�t10+� L,SX,�ao U L u CL U 'e Scale 3/4" =1' 0" N� n N U U W N E n 0 12 X-1� 3 typical roof & gutter u_ 11 - -- - Tt ram, -------------- b o N o , m oil 1 ' , , I perf. alum. soffit 5" x 16" C135 header w/ (2) #5 cont. d7jloLll, cone, header at window - add #6 vinyl awning window w/ 6 gage galy. chain link inner panel A clean sand fill „ finish wall ji X. \ / /\ / /\\/ / / /\ / /\\/ /\ / / \/ /\ / /\\/ \• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ b�S 9a�`�s / / / / / / / / / / / / / / / / / / / / / / / //\ /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ /\/ /\/ /\/ / /\ / /\ / /\ %//\/\/\/\/\/�0\/\/\/\/\/\/\/\/\/\/\/\// / /�/ /�/ /�/ /�/ /�/ / /` / /` / /` / /` / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / /\ / // / service �re� Scale 3/4" =10" Enclosure Scale 3/4" =1' 0" �� Wall 5ectio� �� Wald �ectioh / —2 , Scale 3/4" =11 0" 1-2. Scale 3/4" =1' 0 v 93 S � o U z <L L 0 LL ti N L�m �c ono 7 IL u N A 41 O � ^ O N L U N o 1� 7 � �_ � o LL J O4-NU A 4 4> U l�r metal roofing panels not shown this side 150mctic min. overlap of flashing 24 gage ISAIValUMC valley flashing 20" wide roof panels - out to angle of flashing 90# roll roofing at valley profile of Z�� valley I1 1/2" flashing Section Valley �f�5hing Nr5 valume gutter & trim 12 3� FT 2x4 subfascia perf. alum. soffit 6 gage galy. chain link enclosur w/ 2 1/2" pipe frames around each panel & door. embed 4' min. wl conc. backflll H Wood trusser, - 24" O.C.\ K 19 Fibcrglao in . top beat» col nom. 5/Y" "Hardlplank" 4' x 8' panels w/full sealant between 8" x It" conc. beam w/ (4) #5 Cont. & $3 ties at 12" o.c. �c u r f, rvl cIf �rf�i 1/2" foam exp. ,jt. sloped trench to septic service 1 ------------------ "Hardiplank" 5" exposed siding 24 gage galvalume base flashing continuous 1/16" x 4" galvalume cleat strip w/ bronze nails at 4" o.c. all around. Fold over all corners and solder final scams reslliant filler strip undcr edge of flashing N plywood NOTE: 30# roofing felt sheathing undcrlaymcnt tractor to install com- con , plete waterproof layer lSOmetic undcr siding &roofing mill finish galvalume 26 gage "butler P,Ib II" panels 1" 5ANTANA "Folymar" molded plastic Installed per mf'r's 55CC1 sheet celling on 2x4 trusses & block(ng 110 mph wind zone acceptance at 2' 0" ox. fasten w/ #14 Type 316 55 square drive "deck screws at 6" o.c. countersunk 1/4" from surface 12 3�--� 2" x 2" x 1/4" wire mesh reinforced panels w/ 2" x 2" x 1/4" perimeter angles out��r Enc oorf, 1/2" foam cxp. ,jt. #10 x 1 1/2" Type 316 pan -head screws at 2" ox. around \ perimeter of boot but sealant tape under base of pipe boot 24 gage galvalume "5-v-crimp" roofing - keep boot in flat area of roof w/ min 2" clear to crimps prefab. neoprene boot to fit vent thru roof, install Type 316 55 hose clamp at intersection w/ vent. 1�oof �ehetr�tioh Wood trusscs - 24" O.C. 1 1/2" 20 gage galy. hat channels at 2' 0" ox. R-19 Fiberglas Ins. At t� ��12III _- top beam 3" - - 3000 f 51 conc. slab w/ #5 at 12" both ways, add 24'' double hook bars at 24" ox. around perimeter Hughes LFTA truss anchor fill all cells w/ 3000 psi pea rock aggregate conc. nom.8"x8"x16"CMUwall w/ 9 gage galy. "Pur-o-wal" ladder ties at each third course �f��ilvl�U� U � It sloped trench to `fl. 4" 3000 psi conc. slab septic service w/ 66x1010 wwm on .006 poly vapor barr(cr "";.- llll " treated, compacted conc. curb beyond clean sand fill ill 1 ". : °n- " -.. '71-: - _ _ 11 F16 �1 --------------r r�__________ bCyond I I 5crvicc re,�q '2S5crvioc �rca 5crvicc �rc� A-23 Scale 3/411 ^�f 011 R-247 scale 3/4'I ^�► OII A-2,% 5cale Type 316 56 hose clamp at vent. N15 prefabricated ridge cap from sheet metal matching roof panels #9 x 11 1/2" Type 316 55 screws at 9" o.c. butyl scaling tape above and below preformed foam closure \ A-2 / , 12 3 L � L V o V uC E .LOON O N�Q{�° 43 =3 ELT�3 � 7 N O S T ° L O S N n O } S p T43 � N} S O p S 6 OS� 00 L > 4iI N ILLOL N(V O O �OOij flm� S / 4 OS L O L = 61 L U U l9 OOQ°S °.S H%41oou Q L V a L L 1) u TM 2x4 blocking / o between trusses 3/4" T & G COX plywood ° $ sheathing �6 wood trusses beyond !e_ galvalume gutter .O FO galvalume fascla r----------------- I PT 2x4 subfasc(a perf. alum. soffit edge of bullding beyond ; I 1 NS -NS L 0 to IIIQ 1L a ; NT5 U- [j U- U- U- U N � N 000 �N��o liP- N 0): mill finish galvalume 26 gage "Butler Kib II" panels =j Anstalled per mf'r's 515CC1 1 110 mph wind zone acceptance �I _1 1/2" 20 gage galy. hat channels at 2' 0" ox. �g -Wood trusscs - 24" O.C. j 121 D" _ top beam Hughes H-10 truss anchor U 5/8" N at 24" ox, both ways S 't 6 U z o L 6" - 3000 psi conc. slab w/ 66x1010 wwm on 1 treated, compacted clean sand fill 1 1 I 1 1 I I I .� Slopes Zi I fin floor DOOf, i. if l ---- ---- --11 1 ® r c h 5 c c t 1 c +1 L beyond -2.7 Scale 3/41l =11 011 N CO N S O �—L -_ u � v T � � 0 O (� U S, O S, rL 1 U Sheet A4 r- faetcn w/ staggered row of 5/16" x 2 1/2" HILT] Type 316 55 "Quick -5olt5" at 6" o.c, ecalant caulk--' out botom 2" from cone. block header over HM doors sealant caulk / galy. stool frame rubber ellencers Door _--- I�1 A-2.9 ffnlsh sfdc of block w/ raked jof nts #5 vert. each sfdc of opcnfng sealant caulk galy. steel frame rubber silencers Door A-2.9 H-1 scalant caulk G-CD galy. frames Hollow Metal Frame �J hy� �WhJ hg 6ralc 3B" =1'0" VERIFY ALL ROUGH OPENING 51ZE8 0 Fixecl Wire 11Ahe[ 2.6 5ca1e 3/5n =1, 0" a" x 16" nom. C65 header - w/(2)#7 (3) galy. "T" aichors each sfdc of frame finish side w/ raked j, #5 vcrt. cal sfdc of Opel - -_ -- _- --- - - — sealant caulk G-SOD galy. frames J ,�l M Hollow Mehl Frame stop door fully bed storeftont threshold In sealant caulk rEMKO #224A alum. caulk ADA threshold w/ non- skid " Pemkote" finish '^� door frame 1/2" max. drop ffnfsh u�fi IEV815 - I1151de/OUt51de'. 4 cone, slab cone, at entry -- ` C A-2.9 Hollow Metal game E A-2.9 PT 5/4" x buck/trim marble cfll Wire ��he� 5cale 3/&' = V O" CDC wNl 282E - horz. c7L 31&-=,'a' T thlck polyethylene shoot & rlmnine blocks TKEMCO "Mono" caulking has Vinyl WirGOWs ill C55 3" 3" 15/8" screen &fra I scalant caulk marble sill - set in white portlant thfneet, clean-up - �- immediately 3/4" - IIL caulk under sfll . . "-' - - painted cast - = - - _ cone. sill cast 3/4" 1/4 round trim into sill ends & bot, nom. 8" x a" pourc colic, sill w/ (1) #4 _ _ = cont. CB5 wall - - R2.9 Ills. Vinyl Wih�oWs ill C[35 ® - 6' 0" x 4' a" vinyl frame awning w/ low-c insulated grey tint glass & 6 gage gale. chain -link inner panel ©-4' 8"wx4'0"high2"x2"x.25" wire mesh panels - 2" x 2" x .25" steel angle frames DO -3 4 wx4 0 h!gh 2 x2, x.25 wire mesh panels - 2" x 2" x .25" stee! angle frames ow Schedule cro N 283-'-1- - horz. 5l. hydr (2) palr HD steel Hinges each side double lock 55 raln hood HM door &frame bk x 30" lam. glasq In metal ADA lockset 0 m ADA elll I I Pl2 3068 - galy. HM 3/e"-1'0" Medeo Cylinders on lockeet & deadbolt. 6" x 30" wire 4ae Ihe. ADA closer HA05KT0ton"Y760-224HDhlWo, rento#274Athreehold 3068 Chain Link (2) pair HD steel hinges each side double lock FK3068 Chain Link i 55 raln hood plz 3068 - galy. H M 3/8.'=1'0. --r ll Rn wal fd' ej� � 0� 1I ' �1I,o II_J1I 1 11,I P1 tt I I III• I Illllllflll! I,I Ili.Fl_� I11,�� l I I l,l r I fj ( 1�t1I13{ L L U 0 us �� E V U U 0 L US H 61 3�o�a o }, o 43 S + T 43 }�SUQ S 6 OSF UQ j)0d L 1 t SULK 1 N p430 U 43 Q L ��s 8068 Wire Mesh ww i5m, r0. _ ° L LO T � .m 0.26'wire-2"x2""neh Inflil.2"x3" 5tacl tube frAmo i t X P 0 0— U 0 0 0 7 Q N 21 3 n la ❑ L. i' cornor of bullmio u � --------------- -. chu[eb and ey b o E I a O � I _ o m �J I - I -- ------/ M_ M_ -- ----------------d 2828 Polyethylene 0 h % v 2828 - horz. ol. 3/b" , N U z r L F 0 gi iL } 0 L 0-1 U u O 1L 0 L U N u N I S � � � O N L L � O N LL.. K�S -'Qi Q_ L � � o IL ::3 tS U S U iSj �6 11] J �r��i�u ��i�� & Door <_ Sheet HJ .1: Lock plan Lock Elev `---' edge of wall beyond /(2) 1/2" x 6" /anchor bolts 1 1/2" x 2" x .25" steel tube weld angle to steel tube Medco cylinder padlock edge of wall beyond 1 1/2" x 2" x .25" _ steel tube ,weld angle to stet, tube Medco cylinder padlock Poor 211 - 11 oil Hinge Fate flan edge of wall beyond (2) i/2" x 6" anchor bolts (2)1/2" x 6" anchor bolts weld angle to steel tube -3/4" type 316 55 thru- bolt w/ aircraft grade wired nut 1 1/2" x 2" x .25" steel tube 1/4" x nom. 2' 8"w x 4' 0"h horz. movement steel plate door Cgs wall beyond 1/2" x 3" double steel plate w/ eolld 3/4" x 1 1/2" polypropc- lyne bearing blocks top & b - ------ - / 1/2" x 8" A.B. at 1' 4" ox. ' 11 li 1/4" thru bolts at 1' 4" o.c. 3" x 3" x 1/4" steel angles along edges of "chute" - weld .250" x 2" x 2" woven wire mesh welded Into angle frames 3"^11oil L {� L U U L °13 2x6 "Ecoboard" solid poly U _ "lumber" fastened w/ i) ° ° L U L N U 3/8" galy. carriage bolts a S m 3 u� c ------------ 01 .: 1/2" x 5" gals, anchor bolts = {' s o O.C. O N o .3 s� u 0 L u 1/2" x 5" galy. anchor bolts 3" x 3" x i/4" steel angles } 3 o ° L 10" O.C. weld prior to hot dip galy. Q, a{ o };, m O O �fl. LUON U 3" x 3" x 1/4" steel angles grind all corners smooth 3 0 + o o L weld prior to hot dip galy. before hot dipgg�tuv u o s �UU4�Q� S L L 7 L N SZ O L m Section plan O S U U 91 OS x s: Ls }313p UJ lh�oor 7 ��iVf orm �ctai�V 1' of _ 1 NKP bolts top & bottom 1/2" x 3" double steel plate w/. solid 3/4" x 1 1/2" polypropylene solid continuous bearing block top & bottom Type 1X -Elevation 1/2" x 3" double steel plate w/. solid 3/4" x 1 1/2" polypropylene solid continuous boring block top & bottom 1/4" x nom. 4' O"w x 4' 0"h horz: movement \ steel plate door O------ Q----------- i Exterior 3" x 3" x i/4" steel angles along edges of "chute" - weld .250" x 2" x 2" woven wire mesh welded into angle frames ------ ¢---------- J -0 ------------ Q_f_O___ 4" X 4" X.45" angle locking plate O 1/2" x 6" A.B. L e" x 16" CBE) header w/ o (2) #5 +� 0 o Q 1/2" x 3" double steel plate w/. solid u 3/4" x 1 1/2" polypropylene solid 3 N continuous bearing block top & ° p bottom lL IL 3" x 3" x 1/4" steel angles- m along edges of "chute" - weld p O N .250" x 2" x 2" woven wire mesh O welded Into angle frames N N m d'�p j1L 1/2" x 3" double steel plate w/. solid 3/4" x 1 1/2" polypropylene solid continuous bearing block top & bottom 2" x 2" 1/2" PL w/ 1/2" galy. -- anchor bolts at 1' 0" o.c: around perimeter '.:. 8" x 8" conc. poured sill w/ interior C155 wall eCtloh Exterior Type I -Exterior Elevation Chute Section III = 11 0Ir 8" x 16" C135 header w/ �'2� *5x 1/4" steel angles along edges of "chute" - weld .250" x 2" x 2" woven wire mesh welded Into angle frames 1/2" x 3" double steel plate w/. solid 3/4" x 1 1/2" polypropylene solid continuous bearing block top & bottom 1/2" x 3" double steel plate w/. solid 3/4" x 1 1/2" polypropylene solid continuous bearing block top & bottom 2" x 2" 1/2" PL w/ 1/2" galy. anchor bolts at 1' 0" o.c: around perimeter 8" x 8" conc. poured sill w/ (1) #4 cont. 111 �= 11 OH loading chutr. Typc MLO - 200 amp - 30 circuit - 1 phase - 3 wire Load Watts A Ciro. A B Ciro. B Watts Load 1500 30 1 2 20 700 Lights EF-1 & 2 1500 30 3 4 20 700 Llehte GFI IZec t. 900 20 5 6 20 900 GF11Zecpt. GF1 1Zecpt. 900 20 7 8 20 300 GFI iZecpt. Emerg. L(ghto** 300 20 9 1D 20 300 GFI 1Zec t. Timeclock 300 20 11 12 20 300 Exit Lights ** Solar pump 300 20 13 14 50 5000 H-1 Spare — — 15 16 50 5000 heater Sparc — — 17 15 5O 5000 H-1 Spare — — 19 20 50 5000 heater Spare — — 21 2.2 — — 5 are Sparc — — 2 24 — — Spare. Spare — — 2 26 — — 5 are Sparc — — 27 2S — — Spare Spare — — 2 30 — — 5 are Bus A 16100 30.7 KV A * not in accumulation Bus 15 14600 ** Battery backup Total = 30700 watts / 240 volts = 128 amps Notc: Circuit # shown to determine rlumbcr & size of breakers, f and directory shall show as -built circuits 60..................................................................... --------------------------------------�G} - - a r ❑ i I........ I 11 , 11 II „ 11 ,I II „ II 1 II 11 1t ,I II II ,I II II I, II II II 11 II , II 11 I; 1I 11 11 11 11 11 II • II II 1; II II i! ii 1 Unit 1 camera J5 w/ power & coax as req'd. - typ. -V9ch40PVC to Mech. Cl, (FU-Nre) -1---8----------- - -0 !1 Z ALL- Y� EF-. II II II II II II II II Unit 2 1 Unit ii--'a-------------0 8-------------0 1 1 I 5crv1c Corridor Licht Fixture 5c h eL� u l e Mark Description Lamps Finish Mount Kcmarks No. Tv P c Watt A Metalux VT2-296DIZ-120V-E581WL 2 T-8 35K 32 grey ceiling gasketed fiberglas "tub" fixture 5 Illuminating Exp. #2320 1 f L 16 Whlte Wall Mount Vert.-316 55 hdlw. E Dual-Lite LXURWE LED 3.5 White Universal EM Dual-Lite EZ-21) Included White Surface EF-1 Grainger #45052 -1/2 Hl - 7100 CFM GALV. Wall clantwa[I fan EF-2. Grainger #6D572 -1/2 Hp - 6500 CFM Grainger #4F954 alum. louvere GALV. Wall Cabinet fan H-1 Grainger #3UF86 - elec. heater - 650 CFM 10kw GALV. Horz. w/ 3UG06 bracket - 240v I1.... �,......... II II It 11 II II II 11 11 II 11 IIII 1, II I, II II II „ II II II „ II II II II u II u I, II „ 11 u „ II „ II „ 11 II ,I II 11 I, II II 1, I, I, II II II II II u II II II II I, II ------------ __ ----. I1................ ............................... .................. ...... ........... ........................... ... ... .............. 1 1 I 1 1 1 I 1 Unit 4- Unit 5 hI T ----8------------- 11 I, 1 II IJ Il -- +42" Of (bo1%M 64 CIA) ®�---- 2A405C -- - controls ;n5ulated water lines fire ext 10KW - 650 _ _ ; - & pump to solar collectors H -1cfm Elec heater ll -' "ll Tc- 2.2 above \ roof rz ......1............................................................................".....................'Y�F,...........................................................................�...................................................... _ _ -- ................ to clec meters- - - - " - Elec Panel- Tt (2) 3" PVC cond. from Admfnlstratfon w/ all '--'- -- -- -'- electrical "sweep" corners to Group Housing cone. hand hole w/ traffic rated cover II II II 11 II II III II 11 II II II u u u 11 II n II II II II II II II II I Unit 6 -8-------------0 ---9------------- i ------------ p •I X , p � h =----- - I EF-2; _ 1 ----------------- solar ollectors overhe'a i I1 - --- ----- ` - KW 650 H-1 \ O I If 11 r` - 1 �'- cfm Elec heater u steel mesh chute - -4 --------------------------- ............................................................................................................................................................................ 200 gal - - --- _ water heater w/ aux, galy. pan &(2)190gal _ - - - Inc. tanks _ - alurn. louvers In wall above �rdd k Cz� Ex-V. L;�� Se, ��- ALe . L V = USA 6 F � U N ULL�U U V L } S i >) �13 ur�0u� Nos�uOLo IX,6 00 N �n"-LuQNu 3 U} 0 0 U L L U } �QQ)U�SLL41 � 43 U U U US LLS U t FSar,00U4)d u a CIL' S N U � o N L P +-N E O L 0 C) 4� 0 A' U o 4-1t o Q 'v. 43 4-- -ITS oQL u U > oz j N o > IL 0 o0 th ,U d10 ° Intro�uction Unit E[ectrical Flan 5calc1/411_11011 ccs U N S � �z — � o � � S Q1 s 75 u oU u C$ U 5hcct 1143