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Police Evidence Building - 106 N Riverside Drive - Addendum #1----- --- -- —-y---------- --- --- ------ ---- ---- - ----- - --- -- - - 00 I _0 q Z1v3l t / r��° c '? �Ito L1 �. toa.1Yc--Rv DET. OFFICE �--- . DE T�. � OFFICEwoMEN INT:R�DEYZI 2 00rO ao POWER fDOLE o err �M -o d� CLc)- 0 - COUNTER rI I } T__ -1-- U ci z 17 io C POWER ROLE ---� i i i 4 H A LL NAME: 2-1294_W99 A55'�u7. PRONE P&W L T W/ n IZA W 512 044. K I TwvlZ 40UTUR, V Fes"` W �V H VAr2 Ul 01 W-4- W I D-TN ov 1111j &11 PeW 4 4oNs'fIZ, or 1$ GA, � VI 5TQ L . NoTE OR WALv_s , L7RtvE5 , RAmp s Ar46 TAi2S C"Eck WIT" SkEE T SP "ROM EAST VOLUSI4 EtiCatWLct`�tNC, (NC'I � �. EE SH T, 6 - 3 FcvR DE i h,1 L'S FLA 6.60 F2, I *ITr121 olZ _ W/S Lam_ —*HALL., � N i;lWU OTOp P LU�H To- �_ or- DW G nLANK15; GLUb05; TH F., I✓ulM196 *Tlzl py + DIZYW.& LL' BUT vr2` WA L.L. pooyeN - - F'hr N T 21, R/-\M P I U 1 t� , U 20 - 6" t___— --8r = <1` -4` 3 `4• 4 ,5dWK g�-;Hb►LL g�! WALL MT, TYpE� Wf ONJo f IVGr::: goWL MI&PP, or 20 6a►,,'fYr6 ?704 4.4iL. A 'Z- c- .F I u E7 KA5a _ U N rrs w l A BIZ M I GA. rip. _I 1 L -04u T e d FLl w vA-T H 1Wb.TEtZ P200FING FoP_ &ZE,&S TSELOW FIHIS4 GWdDE To ZE 6S KUTEt ON bET4fLS,/SECT(ONS t aub 2 OF SkEEi S-1. G,- $' + }40TC : USE PZO i EC T I Ori BMQb W"E(ZE 4ZEIQU(2Ei TO PQEvEt`(T TEArzS Due-1NG T3LLCKFILLING tAOTE S Co lZ.Ri b0 Z 209 TO BE (- "0 L3IZ F12E - 24,TEb 47 WLLLS &Nb CEILIKC C LSC C0 2 e I D O Z STUDS I-D F3 E 2 r< 4 s 4-T" I G" of 4 C UN T E-ZS VjjTH '/Z" TYPE ` X," FICZEC0DE GYP, aOL2t) S ON aoT4 S] bE S , FLOO2 TO PIZEC&S T L0K CQE"(__rz: t?OOF S T QUC T UIZE IKTEQIOP- Fjtl SkES OFALL OFFICES To BE FUME/ SMOKE (Z6.T ED CL&SS A, t3 aZ C ( L S C 26- 3.3.25 - FLO02 t=1 N I SH OF CO22) DoR 3"&LL BE CLLSS I fDfZ 7� WlNnol,,l!r7 5,Nb6LL F� 51NGLa FANP' �1uT�� cLA�s. W1uvaW r°gaM655,'05HaLL MILL PIWI;5H. NO i r'_— S - o N•f.c. - IKbICATS S "No; t4 CON71ZACT" INbl C& ,F-S bodR NUMBER lNi', tCA,Ti-S WINC�OW NUM15Ek SEE SlAr_- E T$ 5- l , S - 2 A N t� S -3 FOR 4LL 5TRUCT1JQ1_\L bC--_-AJL.S) WMt~NS1ox5 D.NT� SPEC IF,CAM 0Ns . Iol tNbt�1� 5 ROO�N NUM13C-R 1ST FLOOR Imo► I KD( CA E S R00A K'J M R)E 2 ND }6.009, to^oo (t-AWCATES F(KSA FLOOR, P_LEVA-r(oK 4AVV fl t + '� CC) c_ WINLk 4 3-4 l-4 - - -— — ('----- -- 4-=8 —�o - -- _�'—o - 2-0 �4 i r z Goh1C. DRIVE \,sss. �li .....,...�-.-.----�- ,.ter...-..-.-w.� -� •a.,.w.�•.->----`r..,r....s....aa+ld....r�a�-..q.....v,�- � ..,._ ..._--..� �..+....�. �.._.- Z 10 P A, Z O a � as � l _ lfj <! W _j ' `j DL ;� c t E E2V ICE Wl T 4 II scvxl�tEci —NI E i� ► N 4 AlN- V <F - , , W M- 6T. IIzv l ENGTH --Or- -tr i. We J D U IT 15 + zrv-! -I u5 <✓ c 119,.yu I wci -- --p-p- L • i25Q` is coo iZDINk.TE WITH CIS bEPLkThV ERT-S FOZ $A004 -UP INTO EXI5T 1 KG S,LK I T a.P-y S CQVICE. c5 C & L E 1/.4„ : 1', of �10TE� S 9VAC COKTZ&C T 0R TO SUPPL I " E9EI? Gy CobE C7SLCUL LTI0W SHEETS 5&SEt OX T4E UNITS T141S C0RT2dCT04Z PROPOSES TO INS; &L.L_ EL.ECTRICIL CtDKTIzaCTOK To SUPPLY CITY WITH L0ab Cb1-CUI.AT(0-KS &NrS PA.RCL bC-T41 L.S FCAZ &PPfZC>V&L . ELECTIZI C C DKT(Z&CTOS- To SUPPLY &N 16 iKS T &LL }4E&V y WTy SUZGE SUPP9E55042 A� H tr iz .ID P `I e F 1 E� Lv- Tpc O I G COiZP► DID E!QLJAL.. PLU M PS I N G CO N T Z&CrOR To SU PPL-V C I j y Wl IZISEV- L &GRAM F"U1,-- iSPPQoV&L P2(OIZ To COMMENCEMEENT OF Wo2.tC.- IKITCuEK S1H11-70 13E S -&INLESS S E l Nfgb IMTN ("Vs.&gib W.C.i) FiXTU QES T > flE WAITE - t2vTUgl4 Alit PLENUM L06&TOD 6f51 W A/H UN17, 6-L-5c'-r. Cx> i 4TlZAGTc IZ I✓Q I D. To _lotiL2E All-H4WDLtK---,ei-H d T Do-W W (5MPKe bu W OtZk TO PSE bOKE aY 4VA-.0 ) ELCC - -TlZl CbL 1J1 b PLUMBING C0N T 1LC T O 1ZS I S TD BE 19 CD9 F04Zkt4N CE W 1T1-i &LL (-OCLL , S T &7i E ,&Nb NATJoK&L CnbCS W-i b P.EGU LA. T (ON S Q1144T APPLY TV -- a I tZ DUCT SFIdKa MTOr-TOR BHA L L t� lNsTQL•LE D 10 ;ZETUIZW AllZ 4 W I lz ND I IJTo Gohl W N �� o N Ui wW AEG U N -(' K o 15 r25TeGTap i N s u PP LY .& I mo. ELECTRICAL SYMZ)OLS NOTE : &LL FIXTURES lt4 FllzSi FLDOV- To ME SUEFACE MnUN7-Eb CEXCEPT FIXTUZE'e7) WAL ALL RATDIZES ttA SECON L FLoDR To Pr,E LAY - I N Ty PE 4.N d ao t t o M S TO pE FLU SlA WITH CEILING TILES a 'To BE Z4' y- Z4` WITe 2 L-&MPS ;LAY -IN FIXT Up-C} M Lg6RS LtZ t.M b To BE 24 x 48 WITN 2 L,%MPS Y Wtt W "E NERrjY M ►5 ZZ LA" 1515 ' C TO S3E IC�'x �Wt iIt ?� L&MPS - w _&D W. WA'[-r��"tr7EFr ` d +v E- OI , 48 WITH 'Z L&MPS S!L-.. WA -TT ! rco=x tI VECESSE b I KCLN d. L&M P W 1 T K EX ALL) ST FAN <I F140KE SW ITCR BO&R D P+4oxE - DESK < PHONE - W&L.L - .!.- EMERGENCY LIGHT (D CLOCV- "a.NGE2 QECEPT&CL.E 1JUPLEX iZECEPTb.CLE -E)` G-F-1 GrZOUt�tb FLULT IN►EZZUP 0R. -(F)` C.C. COMPUTEe C&E-,LE ou T LET Mew C. P, COM PUTERt OUTLET' w%G tzoU N b OUTLET LOCZ6, Eb &-MOVE COUN FE Z �(E►G V7 SPEC. PURPOSE W- LET , W&TEV- NEATER (2a GAL.) ®A.C, u w k -- W V- CON bITI0NEZ ® V. ►. 4 - Iu couH T c►Z me VIbEO/C.&MQed ® SMOKE bETECT02 I SURFACE mouKTEb EXIT UGKT W� f3d TTERy UP. --1 SW 1 T C ld j O@ 5UZZCR &T 2ECEF i 1 OM COUt3 T {:, tZ �-cuN C . (3 ELF-C---V-IC 10012 I P14DRE Cb$LE BOA 2_ COM P U TE IZ CbbL.E T50X ELEC i 121C C&BLE T'>VX M ti' M Q- ._. N � J i W Z W H 3 V t- > < W < W Q x 0 w o 0 W u SHEET NO. 1-\-\ - 2 OF FDUQ )A' PVC- _E 2x G C&P PI-4TES TO BE FAS - TE 4ED WITK IGd GALV4.NIZEb SPIP-&L N&ILS 2x55 M6 2x 12s To BE FA S7F-.NED TO POSTS WITH G&LV4NI ZE b 1/2 `+ C,&ffZ Iz t A, G E BOLT-S Wb.SHEQS. � - (SAME W/ 2,-4 LULU S TT=iZS) 0 5 AC)c-ET (w--3'-o" oN cT(ZS 7T 2 1-2 P T. M&LUSTEZS - 4?c4P.T. o.cf POSTS �. �: N M ' 2x � FT. Pwost t3oL�¢.DS 1 Y 2-)('5-T',T"__ __ P i,-. 2 c 2 P. off CTZS . -T • 6-1 4 --1.. �-Neo�i RAMP SECTION SC,&LE ' 2 G W oo b (P.T.) C,& P , I'/Z' + PIPE OR HAR D� Woob � 94N b IZAI t- 2,( G P.T. Woop RLlI-. -= 4 F I.T. 13,J LL IST LLLL ST.&IQ TtZEA S A.Nb FLOOR f304.RDS f dT IZAMPS &Nfl PLATFORMS To BE F&S - � - TENED WIT14 1Gc1 CbLVA.NIZEA SPIQAL. 11&1 LS _ - - -- I � _ I ti i. B&L..USTE s �i 2),12 P-T. TQ E/SJ) S Zr- 12 P.T. S T RINGE2.S 47(,4 P.T. POSTS 4T AQEAS WHERE blSTANCE BETWEEN CeotJNh bo-r of STAIPS oV- PLATFo2MS t.S4'-o`oP LESS. FOR WSM&SCES 1-\l?,oVE 4'-o" USE .000 G P.T. POSTS W/ 2x G PT. CROSS -TIES _ ' { I STAR BALUSTERS TO P5E FLSS- I 2 CAP'. TEtAEA To 2xG RAILS o ; _y- W/ 2 GALY 25ct SPIfZ&L • I I• 1`llit L S EAC1� . • o G to J d �Z 13bLU S i E.IZ S To F3E FASLe - 'iE1�[ED To 2x 12t V►lJ7t•{ ' .:. �` - . — x 2 - GtSLV. Sd SP1RbL 0 - — ' • f' — _ _ • 3,-�� 6 -O- 4 rt d Fes ss U ct m TIZE&TED Poll s (TYP) ' PRE55, T2E,&-i1Ep PARTIAL RAMP ELEVATION 5 R,p►5 E I'..ATE `,CALF 3%4' a I'- C) NoeTkl 4 SOUS — RbKE TlZIM bET,alLs SEE AAN65oN SHEE 7 S-3. PREIFIN1S}4Eb 6FF- WI4ITE PEIZF-oPZbTE, ALUMINUM SOFRT, I I-B` �I FOfz MET/�L 200F SYSTEM SEE SHEETS S -2 4 S-3 - - - F - - . _. 2>14 L�CODS►IC LAY-1R CEiLIKG T1L1= Its SUS- PENC�ED G12M SYSTEM W I T P ►Z- 3o FIBER - GLasS 13ATT INSULA- T1014 . (SEE SEC- 3, SKT. S-A) j x2 pT. FUQrZ.It-lG SPACED 4 T I G CD N cE IA T t 2s . .O /2~ DEYW&LL OVEN I ,c2 P2ESSUZE 7iZEA- -T E b FUQ Rl IyG S T IZi r>S, F&ST E K E D To Cot4C . Mock MAsoNrcy ', 3f�i~S-Ty1ZcJFoAM INSU- LbTI ON T30b,IZDS 5E-f - W EEN FUR219C, 5 T QI PS. 410LLO W - CA 2 E PtZE - CbST Cot�[ctZE T E PLC. NkS ( FbV- DETQI(.S AN b S PEC S _ - - SEE S i V-bC T U ZLL St4EET5� I 112" FttzECobE " x GYPSUAA PSo&tz.DS E F&S T E K E b To SU5 PEN - tEb CTM b SYSTEM PEIZ MLNUFLLCTUSZCR's SPECI FI cATI ON S, (SEE SUSP b L . I oK SKT S-() TEXZv QE6 STU CCo WIT14 Wa T E RPRooF t�SE COA T . - SPPA-f 4 DizY L„pCIL - F►rLE PQ07E.0 T IVE CO.LT I NC, ON W&LLS Its 200M log ONLY- , --W&LLS IA ZMS. 10G, 107 AHD IoS UNFI - K I SKED . N F07- COf4CP.E T C t=LCDOTZ SLdB THICV-MESS, 2� G izbtLS AKD SLOPES, 1?F.It4FoQCI9(S s 2),12 w8 DEck / 2 x SUPPORT STIZIt4GELS -- _ ANb SLW CUT 5 , SEE SHEET S-1 FOoM To BE FASTENED TO UST VOLUSIN E1,40REC- pos-, s WI TN 1/2" * RING, INC- SLA13STo 13E Gat_V- CA22IAGE 130t-TIS K&CED oN GMIL VIS-QU W/G&LV. WASHE175 . OVE1Z CLG&N, COMPZCTEb h4b POISONtt3 FILL. Zx /SEE STVUCTU2AL / SHE -TS FoV- FovK - -= bl�i�e�N �TLS�SPEGS. T-Y 1:) ! CA L W4 L.1r S C T 1 0 N ro` URET}- KE ROOFING AS PI=R 50U'CI.1ER14 C04,71KGS, tNC.� CHEM-EL,&ST COlaTINGS, 00 EQUb.L, d.S &PPROVED BY CITY ENGIREEIZ. PRE - R KI SHEL MTL . FLASF(I KG F4STENE� t LTEQ?•IA-nNG 2xC�, P.T. WD. PSLOCKING IGN T o pIZESTfLESSi~D PLbN4S 2x S P.T. W b . T! 1LOCKIN G AAIt> CatSc. F,LLE0 AT ENb CUT OF 3x4 P--i-CH4.MFEiZ OF PLdNV-5 A.1 Z4" 0K CT125 W/EX PANs10N 130L13LoCKIi-1� T,5 5TU CCO NOR-) H a A5 M - o 9 �&LTZRN/S,TE ROOFI NG S-YS T EM s(=AL.E A F-) V-GtzooVE ANbCluLu.1KG 2-PA2T I,IZCTI�t�NE GATING Y-GP. ove-t C44H.V- /4" f)uYE.2LY EL V/-T 0ft ......... .. ... —r-I F V+ 17.0-3 I V I I 2 WrzS`r=rlL`! C'LG-\l&TIcor1 - -3 1 2 � d S 6 • Q --lpse '4 /-\: 5--, Z P, L Y (D N STUCCO POE- FI H . MTL . F.L&SI41 k G Zx8 P.T. WooD uSLX) 1 4G 5 ",- G' P QE - FI g .1SLUA . GUTTEIZ UZE T gt-\KE FOL�M SHALL N&VIEb'NOMI NdL THICKNESS of 3/z` AT THE EAST F-LEVA- T lox,&Nb U9IF02MLY TbPE�lrD ToA Mihl. OF 1'/4` THICKNEBS AT THE WEST ELEV. THE UZE i K&gE FOAM 4N6 U17-ETkAKE FINI SR CATING SH&LL i44,VE ,&SMDOT u 7E1CTU Q.E . (1- Ld 1 0 W Q w U Cl -� z ww } !�- fit! Lu U LIB U } Ltd j C4 t Q � Z WW O 'F N O— Vt �~ O d J SHEET NO. 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Q W4. s. NT E.RI0K CoNC., PLAST E YINU WALL F NTURjoR WOoDW6RK - IC. Il040 CLEAR - IC. ALKYD :OKCRETE. STAINING - 2 0400D PP%1mER1- 3 M 1H. 3RICK OR STOKC, CLEM WOOD FLOORS OR STE P! r- r% wr .- n t -r m-Dab 1 r V Y U L E-SEE DIY ISIO -- 1C.VINYL BLO ERI&A PAINT. - IC. 5K. FILL, 2.C.A01 PKI IAE P., 2C. ASK*Yo 0.P0 L_alD PtttI1FCL_ 2 REVISIOP*JS BY A tom. A W/ , i -x 4-4­� A O /V A- r� N • 7.• S' r 11 4- Pi 3 o' G, v' iro EL 11,2 5' SAC 7-/61%4' R-AS Al , T 5, w�.y 4' ,,,%L ,�„� Il / V HOW i 13bo �;i � ►I L�CN� AK TEE t= "' •- ¢ n ►. - G bn,c, PALM T toT E E~ u` oR>!aFrP o P/14TRL C� C E D A T R FE I 11� /Z ��I _aEF.Iif.D r11 U Nl BEf.� f�'L- S 1 f� Tf�E_ 4.Y s1D. 7 e� . . I 5a K. G u Y 70 IN Pc- /vIr. KA � • n RtfW 50,9 FlLaCAMD �� d � � Raj �He- 7-0 waft g -- CA157-I <�* TO 1�'o (A L S U"+,") lo" P.T. - PRESS J Rc 7­XC- AT6D 2 S T"o e y D5 ,DOtNN V&r 1/ 1 D,, A/C_ 9 - .1 + 4 1 ' tr F#JIS�4 Fc.oa* 4c C1 FrT y I I �xsrt+� O , Amp � f :tLI F' 7' CAS 'n- hIs40t•vr D5 LAND/N4;; 1 _ i. I k , COL ^� 7.. 4'�' 4 '(• N'� 0 tt� t`� /'P` `\ v . . rip+ CF G 9• lXt97A& RuJnFR -_ SGA 4_,6�_ Jo 'e Zo J6 -WM.8 WP06T ISAL-20 - 24 x 36 r Lxis rlAk. AF&'Y,47-1,0A] IC'PMAoAJ 44At K Tr/R 8 e D r T- E - 0AL 5 LDf `, RAJV 76 BE t'2i4eEp 1%-_Fort 'S/ � OA&" . -5E£ ZA4k.0 Sari(, 7 JrA: 'r 34_" do A/lyri ?- a 7 7 / / J_t-- 5 e ' SL oP,!F" 3 Al- 6_ Z2 7�q 14-i - /V 7-'.5� r GAL DESCRIPTION ginning et a point on the westa;ly line of Riverside Drive (The Strand), said point ing 130.5 feet northerly cif the southeasterly corner of Lot 4L, Asseasior•s Subdivision the G. Alvamx�Grsnt as shown on Map in Map look 3,' Page 137 of the Public Records Volusia City, Florida; thence southorly along the said westerly line of Riverside rive 130.5 >toet; then" westerly along the southerly limo of said Lot 4Lt 175 fe*t; ence northerly 129.93 feet to a point, said point being 164 foot westerly of the point beginning; thence saste�rly 1b44 fort to the point of beginning,. ogether with: The south 70 feat of 'Lots 4Q and 4S, Assessor's Subdivision of the G, Alv& rez Grant in Soctio" 52, Township 17 South, Urge 14 East, as par Map in Map Book 3, Page 137, Public Records of Vo l u s i a County, Florida. Together with: The north 80 feet of Lot 4Qp Lot 4A and the North 30 feet of Lot 4S,, Assessor's Subdivision of the G. Alvarez Grant An Section 52, Township 17 Sout Ranse 34 East, as per Rap in Map Book 3, Page 137, Public Recouts of Wlusia County�Aiorl4l, NOTE: Project site is only the northwesterly portion of property/A5 5 HOO't "• STR-yWATER NOTES 1. Soils data show soil type "b3", Tavares Fine Send to be consistent with soil borings obtained by Bechtel Engineering and Testing, Inc. Seasonal High Water table at 4' to 51. See Bechtol's geotechnical survey project 092062 (page 2). 2. From USSCS sheet 65 and Volusia flaunty supplement, Tavares Fine Sand has a Hydro. Group "A" and a permeability of >20 in/hr to a depth of at least 80 inches. 3. Antecedent rainfall was 2.91 inches for April, 1992. 4 • Stormwater Calculations are based on information provided by Mr. Alan Baget t of Saint Johns River Water Management District on August 5, 1992. Design criteria is to retain 1.75 inches from the roof area. Note that calculations h&ve also considered ramps, stairs and walks. Aren Calculations: Impervious Building 1,936.08 sq.ft. ZL 1,936.08 sq. ft. Wood ramp, stair system (So.) 598.98 sq.ft. Wood stair system (No.) 163.00 sq.ft. Concrete Walks (E.) 199.75 sg.f t. 1.75 s. f t�. Total 2,897.81 sq.ft. 2,136, sq. ft. Volume required: .5 in./12 x 6048 sq. ft. = 252 cu. ft.; 1.25 in./12 x (1936 + 200) s 223 cu. ft. Greatest Volume = 252 cu. ft. + 252 cu. ft. 18 504 cu. ft. Volume provided Retention "A": V 1/3 h LP + a t (Aa)0'S� 5 A = top area 1/3 (1.5) {396 +60-+((396)(60))� } a s bottom area 0.5 ( 396 4- 60 + 154 ) 305 cu. ft. 1�. Retention "B": V s L X 1/2W X D s 97 ft. X 3 ft. X .75 ft. 0 218.25 cu.ft. Total retention provided = S23 ,. cu.ft.; therefore exceeding requirement. Orawdown t ime : Time = V/(permeability X area) Area : bottom of retention "A" 523 cu. ft./((1.67 ft/hr)(60 sq. ft.)) 523 cu. ft./(100.2 cu.ft./hr. ) s 5.2 hours GZNERAL NOTES 1. Retention for all required storage will be on site. Overflow will be to sheet - flow to existing driveway thence to existing stormdrains that discharge into the Indian River. No change in off -site conditions. 2. There are no existing or proposed wells or septic tanks on the property. 3. Retention areas shail be constructed before installation of roof deck. Any siltation of the project area shall be removed prior to removal of straw bales. Any siltation of the retention areas shall be removed prior to final grading, 4. baled straw erosion/siltation control shall be placed as shown prior to con encement of sitework. 5. Retention areas are to be sodded as shown on the drawing detail. All other disturbed areas are to be seeded except sod under handicap ramp. Where possible, removed palms shall be used on site as shown on drawing. 6. Maintenance shall be by crowing and cleaning as needed. Maintenance is the responsibility of the City of Edgewater, Florida. 7. Parking and driveways are not a part of this project. Parking exists in other areas. v I♦irw 9pir�nu, �•il,�h � � R 3 4 E �� „�A � - •. , r i30' .� �,'.�'T ••' • sd R ivy +ts , b br n A 1 v l ^ 1 c l •• �iljry� ,•,' -i i `-) ,. i�-�`1 ,��� a u�fs �Light L ,T • . �.:•� •. \ ;;,,.. Edgewater 0. 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' x z 'opx /y 3 b , t3 A1*1 "o zI.g:57Yx l Alec l Mie3, ,HK7 p1KZ (,$ r..�l • l'lZL/N MIN MKIP - - � of rr2, MK �1k ;MKb 6" TYP - A'1K �, / Y, 07- 4 , iI ' .�cA[� 3 = / 40vw T . eY 1,Vr� 1 e 44,E-!: ¢ ONO 6, Ape OY414 1* pkz) /3l/ IVlI J& ZAK7 TAZIJ�Of �to-y-ywAcV ' AiGL rQ G ` MA � k X A44" 2 NZ -'V ri#aDl_ V4" AIC �o, 5 yes l2 ,/i K5 7 h" !1/v f f T k -� �y I > > " � ---Alp N� /'D / A/1[4 �'���-r, yl MjK 7 3" NA I '' YE s r J,;) tj 0 /4� Vg'ti 7rt� 1.0k:7PPI.77 4Ye 7�,W a1!x �'/,X !EGA. 4 6 r ALL ,r.1 1.g MUT `l , �ZPXIDCP .� 4307 f t #a -o Pf, 5& cAIl- �CT �F S. P�1T ��f �iLl ORAWN CHECKED D?T E f SCALE JO■ ryo. c7z IMF fj — J SHEET 3 OF SHEETS !• 1r' t tL=M'E FU5 i I A L-M — Z4 X 35 GENERAL EARTHWORK SPECIFICATIONS MASONRY 1. Clearing 1. Masonry structure is designed for 110 MPH windload and per ACT A) The building area, plus a minimum 5-foot margin on all sides 530-88. Fngineering inspection is required. shall be cleared and stripped of all vegetation and surface organics, and any existing structures, pavement sections, or 2. Masonry to he Rinker Type r-101T-11 or e(luivalQnt. having fm' at other deleterious materials which may be encountered. least 1170 psi. B) Tree removal shall include the extraction of associated stumps 3. Mortar shall be type S prepared by proportion method as specified and root network. in ASTM C270. C) Clearing of existing structures shall includle the removal of 4. All grout filled cells shall be filled with pea -rock grout slabs, foundations, debris, and any abandoned utilities which conforming to the requirements of ASTM C476 and having 8 to 11 may affect proposed construction or associated earthwork. inch s l ufip .end fc ' not than 2000 psi , exceivi, 4� 1 4111nteJs, •lee de+ai 1 q , gh+, g-Z , Fa-ml-ssabie +o Use 4G� ftl +hroughout, D) Following the above, the cleared and stripped area shall be S. If High -Lift grouting is used, all filled verticril cells cut and leveled to near top of footing elevation. Material containing reinforcing shell have clean -outs jet floor level. cut from the area may be stockpiled on -site for use as interior slab backfill material. 6. Wal is shall be braced unt: 1 3 clay, after placerie_nt of the r. l osure pour Lying T ne ho l 1 caw-c-ore h 1 rinks to r.he walls. 2. Subgrade Soils Compactionsecondary A) Fxposed subgrade soils in cleared and cut building area shall be wetted as needed to achieve near -optimum soil moisture conditions, and densified to the degree and depth specified below. B) Subgrade soils compaction shall be 951f. of the. material's theoretical maximum dry density, as determined by Modified Proctor Test (ASTM D-15.57, AASHTO T-180). HOLLOW -CORE N ANKS C) Subgrade soils compaction in foundation areas is 2 feet below base -of -footing elevation. If the specified depth of 1. Hallow -core planks shall tit obtained from and placed by Florida compaction in foundation areas cannot be effectively achieved Pre - stress. by mechanical densification from cut grade, footings shall be cut to desired grade and Subgrade soils at the vase of footing 2 . Contractor shall fat:r i cate and place in keyways all ceiling excavations shall be locally compacted with hand operated supports and all Burl ir, supports prior to grouting of keywc-eys by compaction equipment. Florida Pre -Stress. The `.o. 3 bar welded t.n pur•1 in supports shall be Grade 40 or weldable Grade 60. D) Depth of subgrade soils compaction in slab areas is 1 foot below cut. grade. 3. Contractor is responsible for fabrir_ation and placer nt of all reinforcing stee i and -second,,.,ry concrete pour tying planks to 3. Fill Material Placement and Compaction walls. A) Fill soils utilized to raise interior slab area to desired grade shall consist of clean, granular materials with less 4. Top of interior wali5 seali not be mortared to underside of than 10% passing No. 200 U.S. Standard Sieve. planks until ful i dead load of structure. including inter or framed walls, has been placed on the planks. B) Fill soils shall be spread in loose lifts not exceeding 16 inches i f compacted with heavy compact ion equipment and 8 5� �►- r„r1 lc� �r A "CRUiKi'"Wre d5c.�;- LeNekn9 Floor �'e ►u►' a�aer- 1Z 1'` Cor inches if compacted with light hand operated equipment.. �JI idnt) Ghat i he UAP,� +0 Ivr•ovide q *3rrloo+-h ur�crlo�rnent Far Z� PIvor f i nigh rrotte-r lq Ems, C) Each successive lift shall be wetted as needed to achieve near -optimum soil moisture conditions and densified by appropriate mechanical means to the degree specified below. D) Fill soils compaction is 95% of the material's theoretical maximum dry density, as determined by Modified Proctor Test. (ASTM D-1557, AASHTO T-180). 4. Cor}.pacc : ion Testing , A) The specified depth arid degree of compact ; on for subgrade and fill soils shall be verified by in -place density tests conducted in general conformation with appropriate ASTM density testing procedures. B) Density tests shall be conducted for each foot of compacted thickness at each test location. C) Minimum frequ9ncy of in -place density testing is :one (1) location per: every 100 lineal feet of continuous strip footing �* every 1,000 square feet of slab area 5. Special Considerations A) Foundation and slab areas shall be wetted and proof -rolled prior to pouring concrete in order to re-densi fy surface materials which may have been disturbed by utility instal ]at ions and other construction act i i t ies . B) The earthwork contractor shall be aware of nearby structures, and use vibratory compaction equipment with .appropri 7ite Caution. CONCRETE 1. Footings are designed for a safe bearing pressure of 2500 psf and concrete fc'=2500 psi per ACI 318-B9. 2. Slabs are of floating type of varying thickness de1_331elle d t'()r n safe bearing pressure of 2500 psf and concrete fc.' =29, 00 psi. 3. All Existing conditions and d i mens i ons, snail be ve r t f i ed i the f ield by the coat r•actor , pr for t o fabr icat_ :on of any rateri al s or construction of found<jtlons. 4. All reinforcing .shall be high strength new billet steel conforming to ASTM designation A-615 (fy=60000 psi). All st i rrups and t ie.s shal l he new int_ermed i�tte grade stet' l conforming to ASTM designation A-615 � fy=4G,000 psi) . All re inforc i ng shal 1 be fakir i cated and pl aced i n accordanc t_- w : th the ACI's "Nanoal of Standard Priac-tice for Detail ing Concret.c, Structures" (ACT -315) and the latest CRSI manual "Pisacing Reinforcing Bars." 5. All necessary reinforcing bar supports and tie wires shall conform to the latest CRSI manual "Placing Reinforcing Bars." Use concrete bricks for all reinforcing !vupport on grade. 6. A testing agency shall be retained by the owner to test all concrete. Concrete strength shall be determined by standard test cylinders molded and tested in accordance with ASTM specifications. Four cylinders shall he rade by the laboratory for each 100 cubic yards of concrete poured or fraction thereof, on each day, with d minimum of one set of four cylinders for each day's pour or for each 500 sq. ft. of surface area placed. ?. Provide concrete protection for reinforcing as follows: Footings 3" Slabs 1" (top cover) t, Minimum lap laz'h cif reinforGin� L4hlGs� .;.hn�n otherwi,5c; WO, 4 Z, 1VI Na. 5 5,iO o Wr, OAAWNI Al CMiCK■ DATE /r""j' 1' d7� SCALE j No. SHEET DF SHEETS 'WTII.ENW POST 18AL-20 - 24 x 36