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Indian River Foods 47907
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TYjO'G _¢c.> ,_r'r. F' .1� L1� ou F''S.sCi'`.- I'=-!1]�c'. M :]F'' ^�� -� \J N.rT� '.C!;";-J '..'✓",:.:'" '!�� N{"i,� '�C>' . �[I?": ti"-{:-1-r'i ;y.=a ._'� C, ('i ��AS""-' i'It'i-:SY'i!S L5,�.. .., 'cs�_ : ✓h ri c-LS- r_K-_,T P'SIC1°1Pi-LS L'.�LAt}JItFl FP-'n n(t' ��C.IUTL=G.J 'JJ u;-?"E �^i'O !�G C�i'C :.I \61 :,j Or?V✓';"i VJ� 7r�'-ti !�"i'_5'itA.C-> G r]3`�= 6.1"^CC7 C>vlpt I�I(1Tf"ILha= !Q-T , pF-!r7,!+•., ��, ., 'ram " ". f'-. ,%L.�:» C'! `�. P�. v ts`i IJ i'a: r C?t". i]Ll �/{, A C -�?:s �: !i r-• n... 5 3 �'_'.I e/V/iU�: CY7.`.A p'._. �Te �nitj`re,. E'.Y ...7�"?"`A ttilCa. !�. �-+C�'[ �T �:J -•-� '-; iC". i:A4;�� G6[./", .-- •,"/. ("'I At" �r �aE't"out-, 5-Tr—W w' r 'J 9 rG c ,F'!fr is "rO Y% /f'r An�G /� rl"46.a'_".-{'•/Pr' f'-� h'%� LC`v.1< N�.r?r- L-I L P'{rI Qt^a t% =L! -s''°�6,J E" lt�'I7C TE_J 'f', r/IT jf"�y"rl �r;.l F.�`r` A!.!. c;y r L 5 I N 5a1 �.�'E= ✓' ^,N } .'.. ': rat-°•1---i'-_'r'_-"!.^°O�LL`ri L�` IF.91''._.Es l'i': V41C:--!VC'(% I',. .: c. f.,.'t. ��! {a/lh .l. T4JP I''ii ._'.. '�.iIWG I-(L `a!'j ., �.. .T,�t!C95i��.Ia�.,�hlGr.,�. Ihl 1>L.?"(_'C:+p'C�t�..,✓In:,r'=4�*:'_:_�'J�-r pe,�j'rr';:..(n'..: OA!'. `i I.:Uf: l.'=-_ Kn�!--- F t L51 4Clf-' u N � 'I- ✓f-� � h I I �" t '".. "In1G-e .:.,�1G' !rC /'�1 !Ya'���'C>_. i.:^�s. L� 11.1-r! "`�CP�/',�':✓L) (.' GtiIV.AAIYS:+G C'� .. 'h"1 �! y'c ',�cc.r.Q_._'.di�^"4-'J t._-. i. �. C�i�lO'v 1/el`^I :'^r✓./U:"ram r�'',I r�, •., T'?I')i�C'l_9 .JS'._?. , L H F101 4,GovJ i F • nl 1 " _- 41 �5�1 L04A?ICJn nw �..», i•, 5E p)',<" tY e' l(rs* q-!"IOea i F TA r t / x 11 / r ,• I ' 9c / t i =J c' �- _. i'"ate-v'j .">;, ,_ f-r'Y::� ✓t` . PROPOSED OFFICE BUILDING //VD//N H"/V'Fbl' FOODS /Au. ST LUC/E COUNTY FLORIDA ^` SSC'tJ F_ G!U.!.. G?-,. .a 4i11rJ ���•`S, / r �._-.; :_ Ci"%, �I ML' `r :'F• � �=�C^al,f. L" %S. Y�. �f� F=t..'"rf G"(.:, r ,. '...I 11 C> �"._.1Ai"s I T7 �Ecra`T Oti �L,4�t " t. t ' L!•>, � . O'A Q , b �. 2 �7� �t'�n�Tt'.I.a e>i nA! <, r:,^•'TIr,7ti..':5t G„ 2 }•-�,.�7 „. � �� moo,. -r. h ,.a' !mot r -_ I�c''._r-s M-I AQr 11P F✓j•2 (`l F'�-^;'T ^, 11c 5=;'�^Lrs 'r'L^JC>w. �':r�.I �.q1 U. t°"...h1_ ,k"p-T>w,a SAUIZ'L'Pl �'CilpLa'._ I - UIc' rA I� r"'ter rr..',' _ - _ .,, :�' • P4'✓C"tom` _. ., C. iib l'S'T7 :�,' ^.t" t �. Ta ll� Ian YC 'X!` '$ G: n,t s �✓r r,;V":..: -03`.. .+.,; 4 <<") ' i�f` r?9 R">;�L9 t1 !�!�,^ '^, 4!, �. `�`=✓'+'I� -r.".:1-!ice i�. r -.r4.�CeC LLL r'L-Ckct p4�v 1Q rge7 UTUP�_:. PARTIAL SITE PLAN SCALE 1 = 30.0 C2 W Cs ON H• �a i cm CJ rA�+�`e ulvc CRAWIN+O I j _ _T _ _ -_ -.,�, GiY N�np N �P n6 1 Grl �lr — !P; jt5 S 5' CAI OlAr4. UYe. r:0O ' Fes!U. CEIIG' Gy r, 4 F r Qi ausr; rr=1r e +. =� + a �° r r r� f> / I a P� 6p 6>Ypll L5, a r-2 lI e� u I i wr COS-;C,n� l el x�� �:Jr rtyE �, 1nt A•uFT F tSlv'" I I r I a r-r uc' _=n:�'- CA��,- , �. lr dP"r " __ r' AL J" r'!`f I y `s I' r , m_A,c. 111 -. �' F''r� �rPI2�`�"Jt.» LOBBY STAIR ELEVATION SCALE 3/8" = 1'- 0" 0 5r.6 Ar r7Pd,v,/tt4G5; c I� 119,C,. 7,,f-4,0" 20•7 , I I I I 1 i I I 1 I -- — -- ft --— -- , a ,f I i --- I — lot �I Y�Vii U,G MI G.I•.I _.. _ I. / ii I \ i�� /Y L' rl if- i I ' �/ I y ..I `V. I i - 1. _ N � � /. I r � ,I I f I , _ / ! -- d — J I ! I PgX; -� I ,I \ ;� I — u ?,.h°—E: EYZL.Ii" �I If I O J EL {Z � P;;Q0T65 x!f lt7 IU5'J�� _. r a o� '�`a1 fU PA1�7!71�.!0f^r^fPlccL � , - I � o i Cpi Id'• 3 �' L L_ j 4 I i ,I - 0 1 r I I , I I i tp '-- -- -- - - - -- t ------------I �' =1 —. I i ') /' I i --T 1 i �-"_r, 'i '`•' I .�GPr"li�!k'1� Fl`c+. �,u .; r'L'? r� r---- T i - - - -- -�_- - �6�CaI���'�_,- + -- -- -, /4'5 Li'�i(iQiiT___,I 12-IG�' I II'•� r, _ ; 4 iA TTI 1 L04 I ` o f I , p I 1 - I y 7_r - o I o y J " � W m LL.I ?- -i C) Z I i � ! I -- 1 U j2-)A, I _i � to=lo" v9 •= ¢. I V � -- -- --— — I _ n r _ , 9 II x, I I I I FI RST FLOOR PLAN =;07 r Z SCALE 1/4"= I'-0^ ��?& r Zo 6 CO Z W c J Z La. w L1 3E v 6 Q ME COMM. NO. DATE \ CHECKED Woor� Trcusr9 cs 2a --. GYf. NJG6tr© !?t`i 1A t'G • 1=tMw•u, , ap tJOr�rC j -- SIUNt COAT Gin • ---._— ; �'Ltl6'fb ld,. f'f A1r VJ�.LCS G — AlUhA, IR3tL1tJ e!:La - `IIJ 7wi1=fu, 21t 1�tCCF ' p - � N IT < W, _ I \` o T GoNC r-W NY STAIR SECTION SCALE- 1/41 = 1 -0" STSIhS?`�&ILIQ4 AWF7IJAtJL.-1PiQILTP CC7k4 lY You r.;,)kI/, GcaCC bNU KIFPQ 101 . '3L'r?MIT TgOP 1?R4WIKI6m'_`• lofOn F>PPriOVGL. N I i I 0 rQE�� I- r I E 7 - G'� G - ��` I f �� - 207'AL � �o r ' i` I, I � i i ,�-yi_J; I�- �;. _�-ems%' �1.=%' � I > Y. - s �y _ _L �_----•;, e�n N S'J c o .N ^, 9 QC( _T /�___•h h` --'r' ___. ii ,L - - -- -- _--- L - --- — I ._ -,;. f I I `--1 �` �o Vr I „� �r _ I'-_~IJ j I - L'®�QIG✓..,.q/���I�ILI -".� �I✓.�4 I r j /j/ + • il.. '1 t0� ('J�IS fn' I I I 1 I I�I�UI.aTIOU IN .. / _ Z r._. MSG LL_ -- _4 l t' � IZ - XIj �I ILiC W I ill w 1 iy r n n t - {- C) C R'jlI' Il?o AG !(I; - 'r----- - --y I •. ' L.LI p 1 - I r t -7�I r- -r= -• _--�---- — -� � � 21�' ' �I'� I I I --� I I =_�- ( fir— --- --, id Y--------l---x---- i -=`, r _� 1 � 22I'6.11 22'�•IS 2- 2¢ .�•, I � � 1 I "�•, --�� -- _ -i I'•� co �1 ---- v • I -- 1 . r A':7"5' i - A - 11 I I I'-1 i - 7Y P �IAU L> P'SA,I :. >7GT U.Sicxr C°—;,�� 1-� J � SIX �c=' 6 d•s5 �X!�G; I I I I C ' A i 5' '^AY- O`J F3�r"-1 ll'� loll I 1 I i SECOND FLOOR PLAN FTC— �ll1�U are C/ v SCALE 1/4j1= I'-0 19,oJ FT`—�rl'��: 1UT R- V m Z W J H C/ / _ tie cw 3E Cow') ac Q _ =00%Q ZE COMM. N0. DATE CHECKED R? ��.f Fy(uGao p u. I �'(uc4o flu• 9%d= 7.T. uit7•� �LaiT - XdNl TYPICAL SASH DETAIL SCALE 3" = I'- 6 ♦,k"�'�.s . r- IV, E-fJ�>L9��' IU_^`T1LLdYIC?�.i ti''!=T.�I1'S `I I'..St'"�. u LEFT SIDE ( WEST) ELEVATION SCALE 1/4 = I'-0 r1GU 4Qrr2 i a.P ovrrJ�r�. I rflLt5r-IA 07 4 I . - -i 1 1 1 o t - CD s � k cr J LL- O - -- r INCIN RIVER 1 r -- -- - > J I5� ZD i I FOODS INC. f j - I ---- --- - ,co r - -- -- -+ w I ; x r7,w 7, i• z { ® ��'� r i If i I o 0 I M - 1 a _ �, � � � l ; 2-2Q hr i i w i If C� L�- _ �- �,r� — � IST � :.,::.emu...... ..mow-,.�..�_.. .. .... - FRONT ( SOUTH ) ELEVATION SCALE 1/4" = I'-0" RIGHT SIDE (EAST) ELEVATION SCALE 1/4" = I'-0' A v m Z W c J LL con — bcV 3E CMD C mm%Q 2E COMM. NO. DATE CHECKED DRAWING t"I n z Gc�QT. 1y2' C G,Yr• AT + %-C-' dr:;v, �41N. SOFFIT AT LOUNGE SCALE 1-1/2' = 1' -0' Aran--1 <r. � r- 'tii �clLn,lEa AT r t SECTION SCALE I"= I'-0r e LaY -Iki -f1, r el 4- �L•n' I PJV, SOFFIT AT CORRIDOR SCALE 1-1/2 = 1'-0' mac: I6p- f �' "A _ 1 .I t�asr�� ��rJ _ T I r=, 9.l(O•Tyr �7� L NCB 4- �T_^ 1 ram, v✓A � . THY I aGoLt�1 !,e�-n,yr %:'��.Iv��RH G ._ chi'-G,• 5 - t'✓a�lg I, rriT-rprl A r �"fr• Mioerwe� �ii-I,, 0FPwIT, oT t o_ A1J�a elw,1'.00r� SOFFIT TRIM DETAIL SCALE 1-1/2' = I -0" Lh_ 5Te r r'w� r ' 5? Bois i 5 _! t .�n ut. µl uaT IL1cauO. !.14�+1 ?i1V err vinsnvon CLIeuI�F! :• SECTION SCALE I" L144T T` folr-&L. . — I ` C51t1�• pT- I - GY+� rz',i rr rl I 0 '4 I n - r d +'� - j - 11A-' x LV, 2- Ate- U I='� k . i L'(. rlx"f�. '�!lKF. MTV. 'TYf' }{ � .K 2 � h GC3'7`S`[, Ld'1'-hl C �I Ll. 2:1-"X 2t}."- 2- A'-,W. Fl - I=LC�"I'i 11 Qu 9Kr'r?5E'G"."f464?.IP9 SY570 Ufj rix KGc�55�P -1, "? ! f '7fPlc,:_ GYf5lI � 6r �, 14u? A5 W07LVG' Ceti! PLetiIS -FYr1ic t.L r-iu15 G11_.i J ,11�IciaT 1` rTY F IGO - hkSTE(� ON "LpLLS ,TYPLGdL FJ&49m- ow-FAWdEft d Go IC a v), r9 r ts= O �TL. JoIaT" J Li rr O LL- CD Z J - 1V?L. flcc k - m �•G. U z Lam. O O Z U w ZD u) FIRST FLOOR REFLECTED CEILING PLAN SCALE 3/16" = I'-0 toow.I� crs~ c� �-21"x2 ' 2 Aou/u• rL'10F . y -C�(P. ✓%OdhV 50t FI'r-,, µl OAT Lr ` 1� C �> LT. riK?• 1 �j'•O" �ixT• TY i 1YPI GaL IJCsiaN? 9r NO7�+0 O�1 i drJ3, 7` P, , PCcG`='S5�'✓ LI l�µTr✓iXi. V'l ®1 GCL { Zi - . I Lf' f °aa ?.�•.' � -G iL6+T +• �Sao• �_ Em A�r� eT �- G rt,Iu 1 © 'GC - L� T • d ; .. 11 "� � � � � ... •.: +i•Il ",�T �{{ , _ � ® ill. JJJ ;. I?E11DT�5 A�G. GPI L! �-a '7'i�-r, FJ V4 rrO�i � s� �E' • f - --- --- . G I Li T + 1' ,,91' �_ a _ s 01 -- - + C'.��"4T1 v r-, � rIAFl 4?Cj(a : , �IXTy 1 E Q 1 GJ:G.b7iol-I L1`{ Gyrd• rinar '5� Prim'!? T— f � I r tj EM ED - IA � G�-: � ����. A + a �•.,,I GL�, ,d7 �•P_>.a� i GLG P7 +8.© w;� a _ — 01� 'In 1g. IJ rLrl� - aif tl•�f t1nS." r> ��u. -- - � 7. r1Kf 51-tip. M f4� r. _�•, µtpi44T ex � Vt%Nc�T;� 2'2"1;'_:C�." d'`f1G dr_c�5^� o�• r'L1�15�TYP'iGok.� � . I fJ 5 i° t%�ot`DC]G,, �aJY Qf-1N .Q Q CGii.c,.(•TYP,) (crovr; IaiCQwlF;�;. j'IXYrtt"`•5• T`(f • - G.F1L�, AT �' IC7 ��?� { SECOND FLOOR REFLECTED SCALE 3/16" = 1'-0 Coo) oc Zc ZW o J ZH O to = - ZE Q _ mmm% Q 3E COMM. NO. dOcv'I DATE CHECKED DRAWING _ 11 FOUNDATIONS: 1. Footings to bear on undisturbed natural ground of a minimum safe bearing capacity of P.S.F. 2. All concrete slabs on grow o 4" thick with 6 x 6 10/10 galvanized mesb unless otherwise noted. CONCRETE: 1. All poured in place concrete 3000 P.S.I. @ 26 days, unless otherwise noted. REINFORCING STEEL: 1. New billet domestic steel conforming to latest A.S.T.M. A-615,Grade 60 a A.S.T.M. A-305 specifications, fabricated in accordance with manual of Standard practice of the C.R. S.I. unless otherwise noted and placing in accordance with A.C.Z. Building Code and Manual of Standard Practice. 2. Column Dowels: Same size an number as verticals above; lap 30 bar diameter minimum 18 in. 3. Column ties, #2 IN 10" - #5 & 6 - 13 @ 12" - #7 to 11 unless otherwise noted. 4. Minimum cover: Footings 3", columns 2", interior beams 1-1/2", interior slabs 3/4", exposed beams & slabs 1-1/2" unless otherwise noted. 5• Continuous reinforcement: Lapped 36 bar diameter, minimum 18" bottom bars spliced at supports, top bars at mid -spans and hooked at non -continuous edges. 6. Added reinforcement: Bottom bars start at ❑on -continuous edges for end span. Top bars centered over supports; corner bars provided at outer faces top and bottom. 7. Temperature reinforcement in slabs: Perpendicular to main steel in second layer slabs; 4" - #3 @ 12", 5" - #3 @ 11", 6" - #3 @ 10", 8" - #4 (9 12". 8. Transverse reinforcement in slabs with principal reinforcement parallel to concrete beam; #4 @ 12" x 4' - 0" in top. y. Reinforcement shown on plans is bottom unless marked T (Top Bars). LINTELS: 1. Door and window openings In masonry walls to have concrete lintels checked 'by Architect -Engineer. Lintels to be integral with the tie beam when bead of the opening is 16 in. or less below, additional 2 - # S bottom where drops are 6" or more. Minimum bearing 6 in. each side. GENERAL: 1. Structural drawings shall be worked together with architectural, air condition- ing, mechanical and electrical drawings to locate depressed slabs, slopes, drains, outlets recesses openings reglets bolt settings sleeves etc. Discrepancies I ' i I i * ; - "C'fYIG�L �;X,t2"G�ryGrJ%�• I -foe 4 111 ,. - t- I 7' C9i122 0 �'I : /"'I. 22�Io �oIS7� 'Z�O' 3c- oj�,Gs; # I x2,'/,l x�/i couz! L f j- I j ni I j I I TYPIC SL { I/ G� f I I I L' 't I r oN lye -24 G4, G'c'>�,t�,. M?L^ I I i I � I � p �• ✓ � 1 o I j Topo- p�lEv. k 12 0 �•_ � I � ! � 1 I I i I 10.3 I I �I '.✓� I'/G° I%d" L" r7 'IflGIUG.i ( GCC, uC .5 I_ P% (' -, (t'1 41 j W/ #IlI✓ n" IC"% 5A WA( o I _ corgi 5r I w 21�3 i 3 j shall be brought to the attention of architect -engineer before proceeding with _ t_ I o, I N �l T N g r r g r P n8 _ _ • N J I y t M the work. 2. Structural drawings shall be worked together with architectural drawings for �� LLJ dimensions, etc. Discrepancies shall be brought to the attention of architect-/� 3 / ,v4 _ - + - U > r engineer before proceeding with the work. .0 3. Top of footings are at same elevation at ,Juncture of wall footing and column _ R� � � G �! °' - p LL. F - ' I I o 2' cm' LL Z W Id X 2? -- _ y S x �- ��_ footing. Wall footing reinforcement to run continuous through column footing.101515 ' / I O O g• g g ��•. A Bottom of footing of higher footing slope to bottom of lower footing at 1 verti- _ G IS t33 `) CGTOr\. J °�I vim/ U cal to 2 horizontal slope. r,I 4. Contractor to verify all dimensions and conditions at ,Job site before starting _ \ ' ' � � 6 W work. Bring all discrepancies to the attention of the architect -engineer before I t IN Q � - - al proceeding with work. ,., �' J I� Gh-�-r✓-0-- - ar 9 K�'e�'1 �\U, o WELI%�'U T ': I � �� I� �t .r/ I� Gl f�G, j I a---/ I I J STRUCTURAL STEEL: \✓ QI Xa Y» M Z'. d oC 3: 2' �'-�; 5' a' lo- �" t�'- - T 2. Splice locations to be approved by Arcbitect-Engineer. P ..._ vlG�l� 44m.5-3�a - f - r t ( n ' { 10 �' �" 1. All connections to be field and shop welded and to develop member .in shear. I , I I 3. Steel bearing on steel to be welded thereto. 4. Pipe columns A.S.T.M. A-53 grade B welded and seamless (FY = 35000 P.S.I.) 71. o r concrete filled with vents top and bottom. f 5. Steel beams bearing on walls to have angle anchors. Lode 6. Ail structural steel to be A.S.T.M. A-36 and conform to standard A.I.S.C. SECTION SECOND FLOOR FRAMING PLAN ---- specifications. SCALE I = I -0' S 1 SCALE 3/16" = I' -0" t,'GUAtiIIGaL auP F'_ j ( ffTz 7. Shop coat all structural steel with Rustoleum 769red primer. Unless other- q wise noted, steel encased in concrete will not be painted. ACo'_IcT LeY_IU may'_" _- _ 3 y IrTz ^P6 ""LGNawQ5,_ (ZV2"X ZYs'+S5lla ! I'D'TIT!oQ5 ----- ?6 C ; P:2 �r 6L. »\ r�J 2' )('►.l2 ><�ib L. 'iOTL L 171 �' r fTZ _ '> -To � / / I I It L V. ^; v✓ot' '(o VJ 14-)(22 SHALL CONFORM TO THE CURRENT STEEL JOIST INSTITUTE SPECIFICATIONS FOR "H" 6 "LH" SERIES JOIST CbN?. \V''L;f ..O V✓ 11 -"jy2� V��l.. %iYti' y, -_ -.._- -_.._- __ _... _ __ COAT ALL JOISTS WITH RUST INHIBITIVE PAINT AND TOUCH UP ALL ABRASIONS AFTER ERECTING. ANCHOR r - 1 I'_ JOISTS TO CONCRETE BEAMS WITH A 5/8" 0 C FOR "H" SERIES 8 A 3/4" 0 � FOR "LH" SERIES. THESE i ;' '� , � I rl��' Go�r..M4L.iron�l --i' I I ANCHORS SHALL PROJECT FROM THE CONCRETE BEAM AND BE WELDED TO THE JOIST. WHERE JOIST BEAR ON I - A STEEL BEAM, THEY SHALL BE WELDEU TO THE SIEWE EL BEAM. WELD X BRIDGING AT POINTS OF INTERSEC- rr I TION. FABRICATION WELDING SHALL BE PERFORMED BY "CERTIFIED" WELDERS. SUBMIT SHOP DRAWINGS PRIOR TO ---- - - Woo Southtrusses Floridato be BuildinsiCode.ed aAllmctured in accordance with the ' _ - - r.--�14C22P7rnGE g members shall be designed b a ro- , I I r/ '�'� , I hJ Ok „i�jAi fessional Engineer registered in the State of Florida. I^ C� /d I P' ng for approval. i.VJ, I Submit shop drawings fora royal. 5 ;I I I'fO c, c �.�- S'fL'.L�^-I'•. VJVI LI>IAI (A '�I rr 01�"�Y.'E"� t�"7CJ'f"�'AUJ VGGET.IT1"?�I dlJ� OT!-1 %>=tg - �'-! (7• k Ll"=T�' {h Y- FAA e�"P'"IGI�'. �'2�M N'6iFrT P7�V14�G;'UW`-'!3,CARC=].4)1 Al% kl�VM/ ITtin,,OnJ� �1 &_L' � vSLLdn4 I•'T-1.$0.LL V!01151�r,:);5 F� C V IrJb`_'STI4ATI01 . !"J'Y fGr-Ct. r. 'P•� F+ .A1ct5eKlUrw �1.4C-' T�<TIVv %I.IC. I /i'Lk:. `•L:'�YJ. V,/I'ILI G%'�,'.• !.^.�'I•_^,, V•/ r"•}� It-1✓U„iTp.ISL ?` Y+G d'f P='T. �I GrCCS, �Lc7KIGA. aa�-1'.�o r :.0 �. Ij., Iq�� j _ , M: VIA-^ U lvlr=tP/n!ti� nvE-�Go v!t�GGTI� !�'f LL ht FC"r� TG7 r1c �Qt�T r�P, .�_','ti?HEFT. V' lil 1-:.�if"+M QT104 AUi .`r'-'t. -"I TI ^JN- \. 'CAMr"A_�TI0r,J 40C t"iE-U:5ITY Tr i5 L,A P.7�. F'(=KFOPiMrr: ALlV "-"- _ - -' `� 44 _.-1•- ' 4" SLAB COMPACTED FILL/ SAND CUSHION SEE COL. SCHEDULE T FOR BASE W 4-3/4" 0 A. BOLTS CONC. FILLED PIPE COLUMN COVER COL, W12 COATS KOPPERS # 60 BITUMASTIC TO FLOOR LEVEL 1" NON -SHRINKING "EMBECO" GROUT CONIC. COVER OVER IG s BOLTS (3" Mir, CONIC. PIER (AS NECESSARY) W / 4 -#6 VERT. + 3 TIES P 12" O.C. BEE FOOTING SCHEDULE FOR SIZE 6, REINFORCING 3" CLR. COV. INTERIOR PIPE COLUMN DETAIL 1 / 2 •" 1'- 0" II2 ` GOKP�. r</('TL• � F'i M� � ," -- - � . Ilk , �' GC�>JG. Star>� b✓/. -:9- v I , ! „ -- Y r?M. 2 a yY 4o47' co VC App I Y d¢ IGa V,R j -7 (r. 4t L LIi-o Pt� VLUI T' I SECTION SCALE 1/2'= SECTION c SCALE I = I -0• 5I • O I`^ --GE 1.7 x 24 1, V -rT' . vj. 6,. Y4- WG p�O Nonr� TTo 1/e Ft a� II '� E�CIJ L5'GI, 6AG4 Q.UCe.!,5. + I _ _ r + w41� 22 11 I y fy", I STL. BM. TO WALL CONN. DETL. SCALE 3/4' = 1'- 0" 7U�r^.WI�G' IJ�f 6L.. GoLJI..IyJ"� Ivl!4. I I v PT?_ coop) C - •t �4e2.eouc_.wl-r114s_�Vr=�T is 3�t!-�12''�. ----- -' �9 In�d 1 n 1 �I I I 49 � W CO C I I r 5d."r( G4 X. IN CouC r-T/ i `y/77Y eLi I 1Soot "'u":l' \�/S' GAL, n�4G,FtLL. 1 ------ e , P� o x lo" K Eu/� w/ A- �5` 1 vi'�LT S (9 � - -+ a I Z J /� 4"52�12"X12"X'��•" }"_'------- I Y:. LSV 6Ltl!5, 0U7:G OU I" M'V. I,, - I n 1 r. �� % -- -" dcn"rz it x " . ^Qc.r,s a ► ✓ Vow_ - to \� / -Yi Jy -I teal X to " Li •. -- ' i j , 0 Ice- - - - - I - � - - - 5, �„ 7 i� v Ir -t. --� I I I 3 r� !� T -o- I �- - _ - -i- • - -- -- $, - h`Iu EIJr�G v✓ITU I COMM. N0. c--1- _ - CO tiC, L V L' t C f c- I � ✓ T.I DATE F,; II dl it�T;;, IL ITT CHECKED n Pam' l O � '�J b_ DRAWING ror 0 - - r FOUNDATION PLAN SCALE 3/16"= 1'- 0" ®ssss�s� 7' O' HOOK COL. BARS W/900 HOOK, CONC. ROOF `CONSTRUCTION JOINT 4: o" 2': I'•Co 1'.G I'G To'o/a ro %loGu I T---i- . (2)- SETS OF TIES COLUMNS BARS AS SCHEDULED SIMP50u -rasa C7.4w---- � � sresr�arc U- Jols7 �� AT ROOF — (2)2x8 ruR;3nv'1750 4k 3 TIES 12 C.C. WI SIM7'SQL! N GaLv rrCUS3 � F- 'i � i• I I w : --- a 1A7"'L fir\ IF;' -roil pK` F.1C. 'rl C coCONSTRUCTION JOINT Qti u c ¢ p — AT TYPICAL FLOOR LINE ! /� �' I: L4*DG=' 11 I TIy' (2) SETS OF TIES \vD =aln 1 ry�`� �' 01 LOPE to V . C7C5 TYf SoPF T 2X4 FKA t l(o hIOTE // �-/1NJ S DO NOT OFFSET FOR *6 BARS - ...-....-. OR SMALLER — cN 15 Y2` COLUMN STEEL SPLICE �L�X� CJdi��TLJiWCy 00 rrl ` Laru 15 # ELT _ A-r Wao 0 i C-nT sOFP@iT COL. SIZE AND BARS AS SCHEDULED m --COLUMN DOWELS TO BE SAME SIZE 4,' o I �I Co" I'6" A "T`«I '- eT.r E W AS COLUMN REINFORCING AND EXTEND 30 BAR DIAMETERS INTO COL. a AND 30 BAR DIAMETERS INTO FOOTINGS. L_I rc of- /nos a�Y' S'roc+co Fjw3LI r-aL5'W ._::'oL , waLL PJ=7roQOt fy �Ch titrT2L LST4 Gd♦ P, N ft c II �. ' S('_!G'S MIN.7255 I� t,310 a (2) SETS OF TIES j m M CONC R TE FLOOR SLAB SECTION SCALE 3/4°= I'-d' FOR FOOTINGS SIZE AND REINFORCING SEE PLAN AND FOOTING SCHEDULE z r 3° CLEAR MINIMUM, CONC. COVER 0 W TYPICAL COLUMN AND FOOTING DETAIL N.T.S. SiMf SOW.. IG G6 rsaL.v 4?,�'Zxb Tllfi in: f S'rAUC7. U JsT, 1.10 tjaf-�[ (=CVAr 'SU1UCZL2"5 CIAJ 1-30tt ''V0°�T :'40PY;"-'(> - pp{.,IT IaALd .o TO IATL Or, I -1"� f' �:CONir �12 ,12 . 1 �� 2x� .i5 IB.,$� - GyLN 27rac� ldrJw4. I i ;Qh. h4ce OF r' 1 24",% (sE!r Reuj � (7°Fb �, fir, .; I 1 ! ( _} /lt,+-5. vtita.Ll. SE[3 C T LIPr-, DvVGS F'OJC Tye.. li(a rASCIA r. 1 . i CxQ cour P.T. H W/!Iz"b Omr4 I L-S A ucu IP�cx. TS C•, FGq "a'c .w - i-,•-____ ..: _ -_.-- .�fd" STUCCO 00 /A7L - �•�'r / -s ;,1 w q y ` ror r-'L 4. tl'.U, SrsnPsati IE c,a 4e /sLl . l 7r.D55 41aNco'� I -its G,l PL&qu r-)0LT'S (124"oli, C I=ttL P'.)LK CFLt_5 r-_lule� ter• � :. j _ � � �;, SECTION___ SCALE 3/4"= 1'-0" N d' G I G V � I6. 2 G'-CJ , _ S O• I f G l fG ), , e. Da D PJ4i,% I'a b CA'71K N ��,Ci . _ - • � 2KG OUT LOOK,!FKCS a o„ �. o. I 79� o ROOF FRAMING PLANE PIG.11 6oac� : .�. 3pl SCALE 3/16"= 0' 1`-oG7r11.16. Lj ro X;o,.;;z Weal�,V r.J5�t='_ --- -- —�- — — ? b AUr LOCK ffK t Tres ' P., L)Ur r ry L'a OAO VWV ON ATL. > VCK'c Cueui. 1-'Lc* f — ?a 12"colic 7.0. ',V'4P-r; tour — CaJr 2x4 r.r, iL vp 5r a+icu rJOL-VOL& 24°0�1 OLi~ CIsLLS TOLd0 W/,:KDOT SECTIONL SCALE 3/4"= I'-0�`'J N I lie Zc H ZW o J Z~" in = — coME Li C 6 Q � r mm% Q. 3E COMM. NO. 1 DATE CHECKED DRAWING STAIR REINFORCING DETAIL SCALE 1/�' = I'-0" 5i� PLAs.! e'-40 -5/4y11J �e�c'+4 NOtZTN V `AL L L �G raT+emu 'i I- �`T, W1t21r_aG GUTTI /—V t-I ?) LD 1 lAw GLGr 2 -2"EG- T-r a - C. TTS-1� i sT L-� TELEPHONE RISEN. PIAa—R-A /I D-LL WI`!-4 oWti If_7 i-tC3" i✓ i -" 2 up 1%Loo rti cJ -f4t1 C _ L7bZ1>.fEt•1 ELEECTIZI C,g,L -5c' v 3/8"= I I-cI o _- CPR" WITH TIN ALLOY SOLDERED S}iC _ -- 2. DOMESTIC =-- ;r :ZED (SILVER SOLDER) JOINTS;:,7 7.:. :..F^ ... .. n-J J ....r _. _ _ JOi.+ _._ - OF __ :L'. OR NOT THIS INSTRUCTION IS —XILIARY DRAIN PIPING SHALL BE _ _ :{CEPT THAT THE -HI' LED .ER PIPING SH:" LL 3E BRAZED (SIL`JE- 3. v LiFY ALL E��iP_.L_1T 3E�LI.,_.- .C3= ROUGHING. t LD Zv .LL -iC 'T. 4. VERITY THE EXACT LOCATION OF ALL OUTLETS I?; THE FIELD :•'IT:? T:s - ARCHITECT ROLG IILLF.7 :ATE3 PIPING, FTTLIIGS, VALVES PU""P A^, ^C L BE INSLLA'T' D } I\G 11TH 1 1/2" THICK FOA" P* 4 F. T^I T J c S. LA3 ALL _ 'AINS ,,IRE FASTENERS. UJD -- _ A__ A,D REQUIRED CODE. J GROUND EXTERIOR I:1 - -- F S� aI =Tu - FGR FOR ALL -P. D-! . J WITH GLASS FA3?.IC t' ` 0 v ,-..�� nL o ,v RL C'T T .- , ,., ._`', - . I:iSU1,AiION �:... . - - rPRo .,A__.�_..�.._� ...,- - ---" - - `"FGR 7. .���� ..,_�� �_...-...._... _.._ �::.-.L� u_ .. �PE3 ici ,'P '.ECO,i 4ENDATZO:.,D . AND LA 'l , t1i4D TYP T"d I:dS1 r1TI0iI ='_ :iD S'ALLER. -ATE PIPING Sr ALL 3 !JS'-LA= v,-Tll 1/2 _..,-._ 5 LA.TT_Oti. b. hLL CONDUITS SHALL 3E STEEL, UNLESS ::OT OTHER'ISE a a.v.vDta..._ /a1Jp 1irX '!3Z 6. AIR CONDITIONING DUCTWORK SHALL 3E C'; ToC, A L D FOIL 3ACKI1G. FA31RICATTON, INSTALLATIO:: v "- A.0 N.A.. WillRECOMMENDATIONS. -='! 7GRK IN TRUSS Sr. __ r ATED ;iZTH 7." THICK FOI? ED FIBERGLASS L '. ED AS T POR! ION O: THE DUCT - ?ER THE. M.FGRS ?-G: dDATIOiQS (T IS TO WORK THAT IS CuT-�OAFID OF THE BUILDING 1-4SLL�_yON). rI7. ALL ELBOWS SHALL HAVE TURNING VANES. PROVIDE ACCESS TO ALL DAMPERS AND 3/4�G DAtPLR OPERATORS. d. VENTTLATION AND EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED cr - x AND INSTALLED AS PER S.M.A.C.N.A. RECOMMENDATIONS. .4 x4 x 1 /4 v �gG�eg + TTc3-A 9. BALL COCKS SHALL BE NIBCO #T-595W FULL PORT. i 10. PIPE HkNGERS SHALL 3E CLEVIS, ADJUSTABLE SPLIT RING OR TRAPEZE TYPE, INSTALL i /LING �/� FOFZ GALVANIZED SHIELDS ON INSULATED PIPE AT iIANGERS. j -CAM t� I c I CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF ALL OUTLETS AND ROUGHING I /P1at� C�7' POINTS IN THE FIELD WITH THE ARCHITECT BEFORE INSTALLATION. 12. INTERLOCK THE PUMP STARTER SO THAT THE PUMP RGNS WHEN ANY FAN COIL UNIT RU14S. 13. DOMESTIC "1ATER PIPING BELOW GRADE SHALL BE BITUMASTIC COATED 3EFOR£ 3ACKFILLIi:- i4. SA,IITARY PIPING AND FITTINGS SHALL '3E PVC DWI; SCHEDULE 40. ALL r,XPOS.E7 yt PIPING (TRAPS, TAILPIECES, ETC ) SHALL BE CHROME PLATED 3RASS. THERE SHALL BE NO EXPOSED PVC PIPING. 15. ALL HOSE 3I33S SHALL HAVE INTEGRAL VACUUM SREAKE-RS. 16. TRAP PRUNER VALVES SHALL BF. JOS";:1 #36250. 17. SEE T: E GENERAL SPECIFICATIONS FOR PLUt:3T'fC FIXTURE ALLO ?NCE. 1 j i 16. VERIFY EXACT INVERT ELEVATIONS AND SIZES OF EXISTING PIPING IN FIELD BEFORE ROUGHING. SEE SITE UTILITY DRAIINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. br.l!.1Fx aLrcr 7 l I 2iA 14 A. o j �„ 225 141 0 j —. _ >I 1 "G B" _.� is voil eye Tt-4<- 1EL "A' I'Llo -79 A. O 17 cal( LEtc LI-IV- 8� O �j� 7440 �TOs� Or-- Elil AS Uu 94- AL'tP&CI7� 3 wiTtkr�1 51lgI�T'; rpm Rr.1ht�:.� RLI�C� 3�O c-41 LL'e V- LO D- cCz�J�1 rn LC3AL7 5 t ve G ,T 7zoo 2 GL 2 DL D 0 PCJA�a� of M -a, L��/O GU - 3/4ct C A ice► �{ ( �3i%IAL !o(Ioc-a.t.6t7)-z"C'. Zlr2l�Y'), %(tc) �/o(1.f) I/z"r G 1 n4 r:Ac_t k aF �^L - "c 1 1J e C� c F z- 4" c To mwe m �^ d 'POI... . T'r-L-'t�icp.4,4T� AS �r`��Tmo 4. I .�`�r i �"1`C ✓�C71AF� CO. ALL Mill t i .""iC.c �n E✓� T� �t 4AL� FSl✓ L),L, L! sTa-U Fob' �L m,-I is le F,= wrieA Ice ul-l- ALL •�>5e5 �r FfaI �e euv-t-r.r.: � ALL C0fAZ)U! f"5 t4l his c-�AL\/Aa.II 0 57-eaL v,J(7-k r�IT,�r ASTtC, C:t�,a-', P"C1, =L>✓C I rri k'i L3 SA.�, I T,CI�,Y f``1CI _t'a I � � LCGSTESG' ILTu;cs WIZ`ee To 7r�_IcT- %;' ",!;, xt T1h#�, c�ua2v Hll� To 7✓t Rom! oG/�TEp_ Ih1gTALL 3/Gl •G. i OC 'i»> Le i GIi:7C t3-�� TO l�iEW I c--rUAa_ca !•}ocaSE LaCr�Tl�rt A� 'Dtt�>r.GTE�- 1 i Zy s ZQ COA Zes W I-- z Vs e mm\ Mac i COMM. NO. �,.r-•CAL,: i1f'30`--[?" -� ��Q� DATE CRICKED ORAMINE SHELTON & ZAJAC ENGINEERS, INC. J� j- 225 MALAGA AVENUE I \V/lill-.-Y. _ CORAL GABLES. FLORIDA 33134 PROFESSIONAL ENGINEERS - CONSULTANTS a -L 5GG'CIQI-as d �;= i' t�, - B 120��1 /I I¢ W hF✓e MAtty GAF,. � D t�l�?OD-$OIFt�! t �' i -� I'z01' v we°°t l?>4l! 4(7o 4M� Mtt� SQ-D N CJ�->�oLToN GIB S; VIE,I�� Ft�L.=S -�RtP \"IZ>r -�I.A. fi l"t A P,1,41 h1IQ14T LTS-T,C, I 2.® 'Z&I2 143L7 1 t=GU IO 2 0 2�10 5200 2 - v 5 ► �� 1 000 f-oc v- TA5 2 - i I o 2'd 12 3Z. _ 3 tzC. L) 'L 30 - 2 a 10 - -- -- - - _ 'z.8o ---- ._. � __ _ _._ . _..: lJ _... ... 2570 a Co G7 54 (Q 4 , :? 2rJC7CY 7 25 44qo $Iq0 Co 8 �Lo ------- �2�i'2 'ZryC� <o � 2A.2rj- 8 j TEL T51!zwi Fat? 41 , 8 WATEtZ AEA"f7""V_ So 2 10 U7 1 80 4 t71: fmwmc6 'F+ oXi` A(w 1 0 wz*L 1 2' C;so 10 CC iz;:EF . MAK1:1Z, i I500 1 O r peo 1I ,12 3 A LIAt�I� g 3coo 11 XPPLiAn.IC.Fc /fib (3 17t2ts 4 tNF> �ftilT �JOD 12 E)4I T--A1•-I iCj Zt i��E�'TA+*=LEA-; 4000 i4 I�f�G�r�.�t groo 23-2zq 7020 2D-Zg LICq� 41 10'>25 3Q' Uc-,PITS 11100 3a conlev, rvoo 22 Q,C, coil,IT0c31.-.s4 Soo - __.____.__ _.____ ___ - �pAei� � - — 3q 4o L_t,46+Ts T G 2 I'z _500 41-A3 5f;AAPE=5 ly cSQ 54 SPAG _ TOTALS J,:W 40 VA ^ S A0 V = 225 AM.P.S' -RDTAL&_� 4'2- 4942o VA, .-;- ri4-0 = 2OG AMPES 4 t;bV-' r-CO 1W-Me.LOCtG W/ P0b+P a,Lti,F-BAN T41ZU 'LELA`f5 - PANEL (f5 12412401,/° 10, 5W 1060 AIMP MAW C.0 . SQ-V NgOD eoaw G12C SER/li3Ca POLES TMIP W112 V,A, 'EMH6��K 1 -'a h400r_-m 5.�'_120_- 5 T;kX KAACE- rp .40o S $i1IT�.1Z 400 -7-10 D'-54-4 MCXXX-8�5 I &00 j 11 PTACl_r.L-- -7tZOO j ---- 21 -?d SHAG'!✓ 5 — -- �� 1 f ToTQL s II `!2cc jA' s4n 4 ( AmP5 A, 7HIL?1) W(Ql_ I5 6OErth.f lSo L.nj'1~'0 C-1120 It.tO, 8 z5-1 C861 t O a0 1~ ti U G m U CZ i I a I P 4- C7FF1 C 10-6 C> C.Orz1ZI c) 0¢ - 110- — F- -2-t \- __") TI- f--);zFr IIiGF-1t2 T 14- -I 1 2-? r3z 7 e `£�-ta FIRST FLOOR PLAN -- PO `'iV E. P S ( /-AJ_F- ':�/Ilo" �:- I l-c u VA.uLT -10a - mvm 119,11�' C 15 �1 TELE - S L QM Io9 _ cam- i �7 � ct B-45 �TO"rz - tip NOT'- = r10-r tlisTAL.>_ i2�c�T TALL S ' To - tit 2{t✓Y xacT .Y.Ajla�a �±LL 00TLt-'r5 IrJ tr4Tcrcro.tasZ- ��rCt711=`( EX /''�C:"( P./i 1v TI-K'� 4� Q � G4( Y�,I P�r?� Gr�GP-:� TiO PIZ� ^V�I t (Z.tr TJ T,)= � IC. r/1 O C�I..i `-••�:�.. V V 1 `T�I-�i ------------ - --- I -15 �,~ZGr Gf?-1rJ 2 N1= 13 Gp-4 C._t5 c-ICo c-17 C-2 G 3 G iG7 C-1Lo C 4 7ZT PLYN1laLE - ZOIL GOhIF t tiCi - -LDS '-{r1 r'>AL S or,, Z.O'7 1 G-1-7 C_q 20 Q _ CIO: -- Ca a t zTiZ NTt2db c-I 9 G02tzIi7o2- 2l0 � Dlf4 t CY L - - -- 10 1 \ Ib) �20 C`� C7F ICE - 21 1 CI-t 4 - j -- - c- 1 c{ L SE-GOND PL_DQR Pr._...,f�.N — v`�PR' p� Pu ���- G,h!_� _ ✓ / 1 to � ° =1 ' --C�"-..,.... __..__._—. _—_ 2 V Z o tollO cr J o � z W o J ZD m W w U z O dim ZD QW V J Z 0 V oe Z W o J Z~ � cll — YV � C.21 4 Q mm% oc s-ralrz_21� JINC.r OMM. N0. , TE ECKED AWING SHELTON & ZAJAC ENGINEERS,225 MALAGA AVENUE_ J CORAL GABLES. FLORIDA 33134 PROFESSIONAL ENGINEERS -CONSULTANTS � � 1 5`(ivl'j30L N L. i _G.H T I W G F I X T U RL-7- �S C H a b U L. 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T, 1-->'I I Q's, of t ---7 7 7'Wr-'V--f'� ALL rtn'r-, Cs,JM,Ql '_IM57 MILE '110 e,-)5 rL'' +_JLJJ`7 Q A PARTIAL SITFE PL A N QrAl P I" 7 A0 r)' to Wj- S3cmr=-1�7fjwca lT_F=r7,u_'L VorrL E5 rm, u 0 K tc>''O/C uc.-as,mow. or\ &F-7--w-05 no U4"- 900 or, C.-M=wlo C=Wr� A mad CJ ST.LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS 2300 VIRGINIA AVE FT. PIERCE, FL 34982-5652 ATTN: JESSE BAXLEY, RECORDS MANAGEMENT PHONE: (772)462-6493 FAX: (772)462-6494 i. g RECORDS RETRIEVAL REQUEST I REQUESTED BY: DATE: / `DIVISION/DEPT: PHONE: RECORDS REQUESTED: I BIN/BOX # IC GS# DESCRIPTION ITEM# DATE(S) r `r K i Y_.DATA TRANSMITTED BY: PHONE: 0 FAX: 0 MAIL/COURIER: IN PERSON: RECORD(S) RECEIVED BY: DATE: RECORD(S) RETURNED BY: GATE: RECORD(S) RECEIVED AT FACILITY BY: DATE: COMMENTS: r b �pj� l RETURN SIGNED COPY WHEN RETURNING REQUESTING' RECO -SXWIS: 9/24/09. '! .. u. (JC ` ' ✓ V � - BOARD OF COUNTY COMMISSIONERS November'11, 988 DEVELOPMENT D I RECTO R TERRY L. \ARTA Mr. James P. Terpening Culpepper & Terpening, Inc. P.O. Box 1449 Ft. Pierce, Florida 34954 Subject: Minor Adjustment for Indian River Foods - Property Description Dear Mr. Terpening: Enclosed, please find a copy of the recently approved Minor Adjustment to the Indian River Foods Site Development Plan. As approved, this adjustment .includes all of the Indian River Foods land holdings at, and adjacent to their Selvitz Road processing facility. It is understood that this adjustment is for the purpose of property definition only. No activities, other than the disposal of treated industrial wastewater, as permitted under Section 3.3.115(8)(c) of the St. Lucie County Zoning Ordinance, are permitted outside the'' defined project site, referenced on Sheet 2 of 4 of this submission, until such time as a complete site plan for this area has been submitted and approved. If you have any DJM/djm FOODSI(B27) cc: County Engineer Fire Marshal Zoning Administrator' HAVERt L. FENN. District No. 1 • JUDY CULPEPPER. District No. 2 • 1 County A 2300 Virginia Av Director. (407) 468.1590 a Bulb Zoning: (407) 468-15 , please let me know. Sincerely U , Den ' J. Murphy, AICP anning Administrator kCK KRIEGER, District No, J 0 R. DALE 7REFELNEK District No. 4 • JIM MINIX, Districir N8: 3 Iminisrmror - WELDON o. LEviS nue • Fort Pierce, FL 349825652 ng: (407) 468.1550 • Planning: (407) 468-1576 ) 0 Code Enforcement. (407) 468.1571 q. < PR) '' 88-284' t INDIAN RIVER FOODS - OFFICE BUILDING (2 STORY) Project Rum: Architect: JACKSON & NUNN Ph: Contractor: LIBRA DEVELOPMENT CO'. Ph: 461-0928 Owner; 3798 SELVITZ RD. FT, PIERCE Ph: Address: INDIAN RIVER FOODS Occupancy Classification: 27pe of Coas[t�tion (&K 2 U171,0 6 96?0 Gross &eight and Area: g 4 •3'i?y ei' /*- Z Stories__ Occupanc; Requirements per. Chapter IV: 57��� CCU p 7,AT Construction PArquireaents: �_ z A. Pies Protection: / V/` B. Egress Requirements: 1/ 1 (r� D✓� i�' Other Requirements: door Cv Irt eerq.e i / /401 2 �- 2L�IP.rMt Elevators Sprinklers 8 Combuatible Materials - Interior Roof Covering Light - Ventilation - Sanitation Handicap Requirements IV "14'/r Plans sent to Fire Dept. - Date: Dater Energy Code raving 6 Praimago st ,,roval by i:rgaaneerinF '3�Pt,. s7eeial Conditioun prior to izaaeaaace Threshold Affiae it/before Issuance Affidsrrit Approved: STATE OF-FLORIDA i l D TMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION Authority: Chapter 381, FS \ Chapter 10D-6, FAC tf Applicant t�diiRly� 1�)FAiCYS+ JPermit Number~ D --------------- F'knT I -SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPP Treatment Tank Septic tank o��/ (� aerobic ut'iit _/aallons Septic tank or aerobic unit gallons Graywater tank _ — gallons Laundry waste tank gallons Grease interceptor gallons Dosing tankgallons �0A i1 iFtin ke'f S + -ya.- js K Minimum Draintrench OR Minif Size Square Feet 6007 Square Feet Square Feet Square Feet Other Requirements: (a) Installation must be in accord with requirements of chapter 1OD-6, FAG. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspecti n and appproval is required before the t t covered. j (d) Invert of fer C1Ir il'1 tt NP to be . 2 i t l n.L Invert of stub -out for to be Invert of stub -out for to be - Invert of stub -out for to be - (e) Fill quality and quantity: A 5 j� Y R5 X•-5 C, lr-k'y EXCAVATION MUST BE CHECKED BY THIS DEPARTMENT PRIOR TO DRAINFIELD INSTALLATION. (f) Oth'er:lr' AREA OF VRAINt''IELll 15 5UBJEUT TO SATURATION FROM ROOF DRAINAGE, ROOF MUST BE GUTTERED PRIOR TO FINAL APPROVAL. System design and specM at. t ConstrueMlonauthorized by: CI County — " r �61 i[C( A i uj Title Note: Completed copies'of this form will be provided to the applicant, installer and the building c AUDIT CONTROL NO. NP 37941 m( Health Unit HRS-H Form 4016, Feb 85 (Obsoletea previous editions which may not be used( (Stock Number 5744e01-4018-pi ICHINSON ISLAND PROPERlY ""* ,z« 4reweyooPyoursubmit!al ST. LUCIE COUNTY PERMIT APPLICATI i I a 1w111 be made for compliance ¢ with ST. LUCIE COUNTY S /Tc 1aLA� a . EC 87.03 (CODE ). `SEWAGE PERM NO. d v'APPLI ION FOR PERMIT TO CONSTRUCT t 3 719 B LOCATION/ADDRESS: GAL DESCRIPTIONy • F G AD IMPACT: V DISTRICT _ BLOCK TAX ID�}f ONE r E.$ Cc 7�% 7 /MAP # /)AL FLOOD ZONE /2)/J� "ELEV �L! ,2 v "3L -32 js 7 RGE /LC c � 3/, CGS/• coon a ��/ i;/ 0n�:/:C,c.�/3i `! 3 V .. 7 37 • C'.^c 3 c n i c. •i3! 1 �s7. G 1 roll .50 C�'/ll- ,?�LJi. 2u/-GCGr -Grx 7r1A1d/H MN '137,1's8n _x4223x765.50x68240x594 97xl348.83x1319.37xl312.86x607.84x600x280 0.02x)9.25x25.93x39 29x349 98x200:97x200z600.58x28x235x322.69x18.33x42r16T j* ( `I35 93x304.33x398.93x1003.98x465.99x384.94 j BACKS: 6KONK�c 'c � t REP R/ �' ' giDIt- ) FT BUILDING: LIVING AREA ACCESSORi RCHITECT: NAME �J`X�C' `f /� U JtJ/lJ PHONE ADDRESS /'LZ ZZ >� / CITY ST, / ZIP _ ONTR/AICTOR: U/"S�TA`TE G/&W * 'h (2 [I)n c/ 2 /lam COUNTY CERT <•''7LA✓4DDRESS -2;72 ,zreL / =� CITY �/ %t/IClS_ STATE ZIP �� l_!S _ PHONE.' WNER OF AME _� /L-c�/�i2J ADDRESS TATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared kating duly sworn, deposes and says that the information contain`d i RS IkVti;Vk !!�� Sworn tol and wbbscri �'j befo a me thi day of 'ATE _ )P �}ora ,a I PHONE I �C ZIP C: who u is true and correct. SCHOOL IMPACT FEES i Required ❑ Yes ❑ No Notary Public, State of Florida at Large Amt. Pd My Commission expires: ( Date Pd Posted _.---- a FLOR�DA EAERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION i c._ECTION 5 • BUILDING DESIGN BY COMPONENT PERFOHNkANCE APPROACH `' -FQF:M 500-8 6 ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Lc RESIDE14TIAL AND NON-RESIDENTI • —_8 UtLO/It/�r _-:..__ ._ZONE:_._ I wtL. JINU - (SEE. S._501.11 FICATION(S):NO —._ cE. _L _I Ufa (euKI _ t y - t - COMPONENT U•VALUE -- -- _ (Total) -- Concrete Block Structure (CBS) U_—`- 3 M Wood frame ----- Other------ U= ------ __- ._ Other ---- — _—.— U=- -- -- --- - u=-- - -- - Linder Attic Cavity ---------- � Single Assembly Other----. — Total Conditioned Floor Area Concrete Over Unconditioned Space Wood Over Unconditioned Space Slab on Grade Clear Single Glaze Clear Double Glaze Tint Single Glaze Tint Double Glaze Skylights Other —_ U U-___ . __- 0.56- --- - Metal U Insulated U Q• ¢�--- -- Other. ....... U --- --- U M Total Lighting Wattage aO _. � 5 Total Conditioned Floor s - ------ --- i' Area (sq. h.) Lighting Budget Maximum-- ---- --NET AREA (Square Fiat) 33 S .. I: 2327 Watts/sq. 0. --- 2.o .aunts'. it _ AIR CONDITIONER EFFICIENCY_ (EER JYSIEMS INFORMATiQN -- _ ) or (SEER �t / !) or (COP HEATING SYSTEM TYPE STRIP HEAT PUMP F1 GAS ❑ OIL ❑ SOLAR (: J HEATING SYSTEM EFFICIENCY --- — ------ — _ COP r _.-- or EFFICIENCY o (Steady -slate) NOT WATER SYSTEM TYPE ��`!!! -� ---- --- -- ELECTRIC HEAT RECOVERY L-j GAS OIL -- ❑ ❑ SOLAR Uo wall Allowable -. i0• �gj U wall Actual 0 • 3 Uo 1001/ceiling Allowable U r•ou �2 It complying under the provisions of S. 502.1. enter the Combwed u� .;efing Actual O • 28 values for the enure envelope In this section. Uo tlg0r Allowable _....- _ U, Ilrgr AcluP _. Ueenvelope Allowable ___ oTTV wall All a _— _ - U envelope 3 � --- _._ . --- U. Pe Actual L firr_.O. _ ..._ . - OTTV OTTV wall Actual roof at A b OTTV roof/ceiling Actual - in aaamance wah gun 553.g07 I`S., I speCtlloatlorl WV91ed rms oat In In ��� m� t� plans ann Review mine Plans and anW wall thn FlorWa Energy sPoclhCations Covered by this oekulaeon mtllc;Ila corm Gods gy I Pharos with the Florida Energy Code. Selma Construction Is com buildi will be in gy Plate F this n9 speged for Compliance in amordance with Section 553.90e F_S. OWNEFliAGENT. ` "— ----- - - BUILDING OFFICIAL: —__. PERMIT NO. FORM 500-86 1. GROSS WAL A) WALL TYPE: B) WALL TYPE: C) WALL TYPE: _ D) WALL TYPE: _ CHECKED by --_. SECTIC : 0 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH State of Florida Energy Code 2. GLASS AREAS (Includes areas of windows, sliding glass doors, glass entrance doors) GLASS TYPE AND AREA BY ORIENTATION osq. ft. TOTAL GROSS WALL AREA = sq. ft. TOTAL GLASS 3. DOORS(EXCLUDING GLASS DOORS) Door area in exterior building envelope ..... .. .. 6 3 sq. h, Interior door area separating A/C trom non NC spates i , . .... - ✓ ;sq. fl. TOTAL OPAQUE DOOR AREA = o' d- sq. ft. 4. NET OPAQUE WALL AREAS WALL TYPE _. GROSS WALL .. GLASS AREA (sq. tt.l - (sq. ft.) DOOR AREA - (sq. n.) NET OPAQUE = WALL AREA (sq, ff.). A. o. .L .oj 6'i? ©` 2 a. C. D. 5. ROOF/CEILING AREA TYPE T07AL rvE7 ROOFlCEILING AREA 8. AIR FlLMS (LIST AIR FILMS IF USED TO DETERMINE Uo VALUES) COMPON,N, ue Inside.Aij FI x-- Project Name: or—F1-:7, e5 '%3�U11-010(161 Date: 3titd Address: Owner: IUOI/19 f,iyen rows 141C. + f Exterior wall type: /4 ,, Florida Architect: _J4CV-30 I q4k/U[/l/ Engineer: OETMUNING U // �0:"PGIlEtJTS R-cdlue x YultiClie2' - 3esul".1 :i..valua 001'S1/9AGr .419 r-yG&f � /% ,<j1,V GGO -F'UiegLl Q"Mas• �GK u�acG /.OQ C/9,3 2/1'" 4IR sa•.aCO ' 05 sd / l�/D. 2 ` Rtotaa Uif EXterior_wall type: CQ44REM A,-oalue x ItaLti ��_ - aeaultanc R-vylne /.3C c6irge'c!r �'"S G� l`/1d6 L%GK Gt/Q GG /.O� / .3 to' .'7 Gout. �GtQr.1 3f ",4/� JPdcer w'P u c, _sue Rtotal - 4, o �L RootRtotal - �i---- Z¢O HTf,�/tc-Pt ,JALL MULTIp Stud 3oae� 12 O. 7 16'. 2 0.., - _"r 7T - III Project Name: Roof/Ceiling Aasernbly type: Floor (over non A/C spacA) tyr,: Date.: `'Iwut �1.`^.auutrzan ,I cuM}UNC,r(9 Io..ulue z 4itt-a11er {lenitl Wllt L VLL1 Yn i'!g5) . / /CJG '" y vv-b Sue�a�u��. 60 u /moo r��ss�s IS. 90 5� ✓rc',� LiGoug Ld A1,26RO )4(A flGM Roof/Ceili.nR Assnr,t,ly tune: � � Floor (over non A/C space) type; (:UMyUML•NI`J iy-tiles O a 16,C70 AM iLL, 5nv LWp. F:T7. 00 o5es a#" R- 3o gi.�t-/RlSv1 . 3p �d" 6YC. 13ou�y i 6 AA AMAI u 'tot. l 33 , ? 1 —_ o u �rl ItWP/C121"NC. :< .`=(JCG( YIILT +w .•vtt7 HA L1U CALCULATING TRERMAL TRANSMISSION VALUES FOR COMPONENTS (IIDATING{COOLING, FOR GROUP H 6 I, 111REE STORIES OR LESS) - - - (HEATING FOR ANY OTHER BUILDING - 1COMMERCIAL) I. WALLS ROOF/CEILINGS FLOORS ( OVER UNCONDITIONED SP) ._ a SQEFT. VALUES A x U S. FT. VALUES A x U S A0. FT. VALUES A x U` 16 ,ROBS WALL S GROSS ROOF/CEILIN 3037 :ROSS FLOOR 17 CLASS S✓�� 5 r� 30rj7•29 SKYLIGHTS 18 DOORATTIC S ! 21. Q: SCUTTLE 19 r71R'7 , H',�. -� 20 21 OPAQUE WALL UwlUrAQUL �{a3Z,9 7oq Q,,oj �lQ�.. nnpppppp gg ROOF/CCUU cl 2327 ° 6.0.o (5.1&& FLOOR U f1 _ ZO.S� FLOORQUE 22 WALL Uw2 3?J,(o C.�3,9 p ROOF9CLQUE ! lO 0,027 23J%CTUAT. TOTAL OF LINES 17 THROUGH 22 /K7,� GI TOTAL OF LINES 17 through 22 0° tj,7� TOTAL OF LINES 17 THROUGII 22 LINE 23 U LINE 23 ACTUAL U° _ LINE 23 ACTUAL U240 0'�ZO ° - LINE 16 = LINE 16 LINE 16 U, �1LLOw• o - Jo d7 COMPARISON OF ENVELOPE VALUES CODE - ALLOWABLE U° VALUE ACTUAL U° VALUE BUILDING AREA p VALUE BUILDING AREA VALUE. ABLE A x U FROM ABV COMPONENT SQ. FT. o COMPONENT SQ. FT. LINE 24 A x U. 5- 25 .^ROSS WALL GROSS WALL GROSS 26 CEIILINGOOF/ 0.10 CEIILINGOOF 27 GROSS FLOOR GROSS FLOO 28 2 O 2I LINES R r0T.AxUO OT,AR[1O 25+26427 29 �LLOWABLE U TOTAL(A x U ) U. TOTAL AREA ACTUAL U a TOTAL (A x U°) U. TOTAAREA, • w� \ L L Sheet # :. CALCULATION OF OVERALL THERMAL TRANS1,M331cii VAVTS FOR WALLS (OTTVW) - COM ERCIAL BLDGS. /^nrT — L ��WALL CONDUCTION HEAT GAIN - (uS w AW TDyQ) + (UB Ag Ot) EREA Ain sq.ft. 71%sq.tt.,xt.) U-VALUE Ot or TDEQ HEAT GAIN BY CONDUCTION 1 MOSS WALL 2 GLASS at 3 DOORS (WOOD OR METAL) ° //f /77.�, / 1a PARTITION 5 OPAQUE WALL #�? ; v. J �� ,,,_ 3 D l 2? % 3 6 OPAQUE WALL #L3 T OPAQUE WALL # 8 9 TOTAL HEAT GAIN BY CONDUCTICIT (ADD LINES 1 THROUGH 8) RADIATION HEAT GAIN THROUGH GLASS - USING ORIENTATION SOUR FACTOR - (A9 x OSF x SC) CLASS TINT: GL64Fl THIC=S: P6V SHADING CCEFF: 03 SINGLE._ DOUBLE; ORIENTATION GLASS AREA ORIENTATION SOLAR FACTOR (CSF) FROM SHADING RADIATION HEAT OF GLASS (A9) sq, ft- TABLE 5-21 of COEFFICIENT GAIN State of Florida, (SC) Model EneQmr Code 10 NORTH r :} 'T7 11 NORTHEAST r L2 MAST i 13 SOUTBEAST IT so 15 SOUTHWEST 16 WEST 146 77 NORTHWEST Z8 19 20 TOTAL RADIATION HEAT GAIN ( ADD LINES 10 THROUGH 19) :' /` LINE 9 + OTT7W ACTUAL � LINr; 20 - 77 d,� . / + LINE 1 ) 7 OTTVt ALLCWABLE (FROM TABLE 5-2 OF STATE OF FLORIDA ENERGY CODE) 4 FLORIDA EWERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 1 SECTION 5 ra BUILDING " FOAM 500-8 6 DESIGN BY COMPONENT PERFORMANCE ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS APPROACH STATISTICS: RESIDENTIAL PROJECTNAME: 0ICF/C9— AND NON-RESIDENTIAL L/60JC/61 BUILDINGS- ZONE: fp (SEE S. 501.1_� ADDRESS: BUILDING CLASSIFICATIGN(S)• ��yy y�� �. �I� 010, /CO!•7J CRY 21P CODE: BUILDING PERMIT NO.: ' BUILDER: _ _ PERMITTING OFFICE: _ OWNER: 11.I0I6NFtIV�p� (,IprJ$. /,1 �' I JURISDICTION NO.: 6/OQO -- -- BUILDING INFORMATION COMPONENT , U•YALUE _ NET AREA --- (Total) (Square Feet) Concrete Block St .: sure (CBS) U= 9 Wood frame u- Other _ Other — LI ,A tinder Attic Cavity - _ — .• u single Assembly __ U ". Other Total Conditioned Floor Area CPOO 7 - ;O Concrete Over Unconditioned Space U-- Wood Over Unconditioned Space U _ Slab on Grade Clear Single Glaze Clear Double Glaze U fd.'C�','� Tint Single Glaze U= Tint Double Glaze Skylights U= Other U._ Wood Metal U:= C1 • _�_ ff �f. Insulated U= _ Other._ :_.. U 3 e Total Lighting Wattage ... Total Conditioned Floor i )i• f Area (sq. ft.):I.. 74- Watts/sq. ft. sq. Budget Maximum 2 • Watts/sq. n. _ SYSTEMS INFORMATION_ AIR CQNDITIONER EFFICIENCY_ f (EER �Q.t, _ _ _ ) or (SEER 1 ) or (COP 1 HEATING SYSTEM TYPE:STRIP HEAT PUMP ❑_ GAS ❑ OIL ❑ SOLAR ❑ HEATING SYSTEM EFFICIENCY COP. : or EFFICIENCY �, (Steady-state) HOT WATER SYSTEM TV E ELECTRIC b HEAT RECOVERY GAS❑ OIL❑ F SOLARUo wall Allowab,U„ wall Ad(ual root/ceiling Allowable Or/© �•31 If complying under the - ,fWo dl7 provisions r ctrlal o, d values for the entire envelope Allowable `.,UoenvelopegllowabeCITTV of 5 502.1, ante! the Corm irodU�tdo In thla wall Allowable sec4on.Uofloor _ -L-.-.-____.lJ„envelODeAcurwl OTTV roof/coil A accordance w sjl6oipcatwns ce, (fate. OWNEFVAGENT.. rIATF C r*' -----_ OTTV wall Actual _ OTTV ribUCeding AClual JJO7 F_S.,—I liareo 'COArty that Iha plans end Hevlew.of the piano and a - - _ LWtial Bfe nra wisp the Florida Erler BpaCIhCa11UUs rAvefed - 9Y Chance with the Florda EnergytB' this coon is C tidmain com building will be ins mCeae. -Coaxore construction is ciunplelod this patted for compliance in acrgrtlance with Section 553.90a FS, BUILOING OFFICIAL' PERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-86 Slate of Florida Energy Code I. GROSS WALL AREAS A( WALL TYPE: C3S B) WALL TYPE: C) WALL TYPE: D) WALL TYPE: ' 2. GLASS AREAS (Includes areas of windows, sliding glass doors, glass entrance doors( GLASS TYPE AND AREA PAY ORIENTATION sq. n. sq. it. sq. It. sq. ft. TOTAL GROSS WALL AREA = 5 0 7, A sq. It. 3. DOORS(EXCLUDING GLASS DOORS) Door area in exterior building envelope ........ .... .. ... . . .. ..... ... ...> .. .. .... . = 63 sq. R: Interior door area separating A/C from non AiC spaces .. ....:. 2 -- sq. It. ]I TOTAL OPAQUE DOOR AREA sq, n. cr nhw riot ww. i nosnc WALL TYPE GROSS WALL I " a GLASS AREA I DOOR AREA (sq. I,) - (sq. h.) - (sq. it I NET OPAQUE = WALL AREA (sq. pit.l C. S. ROOFICEILING AREA ROOPCE1LING TYPE AREA --- cvvsf. Gslf lu rl.0 au,.� 6YF e?oaRo 27 6,YG UM �04� CAL --- TOTAL GROSS ROOF/CEILING AREA = _ SKYLIGHT (SHADING COEFFICIENT TOTAL NET ROOF/CEILING AREA = ' & AIR FILMS (LIST AIR FILMS IF Walt DETERMINE U,, VALUES) �j r p�5-�. sq. hJ Project Name: ©�1�Cy� lSUIL(7/(/Gj Date: :iht.b IAddress: Florida Owner: I U(J I/bhl lJEP1 PCb05 U C • Architect: 'A Exterior wall type: Engineer: _ L/ �0:^PO'II7f15 Of/T.S/Pa' 419 r-yGti1 ,57ucco �a/sEJ Q"Ma5. A?4X u/acG CO A/C. &Od 14 Exterior wall type: d" sPQ6 / 2 m�p iu424s /�tgfOer Qir� FiLaJ 5t06s" /J(X A`M c6rM a AI r r60Sr P41. Z"Mas. DLK. 141e6G R-walue z hiaLtclle 7esultanc i- Iue Ant ov- a. 9 " . e7l Rtotia UW RtatLI P.-value : mutiPliw .6e 2 /(�. 3 Ito 3.53 o • 09 3 eroA rt-" Ri ultant R,.alue 3f " 4/P+ �NacE 7.0! s�a'' Gyr• �ioa�o , 5 . Rtotal - K • o' /o l� 1 o.24 �Uf0/III'-ft atotal �iAJL MTLTIPI MS Stud m !ta -u 3naci Project Name: Date: ' JI.III�t p Roof/Ceiling Assembly type:._ Floor (over non A/C space) tom,: J6'! •3ftP,RNO I CUMKJNIDM ILyw z _ 00 �3/06' kAR Ficti�i _ R001G/,u G �o""�yu✓y Su�a�uc�. VA moo TRUssd-s (2104" 15, o el C 5 e4 CGF f�-3o i�rt>/ 1�d�W. "GY Goar4G+ AC,6uS�a�ic� /cos IRooffCellinA Assembly type: 1� Mui t'_nl.l er .o� .9¢ II-n ¢11a T. Il�..rl un •6 A� . ze) O. 0 2 o M/�r, {�--��. z MilCl[LLIeT - fl nnnl.�a n.. II-V.lun 17 .Go 7� • Rtou1 - y - --- �--2 '�1t' p PIU(yl YIIL'f l:• Lrr tll�j TYY.! W Ll l L 14 1 W VILY Yy L1 1.1 1 1 U 1� 1 CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS (Hr,ATINGVICOOLING, FOR GROUP H S I, THREE STORIES OR LESS) - - - (HEATING FOR ANY OTHER BUILDING - 1COMMERCIAL) FLOORS ( OVER UNCONDITIONED SP) WALLS ROOF/CEILINGS AREA VALUES A x;U SQEFT. VALUES A z U 7.FT. VALUES A x U SQ FT 16 GROSS WALL & 5X v GROSS ROOF/CEILIN 7 'ROSS FLOOR 17 CLASSGJ�.29 SKYLIGHTS 18 DOORS %� ZLaZ ATTIC SCUTTLE W. 19 pp 20FLOOR QUI lfo32,9 61, 'J ��f��,') papppppo gg ROOVRNCI 23%.7 Q,'d2o° i .i/d+ 21 WALLPUw1E q q ?PAQUE U 7 1 o 0,0-27 Z0.57 --6PAQUEI FLOOR U 22 WALL:Uw2 .3?d�w G�,:i�a USG 1 ROOF/CL 17 THROUGH 22 i5%,g� TOTAL OF LINES 17 through 22 TOTAL OF LINES 17 THROUGH 22 23 TOTAL OF LINES LINE 23 ACTUAL Uo= LINE 23 0,3 1 LINE 23 ACTUAL U. o LINE 16 Q,Z� ACTUAL U.= LINE.16 24 LINE 16 Up 41,L0�/,s� !�."3 0 - ()c QL OV✓� 7 O, lD COMPARISON OF ENVELOPE VALUES CODE - ALLOBABLE U VALUE ACTUAL U. VALUE Iz BUILDING 0 AREA VALUE A x Uo BUILDING AREA VALUE. FROM ABV A'x Uo COMPONENT SQ. FT. RBLE 5? COMPONENT SQ. FT. LINE 24 a 25' GROSS WALL GROSS WALL GROSS ROOF/ GROSS ROOF 26 CEILING 0.10 CEILING 27 GROSS FLOOR GROSS FLOG 2R TOTAL LINES .Q R IOT.AxOo TOT,AAxUo 25+_6+27 25+26+21 29 ALLOWABLE Uo = TOTAL(A x Uo) ACTUAL Uo = TOTAL (A x Uo) TOTAL AREA TOTAL AREA, r CALCULATION OF OVERALL TVMMAL TRA,ISb rLSSICTI 7ALUFS FOR WALLS (OTT7K) - COhRgRCIAL BLDGS. I _ING WALL COMPONENTS l,VU1.1jyU CONDUCTION HEAT GAIN = '(w AH TOE) i (Ug A Ot) E ,w t.) U-VALUE Ot or ME, $EAT GAIN BY CONDUCTION 1 �s WALL2GTA MARE&in.ft. at 3 DOORS (WOOD OR METAL) o 7 7,�. / 4. Ph81TTION 5 OPQUEWALLtl� 3 6 OPAQUE WALL # 2 3 Ll !� K/ 9 7 OPAQUE WALL # 8 9 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGR 8) RADIATION HEAT GAIN TBROUG$ GLASS - USiNG OR1FNrATION SOUR FACTOR a (Ag Y OSF Y SC) CLASS TI21T: G(.EdP--' THICSNESS: n5V SHADING OOEFF: ) SINGLE_ DCUBLE—L ORIENTATION SOLAR 411NORWrHMEA.ST TION GLAS3 AREA .ACTOR (CSF) FROM SHADING RADIATION HEAT GLASS (Ag) sq. 2t. TABLE 5-2A or COEFFICM42T State of Florida (SC) �� Model Energy Code � � -; 12 FAST 13 SCUTMBT dy SOUTH 15 SOUTHWEST 16 WEST 17 NORTl 18 72 2? �-7-1,�1:. TOTAL RADIATION HEAT GAIN ( ADD LINFS 10 THROUGH 19) LINE 9 LIr 2Ua AA,W f '' + L_' 17•1/: 13 LINE 1 OTTPi ALLOWABLE (FROM TABLE 5-2 OF STATE OF FID RIDA ENERGY CODE) a FLORIDA ENERGY! EFFICIENCY CODE FOR BUILDING CONSTRUCTION of f _SECTION 5 a BUILDING DESIGN BY COMPONENT PERFdAMANCE APPROACH RM ,,�elb e i SO1-8 6 ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS CTATICTIPe. o�e•...�..�... ..._ --___ ---- - •�•�� •.v.�-ncarvG1711AL tlUl INGS�SEES. 501.�_�_-^_ �. -__.. PROJECT NAME: O/aF/CLS' 8U14©/•:/ ZONE__Lo _ ADDRESS:. BUILDING CLASSIFICATIONS : CITY zip CODE: BUING PERMIT NO.: BUILDER: ILDPERMITTING OFFICE: OWNER: I V(6N faIVtr F'� C,Ot7$. 9 C JURISDICTION NO.: ' /pCSQ - ------ BUI'DINGINFORMATION COMPONENT LLVALUE ., NET AREA Concrete Block structure (CBS) (Total) 1. uare Feet)_..: U= Wood frame Other U --_ ©. --- Other U �— 33 8 G y Under AnlcCavity . -- — -- Single Assembly Other U= -- - U=- Total Conditioned Floor Area Concrete Over Unconditioned Space --- Wood Over Unconditioned Space U - Slab on Grade U`- Clear Single -- - - g e Glaze U Clear Double Glaze � 5 � o� Tint Single Glaze i� 2r v�'� ?e •.3 a Tint Double Glaze U Skylights U - U Omer---- --- wood Metal U-"- Q• ,�,ft/ Insulated Other__.. U i w Total Lighting Wattage .... _ - . ^ a : o Total Conditioned Floor § Area (sq n.) .. O .�.,..�. u f° Lighting Budget Maximum - -- Watls/sq.. n. 2a - wanssq_ n. _ SYSTEMSINFORMATI/Q�N Q AIR CONDITIONER EFFICIENCY (EER = } or (SEER �V •_l HEATING SYSTEM TYPE ) or (COP._ _ _.__ AT PUMP [IGAS 0 OIL.❑ SOLARp _- HEATING SYSTEM EFFICIENCY — - - ------------._ —__. _ COP _�,__ or EFFICIENCY - HOT WATER SYSTEM TYPE L-- %TSteady-state} _ ELECTRr�IIIC HEAT RECOVERY U GAS (] 0 f] SOLAR Uo wall Allowable jo• �Cl-- Uo wall Actual Q • ✓ / --_ _ ' -- 0. - Wo roof/ceiling Allowable Qx rU,-I, r - If complying under the provisions of S. 502,1, enter 'the cornbinud Ud - gobceiting Actual �.0 values for the entire envelope, in this section. _I10 Moor Allowable �_. hJ'oYlpor AcT, *_7 Ueenvelope Allow2ble.�__ 6TTV wall Allowable .*F - __ - Uo envelope Actual LJTTY roof/ceiling Allovi�le -� '• `� : �Rri �-`- OTTV wall Actual __ � %_� y,3 / ����--'-"'-"""'� � `� OTTVroof7ceilingActual �� —� `�� trr accordance with Sect -_._- _._.�`: ,_.__. •-.._..1 5$3.�07 FS ' 1 h rdby c�nlry that the plans antl Review of the plans end speclhcabns Covered by th;F calculation indicate coin. gBectflCatipng covered byt CBbule arem • han Crlde. P A'�N 4ie Flaga Energy pliance with the Fbrida Ener9Y Code. Before coi u.:�lion is completed. this `�.. r twiltling will be inspeged for wmpItems in accordance with Section 553:909 F.S. 4WNEFVAGENT%,�.<�-4 — ��BUILDING OFFICIAL: _ PERMIT NO -CHECKED by SECTICK 6 WORKSHEET FOR ENERGY CALCULATIOI4t BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 50046 State of Florida Energy Code 1. GROSS WALL AREAS A) WALL TYPE:. QS -fW' EXTr1r1:V0^ 8) WALL TYPE: 111� G 5,5 ALV. 'fo 3faf tc tJDu - e. C) WALL TYPE: 0) WALL TYPE: _ 2. GLASS AREAS (Includes areas of windows, sliding glass doors, glass entrance doors) TINT I SHADING I CLEAR No sq, n. sq. n. sq. it. sq. R. TOTAL GROSS WALL AREA = :sq. n. TINT I SHADING TOTAL _ TOTAL GLASS J. DOORS(EXCLUDING GLASS DOORS) Door area in exterior building envelope .......a ... � 6 3 Interior door area separating A/C from non A C spaces J . , ..: ` .. - 2 t sq. n: __ .... - sq. it, TOTAL OPAQUE DOOR AREA a' d. sq: n. 4. NET OPAQUE WALL AREAS WALL TYPE GROSS WALL I ` GLASS AREA, DOOR AREA NET OPAQUE (sq. n.) - (sq. n.) - (sq. M.) _ WALL AREA A. S. C. - 5. ROOF/CEILING AREA Project Name: OFF/GE `l3U014167 _ Date: Address: , Florida Owner: 1 Lf P 14 L (� tJEP1 Poop S i l! C � r Exterior wall type: A Architect: _—ACtG30V 1�4 k/U[/c/ Engineer: 9ETH : G U ht.# �0'�.f'OtfENTS R-value . x Yul'iuli� - - :iesul=y ;=ue av�siv� .4/m FlGtif • /7 20- 9 " . 97 / Oi / 2 rS�/tC(6 iv�2Gs , 94 to /�/5 i0er it//� FL�df --------_ '_ 5 C Exterior wall type: /� /fice -t ,w c,,4,4 !rclr r4gsr Fact. ,Ltotaa "-°'Lue = r�alci Limier - ' 6' 2 6 "Q/� 3NacE /.of _ ' GYP• �oaim',O 3.53 67. Z93 e:on�n?g as Ul-v,�iue — 3G • for, --_ 4.0� O____Z4o sru'1r�-ri dar' MULrrpLr m7 scua r �� soeoine�_ 12• 36• �, Project Name: RoofJCeiling Ass2Tn t Y ype: ' + Floor (over non AJC space) JL��_1 // CUMfONYF19 �.�,� x O_ a(".SrO6- dfAGcax J'?001e/ �o � y u✓Cl 3ue'Otrlcj. I3, AI�e 5 r'u cc� "GYP. �Uar<n 5y%" 4couj . Lai/c/ /cos L/d6/P0 .4(A f7t y LO—OVCeili.ng Assmbly t e: Floor (over non A M space) e; // I:untvnerm c�FIAl' Sow G 2. Fl�. 1IoNs zgf'a oa .�>� 6Yr'• P3ou.+v /u5<dB.4iR i-7GM A� . zg ° - 0.02' � vru/�,r.r• FL_wLLLUe, F 111L1t��SR' - 1I.4.LLI Cdp�. N-.YIUn ---� . 17 • o 3o , 9�1 20.20 33.96 ° 1 - O. OQ 9 _•+•t.w �1 l 11 li�I� KiY ---------------- CALCULATING THERMAL TRANSMISSION VALUES FOR COMPONENTS (ULATING/COOLING, FOR GROUP H 6 I, 711REE .STORIES .OR LESS). - - (HEATING FOR ANY OT11ER BUILDING - ICOMMMIAL).: WALLS ROOF/CEILINGS' FLOORS ( OVER UNCONDITIONED SP) a AREA SQ.FT. VALUES ` S. FT. VALUES A x U SO. FT. VALUES A x.0 16 .ROSS WALL r 7,5 SS ROOF/CEILIN 30 3 :ROBS FLOOR. 17 GLASS S✓r� �J �3ol i SKYLIGHTS18 D ORS . r .ATTICSCUTTLE 19 20 21 OPAQUE WALL Uwl 4a321f Q,?05ZJ �gll�l.� pppppppo gg ROOFY69c1 0307 .0Za° (,r7,/G� FLOOR • UfI 22 WALL Uw2 3?D,{c O.�A g3.% ROOF9CLQUE / lO OBI %ip•Jr� FLOORQUE 23 I'OTAL OF LINES 17 THROUGH 22 /��¢,g( TOTAL OF LINES 17 through 22 df7.75 -01017O TOTAL OF LINES ACTUAL Uo 17 THROUGH 22 LINE 23 = LINE 16 LINE 23 LINE 23 24 ACTUAL Uo= LINE 1b �,3 � ACTUAL Ua = LINE 16 U� �JGlow_a &/ov✓ r,7 O to COMPARISON OF ENVELOPE VALUES CODE - ALLOWABLE U. VALUE I jj�B2L DING .AREA P. VALUE LE ONENT SQ. FT.5- WALL ROOF/NG 0.10FLOORLINES R27 iLE Uo TOIAL(A x U ) TOTA' REA ACTUAL Uo VALUE BUILDING AREA VALUE. A x U0 COMPONENT SQ. FT. FROM 24 V A x Up GROSS WALL GROSS F TOTAL (A x ti-j W/L�LLS Sheet CALCULATION OF OVERALL THERMAL TSAp1SprISSICPi 7ALTS FOR WALL] (0TTV.) - COMMERCIAL 9IDOS. I BUILDING COMPONENTS CCNDUCTION HEAT CAIN - (UH A� TDB) + 1.UUla11Y(j (Ug Ag At) EAREA in sq.-ft. U-VALUE Ot or TDEQ HEAT GAIN BY CONDUCTION 1 GROSS WALL J 007. 2 MLASSpt 3 DOOBS (WOOD OR METAL) /77 It PARTITION 5 OPAQUE WALL O 6 OPAQUE WALL #L15 T OPAQUE WALL # 8 9 TOTAL HEAT GAIN BY CONDUCTION (ADD LINES 1 THROUGH 8) J 061 17 i8 RAIIIATION HEAT GAIN THROUGH GLASS - USING ORIENTATION SOLAR FACTOR m (Ag t OSF x SC) GLASS TINT: G( EdF THICKNESS: P6 r SHADING CCEFF: . _)= SINGLE DOU9LE� ORIEPTATION SOLAR -- ORIENTATION GLASS AREA FACTOR (GSF) FROM SHADING RADIATION HEAT OF GLASS (A ) sq. it. TABLE 5-2A of COEFFICIENT CA B State of Florida (SC) Model Enermr Cade NORTH ,,, �?. NORTHEAST °o s -. .'T �_ 12, SOUTHWEST WEST n 0 --� t-AAI-Lufi 12A•T GAIN ( ADD LINES 10 THROUGH 19) OTTVK ACTUAL LINE 9 -.LINT 20 a ; : . / + 1: 1/7 / LINE 1 ALIGL�ABLE (FROM TABLE 5-2 OF 3TATE OF FLORIDA EN ERGY '.1.9G 7, 9. .� ' BECKER HOLDING CORPORATION 2627' SOUTH JENKINS ROAD P.O. BOX 1240 TELEPHONE t4071 G61-1180 FORT PIERCE, FLORIDA 34954 FAX (407) 456- 417 FORM PIERCE, FLORIDA 34981 TELEX: 3619 1 i November 23,'1988 St Lucie County Building Dept. Code Administration 2300 Virginia Avenue Ft. Pierce, Fl. 34981 Attn: Mr. Joe, Klosterman Dear Mr. Klosterman: Please be advised thatlBecker Holding Corporation and its subsidiary, Indi an Ri ver Foods, Inc. have terminated our b, Development Company, Inc. It is requested agr eemen with Libra De P that the permit for construction of a two story office bansferred Indian R ver Foods', 3798 Selvitz Road, Ft. Pierce, be transferred to our -new General, Contractbr, Hill/Jones Construction, 700 22nd Place, Suite 202,IVero Beach, Florida 32960.- General Contractor's state license number is CGC011775. Thank you! Sin c ely, Cooper Coo C. p CTC/sln cc: Hill/Jones Construction Bart Plymale i LEGAL ]DESCRIPTION beginning at the Northwest corner of the Northeast } of Section 32, Township 35 South, Range 40 East, St. Lucie County, Florida as recorded in Chancery No. 680-E, dated April 25. 1938; thence run South 890361150 East (assumed datum), a distance of 77.86 feet, to the South 1 corner of Section 29, Township 35 South, Range 40 East, St. Lucie County, Florida; thence run North 00'54'36' East, along the North -South } section line, a distance of 527.49 feet, more or less, to the South shore of Ten Mile Greek; thence run Southeasterly, meandering the said South shore, to a point on the West line of a tract to Adams Ranch, Inc., as in O.R. Rook 328 at page 1222 of the Public Records of St. Lucie County; Florida; thence run South 01'09'02' West, a distance of 1185.88 feet, more or less, to a concrete moiumimM; thence run North 88'07'52' East, a distance of 682.40 feet, to the East line of the Northwest 1 of the Northeast } of said Section 32, by said Chancery No. 680-E; thence run South 01*49135' West, a distance of 594.97 feet, to an iron pipe in concrete at the Southeast cower of the said Northwest } of the Northeast } by said Chancet=y No. 680-E; thence run South 88'03145' West, along the South line of said Northwest 1 of the Northeast } by said Chancery No. 680-E, a distance of 1350.99 feet, to the Southwest cower of the said Northwest 1 of the Northeast }, by said Chancery 680-E; thence run North 00*25120' East, along the West line of the said Northwest } of the Northeast 1, by said Chancery No. 680-E, a distance of 1332.57 feet, to the POINT OF BFSINVIM;; all lying and being in Section 29 and 32, Township 35 South, Range 40 East, St. Lucie County, Florida. ,I�W0 ,4Z SO ads The Northeast } of the Northwest i of Section 32, Township 35 South, Range 40 East, lying and being in St. Lucie County, Florida, LESS any existing rights -of -way of record and containing 40 acres, more or less. , A/Vp AL .5'C That portion of the following described property lying North of the North St. Lucie River Management Drainage District Guhal #101 and East of the right-of-way for Selvitz Road; The Northwest 1 of the Northwest } of Section 32. Township 35 South, Range 40 East, LESS the North 398.93 feet of the West 343.67 feet and LESS the South 235.93 feet of the North 634.86 feet of the West 649.00 feet and 'LESS the South �! 235.00 feet of the North 929.86 feet of 'the West 385.00 feet and LESS the West 413.00 feet of said Northwest } of the Northwest 1, LESS the North 929.86 feet. r_ 1DCELi1F7t WITH: � The West 314 of the South i of the North ; of said Section 32, LESS the North 600.00 feet of the South 653.50 feet of the West 705.00 feet aril LESS the North'200.00 feet of the West 413.00 feet and LESS the follpwing described property,' described as parcel 1 in O;R. Book 440. Page 442. of the Public Records of St. Lucie County, Florida: PARCH.. 1: CM&ENCE at the Northwest corner of Section 32, Township 35 South, Range 40 East, St. Lucie County, Florida; thence run due South, along the West line of said Section 32, a distance of 1529.86 feet; thence run -North 89052'26' East, 'parallel with the South Line of the Northwest 1 of the Northwest } of said Section 32, a distance of 50.00 feet to the East right-of-way line of Selvitz Road, and the POINT OF BEUN UG; thence continue North 89'SZ096' East, a distance of 375.00 feet; thence run due South, a distance of 200.97 feet; thence run South 89'57'25' West, parallel with the South line of the Northwest } of said Section 32, a distance of 349.98 feet, to the Point of Curvature of a curve concave to 90'021350�and an arc ^length of 39.29 feet, to the Point of Tangency of said curve and the East right-of-way line of Selvitz Road; thence run due North, along said right-of-way line, a distance of 175.41 feet, to the POIMI OF BFIvIN I G; all lying and being in Section 32, Township 35 South, Range 40 East, St. Lucie Gnu:hty, Florida, and containing 1.7247 acres, more or less.• bearings based on West line of Section 32, being assumed due North. LESS the `following described property described as Parcel #3 in O.R. Book 440, Page 442 of the Public Records of St. Lucie County, Florida. PARM, 3; (7?bf3�C1: at the Northwest corner of Section 32, Township 35 South, Range 40 last, St. Lucie County, Florida; ;thence run d South, along the West line of said Section 32, a distance of 2006.22 feet; thence run North 89'57'25' East, ellel with the South line of the Northwest 1 of said Section 32. a distance of 50.00 feet to the East right-of-way e of Selvitz Road, and the POINT OF FO-.INVIN;; thence nu: due North alcrhg said right -of' ay line a distance of feet to the Point of Curvature of a curve concave t:: the So:aherst thence nu. Iwrthuostetly aL..og ar c rc of .d curve, having a radius of 25.00 feet, a central angle of 89'57'25' and -ate arc length of 39.25 feet, to the point of 4;ehcy of said curve; thence rue: North 89'57'25' Fist, a distance of 350.C2 feet; thence run due South a distance of ).00 feet; thence run South 89'57'25' West. a distance of 375.00 feet, to the PO1Nr OF BFrlirilN:, all lying, and being S.cthon 32, Township 35 South. Range 40 East, St. Lucie County. Florida, axri containing 1.7187 acres, Hare or less. rhhhg; based on West line of Section 32. being assunhd due North. in Section 32, Township 35 South, Range 40 Fast, LESS canal and road right-of-way. e Southeast } of the Southwest I of Section. 21?, Township 35 South. Rartl:e 40 Fast, MU ALSO; Bvginnini, at the j\ rtirve:st corner of the South i of the Southeast }'of the Southwest } of said Section 29, run South 222.51 feet along -e West line of the South } of the Southeast } of the Southwest 1; thence run West on a line parallel with the North Ike of the South } of the Southeast } of the Southwest }, 300.00'feet; thence run. North parallel with the West fine of -e South j of the Southeast } of the Southwest } to the Southerly right-oi--.iy line of the Florida Faet Go..st Railway; un le:lce rNortheasterly along said right -of .ay to the West line of the Southeast 1 of the Southwest 1; thence run ,utn along said West line to the POINT OF' &MICIN:. � D G---c�o�� o,� sK�-, f „ti ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer Address Date Permit o Road Benefit and Collecticn Zone 0 _ _ -----_�uG - Y=----- - -- - - - The impact fee calculated herein has been determined based on " the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986. i' IMPACT FEE CALCULATIONS LAND USE TYPE a i 1 � C 0 UNITS ............... 0 SQ FT (100O)....0 0 PARKING SPACES ........ 0 STUDENTS ............. FEE PER TOTAL UNIT m IMPACT FEE (X)�GGsS... . 5....�i...:..� 'I ®F COUNTY ,� � � � � �DEVELOPMENTO!LD COMMISSIONERS � `?��:;�� � DIRECTOR October 10, 1988 Mr. James P. Terpening, P.E. Culpepper & Terpening, Inc. P.O. Box 1449 Ft. Pierce, FL' 34954 SUBJECT: Minor Adjustment to the Indian River Foods Dear Mr. Culpepper: The Site�Plan Technical October 6, 1988, Proposed Foods. As we understand it, is to revise the footprint TERRY L. VIRTA Review Committee has approved your Minor Adjustment to Indian Rivers the purpose of this Minor Adjustment of the proposed two story office building. This) building area is being expanded from 4900 S.F., (indicated on !former site plan 273-4) to 6044 S.F. as indicated on this October 6, 1988 site plan. If you have any questions on this matter, please contact the Current Planning Division of this office. ince ely, Dennis J.K, hy, AIC Planning A nistrator DJM/RMS/la MINOR-R9(RMS-2) cc: County Engineer Fire Marshall NAVEP'I L. FENN- DhMe No. / •.AAY PEPPER Diwicr No. 2 • JACK KFUEGEP, District No. 0 • R- DALE TREFELNEfi, DIMIC No. 4 • JIM MJNDL Dlstri0 No. 5 Court' Adminbrroror - WELDON U. LEV5 2300 Virginia Avenue • Fort Pierce. FL 34982-5652 Director: (4 7) 468-1590 • Building: (407) 468-1550 • Planning: (407) 468-1576 oning: (407) 468-1550 a Code Enforcement. (407) 468-1571 X. HUTCHINSON ISLAND PROPERTY A review of -your submittal ST. will be -made for compliance with ST. L01E COUNTY po o. EC 87-03 APPLI F R P ITpTC B LOCATION/ADDRESS: f GAL DESCRIPTION ROAD IMPACT: S/D DISTRICT LUCIE COUNTY PERMIT APPLICATIGIt r •. NO. [K•7a.STRUCT .w�nl_Sf� r LOT .- BLOCK UNIT `,� SEC ROPERTY TAX ID � o< `�3 1337.14x862±x422±x765.50x682.40x594.97xl348.83x1319.37x x200x350.02x 9.25x25.93x39.29x349.98x2OO; 97x200x600.58 z378.24x .93x304.33x398. 3XId03.98x4fr5.99x384.94 ET BACKS.V ONTT SO FT BUILDING: LIVING AREA 6,37.77 1i FLOOD ZONE ��'fLEV a c�.35 S TWP 3. S RGE [LOt 2.86x607.84x600x280 _ x235x322.69x18.33x42.16 COS 'OAk, .)� PHONE _ ST ZIP CERT .# 4 CITY �1 STATE �j P OWNER OF IXAME ADDRESS i CITY STATE OF FLORIDA, COUNTY/aysthat Before me, the undersity, personally being duly sworn, deposes anhe informat' S Sworn to and subscriL befo me this Notary public, State of Florida at Large My Commission expires: PHONE BUILDING PLAN CHECK ST. LUCIE ('1,0UIJTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 #1758 PLAN NUMBER . J^Y DATE REC=IVED 11-7-88 CONTRACTOR: ___- __ ibra Development ----.PHONE NUMBER: 461-0928 'ARCHITECT: __ __Jackson & Nunn_ -----PHONE NUMBER: OWNER:-----. INDIAN RIVER FOODS OFFICE LOCATION:___ _ 3798 Selvitz Rd. TYPE OF OCCUPANCY:_ --Businegs TYPE OF CONSTRUCTION: v SIZE OF BUILDING:. 3,484 sc. ft. per floorNUMBER OF FLOORS: 2 REQUIREMENTS: _--T- 1. Remove interior door, between corridor and stairwell. This will cxaply with NFPA 101,'26-2.4 Exception #1. 2. Reverse swing on door to Toilet 02 ground floor. 3. Smokesto p partitions in attic area and all fire walls shall be properly identified in accordance wit:.l S.B.C.C. 7C2.1.6 / A. Ylluminationr of mean; af`ecress stall comply with NFPA;101, 5-8 5. Portable fire sx�:ingii.hers, required both floors. Minimum one-(1) 2A-IOBc every 75' of ` travel distance, CONTRACTO[?S REISPONSIBILITY TO NOTIFY BUREAU ON AL. INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS RIVIEWED BY '7' �7 CULPEPPER & TERMING, INC. 805 Virginia Ave. Suite 15 P.O. Box 1449 FORT PIERCE, FLORIDA 34954 (407) 464-3537 ........... . . ... .. ... .... . . ........ - ... ... .. .. .. ............. ....... . ... A's OP 2z f2, ell 1 1. ... ... ... ... .. . .. ... .. . . .. .... ... .. 1p. JOB -14-ldl" SHE - OF CALCULATED BY - DATE CHECKED BY DATE-- SCALE L) is,-d c, .. .. .. ... .. . .......... .... ........ .. - 7771 itX-l- .... .... ...