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Mealy Drive 1850 P, let. + 000-001 Irk", + 4 4 MUM safe,FA V �Z, C). OVA VX. SPA owl :L Atlantic peach Neptune Beach _U L Son PO4 A lie. 7 Beach Ck eh.% LOADJIV& 250A/�:_ 49, .30'-0 0 Nf 7Y R LOCAT101V MAP Woo 6CALEf "OAIM N; o f OR 10"1,;..1,1,qa, 7, PARKING: One space for each 2 employees on largest working shift; plus one space for each company vehicle �/3.25' /e,4 -------- 0- /Z 9,51 LAND DESCRIPTION C><� LOT 1,1, MAiPORToANDUSTIAL PARK, AS RECORDED IN OLAT BOOK 42, PAGM 48 'AND 48A:'0F TRE CURRENT PUBLIC RE60RDS 'OF DUVAL COUNty, jtORIbA. 61TE PLAA1 IM)ICATe--5 6)�4$-rIA16 &E-VATIOA16 &/:3-0 /"D/CATF__5 PROP06&b &_F_-V.4-r10,A1:5, AR .,I j mEP 40� V t e TE HL ite Area:- 20900; S.F. C110 A0 -10RAINAGE _�uilding & Favink�Area - 100� .. .... ..... 0 S.F. -A�e 7 iAENT On, - -20906 (0. ATN 2 R94'uirOd retenti MVEMOW CF. :!500 A 4 1j 3 .3 Pr 6.9e ­reteritton6 6 911 CF, L L'�V WA FE t,11[_R 00 d 4, Rio* i_'­diL_jjJ3 U, -6nc f6f are, rei6�_ ed to ab.btu�64' 01 WF O."tion '0��hea t R's P kia" IONS 'of- "').' .4p . o;pTner properily,� Ll T % p VZ 0 F_0 4)ITCH 1. PE,`r-0_-5A=,f> 15, 7E RC-M-417-1014 'A-?' AIL�jj% BEACH MG 051r1r-E 21 "6EC T10A1 JCAA4,e (92 ale OCT 23 and Zoning Building LhC je- 0 0 SEP 2 1 1987 ?4 �rpA METAL,,Z�OOF RWAIEt�. '6�, JOV.4V j'. 0 Q rto�V 6, FmR41416 NT,9re,'1eqNee_ CONJ T 61)77GZ ;1 z x 000 11/y Ll If f > R 1 0, in§ E== �zZ;w- e4, 6A mcm L .is. WALL Mle::5 15.K/. F76.(a 10 OVER )Wwler:5 45 8/hC's 6.W. PT6. 0y6l'o- 4COWMAI 6 F 3 4 6EC 71041 _J L _J Y *5 MIP-PIAI SEAJT F�?OM 001 �0"& k>EP4P- A U:==g-1 a L=_7 F -11 _C - F --�k y L krr #�5 AQ>6 46W6 MAY /Z - #5 �3tqoes ::�Vlokr WAY L L�C-,q—1z rly /9)_ Vol 9,-0 iel-o x Wo 0 /010 x -0 /e0l_0 Lo z AMP- *5 5AZ6 FLOO12 FUN (OPTION , Z -;(.&4) 6EC T10A1 nD ZA D8 -Ilk I t L _W7 '�1111 -151 n TYPI(A L :5EC TWA/ V 'n, e S ot. FT& F 7T _ F76. C 1. Buildins design loads,, _p a d Bui14 e r, 19,8 n-ar n9.':Cdd6 MPH L br 1�0 U_ L/ L _J n ng: not in:coasts zon ' T wi,. d, Bnildi� 2. Found#i0qjdi�-signed`foir pre7�eng�ne6red ,mie ng upp iot t4l. build �o be de'terinined.- Anchoj bolt,'Olanand f r6me reacti6iia t6 be t ; <--VERIFY P 6�nisfied to engitieet for ap�roi4i. A 3. Soil under slab and footing areas to be clea sandy f ill compacted F;r6 A to 95% density, MInimulin bearing value - 2000 PSF. 4. Concrete to be 3000,PSI minimum str n9th At 28 d e ays. Use, GR`40 0 rebiar. C 0 AJ C q A 8 W1,1, W W OVe4_' �, MIL VW7PCV:t 5. PlumbIpS, electrical, and.6HVAC ihformation. on theoe ,plqns is I OVE12- COMFWLTEP V 76ZRM�76 diagrammatic and the om.isi4i.on ot an item d es:, J�'; r' I 7�EA M D _54)IL. 0 not e leve the I contractor from supplying saine. Design to. '§q -checked by mech- .., . . 7 c eoirdingly. rr-,,, A anical 'ontractor(e) and adjustments made ac 6. All work to be done in accordance with all applicable codes and specifications. 13 1DOXIE0 6VC-)Z AlEAD LWIZ WE 5T F_L E VAT 0/V 6cALE �/g" -0 7. Contradtor to verify dimensions and existing conditions before starting work, Fr6. A eTyp. I-A J Z) t F FT�i), 8 F7T_5 _ZS; A .4 FOWDATION FIA)L V 4_?Z- iDF_TErYv11A1Cb By 67E6L JL /e,x 14 6VC1Cl11EAD V00tZ - 6 C)Ll T�l El_��VA,-IICLAI -,6 CAL 6 P-0 SMCILT 0 F SHECT No. JTT 0� 11V_ F(5> F_( > SEp 1987