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HomeMy WebLinkAbout9608-0603 H&S CITUSSCAM: BY smuGieCol.""ST. LUCIE COUNTY -FT PIERCE FIRE DISTRICT BUILDING PLAN REVIEW P. O. BOX 3030 Telephone: 561462.2312 Ft. Pierce, FL 34948-3030 FAX: 661-462-2326 JURISDICTION: St Lucie County FPB #: 6583 PROJECT NAME: H & S Citrus BLDG DEPT #: 96080603 CONTRACTOR: R K Davis Corporation PHONE #: 561-461-8335 ARCHITECT: Paul Welch PHONE #: 561-785-9888 BUILDING OWNER: H & S Citrus REVIEW DATE: 9-3-96 BUILDING LOCATION: 1237 Grose Rd # OF STORIES: 1 OCCUPANCY TYPE: Factory/Industrials AUTO SPKLS: Yes _ No_X_ GROSS SQ FOOTAGE: 3960 sq ft NET SQ FT: OCCUPANT LOAD: BASED ON: _ sq ft per person net CONSTRUCTION TYPE: NFPA #220 _II_(000) SBCCI NEW CONSTRUCTION _X_TENANT IMPROV _ RENOVATION_ ADDITION _ SHELL ONLY ALL REVISIONS LISTED MUST BE IN COMPLIANCE BEFORE THE FINAL INSPECTION. The Fire Marshal requires 24 hour notice on all inspections. The Building Department schedules all final inspections. *k*****k*k****kk****k*******k*k*k****kk*k*****kkk****kkk*********k*******k*****k*k******************k******k****** 1. Two separate exterior exits are required and shall be a distance apart equal to 1/2 the diagonal dimension of the addition. 2. Provide a 2A-10BC rated fire extinguisher for each 75' of travel. 3. Provide an approved illuminated exit sign above each exterior exit. REVIEWED BY: DATE: 1- 41- ' j' <o Sheet / of L I� I� 3 \V nI Y I \ 0\r I I v I AI `r I JP, s' Ci9M PLS ,a'.j5'.iS' I ,Q Ae e 9- S. ro �3J � r 'I I FND. .3'rJ"C.M. TOP BROA'EN B9tEG®®O (UNNUMG�E.PEpJ SOl/T/+' .P/!v LINE O/ G"/O,pG/O AVENUE S9.3_ 7o'(.a] 593.34' fr ---------- x 17,7 X IT5 Ib �pQ In 17.5 I I � LQl all, 0� A Y° V q 3 <ar,jo L or z 9-"`�---- I I x 175 X 17A 17,7 x 175 w<S L 9 'vza3 T/ x158 _- J I-I.2E4 /J BE/.r/C, 1ro,e.�GE Fo,e /oC <q/T UJEO /J.^l F4t UiP.v1E•,</r 1 �C,e/q „c!C!F/K " -_- ,•---.--._X-L�4 _ __ lE,a/� •• E.CIC,�'odCiJ,NE,L/T Sh'ELG � D/,pT O•P!/�� LOT 2 9 IQ•0 K 18.0 A 15,0 K 16.0 X X17'4 x17, k 16•!0 15 xf3 � IS•a 7ELE14 0:1TN, O. Oj'E\c..rL.rB 7 c& I\ 1113,2z'N, Lui'B3.3 of 3"X9" C.M . • 1, 12' NGVD m`'eo'��t O Alec'Q q� oVdBN9NG - pq.93 M FFE aF PROP�sCn _ \ / ADD ITI(,N t0 MATChI ` 9S.o.5 i9LT - �c I ( E1(IS"TIN4 13U,iD In1 C,. j 60, 0/' � COlUCQETE CONCRETE I,� i l h METAL _ x 17 30 n lame, a It)� � Nor /NCLUOEp- �: a: ssEo I L`t .c ti I / I � v) OV 16 3a ql° ,5 I A\ 7D oB.Poit"EN, B SE Gd®D FyO. �'" P ��(U!✓NUMBEt'EDJ �UNNU/fBE�EDJ oU6'S,o 131q 7- - - _ I I I CONC. -%LAB /f/✓CROfJC.YMEn'r' 0.2(" !✓ar rD sc.rLE f3lriL0/i✓G y . CBiVC.PETE ,� � y I 1 0 a H' �A/se40 Dove" VI Q '` I olbo15 ! lss.,sa' iN ovfe.v�NG�' „ �A�s ='-I� is".D' s6 6. (042. O M y' 19.8' � $ E i <NCPOi9C.ViyENJ-J -_ - S/fEL L F piQ T .5'0�90 x 16,0 4 11 Q (FNG1�Os<,Y//ENrJ I G 6NC. S /.�9N<iYOP K IT3 L DT Z 9 (rrPJ �.1 , 7tSWALE ~ V S,8 16 D,PlvE 15.9 O RETEN710 POND t3 6 14.9 9 l 15.3 F a N p ^l `r nUy 0 \ 0 (L G.9rE � I I B6 �A �0 O: o I .-v L k z-5- L!3 1l223 `h S'T, LUCK COUNTY -FT. PIERCg' v FIRE DISTRICT L E G A L D E S C R I P T I O N LOT 28, LESS THE WEST 156.00 FEET THEREOF; OF THE PLAT ENTITLED "INDUSTRIAL SUBDIVISION", PLAT BOOK 9, PAGE 5 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TtET___ F�� lED E(IN R OMPC: _-y- LIAK L S.QQ,ITCT 10.FINAL FTELT) INSPFCTTUIV BYE ATE/Y- -S(. Colrpliance, to: Al. N.F,P,A. 101 2. Standard Building Code S. Stato Fire Marshal Rules 4. Local Fire Codas P0. BOX 3030 TELEPHONE; (407) 462-2312 FT PIERCE, FL 34950 FAX: (407) 452-2325 I PmEi) 4ol No. Revisions 23 L, I FAA. Date I By Seal �TS i P vEE • �. I e`i�no[r... )fOWA110S I E u \•\. 1 ncoEe �.7 EM.e1pM \ I AUSMLL i G AVE ICTE� . LOC/9T/O� /�Al� L Z-67_�-NO = CElvrE.PL //vE C'. M = CONC,PETE L�OiY!//rfElvT FOUNO = FOl/N.O CONG = COlI'l'E'ETE 65 `CONCRETE 3LOCK STRUCTURE N6VQ ° NATIONAL GEoDET1C VERTICAL DATUM 197.q X 15.8 = SPOT ELEVATION IN FEET GENERAL, NOTES rEe 1. THERE ARE ABOVEGROUND FIXE➢ IMPROVEMENTS LOCATED ON THE SUBJECT PROPERTY AS SHOWN. 2• UNDERGROUND UTILITIES HAVE 140T BEEN LOCATED ON THIS SURVEY. 3. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY I.S IN ZONE B OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12085 0190B, EFFECTIVE DATE OF JANUARY 5, 1984. EXACT DESIGNATION CAN ONLY BE DETER14INED BY AN ELEVATION CERTIFICATE. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM 1929 AND ARE IN FEET, THE BENCHMARK USED TO ESTABLISH THESE ELEVATIONS WAS "A 401 1991" HAVING A PUBLISHED ELEVATION OF 18.070 FEET, 5. THERE ARE LARGE DIFFERENCES IN MEASURED ANGLES VERSES PLAT DUE TO AN ERROR IN THE PLAT. EXISTING MONUMENTATION WAS BASICALLY HEHIS PLAT. AS T TO DttA� E HISTORICAL FIELD REPRESENTATION f1PBY St Lucie C©un7 -I60%�. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANC REVIEWED BY DATE f PLANS AND PERMIT --------- - - ----- MUST BE KEPT ON JOR OR NO INSPECTION WILL. , CERTIFICATION jK_D4-,,5 Gnre4 �V / (NOT VALID. WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER) I HEREBY CERTIFY THAT THE SURVEY OF THE PROPERTY SHOWN AND DESCRIBED HEREON WAS COMPLETED UNDER MY DIRECTION AND SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THERE ARE ENCROACHMENTS AS SHOWN. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATE STATUTES. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. THE SURVEY IS BASED ON INFORMATION FURNISHED BY CLIENT OR CLIENT'S REPRESENTATIVE. DATE OF SURVEY PETER ANDER.SEN PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CERTIFICATION NO. 5199 WEATHERINGTON ENGINEERING/ SURVEYING A DIVISION OF GCY, INC. 4075 Virginia Avenue Ft. Pierce, FL 34981 (407)461-8084 466-9500 BOUN'0 = Y SUFi l/EY Pfi'EPfLi?EO FDfF ; G'/TfFUS� /NC, ST, G UC'/E COUNTY fLD-E-/OA File & Drawing No: 96-1068-01-01 Sheet of Field Book: .S"__ Page: 6,3 _Z Gurl�a� � vown0 6,?0UT Nt c Tp L F-00 V 1 t Co Pal-A+.rIkET Ir�SJL, P,T, ZX 15LOGKIUe. 31' I METAL D1-ILIN� ". o ,L 5LI + i'AN�L suSp�Nb�b �° 5"f�d. 5TP-LIe-TUkr. Al�ov� `- - 2 811 GO�1G. �LOGK I�ONl7 �)=,4M a° W/ I- k5 �SAIZ GONT. III 3000 - I'S v N•E.ERED STEEI SCRUcTU2E l � 2 SII 60WG, h>Loek_ WAU. W/ " er 5 15A$7-S G"' b`-o'I 0.6. A e_ooLr,l %1;1_j rT>;!Z- WALLS- �x4 Slur ua110.�. �/ II ITT 1tJsULATlol.1 8 51b" INTr-4z­I0W- w I'LYW�bp �CGIIJC-A. Ot • ti g," cot -VC, Ftlq FL r w / Hr7 13a1; I i I'I eiLK STEM WALL. r•//et5 vE12.T, BM>~5 L 4'-Ca �fj ,C+ ,I :, - F -4 IIN�i11I IIII=Ill1 _r 111 e SECTION' - FOUNDATION NOTES: FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL LOADING OF 2500 POUNDS PER SQUARE FOOT. PROVIDE TEST REPORTS TO VERIFY SAME. FOUNDATION SCHEHULE: S-1 4" TRICK 3000 PSI POURED CONCRETE SLAB WITB 6" z 60, 110/10 GA. WELDED, WIRE MESH ON. .0061 VAPOR BARRIER OVER TERMITE TREATED, COMPACTED, CLEAN FILL. F.71 1'-4" x IV DEEP 3000 PSI POURED CONCRETE INTEGRAL FOOTING WITH (3) 15 BARS CONTINUOUS THROUGH ADJACENT FOOTINGS. F-2 3'-0" a 3'-0" x 5'-01 DEEP 3000 PSI POURED CONCRETE PAD FOOTING WITH 15 BARS @ 6" O.C. BOTH WAYS BUT. AND 15 BARS @ 12" OX. BOTH WAYS TOP. PROVIDE 15 BARS @,6" O.C. BOTH WAYS INTERMEDIATE MAT. HOOK ANCHOR BOLTS UNDER INTERMEDIATE MAT.. F-3 4'-0" X 4'70",X 51-04 DEEP 3000 PSI POURED CONCRETE PAD FOOTING W[TH 15 BARS @ 6" O.C. BOTH WAYS BOT. AND 15 BARS @ 12" 0.C.I BOTH WAYS TOP. PROVIDE 15 BARS @ 6" O.C. BOTH 'V#S INTERMEDIATE MAT. HOOK ANCHOR BOLTS UNDER INTERMEDIATE MAT. 'F=h,y 161 WIDE x 12' DEEP 3000 PSI POURED CONCRETE SPREAD FOQTIPG;,WITH (3) 15 BARS CONTINUOUS. (V 41 # _ f y Y .. .r A ' "" SCARF I/i gll METAL. E5UILbINFi ru{4_iN M V_TAL- Minor- 5 1I�ritTE VINYL -> , f�,LArI kr: T 3/.0-r44_AVF_iJ Fo17 -- 5" I+ISULATFb. M%_-rAL 6�--It-1NC� rANI<L 5U5fP(=-IJt-)t V-Wm 2u4 FT, S'T�:�-L• '�a1'FzLIG1-u•Y� At'�Y� '�-(�: EoJrtoe�' AHU. + y- sr42uGru» — Zw4- FT R" G1kTs ME-TAt_ Stp ttJ6— GOOD PIMe lm;_%►= IALLs- 2x4 sTur�u 0.�. W/ I I V,A1T INSULATIOW 8, 5/611 IN1-9-PotZ F'LYWoob �AG1f�6 -- F-I `�E'E Fo�ND AT Io n) s c 1+Eo 11 L-IZ_ $ Cot-3L, FlIA 13Lk w 1 is S -- L"Come, gLK gTet^ wtaLC 1}I ((I M W/ # YER-TICPi- �p.Y °> I1.J FILtFp CELLS Q 4'-O" o,C, I Z'•O' I4 +OL 11. TO F-I FTG. 1177 SEE, �cw G17, f PANI- L:G•I MAINS. Elm .L.O. MAIN BR TYPE. SO. "D" or ITE BUS RATING. L r,.IL 5N MOUNTING. M RECESS M SURFACE VOLTAGE, O KT. O, IDLES AMPS DESCRIPTION CKT NO. P MPS ...DESCRIPTION / LA1JI! 2 2 sD ANu # I 3 4 5 9i s 6 'L 10 N v 7 LA 61 K e. 9 10 2 SO 12 13 14 z 30 U 15 16 17 18 1 19 20 21 22 23 24 25 26 27 2e 29 30 31 32 1 34 35 1 36 37 38 39 40 a I 42 1Z —� Va 3u-rLee-Lg IL SPANE� LEFT, SIDE ELEVATION _.. ..._._._. SCALE IIBn 3 � -0 0 4 � v 7= _� ON - 4'-0" 32' Oil oil 1 e PANEL: G MAINS. ❑M.L• 115MAINstBRR TYPE, SQ. "0" or ITE BUS RATING + 4W MOUNTING, 22 REC65s IM SURFACE VOLTAGE. 'Q KT. D, D AMPS!DESCRIPTION CKT NO. PMEJAMPS ..DESCRIPTION L /ra UP • f2 S.A_ 2 -6 75 GD P. I 3 4 S j PCB 6 e 3 w5 t* Z 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 24 26 27 28 29 30 31 32 34 35 36 37 38 39 40 a a2 GoMp cols dk I I,:I coM F o 4- II 34,34'• Q LE V.fik 22'•eo' t C•r COLUMN t FOUNDATION F.F. ± 4' o" IJ E:VI 460 A,.Ap 'ar-VLcG t0 r-x VIA. Hv'TEIZ - 4$ 3 cU 9rnd- g`ILc E7a15T fAR-PLLEL- TD NGvJ P!"HEI. (� mdkIH ELEo-(. SE L`/IcC' n C It o y1,.s CXLST. lo---e�ls1 �Isc's 22S rtevs S Hv.1i-1 - _ 1200 Sao •Loo. 2co `(oo 3 3 5 IL3 I �I L:�ts-[ yt11e-1ht�1 'Fryotic-1i ELCCT. .2 T• µTS C� Exro6SD Mr.50"KY BLoer. � ux2Parl�Tep) E91.5TIN fo LoaDlr�Ca FRONT ELEVATION IAB F_x 15T 1 ti At to crop F•I I / rz II SEAoW � ' j i De N '/ PIx-NIA W/ L�lsr f ,,. , - - J F21 TTT 1-fPIGAL OF- NIW�. / � wcMtB I i a t t +1 5 o f // / tT: LOtIf DOUNTY — FT. PIE FAX ftWE9T•I3M BUREAU �Ancu tWED jI ICIs1l LOADING l E3'.t1� M bOGK �X IST I I.IGLl I Lbl NCB J Gov �' I I SUBJECT TO: O I V4A GL_ To Lr a ii I KF cn cv G n / 1. ST. LUCIE CO. -FT. PIERCE FIRE PREVENTI F Z I I I I 2. N.F.P A. LIFE SAFETY CODE-1'Oi STATE FIRE MARSHAL'S R& R atTFn rT E'xIT 6Nq I uFa ct: F-( I I — '` j M�.t lad NG1 u6�1 If Foewt PoJ2 ��rtD 3G� P`�1 LIM1J F4 EMGVC / EXISDNilCOWN NZ�NG: t KExt�Ir-lel; STeEL e4iW-,5 kMETAL 6-ALL SP2E1lA FT,:e, We COOLER COOLER EQUIPMENT rI� WAI-L• A bE�"„t PjP�t�Elh. Id-,pY LL 14r_ MA}or41T I••ALI•- hl/ Y"/ 3 #t ri boL, I �#5 BAZh ®4-Oita,C. MAX. 5 Vcl-IEL`� Condensing Units - Larkin Model NLDV-2600-H2/M6/C6 PKOPO SED �X 1 :1 t 1 t O� (pig-ILLEp WTo EX trr • FOP- 1 41 Kid. Provide and install two (2) condensing units complete with electrical connection to EMbEDMEtJ FILLED 0/EPDKY" proposed electrical panel "C". _.SE/► CTION [�? Evaporator Coils -Larkin Model gAMT6-945 Sta L_E '/ A Provide and install four (4) evaporator coils to be suspended from the metal building structure above. Room temperature shall be maintained at between 45 and 50 degrees. Condensate shall be piped within pvc tubing to the exterior of the building. -0 , M 1' h c (t o N '/z'1 I RAILING FLOOR / FOUNDATION PLAN SCALE- 1f8" a EOC'E 0 F Zoo F I�E}� Friv- uuu■ REVIEWED B DATE PL/A!Nlb'AND PERMIT MUST BE KEPT ON JOB OR iN(, INSPECTION WILL BE MAI EVt�ld� Z O W o F 0 d: w a OL OrLL 0 m X Q O m 0 W O U LL ® IL lL o N O 0. N M f`l oa a 0 o0 U v " �s w � IL u1 kq C+ � w , 21 u N rn 1 c4 E a0 U pl m 0 r J N N Y 0 na DRAWN IMAM CHECKED DATE VARIES �~• DRAWING NUMBER z�Cll�(#1f I,IUG�11111}Il Off I � Illl�(£)Ir I I I I I 30' I — I I I la I N 21 I 11` I I SHELL � DIRT DRIVE I I / 7 TOP OF - I Q ELEV.1-1.12 NGVD J I I VLd LLJ o F— Oi N z 3 W I� r I i LY o 1 J �l I� NOT INCLUDED -OD - Z 'IN I iI� i a I I IU) _r �N I i! I I EP sp \ ZV 10 TH15 AREA IS - --- - � BEING USED A5 /�/ -` STORAeF FOR PLANT E4VI ENT `CHAINLINK FENCE + SHELL DIRT DRIVE (ew�ti�LOT 29 PICO POI, E S, /A L e \4o J�N/ iI P'CoVoyEc Fh bL Z7 - ASPHALT METAL eUILDING ` M CONC. d RAMP CONC 5.29- RAMP 39.99' 59.9' CBS 63G.3o'(P) l�34.ZG'(Nl) PUMG ^/K \ CBS — ° 22 � o CID BUILDING -DRAIN (frlsr.i \1.y CONCRETE CONCRE — IRoO FED ,o $ k 3 A (e�isk 96.o' 0 —, CONC. LOADING M 1trlstl CONC, _ i_74= \V . SHELL DIRT - DRIVE (evI S t) ' \ 250.75� i ♦ 1 ^1 f---i —1— (TYL'gy POLE yk L\ -I4o.4f— LOT zv LOT 29 �� EXISTING-� SWALF ZS 3. oo" \y� AAA \yq 1 RETENTION A T-EA01 t \k 1 LOT 28 `yu I 19 r- DOCK (RoorED) 2- STORY ItoPo:Go 06 y 12ks' i METAL BUILDING e GrT. A rE A� v O [ 2- STORY" CBS COeNVCRF-TE BOIL DING w f t ,. N r � 9 - (CN1 GATE r �6' CHAIN LINK FENCE (TYP) I 4' « -- -- RATS - -'{--------r-------_ - - -- 67.15_ _ v DOCKo�c,rEp'IG Q YR. t7 m A F M — —_154.04(M)it.9' 3 R/W LINE 1� I _ T J CONC. - Cb�' �; F 482Oc (P)_-GVER.IEAD UTILITY CONC. SHE, 4F DIRT ROAD LIHE _rIY6fr61--F_P, -- I r- 4 i (Blx I � n.9' IS_oi 11,L tri2or,,C-rp K�01 ✓ 40r 13ov tr Avp'NV i I D X I S 1 E iS.4} f So' )0 U a Se(f-1 !vim 4 rs 5 l T e `P L A i-� LO67,97-1D1V 147,-95zn' DRAINAGE CALCULATIONS H 6 S CITRUS SITE AREA ........................... 105525 SF or 2.42 AC BUILDINGS (EXISTING) ................ 32438 SF or 30.7% BUILDINGS (PROPOSED ADDITIONAL)..... 1530 SF or 1,51 TOTAL BUILDINGS ..................... 33968 SF or 32.2% CONCRETE WALKS/DRIVES............... 8335 SF or 7.9% ASPHALT PAVING ...................... 2225 SF or 2,11 TOTAL IMPERVIOUS .................... 44528 SF or 42.21 TOTAL PERVIOUS ...................... 60997 SF or 57.8% S = 2.,86' PROVIDE 2:1 DRAINAGE FOR ADDITIONAL IMPERVIOUS PER LDC SECTION 7.07.09.A.2 FOR 25 YR STORM, P = 10.2" Q = [10.2 - .2 (2.86)] 92.6 ---------------- - ---- = 7.4" 10.2 + .8 (2,86) 12.5 Vdet REQ'D @ 2:1 = 0.03 AF OR 1300 CF Vdet ADDITIONAL PROVIDED IN RETENTION AREA 1300 CF. THEREFORE MEETS COUNTY REQUIREMENTS. I't'_o7EOT �GDk=�sS ; H r;, 5 C. l Y rz. U+ i t•Lc. . 1 2 3'j �q R• c' g E K D. pT. PI526CIFL 349SZ SC BY ED St Lue+e comb, L E G A L D E S C R I P T 1 0 N LOT 28, LESS THE NEST 156.00 FEET THEREOF; OF THE PLAT ENTITLED "INDUSTRIAL SUBDIVISION", PLAT BOOR 9, PACE 5 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PAUL WELCH INC. Mechanical • Electrical • Civil Engineering 1984 S.W. Biltmore St. Phone AI' �. 1a�� Suite114 (407)7185-9888 Port St. Lucie, FL 34984 Fax (407) 785 9933 SHM NUMER or Gu,teQ` s pow1.0 57ouT s`t'4Ts+•�1 METAL eoOF INS 3'' I�rirTE VI JYL 1. FznAlJker I1J�1L P,i, ax �La�Klti+ems. $11CoNC. Pt. C. QV^. C-O"T, ILLLN IF. cC, P'kT. TM.CC. 4CsN �5t'E-Et, h�'Yuc[u{�E si 5 fS ra 1G5 �d 8'-O" n.C, C001-EC �,Y OTNE 2 y ,4 coac., OA / lira 3Ae u,",ar , $ C c,"C 8LK ST . M Kr ALA y+/irh VERT, sa.R7 '(a- 4'-o'0,c• Mw-TA1r RooF - 31 [�JrTE VIIJYL �LAr V-FT I J,.,JL. GurrER 0- ,-1 7- u aTlAiclz M 6.TAL S10lNV I 2 c a 2 v - I y V •� 0 C1 2 0 V+ d a � w ul G 4 % w 'OUNDATION NOTES: 'OUNDATION DESIGN IS BASED ON A UNIFORM SOIL LOADING OF ?500 POUNDS PER SQUARE FOOT. PROVIDE TEST REPORTS TO IERIFY SANE. FOUNDATION SCHEDULE: S-1 4" THICK 3000 PSI POURED CONCRETE SLAB WITH 6" x 6", 1101110 GA, WELDED WIRE MESH ON .006" VAPOR BARRIER OVER TERMITE TREATED, COMPACTED, CLEAN FILL. F-1 1'-4" x 12" DEEP 3000 PSI POURED CONCRETE INTEGRAL FOOTING WITH (3) 15 BARS CONTINUOUS THROUGH ADJACENT FOOTINGS. F-2 3'-O" x 3'-0" x 5'-0" DEEP 3000 PSI POURED CONCRETE PAD FOOTING WITH 15 BARS @ 6" O.C. BOTH WAYS HOT. AND 1 5 BARS @ 12" O.C. BOTH WAYS TOP. PROVIDE 15 BARS @ 6" O.C. BOTH WAYS INTERME➢IATE HAT. HOOK ANCHOR BOLTS UNDER INTERMEDIATE HAT. F-3 4'-0" x 4'-0" x 5'-0" DEEP 3000 PSI POURED CONCRETE PAD FOOTING WITH 15 BARS @ 6" O.C. BOTH WAYS BOT. AND 15 BARS @ 12' O.C., BOTH WAYS TOP. PROVIDE 15 BARS @ 6" O.C. BOTH WAYS INTERMEDIATE RAT. HOOK ANCHOR BOLTS UNDER INTERMEDIATE RAT. F-4 16" WIDE x 12" DEEP 3000 PSI POURED CONCRETE SPREAD FOOTING WITH (3) 15 BARS CONTINUOUS. _ i'! NA f 1!i SECTION A 1Z --1 I/z SEE FO a NO P.r l In 1, _ St E6,Ll,LE_ _ 2l-DII 1 I e ?.I CC-. FHA ELk--- I,- 1 _ 8 Cea�c, Elva .5TI- wtaLL i lit. FI Lc.Fp CE4L-b (,] 4'-(, o.C, 1 �/ L'-o O- OL 10To F- I FTG. FO GQTI IJ Co - "t 5E� Sf H� Dr �j- i Zx4 PT. �oI.IrJVGo' + P -r. Zx4 PT- 2x4 P.'r (I) 6 Cod fAZ,ld+ A #s VEST. i i 8K8AIL G F. F. -- LE Z2.o a I 0 + I 14" FIV164 � �' ry r 1 z" a w/ 3t+5 Lam,, O - 34,7 t ii 1 } , LEFT SIDE ELEVATION +ran )(I -,TIN G COLUMN t FOVIVDATION SE�rt F-)C. tTI��C.n `n1At_l_ Te L', NEW 46o AMF '56RvLLG t0 FP(- (4) 5oe vc�l S ,c PH IC v[P. T51Z st 3 cu grid In SYic �--r-Gxisi PA F/^L�E� ro N6� fAHGi- n tt^IN c-LEc7 SEL�I�G 11 C 1' Ix% Is 1 ols,.s EX1s1. t�e7'Ist plsc's Hnf*l Z2C, NCVJ 5N 12a0 40o Loa 2S 5 . �Z I �I c-)'IS'T Y(IK-I N-1 1fzU 0',14 ELCGT. DI µTs i E%robTcO M hSONKY / /� / BloCr � u�PAtw1�D) � // Y / / f P.F ±4:01, I ExfsTIN� AD1Nfa /' I Dab aD01) FRONT ELEVATION CE x 1ST I n,D Co 1' U I. 1. D 1 1---) G iCl `JTl�lt� 1-oADlt-�1.1 y0[,� t_� �Xl�..aTl ti'l Cn k. �111^UI fJC�.� L F, 1 p Fo¢NI Fr f6da- SOLIv 3cco Pt ff�� ����) i { Cork• AeoJrfc ExIST,.Jc� c. z F 5 J 44—T`-T _.� `T- �`_'}.� P-EL C.oL J M � �n rt�I r r n? t rrr.2zrrr Znn rzn rirl E=uT Frrtr_rul rfl111-1 _ Zrtrrt�i n r : �ntnzrrs> trtrtr�z EY15TM6 COLUMNS L 1 GOUNDATION F� Fa"ovr �Xvtrwy 5-re-L jwT5 � McT^L t�^LL F1Q.E v�r�` P, P.nIJEIh• IrJsTf,LL 1- ram• M^So14rt WAILI� bELovJ P4 oPoSED— - ,c JS aA2' ®410'to.c. MAX. �5 orIELS C;�,RILLEp Ir.}-fo EXtyj. FNp. G MIaJ. Y EMbEDMErI-� �ILLev H.I�EPoxv. .'`1�IalYl�L7i� v o0 v a V c L Z o. a w U u s � v Lp rn U a O LL a � E � m � N a DRAWN CHECKED DATE P, L t SCALE �AZ E5 DRAWIIIG NUMBER �tiCli�l£lf ItIUW11:q�L'i dam? co N CD <C SECTION a FLOOR / FOUNDATION PLAN NoTE', THIS Pzof©t�E.17 AOPIT1o+•� I1JCOCPeF-A'T-ES 1`.�0 "F—N4I,1 M6Cutot.S+CAL