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HomeMy WebLinkAbout2851 Jewett Ln 01-1167 Sprnklr, 01-1612 Ktchn sprnklr, 01-1205 sign 01-807 fence and roof�..a, 4 x ' it RISER -MOUNTED a Uj AIR COMPRESSOR rrTMtt F FLOWSWITCH —� 0-300 PSI GAUGE � 4" DRY PIPE �- VALVE ASSEMBLY 14" DRAIN 3" BUTTERFLY i j VALVE (GRVD)----• SPIGOT PIECE i 1'-0" A.F.F. 6" D.I. PIPE 17 P { RISER DE TAIL SYM CNT NAME METAL TEMP K NPT OR11= mr-G. MODEL* ESCUT CONN. 105 FEND CHROME 155 5.60 1/2" i/2 G5 RECESSED Thread 78 UPR BRASS 200 5'(00 1/2" i/2 CSC G5 Thread D 2 SIDE 5RA55 200 5.60 1/2" 1/2 CSC G5 Thread 45 UPR BRASS 200 5.(o0 1/2" 1/2 CSC CAB Weld 0 5 PEND CHROME 155 5 60 1/2" 1/2 CSC C 5 RECESSED Weld 21 280 181 AL TOT -I SQ FT CO VERED ON TBIS TO TAL SPRINKLER HEADS ON THIS FIR E P R"' TE C T1 PLAIV SCALE: 1Z8" - 1'- 0" JOB JOB R _" 0 FI'D S T FL ul INSPECTOR'S TEST CONNECTION I I (SET VALVE ® 6'-0- AFF) 10 0 2 4 10 1 3 5 SCALE. 11T = 1'-0" S �ESIGN CRITERIA OCCUPANCY MAX. COVERAGE PIPE SIZING REMOTE AREA DFN5ITY IN51DE H05F OUTSIDE HOSE HOSE THREAD N.S.T. HEADS CENTER OF TILF WATER FLOW TEST DATE STATIC PRF55URF RESIDUA!_ PRE55UR-E WATER FLOWING 5Y 15Y SEFS OTHER5 CITY CONNECTION TRENCHING45ACKFILL CUTTING PAVEMENT CUTTING CONCRETE PATCHING PAVEMENT PATCHING CONCRETE VALVE HOUSE OR PIT WIRING PAINTING AIR SUPPLY SYSTEM TEST PRESSURE CITY STATIC PRESSURE 000 P51 FIRE PUMP CHURN PRE55URE 000 PSI PLUS 50 PSI IF OVER 150 PSI 000 P51 LE55 ELEV TO FLOOR BEING — 000 PSI TESTED(000 X .433- 000 PSI) HYDROSTATIC TEST PRESSURE 000 P51 AT LOUDEST POINT OF SYSTEM THAT IS BEING TESTED OR 200 PSI MINIMUM AN unauthorleed usedlecloueure, dieeeminatlon or duplication or any of the inrormation cotained herein may result in liabiity under applicable laws. Q V� CL Z 4 0 V) LL CS) 1-- CID LI � l.L U LU n N A A. PETER TANKEL, P.E. — 235ro "C" Winterwoods Blvd. Winter Parl4 Florida 32TB2 Phone (401) 651-55€55 P.E. 0 41231 4k i 46. SOUTHEAST FIRE SPRINKLERS,INC. 2801 W. AIRPORT BLVD SANFORD FLORIDA PHONE (407)888-1949 PROJECT SANFORD AUTO EXCHANGE 28t—:�1 JEEWITT L—ANE= J,�l�.l�ORI�, PL_ORip,4 5Y5TFM NO SCALE 1/S"=I'-0" DRAWN 5Y MR DATE W15 PROJECT NO, 21011 DRAWING NO. FP— 2 OF FP— A FINAL INSPEG110N REQUIRED Cit; of ^_ar,ford Model Codes in effect: Standard BUi!ding Code 1997 ed. Standard +-%!I,rnbing Cone 1997 ed. Standard Nlechandcal Cede 1997 ed. National u'tri.,: i Code 1996 ed. ` See L:.tV C---de AAIEivD;• ENTS FL.11 S ,J E's 1997 FL. Brier- C-Ga h; -1997 SANFORD BUILDII I , DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PEF�mrr ISSUED SHALL BE CONSTRUED TO BE A LICEhISE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL. ISSUANCE OF A PERMIT PREVENT iriE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER Vl:i'_ `r O^'^ (1F TH c-_Or)�-S 04 tvlodel Ccldes in effect. Stilitda SA �Ulit.i. g ode i 9 ,` f Y�" Code 13.7/ lid. Standard 'hurn ing Code 1997, ed. r_l'. n(=��.I'�! i'.�fi�. l;l�l�'1iiIC?,I Code , 997 ed. Codo 1 �06 ed. sec C, .. -'.a AJv;`_'NDlILISTS FL.. ;ii' od, es I @g) RL SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE l'O BE A LICENSE l'O PROCEED WITH ..- #o(-t(vlaCONSTRUED REIT Am THE WORK AND NOT AS AUTHORITY l'O VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE 1.119 " PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT i"HE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. r Y L p " {y� H 1/2" WHITE OUTLINE. t I DON- BELL k'IVI 1 .j1 I I Z , ! I 1 t /I t w S5 19 PSr /9 frS I I I I i I 1{z 31[ [ !EI_I��_fi /----- As I 11F II 1 - A - I. P.D� •S-so L. ... I I I /-1144cNtAt N PB 1N7S NtA2 L oA p pOw�(ZS wpf,r 3oL-r}i- t_. L7 Mt4'.rr, GI I/N Ilxl Fs_-�r�N ON, FRONT ELEVATION - 3/32"_1'-O" -- Ua dam c•W SPACM TABLE D:evq.e WHnYOW.hp(ms►I Aew.nr':�yi.YNYWAI/5I'<1Y�4 l� fitel'ntsgr fld«•Mi.%w l.y:•dhT.AV+^+tlW Afl rrl•iVy • � w'N Wu�ewv,. W.•tlW n•Ybwv.M^Y�1.+fq:sbt _._. .. _.___. f L6YY dMconrsct s•'4h ti 0«A7 C.el«ten Mn4bpoY1500 d(lti�N«v-Ishc1. I I cw.min.Knl(nrxs:wmwrtJ fl,«+t„+9 eai�«:+i..u4. �*•+w tiaK mAcb. H Iqe/Yp w W cbe d t,pa�. ,+i.1, Pbtic Oa—. f NCC+toJ¢,'tOG... OOW. V.Aw A d C D 5W o rom w iN tid, n tid, rh-+A tia� pe NEC 9pp33 f.) tommtnlwm IaP.�+v. wrnr.a 1---- i ! Ea�mpl@-•A. _ Pnwya.dnc.wR. ^ EWI A r } BOB'S j t3�TC aM�+gPb I _—Trab«w q .B, xN spn I I / . i 1Mo s t '! ! bymwAmar - ;DM.�M IOW rn.Ac an wdt •4n, i �.— U.Oue MS^ a Ia: wabn (rn"ahb d Cwnal 4tic« ttOcrad bM�e.ro, m+wm.%Fseetlnq bwb. i Ot adgrMWi ET' Maa ,Uroiaon opukl atie nenh or,,L a:.'vda M ocMatt bca0on �n4r mrwd k. hdow MenuHcU�.•5 reQuken�en76 oomalW rod l, ETL LISTED _ K L' tiO'n now ILLUMINATED CHANNEL LETTER I'°"CONnNUOUS RACEWAY INSULAnNG BOOTS AND SLEEVE ELECTRIC SION .�;,may r.�-x.;yY„: «s.::.:5 » DA.: MR IM ETL# ter+- «^"« swrNme On-N.. DBEs-+ No-rE. EXACT R.4CEWA'a' L=NGTHS TO BE DET:RMINED BY RRODUCTION. SPECIFICATIONS: DON BELL INDUS'RES TO FABRICATE $ INSTALL ONE, (1) SET INTERNALLY ILLUMINATED ACRYLIC FACED CHANNEL LTRS. MD TO FABRICATED ALUM. RACEWAY, � ONE, (1) SET EA (B) ,� (G) COMPUTER CUT VINYL VINDOW SPEC'D BELOW. ACRYLIC FACED CHANNEL LTRS. INTERNALLY ILLUM. RETURNS FAB. ALUM. CONST. FINISH INTERNALLY ILLUM. BY WHITE 6500 #6 NEON. FACES, WHITE , CRYLIG `JvS' 1" WHIT -= JD•1JEL!YE TRIM. LTRS, TO BE MTD TO FAB, ALUM. RACEWA' FINISH TO MATCH BLDG COLOR: (SEE LT R DETAIL @ LEFT). (B) � (C) - COMPUTER CUT VINYL WINDOW COPY. GREGORY TRENDFILM, METALLIZED POLY'�STER - MIRROR GOLD #2410 W/ WHITE VINYL OUTLINE. CHANNEL LTRS. W/ RACEWAY - INTERNALLY ILLUMINATED 3'-11" COMPUTER CUT VINYL - NON-ILLUM. -111) 27-5' 1/2" WHI- OU(LIN �i i -L I 101 t w"g-�--- RETURNS FAB. ALUM. CONST, FINISH FACES, WHITE ACRYLIC W/ 1" WHITE JEWELITE TRIM LTRS. TO BE MTD TO FAB. ALUM. RACEWAY. FINISH TO MATCH BLDG COLOR: 1/41 e.0" 100.0 SQ.FT. I 9 COMPUTER CUT VINYL - NON-ILLUM. 1/2"_1' 0%1 DESIGN #: 10,874 R2 DATE: 11-06 00 DESIGNER: e;X4 1) R2 2-15-01 5) SHEET 1 OF 1 ACCOUNT SANFORD AUTO DEALERS STNEET 2215 W. FIRST ST. GRY SANFORD STATE FL SALES REP. -BOB BIANCHI SCALE NOTED FILE NAME 10,874 n SANFORD AUTO DEALER5 PROGRAM ILLUSTRATOR 8 RON FONTS USED NOTES APPROVED BY DATE This design (except registered or existing trademarks) is the property of DON BELL INDUSTRIES, and shall not be reproduced or copied in whole or in part without the written permission of the above named owner. i iNDUSiR1E5 •INC CREATIVEa i E M I T rzo C OP Y .............. FINAL lNspEC, tol,, r ,EQUIRED �m 1 ,tea?::+, ' r. :. •.--... .... ,-... .. .< .,. n, .. .. ... .. .:'- ... y:. :'k 1. :�R .!' j m k .Xt`+..:Ci :.S -. ... d_. • , `_ .. N .��} _ .... .. t., t. u A ..,I, II' I , .,: ... -:. .. , r ., :... < ..., „ "' .. � �ti 'Yt. r i 3 ...'a- _ ''E`{..i ,.,,., ., „ -.,. is ., .. ;; ... . ,' -,. � .:;- 's, t,.. f ;' K • H'-•.1. .h{I. Y• ..t. .Y� '� 'f1." f.[ /,. }:i 1 6 - ff•: S•1. f 'ti '1 .. 1 • f 9 -, t: ..: ..v .. . ...r. , .' r r:. _. a ,. • •.. :.-•.,++.,,,rt•".<r - - r..w,uv.» r..w y c r..r..rr....-._,..-....u..ss_.,...r....-.+.a_...w:,._.r,rw_r �•,w_+:__...-...._•-_un,-+-_rr�w..w, y A 3 �eL� 1. - ,t '� - - • r a NORTH LINE OF SE 1/4 OF SE 1/4 SEC. 12--19-30 — , ou ��..00 �It .i �' 1. �' h 'rra".ww r <, .. �<w..•.r < ...i8... w<.,....r. . �.warwra. �—_, .m.,"'.:�".w.' �dIWkASi1'__T„'•-QGi'x6Y____�_'SA�M""`•T` i ^—.r.• _ � s.v- ,_r 12$2.60 I-•- ..�.�.co, , r - .....F. • ct«-.,,.,- . _-'• --,--row-+--Aer _., S 895548�„ E \ i 1 A,, REC. C.M. NSI IN WELL 80X s o v r c E s s o v r L E S :) I aF cotrF? of SE 1/4 S o v T _ $ OF SE 1/4 SEC 12-19-30 t 0 � i „ ;.. __ .. 9 a� 48 E wv t4' \ f - '-- 1282.49 - _...Y__.__._•..,.,...•..__�__,,.._....,_._._ .„._._;..mow__..—.________ ,.._. _. _ ..__.__ _.—._______ __:_._ -_ ._..., _ lj rf 11 111TT7` J I 1 111 1-771Q-771 i i 1-177FI F771777—frT71 I I I I I I I i I I I 117 ] six(FTT, TTT ' �.., :,-,• .t+l.,;':.►:.a2.i+.�. }r:4 t•.r; ���.� "r�. ...,. ...� � � � { I� $I' � �I: I i I M, MN WAY' 7ff a. i•. � I t { {. I. \ ry � � ,� ��' �.� .� \ ,� I tm (( 11;11 �i i 4 w tv w ry rv— t•v ry ry � { , „ 1 i i \ \ '� f , ,•'. , •a; .� "` - .._..._� I III ! ; I i 11'+' , _ I ' C�=Ll I I -- -- ®1 Hill ► r�,' 1 I��II LAJ tl I I A UT0MGBIL E' STAGING AREA �,; I�►,, �I I r fI , I I,I•�Ii� f I , 1 V T 0 Ca ®l L M E STAGING AREA 11 V — ______ ,294.85 „ { to 0 CL •U. 0 A LJ .. o i i t --::, -r j 3 ra a-CQ) t SCAL. E' :««...-.. DATES. DRAWN m7P ---SHEET _ EiiE TTOA; NOTE ; rill IJ.Y.'it:=�T1! , strapping, & bridging shown and provided by U.S.A. for this building i- requi.c:'ed and skrr�ll be Installed by the erector as a pc rmanerlt part of the structure. It ac:11d3.Li_onal bracing Is requ.i.red for stability during e_recti(_�n,. It shall b , the et_-ec?_ .,_"s responsibility to determine the amount of such bracing and -o procure and as heeded. AND UNLOADING LNOT BY U.S.A. SHORTAGES Ln. �_,:i_n�s or shortages by buyer. must be made to U.S_A. within five (5) r .ixlc; clays after delivery, or such claims will be considered to have been xraj_ved by the customer and disa.11_owed. C::ikP1`CTI0'P t'F ERRORS AND REJ-)AIRS_ (MBYKA 6..10) C_lai,iis, forcor_r cctiori of alleged misfits will be disallowed un1G s shall have r_ece i `,F,,,d prior no+— F thereof and allowed reasonable Ins:�ectic:rl of such mi.sfi.'Ls. The correction of minor misfits by the use of dr? ft i_ ins to c�ratr the components Into line, moderate amounts of reaaii_ng, -icg and cutting, and the replacement of minor shortages of .mat.er.ill zr< •`:normal part of erection and are not subject to claim. No part of i t he B ul 1'ding may be returned for alleged misfits without the priorApprr�Val.;U= U.S.A. Normal erection operations include the correction.; of minor misfits by moderate aIriounts of reamiIlg, chipping, welding or cutting, and the - drawing of elements Into 'line through the use of drift pins. Errors tl cannot be corrected by the foregoing means or which r-equire f r-Aa.jor' clianges In member configuration are to be reported :im-Loediate -y �� r ••S•A,.. by the BUYER/END USE CUSTOMER, to enable whoever Is responsible o correct the error or to approve the most efficient and economic rorr_ ction to be used by others. (Section 7 ?-.ISC Code--, of Sta-c d. rd 9t_F Edition) t ,,irxierthe fabricator nor the BUYER/END USE CUSTOMER will cut, drill or otherwise �i1tr-r his c!r,z`k, or the work of other trades, to accoilunodaty other.., trades, unless st-ch Taork is'clearly specified In the contract., documents. Whenever such work Is specified, the BUYJ,,R%END USE CUSTOMER Is responsibl_e for furnishing complete Information as to materials, size, location and nutnber of alte:r_ations prio: to preparation of shop drawings. (Section 7 AISC Code of Standard Practice, 9t:i Edition) GE:NERAI_ NOTES 1.1 Fabrication shall be in accordance with USA's standard practicao in compliance with the applicable sectlons, relating to design requirements and allowable stresses of the: latest edition of the "AWS Stri=tw•aI Uleldine Code Di.l". USA's manuracturine procedures have been certified by: Reference Certification numbers S.S.C.C.I. �011 1.CJ3.0. FA-32'1 Houston 135 0135 Indiana (For Seam and Column) M-155623 Indiana (For Rigid Frame) M-IV5622 Indiana (For Straight Column) M-195621 A1.5.C. Certification For Metal Miidinee Member MF3MA 12 MATERIALS A,F > .61CxNATIUN MINIMUM YIELD (U N. ) wide Flange Shapes A36 FY = 36 KSI Wide Flancle Shapes A512 or AJ92 FY = 50 KSI other Rolled Mill Shapes A36 FY = 36 KSI Structural steel Plate (Webs/Connections) A5-12 or A570 FY = 50 K51 structural Steel Plate (Flangeao) A529 FY = 55 KSI Cold Formed Light Osage shapes Aa70 FY = 55 K51 Cable Bracing A475-75 Extra High Strength Rod iDraclne A36 FY = 36 Kal Roof and Wall Sheeting AT92 FY = 50 , W K51 Machine Bolts A301 FY = 36 KSI High strength Bolts (1/2" 0 to 1" 0) A325-N FU = 120 KSi High Strength Bolts (1 1/bl to 1 1/2"0) A325-N FU = 105 K51 Anchor Bolts (if supplied) A36 FY = 36 KSI Pipe A53, GRADE B FY = 36 K51 13 E MER Shop primer paint is a rust inhibitive primer which meets the and performance of Federal Speacification TT-P-636 and is U.6-4,'s Pied Oxide color. This paint is not intended For long term exposure to the elements. USA. is not responsible for any deterioration of the shop primer paint as a result of impropear handling am:;Vor storages. USA shall not be responsible for any field applied paint and/or coatings. (Section roB Ai&G Coda or .Standard Practice, 9th Edition) 1.4 GALVANIZED OR SPECIAL C:OATING6: ses Contract Documents 1.5 ALL BOLTS ARE 1/2"0 x 0'-I"A3(07 EY.CEPT: a) Eave strut connection - 1/2110 x 0'-1 1/4" A301 b) Endwall rafter splice - 6/0"0 x 0'-1 3/4" A325-N c) Endwall column to rafter connection - 1/2"0 x 0'-1 1/4" A32541 d) Main Frame connections - SEE CR.O55 SECTION No-rE: Washers are not supplied unless noted otherwise on drawing lb A325 =LT TIGHTENINCa RE�2UIREMEN rS All high strength bolts are A325-N unless specifically noted otherwise_ Structural bolts shall be tightened by the turn -or -the -nut method in accordance with the eth Edition AISC "specification For structural Joints Using ASTM A325 or A4W Bolts". A325-•N bolts are supplied without washer, unless otherwise noted on the drawings- AII bolted connections unless noted are designed as bearing type connections with bolt threads not excluded From the shear plane. 11 CLOSURE STRIPS ARE FURNISHED FOR AFPLICAT10�1: INSIDE- Under roar panels at Save OUTSIDE - Between endwall panels and rake trim - Under continuous ridge vent skirts 1S EERECTioN,NOTE: All bracing, strapping, 4 bridging shown and provided by U.SA For this buildine is required and shall be installesd by the erector ae, a permanent part of the structure. If additional bracing Is required for stability during erection, it shall be the erector's responsibility to determine the amount or ouch bracing and to procure and install as needed. 1.3 ERECTION AND UNLUAp1NCa NOT BY U.5A i10 SHORT.€ Any claime or shortages by buyer must be made to U.SA- within five (5) working dayo after delivery, or such claims will be considered to have been waived by the customer and disallowed. 1.11 _CORRECTIONS OF ERRORS AND REPAIRS (M5MA 6.10) Claims For correction of alleged misfits will be disallowed unless U.S.A. shall have received prior notice theareof and allowed reasonable Inspection of ouch misfits. The correction or minor misfits by the use or drift pine to draw the components into line, moderate amounts of reaming, chipping and cutting, and ties replacement of minor shortages of material are a normal part of erectlon and area not subject to claim- No part of the Building may be returned for alleged mlafite without the prior approval of U.SA 1.12 ERECTOR NOTE Erect steel with piece marks corresponding to location of piece marks on erection drawings. Erect and plumb bays progressively to Insure overall width and length is maintained. 20 5/15/00 19 3/-1/>aO 15 1 /15oloo l� 12/la/99 1(a 5/25/95 15 Vro/9l 14 11/14/95 13 5/31/94 Sr --if —1 ic - A I C DRAWT.N-c ACKAG 11� 26035 (ALlr;..,-VION IAO MC<EE CONS' END USE CUS`i'OMERNf=Oil'<. BUYER RDLR # JOBSYPE BASIC BUILDING TH16 STRUCTURE HAS 5FEN DES 'CODE ❑ USA Standard (M15MA) God( ❑ U5C EXPOSURE ❑ B ❑ C ❑ MBMA 9O For Wind Loads PER IC50 ER 4010 ❑ 5OCA EXPOSURE ❑ 5 ❑ C ❑ A5CE EXPOSURE ❑ B ❑ C ❑ OTHER ❑ MEZZANINE: LL -. FSF $4, NOTE Customer To Provide Colors Denoted With *-*-(if Any) On Returned Dwe's. ALL FLAT FACED PANELS HAVE A TENDENCY TO OIL CAN. U51NCx HEAVIER WAGES, NARROWER WiDTHS, E1 10055IRG OR STiFFENER BEADS 01II-11=N AVAILABLE) CAN REDUCE oil, CANNING,. UNDER: NO CIf;PCl.l1"15TANCE6 15 OIL CANNING CAUSE FOR REJECTION COUNTY SEM INOLE A C1 `JE101-0 x 15'--0 x l2'-0 2.2 1 1= IPO'-.O x 00'-0 x 19'-& 2 -12 LT ir9r-)'-1 x 20' 0 x lro' 2 2 :12 16NED, IN AC(-'7,--),E-) `NCI= 1. at -I -rHE i-OLLOWINC; AS IN1-)IGATED: L01�i:.�; .. ` LL 20 T15F 'l'ributar� Area Reduction ❑ LL-_--F-5i= i`J, Reduction ❑ Ground 6now Lead 1�SP Cl ROOF Snow Load _ _ FSF w it-1 c�l _----10_0_.---- i"iFH fmportanC;e- factor 1.0 Collateral 3 FSF ❑ Seismic Data /-orle= — Aa= _-- Av=-------- 5HEG= 5PC= ___-- k OTHER :t, Code of Latest Issue to be Used Otherwise Noted. For buildings with crams: 5p-e Croaa Sections and/or c.-alculation5 For loading G0VER(1,* 4 TRIM A5 INDICATED R 26GA M USA PF5R ❑ tthlta 1:J ULW Fasteners: ❑ 14 x I" 5T6 Member < 5titch ❑ 24GA ❑ USA R RI Aluminum zlnc CI Northern RooF ❑ "I2 x iV 3D5 Member aniy W/ 5T5 5titch ❑ 24GA USA "Csvardian 1" 55R ❑ 5111cone F'olyeeter 1.1 Wide Mastic V1 012 x lk" SDS Member with Laptek Stitch f;00F ❑ 24GA USA "Guardian 11" 66R ❑ Kynar Glib ❑ Fixed 0 Long Life Fasteners ❑ -_._ Color -..- -- I-J Low ❑ Floating ❑ Stainless Ste eel Fasteners "Cial fasqulrsment5 ZA—r- Fagtners ....... El High ❑ Articulating -{her_ma J3 ocke: ❑enU9A ❑ 139 0') * 10 26GA ❑ USA "A" ❑ - - LJ Kynar 1�71 5111cone- Polyester rastansrr_ ❑ 014 x I" ST6 Member 4 6titch WALL ❑ 2443A M U5A "R" Color IJ I -one Lire Fasteners C.I 12 x IV 5D5 Member only W/ 5-15 5titch 6peclal f squtrements _ __..__. ❑ 5tainles5 Steed Fastenero W 012 x IV 5D5 Member with Laptek 5titch M Standard W/Gutters 4 Downspout ❑ standard W/Cavo Trim ❑ 5ase Trim in MFOI ❑ "' 201 ❑ DPOI ❑ ease Closure. TRIM Gutter * Downspout ____** Eava _____ f2,*/- -_.._ -- Corner .-_ Jamt� 4 Hood T-* Rase Trlm -- *It- 6pecial t.qulrc�nents--- ^_------------ -_-.- _ i® 6111conea Polyester ❑ Kynar FASCIA N 26,GA U5A ❑ "A" M "R" ❑ Color_ k -. Trim Color PANEL ❑ 24GA 6peclal Requirements _-- FJ 2&GA U5A 0 "A" ❑ "R" ❑ ----------_..-_ _._ ------_..--.___-- C Sion.._._--._..--- __--_ ❑ silicone Polyester ❑ Kynar .. Trim Color SOFFIT PANEL ❑ 24GA Special Requirements 0 2roGA Ue2A ❑ "A" 10 "R" ❑-_-__-- ----_._-- c Sion--.--- ----..__._ ❑ sflicons Polyester ❑ Kynar Trim Color .--_-- BACK PANEL 246A 5pe:clal f�ecjulrementa -_._.--_......_...---_-__------_..__--------.--.---...._.-_.__ U silicone Polyester U Kynar PARTITIGN _❑ ❑ 26,GA USA ❑ "A" ❑ "R" ❑ --_ _...----_ Color-- __ ._ Trim Color PANEL ❑ 24GA 6pecial Requireamants _.__-_- _---_--___-- _ _---.----_-._._._ U silicone Polyester ❑ Kynar ❑ C, 2hA U5A FJ "A" ❑ "R" ❑ -�__.._--_-.-_ r [oc_.- _�-.__-.. Prim Color - -- LINER❑ 24GA E-pecial j�eduire3ments -_- ---.._.. _-------_-__------._.-.-_.----__--___ CI Silicon-- PolyeasteT LJ Kynar l5IJ`YER/END U5E CUSTOMER RE5PON515LITE5 2.1 It IB the responsibility or the 15UYER/END USE CUSTOMER to obtain appropriate approvals and secure necessary permits from City, County, State, or Federal Agencies as required, and to advise/release U.S.A. to Fabricate upon receiving such- 23 United Structures of America's (hereafter referred to as U3.AJ standard specifications apply unless stipulated otherwise in the Contract Documents. U_$A.'s deafcn, fabrication, quality criteria, standards, practice, methods and tolerances shall govern the work with any other Interpretations to the contrary notwithstanding. it is understood by both Parties that the BUYER/END USE C1,15TOMER is responsible For clarification or Inclusions or exclusions from the architectural plans and/or specifications. 23 In case of discrepancies between U.SA's structural steel plans and plans For other trades, USA's piano shall govern. (Section. 3 A18G Code or Standard Practices, 9th Edition) 2A Approval or U.SA_ drawings and calculations indicates that USA has correctly interpreted and applied the Contract Documents. This approval constitutes the contractor/owners acceptance of the U.5A's deafen concezpta, assumptions, and loading. (5ection 4 AISC Code and MDMA 333) 25 Once the BUYER/END USE CUSTOMER has signead U.6A's Approval Package and the project is released for Fabrication, changes shall be billed to the BUYER/ END USE CUSTOMER including material, esngineerine and other costs. An additional fee may be charged if the project must be moved from the fabrication and shipping schedule. 2b The 5UYER/END USE C1,15TCA-IER io responsible For overall project coordination. All Interface, compatibility, and design considerations concerning any materials not furnished by U.5A- and U-SA's steel system are to be considered and coordinated by the SUYER/1TID U5E CUSTOMER. Specific deafen criteria concerning this Interface between materials must be furnished before release For Fabrication or U.5A.'s assumptions will govern (Section 4 and Commentary, AISC Code or standard Practice, 9th Edltion) 2:1 It is the responsibility of the BUYER/END USE CUSTOMER to Insure that U.5A's plans comply with the applicable requirements of any eovernine building authorities. The; supplying of sealed engineering data and drawings for the metal building eyotem does not imply or constitute an agreement that U.S.A. or its design engineers are acting as the engineer of record or design professional for a construction project_ These drawings are sealed only to certify the design or the structural components furnished by U.5A 2.a The f3UYER/ENp USE CUSTOMER is responsible for setting of anchor bolts and erection of steel in accordance with U;vA's "For Construction" drawings only- Temporary supports such as guys, braces, faleework, cribbing or other elements required Far the erection operation shall be determined and furnished and installed by the erector. No Items should be purchased from a preliminary set of drawings, including anchor bolts. Use only Final "FOR CONSTRUCTION DRAWINGS" for this use. (Section l A151- Code of standard Practice, 9th Edition.) 2.9 United Structures of America Is responsible For the deafen of the anchor bolt to permit the transfer of forces between the base plate and the anchor bolt in shear, bearing and tension, but Is not responsible for the transfer of anchor bolt Forces to the concrete or the adequacy of the anchor bolt in relation to the concrete Unless otherwise provided In the Order Documents, United structures or America does not design and Is not responsible for the desl!Jn, material and construction of the foundation or foundation embedmento. The END USE CUSTOMER should assure himself that adequate provisions are made in the foundation design For loads Imposed by column reactions or the building, other frtpooed loads, and bearine capacity of the soil and other conditions of the bullding site. It to recommended that the anchorage and Foundation or the buildlne be designed by a Registered Professional Engineer experienced in the design of such structures. (Section AI0 M13MA I'M* Low Rise funding Systems Manual) 2.10 Normal erection operations include the corrections or minor misfits by moderate amounts of reaming, chipping, welding or cutting, and the drawing or elements Into line through the use of drift pins- Errors which cannot be corrected by the Foregoing means or which require major cl'uanees in member e:onfleuration are to be reported immediately to U.S.A. by the BUYER/END USE CUSTOMER to enable whoever is responsible either to correct the error or to approve the most efficient and esconomic method or correction to be used by others. (section -I AISC Code of standard 'Practice, 9th Edition) 2.11 FIELD-MQPIFICATION5 - WAF-Z4ING Neither the fabricator nor the BUYER/END USE CUSTOMER will cut, drill or otherwise alter hie work, or the work or other trades, to accommodate other trades, unless such work is clearly specified in the contract documents. Whenever such work to specified, the 5UYF-RJE14D USE CU5TOMER is responsible For furnishing complete information as to materials, size, location and number of alterations prior to preparation of shop drawings. (Section i A15C Code or standard Practica, eth Edition) The strength, stability, and safety of this building may be affected by cutting, drilling or removing any components of the building_ No ouch modifications may be made without the written approval or United Structures of Amearicta, Inc. Collateral loads or other components provided by others may be supported on this building in the designated locations if specifically included in the design loads. Unless the connections for such components have been designed and detailed by USA- the customer is responsible to ensure appropriate connection details are utilized. 2.12. WARNING In no case should Aluminized Zinc steel panels be used in conjunction with lead or copper- Both lead and copper have harmFul corrosive effects on the Aluminized Zinc allay coating when they are In contact with Aluminized zinc steel panels. Even run -of T from copper Flashing, wiring, or tubing onto Aluminized zinc should be avoided. 2.13 SAFETY CC'.Y'•IMITMENT UNITED STRUCTURES or AMERICA has a commitment to manufacture quality building components that can be safely erected. However, the safety commitment and job site practices of the erector are beyond the control of U.5A. It Is stronely recommended that safe working conditlone and accident prevention practices be ttis top priority of any job site. Local, states, and Federal safety and health standards should always be followed to help insure worker sarety. Make certain all employees know the safest and most productive way of erecting a building. Emergency procedures should be known to all employees. Daily meetings highlighting safety procedures are also reacomnended. The use or hard hate, rubber sole shoes for roof work, proper equipment for handling) material, and sarety nets where applicable, are recommended. Pl PERMIT Job Number : 2003E� SHEET L1 of 1 PKANNER - 200�5001 ,T I F - 1 1 /27/00 10 :81 :42 AM O0 O a 10 11 r rz' paNtL I� IYX7l'-0 OUT OF STEEL/COMMON STEEL -I5'-0 COMMON STEEL/OUT OF STEEL _ v FURLIN 1QURLIN I'-2 23'-IffJ 25=(D- _ 25'-�� 25'-0.__ _ 25 -PJ -- - z�i -off 3G9'-�7 - ---- i'-2 ?1at 10 19 Q 2Cs�' IC� 1'-2 I� o Cp 12 Z3 (TYP.THIS DAY) FURLIN LAPS 4-102 i1-I �(S� MAIN FRAME RAFTER J Grr� Gicr� trw-ro lL . D5 (TYP) SECTION "A -A" C - F-3LV E2c2O v F-1 C20 zi I�FC1 \\ � 7-2 l571 q et)._ { // BPCI 72 �< 61 40 42 .9 N — zl CV O/ i N 42 (Y FURLIN LAPS 2'-IPJ 2'-Its i'-4�2 2'-ICJ 2'-10 2'-IP> 3'-14 3'-I1z a'-i(d I'_ i '-1;� I'-1 �- '( F" f ITn r XI \ i / 7-2 Ell �r-11F-11 e v _ -1 E1z� eal ^1� -z7-f----- —O- ---�72 "� �--tag �z� 4- E'�l Z4 , ECo z-� E 5 Zca ECa z7 --C E5 -� i�CQ Z7(, DO (TYFI)I E I S2-.� _ :1 _._.— — -- _T - 41 a 1 r � Z.co \ y7 %� \ X2 ryd Z� 3(oPc ` T ! z ZS—� 4' / \ z2 f" 6J jk w5 3lcPC1__ — ___-- z� _.-------%Gpd�_-- �9 at 1,=--.-----_—__ZI4._... _— r cf� / \ ct� — \ / — -- i - - --- -- -- ------------ k) Ilk`\S /Z5-�—.. 7 _ L-------- _ `- -- otJYG\ Z�`} i�i �� 42 U\ Ir ZA '` / Zr, \ 3 cV ZCs CV _—�_ Zb / Z� q 71 - — -- — - - t- Gw`' Z — \`ice '' _ __�� -- •�� - - z���...:____ Zl - -- �` i. -�� 7-2.� Zia �_ / \ — Fj 2i-3 P1 T o O C 7 - -- c� iA Q z1I -`'\ Z12. �i -- 1 zt ----- Z10 \ Z9 Z \� �. \\ ICv C� � �MN �+ Z75 Ztl z -- r - ,Z13_..__ Z'I� -- _ Z15 - --� z OP/ C14 �Np ZI n� G�i Z o Z12 `/ _ z13 - Z1� _ N — Z15 zVo - } \ r ij V A n "A"7 7B ryi / r 12 \�`c �� t z ►5 �/ 9 �� G,�-- z r 5 \ \ / / 71 _ —-L�— Z g — --- - — - - �o,� E4 Z11 ��5 zi�5—� _ E�iq ���,� _— E� 22p �� GCo z2I z73 .. - � —\� zl \4 a Zia C1 .T Z 9 _T_ z2� Zvi z 3 ---- - _-- - --- ✓Q 2 o Z11 ZI��_ Z19 Z20 2,( z2l \ / - -- - - — = �J�/ �c sfl Ira Gfl LP C;�'i \t , AD Lal 7,15 n Jl xl-1 ,.—� zis--�— _ zi9 Z20 'Z2.1 / Z22---- - E I Q E ! 1 vc E 14 ,h9 1=14 ,� E (� DG E:15 ID5 (TYF) �, \ /� XI m FURLIN LAB 2�rp. 2=10 1=42 2 10 2-10 L2110 2'I0 2' 10 1'-hl2 2' IQ 2i3 - - - �\ - �� 9 / `+ \ / 1'-2 23'-10 25'-t� 25'-P 25'-fa 25'- 25'_0 30'-0 \ / zl Ax kn IW-0 OUT OF &Mr7L/COMM0N STEEL &. - za , /R\ - z1 _ O / 5X2 1� ROOF FRAM i NC_� FLAN � O IDS (TYta) f�kC ET0R NOTE Erect steel with piece marks corresponding to location of piece marks on ** NOT 1 CUSTOMER TO PROVIDE COLORS traction drawings. Erect and plumb baye progrowvel� to inoure overall ON RETURNED DRAWINGS width and length is maintained. AUCTION HOUSE **PA EL_6** **-rF'j i** —_ **ACCk�50f�iGv* **M15G. MATERIAI—** Issue t YDescRi>�rlvN DATE -- . � �� — _ _-- --__-_------.-----___- ---__..- -- DESCRIPTION: ERECTION PLAN I'WOF-26GArr15WAZINC C-OMER-26GA/** l"K,. QTY. DESCRIPTION MK JaTY. DESCRIPTION MIS_ cn-l" DESCRIF-DTION - 4 WALL-26GAIW * * DOU, WOUT-26GA/ < A 5 3010 M IUALK DcoR (wwri-E) w/ WB,CLgvTD. HAfld=Af2E f 1 PER111T CUSTOMER: MCK.1=E CONSTRUCTION C0f4, G R-2&GA/ * * 5 ONE �-0 X 13-5 FRo%NF=P Or-NG, (FOR OHW O AS A? of QA1 STR _ - --- -- ---- -- - _ _ __----- -_.... _ __..... ... _.__--- -- - - � � iII LOCATION: SAKI=ORD, 1=!- JAMI5AF4EAD-265GA/ * * C 5-4 x 4-0 SR, NE0 U1 'NCs. (FOR GLA55 °t 51LL) 5AraE-26GA/ ** PUTER NO-: SANPORD'S AUTO DEALERS EXCHANGE RAKE-26CaA/ * * UNITED STRUCTURES OF AMERICA, INC. RAW DATE CHECK Ill ATE _ _ - - - ----- - - - - - _ _ —- - - -- -- - 1912 aucc+� i BAM 8/3/(a(Ii 9N f� �.- - 1kMTVR 1F_ GA5'1TD93 j / -(.► -pA / -- --- -- 2Qk-442-N4-1 J05 " 2t�O35 LOADS DRAWII E0 155uE 0 ... 1 covrjs PSCANNER - 26035002.TIF - 11/27/00 10:31:42 AM T, SECTION "A" Et MASONRY (NOT DY USA) V-2 51DE WALL 5HEET5 • F111 1 IA;zIrWT IiGJ (E0 x Bhp 91Y, rR I F- 24 I`lt'21 2 LLtttttt z2CF FAW is _ z,21 [�1 I QI i5- 4l1`r V i11 r dJ -7 v 18 y SAl — m IS - 5AI _ Kt '-O q 8 �. 5'-4 15'-0 0/0 STEEL ELEVATION 9 LINE 11A11 T 2 1'iI I' -I (10-W"I`xA325 W VIE f2EF. 5'tl j FOR EE32 D 24 51 F'L.1 _ 16 z 2 N2 al— : rid _ z3q -_ z3_S �- dl _ GN 4 ru w Cti3 cN2_"---------------- -- — ��}----- 1 xf 24 J jf0-1 2 16 16 V i2 � � Z�4 _ ' -HZ �3`t r 4Z - z3S -- - Z33 N2 a — �� -V z` Q CHI <= -----_—_ f------1 F --- --_-- aN3 7 4 I---- _I� ar—G�i--- _— -�I:- I tt OPEN (FOR MASONRY) OPEN MASONRYI i i v 01- I 'FOR M, EN 50NR' I) I I cy 16�� I i 16� I 1 ci I I —_ MASONRY NOT BY USA) 17.'-PJ 4'-0 — 12'-O 9'-P> 12'-ro 4'-P� 12'-p 9'-QJ 25'-O 3D'-O 25'-O 25'-PJ OF- WALL SHE= TS • FULL HI=1 IT * 3m5'-44 * — _ • 3A5'-44 * 305'-44 — --- — 24 Iro --- -HZ 7-3 G+i2. t �l: I � I .r ! •a I ! I I -- ---121-0 4'-0 , 12'-0 25'-0 _ 25'-0 31R5'-44 305'-44 IW'-O C071MON STEEL/OUT OF STEEL --- `- u ELEVATION 0 LINE IIN11 (8)`V X3 25 W4" fa {� SECTION A E1 � F2 24 I`IILI 2 5'-4 , -i Q I'-2 2(o' I I `l, Q SIDE WALL SHEETS = • RILL HEIGHT - ----_ 75'-ID O/O E ELEVATION ') LINE "TII PSCANNER - 26035003,TIF - 11/27/00 10:31:42 AM j CU e 1 _ IT +1iv are j 1a m SAI MASONRY (NOT BY USA) ?'8 5'-4 ��"g 5'-4. 6'-0 5TEEL LINE I" RAKE TRIM\ 6?--etlI1C� r J , - Pl1i ATTAc41�uT� I I MAMT WAL OJ Othffs) 5EC I} ION "All II CN0Tj:1r=E:GEE w TOP OF MA'a'ONf,>Y I5 NOT DE5IGNED TO SUPPoRrRY. CUSTOMER SHOULD DESIGN MA60NRY INDEPENDENT r ON TOP OF MASONRY. 'R' PANEL —\rI r-Sx4C Ir MASONRY (NOT RY USA) MASONRY ANCHOR i 4'-0 O/C (5Y OTHERS) '1A$O NRY SY OTHERS) SECTION IS II Is5uE REV. DE5Gf2IPTIDN DATE DEaCRIPTION: ERECTION PLAN _ PI PERMIT 9CUaTOME.R: U60 MCKEE CON5 TRUCTION - LOCATION: SANFORD, FL BUYER No.: 5ANFORDIS AUTO DEALERS EXCHANGE - - - - - -- --_ — UNITED 6TRUCTURE5 OF AMERICA, INC. raa euocfk;w. I custvrl texas ttm33 zel-.w7-esat DRAWING BY DATE CHECK BY DATE RAM &/3/00 ----- - --- — -- — 2h(7>35 LOADS DRAWI E2 ISSUE S COVER T UCI I m`r m� ca 4 o MT m r Q q' _ , - - '� �- O—_..-..-._ _- . -, mV mq NOTE! FIEJ.-D CUT PANELS i m Mp mg m�. m�, o _►A - �- in �� m'� L�01: cn�' m�' Rim, ��` �-- m�I ® � p A5 REQUIRED �' m� Il`r mtr m� tn4 �- mlm m - mom' A(-< 5HEETINC� DINE Ill' SHEETING 0 DINE bill' RlGl-4-f ENDWALL M ) CUT PANELS �UIRED ISSUE ICY. DFeCF;IPTION DA' Fl PERMIT ':7 FOR. coN5'7Iltlavo It'& VARI E 'R' WALL PANEL MASONRY (NOT IBY US, ECTION IlAll 2 MASdptiX Olt, Li�rtic p (No•r F3Y u5A) 'hR'WALL PANEL �5hl �8 4G213 1115cl' PANELIF ZLIN / i / / 21 Gel Vet» i 14) F3x4Gi2 / � z W&XIv 3xACIZ �� G}�l1 � �3�G+d l 6xZ'�GI3 31C+1t SECTION "C" AUCTION BUILDING DESCRfPTION: ERECTION PLAN CU5TOMER: MGKEE CONSTRUCTION ® e�i LOCATION: SANFORD, r-L 6UYER NO.: 5ANFORD'5 AUTO DEALERS EXCHANGE UNITED STRUCTURES OF AMERICA, INC. DRAWING DY DATE CHECK Err DATE mu fyj"lyr� BAM 5/3/00 FICUSTOR 1EXn. -r10.35 Joe a LOADS DRAtUIWs • ISSUE 'a1-.,."-ga4 T 26035 OFF rnvFn E3 0 PSCANNER - 26035004,TIF - 11/27/00 10:31:42 AM • ELEVATION 'a LINT. LEFT ENDWALL —_- 12 2 1 .9 61 .4Lio 't - Ll cv LA c" cY —1!71 � QP�'N =EOP M"a�NeY 5Hf-:--F-,rINC-a: o LINE "a" L1=F-r ENE)WALL 1 �Q A '{ I 11 II II . II NOM CEE n TOP MASONRY lv NOT Drz:GIGNED TO 51.IPi'oRr MASONRY. �CUSTC"�ERSHO�ULDE�IGN M�160NF2Y It1L7EPENI7EN"fOF CEE Y. v `-MASONRY (NOT DY U5A) NOTE! FIELD CUT PANEL-5 A5 RE=IRED 'R' PANEL " MAWNRY ANCHOR e 4'-0 O/C MY OTHERS) MASONRY (t^sY OTHERS) SECTION 11A11 118111 Raps f,4fte' Endwall Column ("Cee" OP "UP) l=rlciwall Girt-" SECTION"31' cltJr_TinNl ml III nilli - 155UE REV. IDESGRIPTIGN PATE DESCRIPTION: ERECTION PLAN --�_ PI PEiRMI'f USio ® Jill UNITED STRUCTUfRE5 OF A --ERICA, INC. M2 1"� FIGWTCt, 1F.XA611039 291-442-ga4l G1.15TOM1=R: f'iCKEE CONSTRUCTION LOCATION: SANFORD, r-L BUTER NO.- 5ANFORD'5 AUTO DEALERS EXCNAN E �P )INC.-s F3Y 5ATE CHECK Y DATE BAM S/3/OO j P- 7G - 04 — — --- - — -" - " 2�a�35 LOADS ISSUE S E CO PSCANNER - 26035005,TIF - 11/27/00 10:31:42 AM 1=-l-A F- OPEN (FOR PA55A&E) 25'-0 251-0 ---;lD,-o 100'-0 OUT GT- 5TEEI-/COMMON wEEL (F3LDG. "131") ELEVATION V LINE "C" ELEVATION a, LINE "I" LEFT ENDWALL 6HEETING; 90 LINE "I" LEFT ENDLUALL Clu 1 1-4- u r_r:[_. t L7L-LIILIX. - 1-7j / NOTEI FIELD Lir PANEL5 ' F 'E �) (�� �D A 5 �RRLZE' ; 0 U I R E P AUCTION HOUSE I PSOANNER - 26035006,TIF - 11/27/00 10:31:42 AM �jo� L PSCANNER - 26036007.TIF - 11/27/00 10:31:42 AM FIN FLOOR — ---------- l50' -0 0/0 STEEL CROSS F)r-H-C-TION �@ LINES c,39- 4 lo 10 Ill l.�tl/lwl I 1 -1 .- - 1616LIE REV. DE5CRIPTION IDATE'5�'4� DE5CRIPTION: ERECTION PLAN PI F-EfRt-ilT CU16TOMER-. NICKEL CON5TRUCTION 'a LOCATION: 5ANFORD, FL MTERNC-. -.5ANFOR015 AUTO DEALER5 EXCHANGE . ..... UNITED 5TRUCTURE5 Cr- AMERICA, INC, r9v Mtmw-m. DRAWING BY DATE CHECK BY DATE BAM &/3/00 261-442-Ea4l Joe 0 20035LOAISa DRAWING --%F-E-co—vr-R Ero IZ 2 .Isar weeewms.®w�wmw PSCANNER - 26036008.TIF - 11/27/00 10:31:42 AM Ia0'-O 0/0 6TEEL LNE 11 V-1D V-cl E, I - J AUCTION k0l-1917 1562UE REV. Dr--SX;RIPTICH DATE DE5CRIPTIaN. ERECTION PLAN PERMIT U 09,OALiii CUSTOMER.- MCKEE CONSTRUCTION LOCATION- 5ANFOF;ZV, FL --Pl PA- o"ern,(04-4 � a _ a UNITED 5TRUCTURZ-5 OF ANFRIC:A, INC. t9a fx*cf�f BUYER NO.: 5ANFORD-5 AUTO Dr=,41-ER5 EXCHANGE DRAWING FBY BAH DATE 5/3/00 CHECK E3Y 5A--T-E jaf3 0 26035 LOADS DRAWINGISSUi 52 2 El 12 2 F------ V_tl H A 5, -9 NN_ PLOOR 8 IV-31 +/- CLEAR 20'-0 OUT OF STEEL/COMMON STEEL (5LDC-;. 'Bl") 53'-51 +/- CLEAR roO'-O OUT OF COMMON STEEL/ STEEL 'B") c b CROSS SE CT I ON 160 LINE I1 )' I (AS NOTE -HID) NOTE: SEE E9 FOI"R CROSS SECTION OF RACK 51PEWALL Q LINE "I" • Ij I PSCANNER - 26035009.TIF - 11/27/00 10:31:42 AM I 31-3rg 1 53'-51 +/- CLEAR �O'-O OUT OF 5TEEL/COMt-ION STEED, (F.,LDC.T. (11511) CROSS SECTION @ UNE ''I'' (A-S NOTED) SEE E& FOR CRO56 SECTION OF FRONT 50FLUALL tv LINE =�"]Tll IF25UE REV. I7E6CRIPTION DArE rr D LIN 7- DESCRIPTION: ERECTION PLAN FI PERMIT UNITEID STFUICTURV& 0V AMERICA, INC. W;lFA*CJ-"0' "OLMWK MXAST103s CUSTOMER. MCKEE CON5TfZJCTIOK LOCATION. SANFORD, r-L 15UYER NO.: 5ANFORD-5 AUTO DEALFIR5 EXCHANGF DRAWING f3Y C5 DATE 5-10-2000 CHFCr, BY DATE Jam 0 2(0035 LOADS DRAWING• Issue 1 — — i W—c- 02 -V L 2— Ecj 0 PSCANNER - 26035010,TIF 11/27/00 10:31:42 AM 2 12 ------------ 41 11" A325 DrJITS (V CONNECTION M A326 5OLT5 (Y' CONNECTION IR) W VO x 2" A325 50LT6 (V CONNECTION M) '—(4) V-0 x 2" A325 E3QLT5 (Y' M) C4:;WrzCTI(:)N Lu 01 ILI No - LANGF O 51DE OF I-IA50NRY WALL (NOT 5Y U-&-A-) Wpl� I9'-31 +/- CLEAR 52'-51 +/- CLEAR 20'-0 CUT OF STEEl-/C0Mt-l0N STEEL (5LTDG;. 6,0'-0 OUT OF COMMON 6TEEL/ 5TEEL CfROSS SECTION la LINES 11211 THRU 1171 11 (/--V.' -NOTED) NOTE: $EE Ell FOR CR065 5ECTION OF 5ACK 51DEWALL 'a UNE6 11211 - "I" AUCTION HCU5E 1e6UE REV. DE5CRIPTIGN DATE vc)izecRip-rION. ERECTION PLAN P1 PERMIT CU5TOMER-. MCKEE CONSTRUCTION LOCATION. SANF0jklD, FL BUYER NO.: 5ANFORD-5 AUTO DEALER5 EXCHANGE UNITED &TMCTUIRE6 OF AMERICA INC. DRAWING 13Y DATE CHECK 15T PATE rm euwmocwh CF3 -1-10-2000 IR bl, ll-S4-00 UKAMIC^ j�U I WZYJ J015 0 LOADS DRAMMI 11 166ur .181-442-M4l 26035 ASKe--nlj=fp Flo P$QANNER - 20055011,TIF 11/27/00 10�31:42 AM 0 r- 31-S)a� L 52'-54 +/- CLEAR roO'-O OUT OF 5 L/COn-10N 5TEEL 05LpG- 115") C 055 SECTION.. �@ LINES 11211 7 Hi U 'IT (AS NCB I f 1-D) 5Et E10 FOR CRO56 5ECTION OF 1::RON"r 51DEU1ALL f,) LINE5 "2" - AUCTION HOUSE ISSUE FAY. DEBGRIi'TiON PATE 4 p)=5C} (prION: ERECTION PLAN _ 1�1 PERMIT Uo !;to & UNITED 5TRUCTURE6 or- AMERICA, INC. mu OUSC44" iwUmTcr- 42-62 „ass aai-,ns.aaa, CU5T01-iER: MCKEE CONSTRUCTION LOCATION: SANFORD, FL 1BUYER No.: SANFORD'S AUTO DEALERS EXCHANGE ---_ _— _— -- DRAWING E3Y CO DATE 8-10-2000 CHECK 6YJ DATE //-n -OCR --- ---- _— Joe a 26035 L.OAD6 DRAWIWz • 166UE . 6 co Ell K c PSCANNER - 26035012,TIF - 11/27/00 10:31:42 AM Frame ,. \ a Additional �'—f \\ Fing.l3rc. (IF Read) v a4C Of Fro Dolts d fvsr. Goss Section KRLIN LAP5 (a 5olts. Add 1 addluonal per fkig. br(;) Eave Strut all Strut Purlin R (if "tared) t CL23 (6) Ilex 1111 M5. _ �% Frame LOW SAYE STRUT CONNECTION WITH CL23 STIFFENER PLATE Field Drill Eave Struts 0 0 II a Frame CL23 SECTION "A" (65 5HN) SECTION 1311(OPP. +AND.) Flange r5race9/ Main Frame (As i*',j d) interior Column 0 O 0 0 0 0 0 0 5tdewa 11 Girt side I1 (`irt La As I'd) 5teel Line Sat Dimension int Frame INTERIOR COLUMN_ Endwall Cslrt,,� Io --QI C N Hot rolled EEndwa I I tt COlumn(i~fK-EW5_) [(y Endwall r%Irt _End Baiter Endwall Steel Line NOT ROLLED ENIDU)ALL_t:.OLUMN (5HOrRT GIRT CLIP CONDITION) IJJ( End Ralter d (I�Cee or IIII CII, (4)'zhx 114' 0 2 i l�G N{ Et325 Bolks-= Endwa11 Column a. "lull) Endwall Girt ~SEARING END FRAME PLUM ENDWALL Cable Fface Flillelcde waaF�\ Eye Bolt Flat Ukae#>fs Fiat Nslt - � , lUeb Of Rams CABLE BRACE TO FRAME DETAIL NOTE: tlse A ?advp Plate "e` Tile Hillside Wtisher For Cold Form Members. Inside Closure Manb r Screws At 6" Gh Center f Stitch( Screws _ At 6' On Cents, ROOF Pare Panel Cap Trim Menba' Gam (h1K-ET02) (V At 12' On Coder Gutux NK-EGJ) Eave Strut Onside Glostue 4 5titc}h Wen At 24" Lkl Ceuta Wall Panel LOW PAYE DETAIL WITH r_AYE GUTTER (CKETE7 51DEWALL) Ir>side Clvstre 4" Member Screws at 6" � Center 5utcih 5(xews at 6" On Cerlta - LRoof Panel 41%ber Screws At 24" Gil Coder C-Arav (NY-ECs__.) Eave Scut Eave Spacer (hi: E60U IIX LOW LEAVE DETAIL WITH SAVE GUTTER (OFETi WEWALU Steel L Endwa I l Girt--, Main Frame Corner Column W C 4t, 4 O - � v? 0 0 Endwall L 5idewall 5teel Line Girt 1'-2 End Frame CORNER COLUMN SAVE 5TRJT NVO x IV M5. AT 5Y-FRAMED aIDEWALL Inside Closure Merrlber Screws 0 6"o c• Vari, Roof Panel � r Eave Strut Wall Panel Masonry Wall - (Not By USA) Gutter Strad (SG01) 0 4 —0 a.c. -j Eave Gutter Eave Angle (SA8) ��F,,CTFJi f,IOT�• LOW SAVE UY MA50NRY IUALL g,4 579' Wall Panel Member Screw At 12" oc. Masonry Flas#hN MI (�y Others( OPN EQRjtA _S )qRY (WITH BASE CHANNEL) Z� 2x2xi6C�ra. RAKE TRiM\ ShEeurxo Anel � �!I Stitch 54, m At 1 / 20 On Center ATTACHMENTZ / L"R" Panel Corner Trim rrlr.-oral) OUTSIDE COAN�EtR DETAIL I iRll I pR(-"��l-L STEEL LINE id SELF TAP 111s .i PURLINZ NA50NRY IVAL� (13y Ot as)NO'rE-. All masonry trim is optional and trust be specifically priced and noted on the work order_ RAKE [XIAL lUf H MA50NRY Pop Rivet paux� pout _ Downspout Strap D0015POUT 5TRAP ATTACHMENT Gutter Strap (MK-5601) — At 4'-0" On Center For EGOI Stitch Screw At 3'-0' O Center For EGM POP Rivet Gutter Member 24" an ( Eave Spacer (MK-E50B Downspout Strap\ (MK-DT__) x Ea i Pop Rivet —I-- Splice -� (if ",d) r Lap 2" (Typ) hulk And Pop fi ivek 1 / Gutter Field Pend Gutter Tabs Into Daampout Downspout Pop Rivet DOIN5POU1` TO GUTTER DETAIL Gutter crewa At inter Field Cut Gutter Strut With X" Pattern SECTION "A" Finished Floor DOtNSf[_DETAIL AT OPEN WALL D.5.5TRAP QUANTITY AYE HEiGFTF QUANTITY 10'-0 2 12'-0 2 14'-0 2 f6'-0 2 20'-0 2 25'-0 3 Pop Rivet Xk Pop Rivet Douxlspout powrutpout Downspout Strap Downspout Strap "R" Panel "A" Panel R" PANEL WALL 'A' PANEL WALL p01J.N6PO,IT STRAP ATTACI-M)^NT Gutter 5trap (t K-5G01) — At 4'-0" On Center For EG01 5titch Screw At YV On Center For EG02 Pop Rivet Downspout Stra Pop Rivet- 5plice (IF Rey'dl La 1�" Typ) Cauk And Pop Rivet 1 / Cutts Field Pend Gutter / "A" Tabs Into Doumpout ponunspout Pop Rivet POtNSPOIT TO GUMPETAILTo C�tf���TAIL Eave Strut Field Cut Gu With X" Pat —.. Wall Panel Girt Nw Trim KOO (1"ilC-pS ) Base Charnel —Masonry Wall (not by UhA) VLZ1I. Finigied Floor 06.Kickout (Install I1,1/2 Pop Rivits on 3 5ides) U DOWNSPOUT DETAIL AT 5HEETED WALL ROOF 5HEETfNCs MR:LIN TAPE SEALER 6CtE1.115 a 12" O_C. RAKI ANCaLE (A4x2x*GA) RAKE TRIM °eCREIIZ a 12" O.C. OUTSIDE FILLER: STRIP CONNECTION E31RACKET (CLI9) (4) 7 Ox4" A325 DOLTS (4) �"Fxi l' A325 DOLT5 MF, RAFTER ENDWALL COLUMN (5HAPE VARIES) ENDWALL SHEETING 6ECTIGN "A" PA 51PAP QJATITITY AYE HEIGHT aWnllf IV'-0 1 2 14'-0 2 46'-0 2 20'-0 2 25'-0 3 - SECTION THRU fP,4_ <E WITH MAIN ENID FRAME (NOT AT PEAK) AUCTION HOUSE 0- ENER2 AL NOTE5 1. ALL 5OL'rS ARE 1/2" DIA, x 1" MACHINE 15OLT5 UNLE55 NOTED. PSCANNER - 26035013.TIF - 11/27/00 10:31:42 AM Pop Wve Pop RIv La 2" lTypl Caul; bald Pop Rivet P Dotapou Doumspou Downspout Stra Downspout 5trap/ _ �J 'R' Panel "A" Pancl­- ✓ "A" Field Eerld Gutter/ "R" PANEL WALL "A" PANEL WALL Tabs Into DoitOpmt ---Downspout. DOU,N51POUT 5TRAP ATTACHMENT Pop Rive Gutter Strap (MK-SWU At 4'-0' On Center For EG01 Skltch $craw 001u T TO T DETAIL At 34" On Center For ECO2 Pop Rivet Guth / Eave Strut Dowrspout 6tra Field Cut Gutter / With X" Pattem 1 Pop Rlvek ' SECTION"A" Girt splice Wall Panel Dawnepou (NK-DS-_) Base Angle Finir>heci Floor D.S. Kic"t :o:...�.''6 ' (lrlstall UW Pop Rivits (xi 3 Sides) QM5POUT DETAIL AT SHEETED WALL WALL PANEL- WEt-0 Mtn GIRT - DOOR HEADE1 HEAD TRIM-DH0i- (A1TACt4 0.Dri°LAW M 1' W,WS • 13' 01W DOOR LEA END OF (FIELD JAMB PANEL) 4" STRAP QtIANTiTY SAYE NEIGH QIIANTI 10'-0 2 12'-0 2 W-0_ 2 i6'-0 2 _ 20'-0 2 _ 15'-0 3 ��itAltAflGh! r'f37C�Lt� tI L Race Erad a«ivJn and larix an not euface (tloa) ulUt 12, docr akie ip. rotall bolta and nde cvnctNtg head to Jonas. pe am tint triad is tW to ,!sobs Ito that the K'om door cf- "9 k cbtakted. 2. h1afl ciaor !ear n rrat' , (txeck ra Ua' clearance at —m road arcs 3)32' cbararca at Wilke Jarb. 1 3. Tilt Lp"antics dmai2N and ardor jarb to Tloa. m Pi t t" jarb and aeamb4 Held cut cfrta It ro+k%l. 4 hxi>or head aed eulkix yt to WIdN etrlrcl rVor 11 a and entire IYm1w to panel "a !Heil add (mtall optrcnal SECTION 4 ,}r"ho{d anclur IT dotted ketaU }atb atmIc m (Ir reet'd). 5. ItMall kx*a kiMaA (cptk al) readmIrrp, head verbs fhL Actluet ao 021, vNyl jet ecntacts door u6m In On Clow poems,. Do not ram viyf ayaknt door Ore do �e I , Wm hwNe With u>9 W dIrg and sal not"thl JAM13 TO EAVE 5TRliT wall Baal SECTION JAMB CONNECTION WALL PANEL HEADER,,,, \ °° MEMEER. SCREWS is 12" GN CENTER \ DOOR HEAD TRWOHOU (ATTACH 04 PLAN \ POP R1Yt T5 s 12"o/c) ATTACH TO i P PAGE GF Gil 11F1tDE V R uV F17P R1YET5 a ,a 2424" P.C. SECTION THRU HEADER 414 FOR 6x4C 2 4 FOR Bx15G 3'-9 GIRT � ATTACH WITH (2) 1`11EMMR "EWIS (FIELD CUT GIRT) DOOR JAMB' 1211 1211 12 1 j 9 11" 2 12 I( I. 91s" 2 1� I� F Izn 1 MEM5ER SCREW LQCA"LION Detail"A'-' \­— (ALL MEMDER5 EXCEPT A5 NOTED) 12" 1211 12" 2 121 . i" 212`�2 1�1 . IA 120 121 1" 2 12" MEMBER SCIRM L.00ArION Detail" (PEAK PUKIN, EAVE STRUT, AND PANEL END LAPS) Stitch 5aam At Cordimuzw Tape 5eaier 20' CAi Canter-- Vx�' (&tandard) 1"x 33�11 (Opti(nal) i �"- Extended Lee On "PPJR" Panel Only DETAIL "All Member Screws -___ Roof Continuous Tape Seale/ 38 "x-1 " (standard)32 l"x ��" (OptionaU Flulin NOTE! 5CREW PATTERN5 51-10A 5AT15FY UL.-90 REQUIREMENT5 FOR ROOK Be Spedi'led On Order) SECTION THW PEAK F'URLIN AND PANEL END LAPS 1'P5R1' AND" R" PANEL ROOF Tic DJ(A (ATrAC4.1 U.V (rl-AIW JAMP> POT'RIV,1e • 12' O,r) ("A" 1,44EL) S)=GTION ' B" JXEI JAMB EXTENSIGN 0) FIELD CUT FIELD CUT ' IRT tfa Q __GIRT ® t, Bn — - t- m — - FiN. FLOOR h 1 1N FLOOR c(1 : AS REQ'D Wl1 ? A5 REQ'D. AS REQVD 301 > AS REQ'D. "(401 ) !'(401 ) (6010) (60'10) FOR FIELD LOCATED LUALK DOOR 3'-5 1 SUFfLIED ONLY WHEN REQUIRED BY DESIGN OR PER UR)EY. ORDER. UJALK DOOR FOR 3010, 4010, 4 6010 ONLY EAVE STW FRACE ANG-1 ft Yx2&60) (AT JAMB TO E.5. LOCATM MY) (2) MEMBER .---- __-(2)121/ 1'41.113. (FIELD DRILL EACE 51MT OR ___.._" DODR J41B-- DOO JAi3 TRIM (ATTACH UT PGP RlVET5 5ECTIGN THRU JAMB ("A' ML %Mf T-,11 OANE Q "R" PANEL) -r,l'PIGAL DETAILS AT rRAMED OPENING MEi'1P,ER SCIKub (PLAIN) WALL PANEL t" PANEL SHO V iNH (T"GUT TO MhTCIl (AMTPJ h1ALl_4 rA%E VE SAYE 01IN 4 RAKE TRWSITION (UP TO 40 ILMM 2:21d70F XOM POP RIYEr FIELD CUT LEG AS SHGV.N FURL IN (13Y U.5A.) CLIP ANGLE, 5O[_T$, HANGER, ETC- 13Y OTHERS __/ cce.ptable Connection Pctall Drilltn2 or holey it, rlangeo or purlins Is atructurally dcstrlmental to the member. Any collate-rol loads, which are- included in the purlin design loads, arc to be attached by comectton directly to the -web only -- _f"Ield Mcdiflcatiana_- Warning_ ReF. Cover sheet LI para2raph 2.11 FURL IN MRLIN G-CLAMP ALl_-THREAD ROD Flange C-Clamp In not Connection through the Lin acceptable ccnncctfcn flange is not acceptable AnACHMEN-r or 5U5PENDEED ITEMS (51' OTHERS) — 15SUE REV, DE5CidIPTI0N DA Pi PERT" IT cullditx-j ACTT Eave &trots lit _ cj (4)1 Ik1 A325 Solt. slain Frame jll II �� l3uildirlj T petail 'A' Portal Prace First Palm Strut Portal From If Portal �I Frame ECTION 11 61 Main Frame Rafter Main Frame Coltmin r,f �r'-O O.C. Nain Frame III11�14j Columin 6 Portal Frame ILLE >~ o DETAIL'' All 6ECTION"C1 1 (( _ 12" 12" _ 12" I. 10" .2" . 1DJ" .2" T. 10° 211 MEMBER SCREW LOCATION Detail 115" (2) 5cr%5 Detween Dace (ALL MEMDER52 Member And T-31)' Girt. (1) Sceel Between All Ogler Member$. And (1) Screw At All Member Locations, Stitch 5crew5 DETAIL It. 511 IR11 PANEL WALL AUCTION HOU9F_ DESCRIPTION: ERECTION PLAN CUSTOMER: MCKEE CONSTRUCTION LOCATION: SANPORD, FL 15UYFR NO.. SANi=ORD 15 AUTO DEALERS EXCHANa UNITED STRUCTURES OF AMERiCA, INC. DRAWING BY DATE CHECK BY DATE MU �,C(t0tk;o BAiri 8/10/0 U (ICUBTOK IPXM 110135 JOB 0 LOADS DRAUJING " 186UE 201-442-0241 2 / m� KJ X/ aGt= rnvt~ca 5T2 01= 2 PSCANNER - 26035014,TIF - 11/27/00 101311:42 AM (D G 100'-0 0/05TEEL (BLIDG'S "B" 4 "5111) 1'-2 1 23'-10 I 2b'-O 25'.-0 251-0 215'-0 IS 26036015.TIF - 11/27/00 10:31:42 AM 105 e @ 0 I5'-0 0/0 5TEEL (5LDGi. "All) -2 10 11-2 A-10 r1. '-0 -- --p 2 2 2J 22 0 "3 710' l 2 2 E -5 1.4 IPT IP 2 r�2 2 �� �1 2 r- Tv Gt G G A cs -A 51-4 N G cz '�7 0 cs -4 4 42 42' 42 (TYf-.) — S—�7 -A ca C, K ILI o 4 2 ;17 1 42,4 42 42 (TYf:,.) c- C, N 7` Cad _ter N `7 51-4 Nvn CA —p5 14 -0 rz ANCHOR 5OLT SF-TTING; PL/--\N iswt: fRv;v.DE5cRiFrf0N [DATE DE6CRIFTiON: ANCHOR BOLT 6ET PIPER-11T A 01 @I Eel I &I AUCTION 14QU5E , w 0 8 2 - 4110 ANCHOR B01-T5 5ASE TYPE "All 6f 24"' ANCHOR 7BOLTv i A6F— T f �f—: III II STEEL LINE 15A6E TRIM E5A E CHANNEL (MFOI) x M,AB0 R,Y WALL (NOT E3Y U.5A) 2 - I"A ANCHOR BOLTS 5AJH. TYPE 11511 ENDWALL 5TEEL LINE 2 2-%" ANCHOR BOLTS BASE TYPE Hill TRICK LEI?GE 6" FIN. FLOOR (AS R�QVJ ' FIN. FLOOR � (J L—LE L"A IL 5F_C`rION SECTION 4-1 "' ANCHOR 5OLT5 4-j" ANCHOR 15OLT6 5ASE TTI E IIl/ it =L �60NR OT 5Y SECTION I'C" FIN_ FL —J 4-j".0 ANCHOR B0LT5 5AaE -r T PE HID I1 CTION 11D" 1- - f3 2-1" ANCHOR r3oLT5 SECTION ''Ell 4-%" 13 ANCHOR BOLTS BASE -ryFE 'IF-" 4-�"° ANCHOR BOLTS 5A&E -rTT=E lIr_nii STEEL _LINE .0 O'-Il I-145ONRY uJALI_ (NOT DY U.S.A.) FIN_ FLOOR r; 1 a RAMP (IF REQV) SECTION ''P-1I 2-I2"° ANCHOR BOLTS aASE T�-FIIG II 2 - Y"' ANCHOR BOLTS 5A5E -rYFfE IIRII STEEL LINE BRIM LEVIG IMA5E CHANNEL (RAMSET) (Asa oa FIN. FLOOR sEc-rION 11<11 AUCTION HOU5E f55UE REV. GE5Cf?IF'TION DACE PF-SCRIP-I ION: ERECTION PLAN Fl PERMIT Z U S;f UNITED BTRUCTUREB OF Af (ERICA, INC. taupxlecf FtGMTONt TBxna „oaa sal_-M-Ma, CU5TOMER: MCKEE CONSTRUCTION LOCATION: SANFORD, FL BUTER NQ.: SANFORD'S AUTO DEALER5 EXCHANGrm _ Cd�/STlZVG �1a'-�_ }-- iN -_----- - - DRAWING, E3Y CB DATE 0-I0-20001 CHECK BY DATE 7_DD — — _ JOR " 2603 LOAi�S DRAWING 155UE Q s CD F2 OF 3 PSCANNER - 26035016.TIF - 11/27/00 10:31:42 AM A T �,.6(` 0.01' 0.01, 6 bw -a•- -v Io.-gI- I I to,01- DL+LL 0.01" O.OK y Pj- 4WL L OD", O.mK p +WL NiAIN FRAME REACTIONN5 fo LINE "II" Oa BLDG. "A") A T 12.9K O.OK K O.O12.9K 17, i,K 18.IK 10.1K 15.0K PL + L 113K O.OK O.OK a.F>K l 0 K ��� } 15.4- K T � 8.0 K � 1018 K p +U1 L, 5.(O K O.OK O.OK 113K -- t- -NJ- -I- -Io- 16 IIf 4 K� 5.0K 18.4K 14.4K DJ.-)I MAIN FRAME REACTION5 � LINE5 , "9I 4 1110" (,a 1...rL3G. "All) ll) The Anchor Bolt D tale shown on this drawing locate the Anchor Bolts In reference to both the Buildirxg Steel Line and the outelde of U.6A's SW;ECjE6TEQ panel reaeae of 1-1/211. United Structures of America Is responelbla for the deelgn or the antler bolt to permit the transfer of forces between the base plate and the anchor bolt in *hear, bearing, and tension, but Ie not responsibla for the transfer of anchor bolt forces to the concrete or the adequacy of the anchor bolt in relation to the concrete- Unlaes otherwise provided in the Order Document*, United Structures of America dove not deelgn and is not responsible for the design, material, and conatruction of the foundation or foundation embedments. The End Use Guetomer should aseure himsalf that adequate ovi*loris are made in the foundation design for foods hnpoded by co urn reactions of the building other imposed loads, and bearing capacity of the doll and other conditions of the building elte. It is recommended that the ancirxage and foundation of the building be designed by a Metered Profseetonal Engineer exparlanced In Uhe deelgn of such etructures. (Section AiO MBMA W6 Low rose £3ullding Syetame Manual) Bottom of all Base Plates are at the some eiavation. (UNLE55 NOTED) ==r= DL+LL - ` DL+WL H� ._ �` H+ate H+� H+_ V+t I V+ V+t t V+ ALL REACTIONS) IN <iFS PSCANNER - 26035017,TIF - 11/27/00 10:31:42 AM LUiNDK PORTAL FRAME REACTION DL + LL V= 2.0 K DL + WL % + V= 0.0 K H= &.OK MAX. E.W. COLUMN RI=ACTION AT BEARING FRAME (a PLDC. "A", LINE I'11") pL + LL V= 5.0 K DL+WL j' V= 10K H= r0_0K MAX. E.W. COLUMN REACTION AT E5EARING FRAME 0a BLDG. "A" LINE 11511) NOTE: 61-IEAR AW-41-E5 AND/OR ANC TIES ARE NOT FURNI5HED i5Y U.S.A. LOADING LINEAX ST H F V 3_3K a:3� 9.4K� ILL +l_L • � K 0. r- 6 K 10-� K 0A I- K 5.i'K tZ.R 2 DL-IWLR MAIN FRAME IREACTION15 9LINE "1" C a F3LF-)G;. "P3") UJiN1"�r 2.2K 2.2 K n 3 r 3 4K PORTAL FRAME REAC; LION (BLDG. "B") ' ILL- + L_I- I v= 1.0 DL + U1L V= 0.0 K K 20,3K� (-TAX_-.W_COLUi~M REACTION AT BEARING FRAME DL+u Ca k LDS. lift " LiNE "I") LOADING LINE ANCHOR E30LT TDE AIDP ct t A 1 AD AFC --- - E�11 i1301 ILIA. QTY. I_ _- G T AX I S H V - _ L _ `T - WAv1-IER -- - (i3Y U.5-A.) irnirnrri I ASTN - A36 '-NUT A, - 1/2" 12 b _ a rm t I� Hu r 6 1 1/4 - - - rI) J/g" 22 -�i-J �� -31, ` hit - -- Y� 3/4" -- 13a --- 1 - -- 3" - 311 --- - -- An-YT I" - i2-- ---j�,l t-z-- 311 31-- m 1 1/4" 31. 411 ANCHOR BOLTS (F3Y L E%'2 (j} 1 1/2" � t„, 14•3x 20.7 ki D L 4 L L �2o.7t •Ors �L 21$k -� f DL�OLL 0� DL+W1-12 21.4k PROD_ 1158UE I IPEV. DESCRIPTION I, A/PI APPV'L./PERMIT 2" p _ fo�ZgelG�� "_ _ _ 4�_�o7�n 4 n UNITED 5TRUCTURE5 OF AMERiCA, INC. mr2 e�R;i-K�� FfOU9TON, Tf:JCA9 T1033 E C 0.0 K O.OK -+d- -0- 3.0K� 2-1K DL+LL 0.0 K 03K -Bl-- -- i2K� IaK DL+LULL 0.0 K O3K K 1 1 DL+WLR MAIN FRAME REACTION m LINES "I" Ca PLDG. 151") C O.OK O_O K r02K� � 5.9K DL+LL WOK 0-1K am 3.1Ki 33K ��11 DL+UILL O.OK K 3.1 K 3.3 K DL+LULR MAIN FRAME REACTIONS -6 LINES "2" - "T' (a 5LDG. IIE5111) AUCTION HOU5E PESCRIPTiON: ANCHOR E50LT SETTING PLAN CU5TOMER: MCKEE CONSTRUCTION 1 LOCATION. 5ANFORDFL 5UYER NO.: 5ANFORD15 AUTO DEALER5 EXCHANGE F2AAWINC.s 13Y DATE CHECK ESY DATE C15 a-10-2000 - -60 J0E3 " LOA05 OftAWING • 15SUE 26035 SEE °Ll" F3 OF 3 T SANFORD FIRE DEPARTMENT FIRE PRE VENTIONDIVISION 300 N. Park Ave. Sanford, Ff. 32771 / P.O. Box 1788, Sanford, Ff. 32772 (407) 302-1022 (407) 330-5677 FAX Pager 407-444-3180 Plans Review Sheet Date: 10/12/00 Business Address: 2851 Jewitt Lane Occ. Ch. 24 / 26 Business Name: Sanford Auto Auction / ShowTime Invest.Ph. Contractor: McKee Const. Reviewed [ ] Reviewed with comment Ph. (407) 323-1150 [ X ] Rejected [ Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: Sprinkler plans to be submitted for review, permitting, and inspections. If separate certified contractor does underground fireline, plans to be submitted for review, permitting, and inspections. Letter from Engineer of Record needs to be submitted with sprinkler plans that system meets design criteria. Fire Alarm plans to be submitted for review, permitting, and inspections. (See notes below) 1.1 Application — New Buildings, Type IV Const., 28,150 sf total (Bldg. IA —11,250 s.i, Bldg. 1B—10,800 s.£, Bldg. 42 —3100 s.£, Bldg.#3 —3000 s.f.) 1.2 Mixed — Mercantile / Business 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Mercantile `B" / Business 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify (not fully noted on plans) 2.10 Marking of Means of Egress — O.K.: will field verify (not filly noted on plans) 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" 3.4 Detection, Alarm and Communications Systems — as per NFPA 72 3.5 Extinguishing Requirements — as per NFPA 10 & LSC 24-3.5.3 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Required; also see 3.5 above Monitoring: Required by a U.L. listed Central Station for all mandated fire sprinklered properties Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — Required; will field verify 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify W. 3. CD C-1- 0 0 0 a M 0 _ 0 1-1- rV w 0 ru tt W rn fV 0 0 0 I- C) C o� H _ n 0 Q 0 -n r- No - r PARTMON SCHEDULE MARK ASSEMBLY DESCRIPTION TH9 HEIGHT REMARKS 3?B" METAL STUDS @ 16" O.C. WITH I ONE (1) LAYER %" TYPE "X' GYPSUM WALLBOARD ON EACH SIDE WITH 3V2' SOUND ATTENUATION BLANKETS 4 , TO 6° ABOVE THE FINISH CEILING 6" METAL STUDS @ 16" O.C. WITH a ONE (1) LAYER %` TYPE 'X' GYPSUM WALLBOARD ON EACH SIDE WITH 3V2' SOUND ATTENUATION BLANKETS i " 7V4 TO 6" ABOVE THE FINISH CELING 37a" METAL STUDS @ 16" O.C. WITH 3 � ONE (1) LAYER V TYPE 'X" GYPSUM WALLBOARD ON EACH SIDE 4�„ TO 6" ABOVE THE FINISH CEILING JV METAL STUDS @ 16" O.C. WITH ® ONE (1) LAYER %" TYPE "X' GYPSUM WALLBOARD ON EACH SIDE 4a" SEE MILLWORK DETAILS FOR HEIGHTS 3Ya" METAL STUDS @ 16" O.C. WITH 0 ONE (1) LAYER Ye" TYPE 'X' GYPSUM WALLBOARD ON EACH SIDE 4ye° TO BOTTOM OF ROOF DECK 3V METAL STUDS @ 16" O.C. WITH 6 ONE (1) LAYER 7a" TYPE 'X' GYPSUM WALLBOARD ON EACH SIDE 4;;" TO BOTTOM OF ROOF DECK 3'/z" SOUND TION BLANKETS Ir ATION PANEL 3�" METAL STUDS @ 16" O,C, W/4'X8' WALL PANELS BOTH SIDES - FROM BO M OF ROOF DECK TO IO"-O" A.P.F.ACOUSTIC �f 8" CMU PARTITION OO OO ® ONE (1) LAYER 7," GYPSUM WALLBOARD ON 178 PAINTED CMU, OTHER SIDE 9 " TO BOTTOM OF I HOUR FIRE -RATED C�(E ORAL. RTMON_ NOTES: W I, Y ALL W FIrJISE tE H SGFI E. 2. ! 11-t. PENETRATIONS THROUGH FIRE RATED PARTITION E PROTECTED TO MAIM '1' t11 FIRE PATIMG. 3, l)SE WATER RESISTANT GYPSUM BOARD IN ALL RESTROOMS, JANITORS ROON5 &FOOD SERVICE AREAS. 4. PROVIDE STUDS OF SUFFICIENT GAGE FOP PARTITION) HEIGHT PER MANUFACTURER'S REQUIREMENTS, 5. AT MULTIPLE LAYER WALLS CAULK BET#. METAL STUD & GYPSUM BOARD. PROVIDE NEOPRENE BETWEEN 01,IE TRACK & FLOOR. 6. PROVIDE CONTINUOUS BEAD OF CAULK AT PERIMETER OF OUTER LAYER OF GYPSUM BOARD. 7. PROVIDE 6" BATT INSULATION) ABOVE ALL ACOUSTICAL AND HARD CEILINGS IH ALL BUILDINGS 8. PROVIDE I" RIGID INSULATION ALL EXTERIOR WALLS RECEIVING DRYWALL 9. PROVIDE AND INSTALL BATT INSULATION ALL EXTERIOR STUD WALLS DRQWNG SYMBOL LEGEND DETAIL 111M6EP Aji^4 THRU BUILDING SECTION _ _._ - LINES OF CEILING CHANGES -4 -4 ( SOFFITS, OVERHANGS ETC.) SHEET MAE APPEARS ON CC;'. UNN GRID REFERENCE L� FULL WALL SECTION -4 (1� � PARTIAL_ SECTION TI-101 DOOr? NUMBER DETAIL OR ENLARGED PLAN REFERENCE 4 A5 2 IN '-PRIOR ELEVATION �....� 3 PARTITION TYPE SEE SCHEDULE THIS SHEET 2 REVISION NOTES 1. THESE BUILDINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH SECTION 1606 OF THE I1q7 STANDARD BUILDING CODE FOR 100 MPH WIND LOADS. 2. INTERIOR WALL AND CEILING FINISH. INTERIOR WALL AND CEILING FINISH COMPLYING WITH 6-5.5 (LIFE SAFETY) (UPE SAFETY) SHALL BE CLASS A, CLASS B, OR CLASS C IN STORAGE AREAS; AND INTERIOR WAIL AND CEILING FINISH SHALL % REQUIRED BY 5-1.4 IN EXIT ENCLOSURES. TABLE A-6--5.2 NFPA / PER SBC -- CHAPTER 8: TABLE 803.3 MINIMUM INTERIOR FINISH CLASSIFICATION FOR STORAGE, SPRINKLERED SHALL BE CLASS C FOP.. EXITS, EXIT ACCESS AND OTHER SPACES 0(-'CLJPANCY: GROUP B - B(UgNESS (PER SBC Ig97 EDITION, ROTES BUILDING BUILDING #1A\ #1B p OFFICE SECTIONI AUCTION DRWE-71RU SECTION 1 I, ` 50 SCE, o S-Q-- FT. FTa BUILDyG BUILDING #2 #2 - REGSTRAION BI1,Dt4G o II>TF�I�� REGISTRATION [BUILDING m C'CWEfRiED lFf 00 21500 Spa SQ, Flo F` . BUILDING #3 - MAINTENANCE BUILDING 3,000 SQ. FT._ BUILDING #4 o GUARD SL-IAcCIS 112 50, FTa ADD"L. ADDITIONAL BTM. BOTTOM PIA. DIAMETER EXH. EXHAUST GALV, GALVANIZED INT. INTERIOR A.F.F. ABOVE FINISH FLOOR BLDG. BUILDING DIM. DIMENSION EXIST. EXISTING GA. GAUGE A.F.G. ABOVE FINISH GRADE B.U.R. BUILT tip ROOF DR. DOOR E.J. EXPANSION JOINT G,C. GENERAL CONTRACTOR JT. JOINT A.C.T. ACOUSTICAL CEILING TILE UN. DOWN EXT. EXTERIOR GP, GRADE Al_ I-. ALTERNATE CLG. CEILING DS. DOWNSPOUT GYP, GYPSUM K.O. KrlrlCk OUt I AL JM. ALUMINUM C.M.U.CONCRETE FASORRY U IT (S) DWG. DRAWIN G F.P.P. FIBERGLASS REINFORCED PANEL ANCH. ANCHOR C.T. CERAMIC TILE D.W. DRYWALL FIN, FINISH FIDW. I1ARPAIAPE LAf1. LAM!"lATED APPROX. APPROXIMATE C.O. CLEANOUT D.F. DRINKING FOUNTAIN P.E. FIRE EXTINGUISHER NGT. HE!r1HT LAM. LAVATORY ARCH. ARCHITECT COL. COLUMN FLUOR. FLUORESCENT N.M. HOLLOW METAL LB POUND COILICRETE EA. EACH F.D. FLOOR_ DPAIH N.P. NIGH POINT L.H. LEFT PIANOCONIC. BRG. BEARING COri.ST. CONSTRUCTION E.W.C. ELECTRIC WA-1FP COOLER, FLP. FLOOR. IIORIZ, HORIZONTAL L.P. LOW POINT BM. BEAM C.J. CONIPOL JOINIT ELEV, ELEVATION FT, FOOT, FEET 11rR MANUFACTURER 13111; rl. BETWEEN COrIT, COrlTIrlUOUS EQ. EQUAL FTG. F- T TIrG Irl„AN. 11! r „_,-E[)F , BLVI. 11C1__. -.. BLOCK 17 r1 A. nn IrI -f1r.?'A 11 EQUIP. 111 EQUIPMENT 11 111111- 1 F,V. FIELD VERIFY LD. ._. .. IPISr " - '10 1_ MIN 11 MAX. MAXIMUM MECH. MECHANICAL 11%. METAL MEZZ. MEZZANINE MIN. MINIMUM MISC. M1fSCELLANEOUS r .1t_DG. MOULDING M.R. HOISIIJPE PESISCANT MTG. 11 ]GOO N&�` MULL. NUL Lir r l NON. NOMINAL N. NORTH RH al,C, N(}i B.t r c, e5,.f �.>L�(�)►I � l IL'►.(�)l III \11 �' I � �\,�I�) ((�)\11"! I,�\ 'C-L I. CODE REQUIREMENTS: IT 15 THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL, STATE AND FEDERAL BODIES (C) STANDARD BUILDING CODES (D) STANDARD PLUMBING CODES (E) NATIONAL ELECTRICAL CODE 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN FROM THE 041,/NER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT. 4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT N A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 5. IT 13 UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVALOF SAID OF SAID AUTHORITY, 6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF TRADE -SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. 7. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD -COORDINATE THE CORRECTIVE ACTION AS PEOUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. 8. DO NOT SCALE DRAWk,10. WRITTEN PNENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLER --SCALED DRAWINGS. CONTACT ARCHITECT/DESIGr•IER TO CONFIRM ALL PISCREPANCIFS. q. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT iN ACCORDANCE WITH THESE DOCUr NTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTOPY WORK BY CONTRACTOR. 10. CONFIRM ALL 110217ONTAL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION 11. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE 0- COORDIN:A LION OF THE AP.CHIITECT/DESIGNER."S WORK. 12. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE LAWS RELATING TO ACCESSIBILITY FOR THE DISABLED. F1_61210�%. ;;AIUTES, CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE GENERAL NOTES I. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE CONSTRUCTION AREA AND THE WORK REQUIRED TO PERFORM THE WORK OF THIS CONTRACT. OBTAIN DIMENSIONS BY CALCULATION; DO NOT SCALE THE DP.,AWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FPOM THE ARCHITECT PRIOR TO CONTINUING CONSTRUCTION OF THE AREA IN QUESTION. 2. UNLESS OTHERWISE NOTED OR DETAILED, PIPE CHASE WALLS WITH A THICKNESS GREATER THAN 4" SHALL BE CONSTRUCTED OF 2-1/2" METAL STUDS WITH ONE LAYER 5/6" GYPSUM BOARD EACH SIDE OF CHASE WALL, PROVIDE METAL OR GYPSUM BOARD CROSS BRACES AS REQUIRED TO ADEQUATELY BRACE THE WALL AND TO MAINTAIN THE RATING OF THE PARTITION. HOLD CHASE WALLS TO MINIMUM DIMENSIONS. 3. VERTICAL PIPING LOCATED WITHIN THE STUD SPACE OF PARTITIONS SHALL BE FULLY ENCLOSED WITH A FULL THICKNESS OF GYPSUM BOARD ON EACH SIDE OF THE STUD. PROVIDE 6" STUDS WHERE REQUIRED TO CONCEAL PIPING AND OTHER. ITEMS OCCURRING WITHIN PARTITIONS. 4. RECESSES FOR ITEMS IN EXCESS OF 16 SO. INCHES, SUCH AS ELECTRICAL PANELS, FIRE EXINGUISHER CABINETS, ETC., LOCATED IN RATED PARTITIONS SHALL BE FACED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE REQUIRED TO MAINTAIN) THE RATING OF THE PARTITION IN WHICH THE ITEM OCCURS. 5. ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACKBOXES WIIHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. P6 f ANCE OF 24", WHERE THIS REQUIREMENT CANNOT BE MET, BACKBOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE. 6. JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A MINIMUM OF ONE STUD SPACE OR 24" BOTH HORZONTALLY & 12" VERTICALLY. WHERE OPENINGS ARE MADE IN EXISTING RATED PAR TITION5, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSERS, THE EXISI TNG GYPSUM BOARD BOARD NAY BE REMOVED ON ONE SIDE OF THE PARIIHONS BACK TO THE NEXT" STUD TO ASSURE THE PROPER STAGGEPING OF THE JOINTS. 7, D11IENSIONS ARE FACE TO FACE OF MASONRY WALLS. g, METAL STUD GAGES FOR INTERIOR, PARTITIONS SHALL BE AS RECOMMENDED BY AND/OR REQUIRED BY THE STUD NPR FOR EACH SPECIFIC CONDITION. NO. NUMBER O.C. ON CENTER OR OVERHEAD OPG. OPENING OPP. OPPOSI IE 011. CU 1SIOE, DIAMETER P.T. PRESSURE TREATED PTD. PAINTED PNL, PANEL OR PANELING t^ T T OJ PI -BC. PLUMBING PLYWD. PLYWOOD PROP. PROPERTY Q.T. QUARRY TILE R RADIUS REF. REFERENCE PEIrIF. REiNfoRCED, REINFO2011G READ. REQUIRED REV. REVERSE P.H.i Pl.. I I t I Ar, p RM1. r0lf It I S s SQUARE FEET, FOOTAGE SCHED. SCHEDULE SLT. SEALANT SEC. SECTION SIMILAR R SL. SLOPE SPEC. SPECIFICATION S.R. SQUARE S.S. STAINLESS STEEL SID. STANDARD S1L. STEEL E 5 IRJ T. STPUCTJP AL 11W. aN1 t EtlliE U MEK CVR COVER SHEET, INDEX, GENERAL INFORMATION AOa1 BUILDING #1 - FLOOR PLAN COMPOSITE AM BUILDING #1 - FLOOR PLAN / AUCTION A1a2 BUILDING #1 - FLOOR PLAN / OFFICE A13 BUILDING #1 - FOUND. PLAN / AUCTION AIA BUILDING #1 - FOUND. PLAN / OFFICE; FOUNDATION DETAILS A1a5 BUILDING #1 - ROOF PLAN A1o6 BUILDING #1 - EXTERIOR ELEVATIONS A1a7 BUILDING #1 - EXTERIOR ELEVATIONS A1,8 BLDG #1- REFLECTED CEILING PLAN / AUCTION A1"9 BLDG #1- REFLECTED CEILING PLAN / OFFICE A1a10 WALL PARTITION KEY PLAN A2.T BUILDING #2 - REGISTRATION BUILDING FLOOR PLAN, FOUMATION PLAN, EXTR ELEVATIONS, ROOF PLAN, REFLECTED CLG PLAN MECHANICAL PLAN A3a1 BUILDING #3 - MAINTENANCE BUILDING FLOOR PLAN, FOUNDATION PLAN, ROOF PLAN, ROOF PLAN; REFLLECTED CEILING PLAN A312! BUILDING #3 - MAINTENANCE BUILDING EXTERIOR ELEVATIONS A4a1 WALL SECTIONS; BUILDING #1 A4"2 WALL SECTIONS; BUILDING #1 A4a3 WALL SECTIONS; BUILDINGS #1, #2 & #3 A5e1 TOILET ROOM ELEVS., ENLARGED PLANS A6a1 DOOR SCHEDULE A612 DOOM DETAILS A71 FINISH SCHEDL - 1 '"FOUNDATION DETAILS `/' �-- A9,1 GUARD SHACK / FOUNDATION, ELEVATIONS RCP, ELECTRICAL, MECHANICAL Pa1 BUILDINGS #1, #2 & #3 - PLUMBING RISERS E.1 BUILDING #1 - AUCTION BUR -DING ELECTRICAL PLAN Eat BUILDING #1 - OFFICE SECTION ELECTRICAL PLAN E.3 BUILDING #2 & #3 - ELECTRICAL PLAN E.4 PANEL SCHEDULES, RISER DIAGRAMS Mal BLDG #1 - MECHANICAL PLAN NOTES: MILLWORK DETAILS TO BE PROVIDED BY TRI-CITY CABINETS 1EL, TELEPHONE TEMP. TEMPERED THRIES. THRESHOLD TOILET PAPER DISPENSER T.&G. TONGUE AND GROOVE T.&B. TOP AND BOTTOM T.O.F. TOP OF FOOTING T.O. HAS. TOP OF MASONRY T.0.5, TOP OF STEEL T. TREAD TYP TYPICAL CL I it If IN I'll if 111151 FP VERT. VERTICAL VEST. VESTIBULE V.C.T. VINYL- COMP09 TION 'i ILE W.C. WATER CLOSET tlo W.H. WATER HEEr.n ATER I l W.P. WORK POINT WP. WATERPROOF W.R. WATER RESTS TAr1, W.W.M, WELDED WIRE MESH dr/ r - i WITH w1tO WIT HOU T it,10 %„ 00311 �flCfl•SOLUiIONS(�NC ARC IHIMAL SUMUS ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 ce CAMS? r, CO. GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 W C� vjL_1 LLL=_] UJI U Slfff IfORMATION DATE 21 AU(,LIST 2000. DRAWN BY: 1LP / SRR FRO}ECT NO: 2(m9 EAST Ft0`T DATE: 20 OCTOM 20W REVISIONS MODFICNTION f1 - 29 AUGUST 2000 MODIFICATION V - 22 OCT 2000 GENERAL. NOTE S 'D _o cn n fi cn n) c fi 0 i N 0 0 (.0 a) 0 n �n C 0 0 n ri- N W O O W W 0 N O O O a n cn 0 0 H n 0 Q 0 o- o- mp H0510 U1i i[OLN11I g Au;f it lI CT UMAU MUMS ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PIS 407 897 5461 CL 407 325 7992 FX 407 897 5461 comsmmUcHoN CO. GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Z7Z <l nc: 0 L << �j �'`� V SHEET INFORMKI ION DATE 21 AUGUST 20M DRAWN BY: P-.P / SRR FROTCT NO: 20009 LAST PLOT DATE: 20 OCTOBER 2000 REVISIONS �.. MODIRCA'TlIDN #1 - 29 AUGUST 2000 - REVISION - 10 SEPT 2000 MODIFICATION #2 - 22 OCT 2000 FLOOR PLAN BUR -DING #1 FLOOR PLAtl COMAVOT L .J, n v 0 m. c-i rt i c r+- 0 R) O O (D a cn 0 0 r+- Pi w 0 Cil N O O a 0 H _ C7 0 0 -Tj r- O 0 24" 24" �,4011 5'-41' 5'-4" 40" 112'-8'' 12'-01' 8' 0'' 50' --0" 1 I BOLLARDS; TYP. O : P�t- ® I ' 143N — - — 3,-q2, — . ll,-2. _—_— ARBITRATION OFFICE fl OFFICE 141CID 0 1= , MEN' � [ I I � \o , 1 y, RESTROOM 11 140 —� -- - II Q 7 HALL r3 z 3qA Q ¢ o1 O �N - r 6`�9E�(F�AFlI�CAL LA®IES � 0 I v ROOM #4 � �� ESTROOy9 � 138 I -- -� I 136 ffFi DRIVER'S ----- I � LOUNGE `9 137 137 2 15 5 I q -6 2 _q ----4- -8„ 5-4„ 5-4" 5,-4„ 7, , I la 3B I 12"-0" 2"-4" V-0'' 25'-0" 'I 143L I• B AUCTION DRIVE-THRLI �i 143 tb Im mmi •1143K o I* I i� O � =1 B B STEP-UP, TYP UJI B I TWO-TONE EPftY ��.[IIIIIIIl1�� t1T! I4.3C � s n _u artW Hoo o r Pkf) TUL nve OALE Vail I'-0'' f \IOR TH 12'-O'' 25'-0" °1143J 01 I• n 1431) C") ® 143E O 0" 12'-0" 180"-0" I Auctbn Ar`(�a 255-0" BL RAW At" 01 26-0" ® . I 6'-0" 5"-4" 8'-8" 5-4" F-- I 0 0 o _ STORAGE RECORDS `n A USA � 105 O _.._ AIR ^I �- 104 - �r - ----.. o_ I c LLITF1 IP 104 — 1035 104A HALL I 103A 106 107A I 1 1 C • - — — ILAI CI 1 CONNIEl 107 1 I 17-08' 0 12"-0 �' 14'-0'' Q I LINDA 103 O II 25'-0" 30 I Q o II - SALES I) NCH 145A 101 #2 I ® 145 1431 ® �� "I143H `_' --,— _ — — 6'-51' 8 0 5-511 13'-1112" 0 M�� a 3: ® ``' 1• F I= ® © ® ® M2 --- _-—Fj -- _ -- Y� u # II < IOOC i < M04 ATI z z g 1 100 i � • ® O[ 0 LLIJILFJJW I ............... n 143E o s 143G ®FjL8 I 1 ® (1 C 18" 0" 12"-0" �.8'� 01 12•_0 14 _ —_ - - -- - - - - - - - I HOUR FIRE-PATEP PARTITION LOUNGE I _ 130 132A I r - irl � II -q2 II 20 -5A KITCHEN 131 I,! g NJC AKIIJECI MAL U[SC CES ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 New e JIL Ct1MS•Tt;lucuom co. JR (GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 P11 407 3231150 FX 407 323 9304 ULA <<C �O o O `c O L--J z c► -� C� a` SHEET INFORMKIION DATE 21 AU•CUST 20M -DRAWN BY: JL ( SRR FROJECT Na 20009 LAST noT DATE 20 QCTOER 2000 REVISIONS MODMATM #1 - 29 AuCusT 200o MOD9FICATION 12 - 22 OCT 2000 - FLOOR PLAN — DRIVE —UP AUCTMI AREA n r -r U) L1) C h O N U O Co ru a Lo 0 CD W O fU O O 0 O O CD r� n, n 0 Qj m MAP IlAwliell to 010411 kl\lm I I W-, 2 a w(l] I I I I I IN I a 1 10 1111111101) i I 111L ifORTH HOUR FIRE -RATED PARTITION JAA,° e Cals Rro.41 TO THE OF THE 199T � 'fP.,NDMVD ` RL&CTU L,L°Y" ADEQUA -E FOR MPH 111111MIS. 0' —6" 5-0'' ffMALE29 99� Alai-rrclAL ftsocrcts ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 546'1 ColmsTRUCTION C1i. MMEL GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 �1 000 Q Q n C� o � •o � o z � Q << SHEET INFORMATION DATE: 21 AUGUST 2000 DRAWN BY: J-P / SRR PROJECT NO: 20009 LAST PLOT DATE 20 OCTOM 2000 REVISIONS MOD6fICATION #1 - 29 AUGUST 2000 MODFICATION #2 — 22 OCT 2000 129EAAMM ll� Altillf-CMAL U[SCIUMs ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 PH 407 3231150 FX 407 323 9304 f f SIFFT �hFORMA1110N -DATE, 21 AUGUST 2001) DRAWN BY: ILP / SRR 29 AUGUIS1, 201-10 1 REASONS MODMAMN FOUNDATION PLAN BULDVIG-n #1 DMVE—UP AUCTUtl AREA AM UK] UPAI Uc C Rc ORLANDO SOUTH OFFICE 28'16 PICKFAIR STREET ORLANDO, FL 32803-6827 PI -I 407 897 5461 CL 407 325 7992 FX 407 897 546'1 Fc%, olls"4McKee 3�A0H ACo. GEMEn AL CON F R 01119 770 MONROE ROAD, SR 15 SANFORD, FL 32771 Pl1407 3231150 FY 407 323 9304 If 11 11 REASONS MODMATION #9 - 29 AUGUST 2000 _F61UNDA110FA -PLAFT-] BULDF,16 #1 (I)M, E SCALEU3/32` = l'-W r,IORTH MWORIAO THE 4 E 01" J I it- 00 UH1 T IS OF S."--'C T 10 N 10 0 & GF'rAE 19 0 7 TAN D.A R 0 SULDINIG CODE AND ARE STRUC"TUMALLY ADEQUATE FOR 100'l'APH VVINDS. [Alp c mil - O l U 111101�Sl 9N AMIKOUVAL LISCUM-S ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 I'MaKee Jm. coNsmuen®N Co. AL GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 Lu 00 00 C7) SHEET FFORMKI UN ®ATE 21 AUGUST 20 DRAWN BY: JLP f 5 PROJECT NO: [LAST PLOT DATE 20 OCTOBER-A." REVISIONS MICI ICAn(IN 11 - 21 AUGUST 2000----. 2� MODIRCAJION V - 22 OCT 20U, ROOF PLAN BUILDIN G #1 MATENAL LEGEND # MATERIAL or ITEM 7 COLOR L BRICK - RLMW B(NjID - 2 MOLDED FOAM TRIM 134,11D - 3. ST41DIA1G SEAM METAL ROOF _ - 4. BRICK - SOLDER COURSE - 5. ALUMt1VM STOREfROtfr BROIVE APKX?M 6. h1OLDED FOAM TRIM - 7. BRICK - SOLDER COURSE I-EADER - 8. STANDARD 'R' METAL WAIL PAPA. - 9. CMI3 - PANTED - 10. ALUMMM DOWI+ISPUff & (;LITTERS - It METAL OVER KAD DOOR - V- PAt IR) CONCRETE BOLLARD YELLOW 6"', 36" ta-1 13. GALVALUME ROOF SYSTEM - 14. IIOLLOW METAL DOOR & FRAME - TOP OF PARAPET 28"-0' TOP .OF PARAPET STOP OF PARAPET Iq -0' HEAVE HEIGHT 12 -0° FIN FLP 0 -0'`- 26-0" 32"-0" V -0" 32"---0" 26-0" 40 2:12 SLOPE DEYOr o1 6 ... FEW[ _.hr,I MILE FLUILEW I , --- 1: t- r- FIN FI-R FRONT / NORTH ELEVATE N SECTION NORTH to SOUTH SCALE %s" = 1'-0" 2 PIMPS CWM�UA TO'rIE t i g ht F ssmm m 1 OF THE 1997 SUNVA ,'D 0 1'2 Ona'JO Cf)DiE AfND :f1UC d , LL, ATE FOR G wel wIND0. up T U-8 hN 0110 2 11 ORLANDO SOUTFI OFFICE 2816 PIGKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 Ift AN IWOKOID IFCONSMUCTIO CO. GENERAL CONTFIACTOIRS 770 MONROE [LOAD, SR 15 SANFORD, F'L 32771 PH 407 3231150 FX 407 323 9304 ►`tea L U G� -- IL M as I`—'4 < -:; 3I MIt ORMt1 TMI DATES 21 AUGUST_ 20 ) _ DRAWtd BY: JIP l SRR PROJECT tX): MY) LAST PLOT DA'1E: 29 AUGUST 2000 - r REVISION, S NIODI1CATlrrM, #1 -- 29 AfJGUS1' 2000 m HATER #:TMATERIA 1. BRICK - z STUCCO 3. STANDIN 4. BRICK - 5. ALUMINA 6. MOLDED 7. SOWER 8. METAL S AVE HEIGI TOP OF M l%l—l0 --0j1 EAST ELEVATON SCALE V6" == 1'-0" 71 N OF PARAPET Y-O' )P OF PARAPET )P OF PARAPET -011 IVE HEIGHT I FLR r'Lj�kj�f.' COWFOR111 TO Tlqc- REQUIR'of'A-- fwt -exv�- I.- 2CH-JETfENsd ArciltrUMAL MUM ORLANDO SOUTH OFFICE 28'16 PICKFAIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 "CONSTRUCTION rncKelo CO. 7 GENERAL CONTRACTOR 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Lu w C� C� 0 C/-`\ �� IUD' 77Z <<1 SIEET IWORMATION DATE- 21 AUGVS 1. DRAWN BY: P-P -PR(JJECT NO: LAST PLOT DATE 20 OCTOBIR REVISIONS MODFICATION #1 - 29 AUGUST 2000 MODFICATUN #2 - 22 -01c-T 2-1 EXTERIOR ELEVAMF! BUILDING #1 Alo 1 C-) O a PLANE AVTO THE QF THE 1-1-9197 SUP0,1011-111D BUILDING fXJD2 AND fu,"12 SYRUCTURM LLY ADEQUATE FOR loompil vilmm �ACN•solUi ioNS �i NC AK"JECTIMAL USCUCts ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 COMMOTION 00. GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 322 1150 FX 407 323 9304 << < Q) 00 o IL-JL-J o 0 0 Qa � �� SI-EET IN ORMATION DAM 21 AUUJST 2000 DRAWN BY: JLP SRR PROJECT NU_ 20009__ LLAST PLOT DAM 20 OCTOBER 2000 REWSUNS M01WICAMN #1 - 29 AUGUST 2000 MODFICATION #2 - 22 OCT 2000 REFLECTED CEUNG PLAN BUILUNG #1 C-) D) fL l _ C_� �_� C� C e SCAL� Va" 1'-0" hl R, 111-11 I J �Vir �'in 0 f A r e a - --- - — -- --c-) I���� PLAHODMULOORM TO THEE p anjunw-varrTs of s)';-fcTf'wj OF THE 1997 SUADANFID BUILDING CODE= Pul"M ARNE FOR I Im M 1 pf V 111 f1l D S. �2Cf� J222 JIN dN AltilltUl MAL U[SUMCB, ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 546'1 CL 407 325 7992 FX 407 897 5461 WRicKee �71 COMSMUCTIONCO. CO. GENE CONTRACTORS 770 MONROE ROAD, Sit 15 SANFORD, F'L 32771 PH 407 3231150 FX 407 323 9304 L cr� --7-7 Cie 51-IEET INFORMKI DATE 21 AUUM'2000 DRAWN BY- j[p / SRR FROJECTPTO: LAST PLO[ DME 29 AUUUSF 2UUU RIEVUONS- fAUDECkTION 1*1 - 29 AUWST 2000 REFLECTED CEUkl(G PLAN Bk,XUklG #1 -n _o CD n rr w c r+ 0 ry 0 0 au c N. 0 in 3 0 C n fi n: ca: R: N c C CS R: C c D n I cr 0 0 ai ZJ a 0 T r- INE PARTITION SCHEDULE MARK ASSEMBLY DESCRIPIKA! THK. HEIGHT REMARKS 3Y6' METAL STUDS 0 16' O.C. WITH �I ONE (I) LAYER %. TYPE X' CYPSM WALLBOARD ON EACH SDE WITH 36' SOUND ATTENUATION BLANKETS 4%' TO 6' ABOVE THE FINISH CEILM 0 6' METAL STLVS 0 16' O.C. WITH ONE (1) LAYER A' TYPE X" GYPSUM WALLBOARD ON EACH SIDEWI1H 3A' %QV ATTENUATION BLANKETS T�„ TO 6' ABOVE THE FN6tl CELNG A' METAL STUDS 0 16' O.C. WITH 0 ONE (I) LAYER i6, TYPE X' CYP" WALLBOARD ON EACH SI7E 415, TO 6' ABOVE THE FINISH CHI.NC 3%' METAL STUDS 0 16' O.C. WITH ®ONE (I) LAYER W TYPE X" CYPSLIM WALLBOARD ON EACH SDE 4% , SEE MLLWORK PETALS FOR HEIGHTS A' METAL STIRS ® 16' O.C. WITH ONE (I) LAYER 96' TYPE X" CYP" WALLBOARD ON EACH SDE 4% TO BOTTOM OF ROOF DECK N METAL STUDS 0 16' O.C. WITH © ONE (I) LAYER ?6' TYPE X" CYP" WALLBOARD ON EACH SDE 4$ , TO BOTTOM Or - ROOF DECK V SOLND ATTENUATION BLANKETS Q NSUTION PANEL V METAL STUDS 0 16' O.C. W/4113' ACOUSTIC WALL PANELS BOTH SDES - FROM BOTTOM OF ROOF DECK TO 101--0' A.F.F-. © 8' CM PARIM ONE (1) LAYER 16' CYP" WALLBOARD PANTED ETACMJOTHER gTJE6 OC ai SIB 9 y' TO BOTTOM OF ROOF DECK I HOUR FIRE -RATED 00 00 ARBITRATION 1 OFFICE�j OFFICE — 141 142 T 0 0 II ® 0 E6� II m C}7 MEN II r—,o TYP � t _ RESTROOM D 140 Fi F- —_ — u 48" X 48" EXHAUST FAN B TYP. OF (6) CI � [Ln ,I HALL i ! z 13q I I ► I AUCTION 1 I� fie DRIVE—THRU X 143 6- MECHANICAL LADIES' ROOM#4 136 o RES 3ROOM (�- — —� \ I i DRIVER'S LOUNGE 137 • A s • � • o IWH X 72V INTAKE LOUVER ABOVE EACH ROLLUP POOR THIS SIDE 1 YP. OF (6) WAI.I. ("A('-I-I-I-IO. ` hi -A, ' - AUCTiON DMVE _f_I II„ SCALE Y8" = I'-O" STEP-UP, TYP f� T'd0-TOME EPgY.Y rl O IP �PIOIHW8OLU110NS IR ARCf1tECC AL ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLAND0, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 melk NuF"m Alk CAMSTRUCT110H CO. GENERAL COHTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 Pf 1407 3231150 FX 407 323 9304 ul LJLJ o LJLJ 0 0 0 Z ul << LJL J C) SHEET KORMATION DALE 21 AUGUST 2W) . DRAWN BY: P / SIRR FROIEOT NO: 20009 LAST PLOT DATE 20 OCTOM 2000 REVISIONS _ - r MOM:A11ON #1 - 29 AUGUST 2000 MODIFICATION #2 — 22 OCT 2000 KEY PLAN WALL PARTITION PLAN 0 �., cD v 0 CD n r t- uT a c rt- O fV O O (D OJ W CD - to C co A C tc) rV U7 fV W Li O O O O A n cn 0 c rt- N- 0 H n 0 m CD- C.) -Tl r— FY 407 323 9304 �9 al' �r a r CE-) MLA ,J ILI- �Z LA-- EcAl DATE: _ 21 AUGUST 2UUU. FROJECF NO: WAY REVOONS MOUTICATIOM #1 — 29 AUGUST 2000 FLOOR, FOUNDAIlOrl ROOF & COLING PLANS, BUL LNG #3 C-) MAT(EMAL LEGEND ITEM COLOR t STANDARDR' METAL WALL PANEL I NOT USED 3. ALUMHUM DOWNSPOUT & GUTTERS PER tATL BLDG MFR 4. METAL OVEPJ-EjAD DOOR S. NOT USED 6, GALVALUME ROOF SYSTEM 7, HOLLOW METAL DOOR & FRAME NORTH ELEVAMN - MANTENANCE WONG SCALE: 1e" = l'-0` SOUTH ELEVATON - MANTENANCE WONG SCALE: Vo' ^ 1'-0" I WESTELEVAMN - MAINTENANCE BULUNG SCALE /%` - 1'-0" EAS)T ILEVATIUl - SCALF: MNITFAAkICE BULLIAG PLWS G10MR31,V0 TO THE RECUREME-filITS OF,'SECTION 160% OF THE 11997 GTAX.INDJARIL) WILDIN110 CODE 3AiND &MMTUMALLY MEQUAM FOR 11w aftl VVISM111-3. 129iJ dt AUCIMICUUAL UISCUMI ORLANDO SOUTH OFFICE 28,16 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 McKee co"SMUCTION CO. GENIE COHTRACTOnS 770 -N40NRQE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231.150 FX 407 323 9304 JL k. COD LUL, LLul C� 5 1 i, —If TNT -0 -R M Al �01 N DATE- -- 21 AUCUST 20000 DRAWN BY, SRR PROJECT' NO: 20001) LAST PLOT DATE- 29 AIJULIST 2OL11 RVOSIONS MODIFENTION #1 - 29 AUG*UST 2090 EXTEMOR ELEVATIONS BLALUNG #3 METAL COPING TOP OF CORNICE -- 26'--0" o\q 'FOP % PARAPET 27'-0" f-RANIHC CLEAT HP5 CORNICE SEALANT HIGH POINT OF PooF VARIES CORNKE DETAL U U" SC LE-' lkl-fr-01M WAI I QYQ,rr-M METAL COPING TOP OF CORNICE - 25--0' @ IA/, I!v *FOP OF COPHICE - Iq'-O` @ IIA4 TOP 50 OF PARAPET FPANIkIG' 24'-6" @ IA/A4.1 @ I/A4.1 CLEAT Elps CORNICE - SEALANT HIGH POINT OF Poor - VARIES 3" METAL BLE)G INSULATION PLASHING FOAM TPIM OVER 4' PARTITION BLOCK -- BOTTOM OF TRIM /GIPT 12,__311 3" METAL 130C INSULATION TO THE: PLAN/SECTION DETAIL: N, voll, H' lia I E 14 3 ' 0 8 §E CT 10 N 18 0 6 BUILDING PAPER OVER POVE-l"AIL ANCHOR OF 'THEE ig 0,7 3'rl'S,,?0AR-7J LT GAGE METAL FRAMING6" BAT INSULATION W/ SEL[`�---TAPPINC FOAM TRIM OVER SCREW INTO s-rups WILL EMIG C, DEE �lfif) AE rl Z BOTTOM ol� TOM AT 16" OC HORIZ ANP VERTICALLY— F/z ID LA\( --IN ACOUSTICAL TILE100 PPIPH IND, S. DETAIL 511`11W AT STOREFRONT JAIJIB n f _n) H fr"' 0 / FF-% fl- r A n n I--] i � \\ f nr) 9 fr_ --I A n n a IF 11 N 0 rf�\A A SCALE: 1�z` := I'-0` M(CK EJaTI-ML — u°VNC/aL OUJtlSUE C�'I�NEV4 CONTROL OUN'V' SCALE: IjIV =- 1'-0" /l/2" MAX THRESHOLD AT ENTPY HNI51­1 PLOOP, O,_OII LlI F9VRflni WALL :sfCTION SCALE: Y4` = I'--0` A COLUMN PAD 13HOW 51-1- FOUNDATION PLAN AHP DETAILS st-Iffl, A8.1 BRICK. VENEER WITH BRICK TIES AT 16" O.C. VERTICALLY OVER IY?` METAL BLOC PANEL TOP OF nvow FIEA[) / GIpT. ENHP - RUHNING BOND CK TIES AT 16" O.C. — LLY OVER METAL PANELS L. G WITH WEEP HOLES OC PROVIO6" LEDGE, SEE FOUNDATION DETAILS, StlEET AE3.1 6" BATT INSULATION LAY -IN ACOUSTICAL TILE 7b" GYPSUM BOARD ON 176" METAL STUDS W/ III RIGID INSULATION IN BETWEEN (EXTEND GYPSUM BOARD 61' ABOVE FINISH CEILING) STP.UC-rURAL COLUMN BEYOND REFER TO METAL BUILDING DRAWINGS BOX OUT COLUMN -- SEE PLAN FOR EXTENTS ZI_` CONCRETE SLAB rJ COLUMN PAP BEYOND SEE FOUNDATION PLAN AND DETAILS SHEET A6.1 Pf�)R116i WALL SECT110N Cl IA SCALE: Y4 1'- 0 1112JJ9JJJ]JA AJ AVC11111CUIVAL IVISCITUS ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 4.07 897 5461 OL 407 325 7992 FX 407 897 5461 PH 407 3231150 F X 407 323 9304 va SKET INFORMKHON DATE: 21 AUGUST 2NO DRAWN BY: JLP / SRR PROJECT NO. 2000 LILT PL�l DATE' 29 AUUUS F 209D I fA0DFlCA7l0N_f_1_- 29 ALQST 2000 1 WALL SECT 10NU" KRUNG' #1 X/ Ir 26 GA GALVALUME 'R' PANEL 3" METAL BLDG INSULATION PURLINS AT 5"-0" 11 INSULATION PANELS 3Ya" METAL STUD FRAMING 16" OC BOTTOM OF FRAMING _ 10'-0" AFF SEPARATON PARTMON AT DMVE-THRU SCALE: N" 26 GA GALVALUME 'R' PANEL RLINS AT '-0" _____7 3" METAL BUILDING IN ULATION 6" BATT INSULATION I I I GYPSUM BOARD ON IDS" METAL STUDS W/ I" RIGID INSULATION IN BETWEEN (EXTEND GYPSUM BOARD 6" ABOVE FINISH CEILING) I i I I EAVE HEIGHT/ TOP OF MASONRY_ ® 12'-0" ALUM GUTTER BRICK VENEER WITH BRICK TIES AT 16'' O.C. VERTICALLY OVER I%2" METAL BLDG PANEL ALUMINUM DOWNSPOUT BRICK VENEER — RUNNING BOND COLUMN BEYOND WITN BRICK TIES AT 16" O.C. I VERTICALLY OVER METAL PANELS BOX OUT COLUMN — SEE PLAN FOR EXTENTS I I I CHANNEL I I FLASHING WITH WEEP HOLES AT 48" OC FINISH FLOOR O'-0" (REFERENCE) a a na a 6a - -PROVIDE 6" LEDGE, -------------------- ___________________ li SEE FOUNDATION DETAIL, SHEET A8.1 COLUMN PAD BEYOND SEE FOUNDATION PLAN AND DETAILS WEST/EAST WALL SECTON - 0FRCE SCALE: Y'' = I' --Ott RAKE TRIM - PAINT TO MATCH WALL PANELS - AUCTION ROOF VARIES 16-0' SAVE HEIGHT GIRT AM2 26 GA R-PANEL SYSTEM - 3" METAL BLDG INSULATION CHANNEL TOP OF MASONRY LINTEL COURSE W/ 1 #5 CONT 8" HOOK AT LINTEL VERTICAL REINFORCING: 1 #5 IN SOLID GROUTED CELL -- SEE FLOOR PLAN FOR LOCATIONS HORIZONTAL REINFORCING @ 16" OC PAINTED CMU FINISH -I FLOOR 1- O'--O" (REFERENCE) 26 GA GALVALUME 'R' PANEL Pi 101 ir`iq AT r;'-011 VLNKIIVIU r1mr ILK 6" BATT INSULATION LAY -IN ACOUSTICAL TILE Y8" GYPSUM BOARD ON Iy8" METAL STUDS WITH RIGID INSULATION IN BETWEEN (EXTEND GYPSUM BOARD 6" ABOVE FINISH CEILING) STRUCTURAL COLUMN BEYOND REFER TO "USA" DRAWINGS -BOX OUT COLUMN - SEE PLAN FOR EXTENTS rit -I-e Tr ni An • t A r � u -P - . . a a ua I I ' a I 1 1 �----- -------------� COLUMN PAP BEYOND SOUTH SUE WALL SECTON A U C T � 0 N DU L D � 'N`G SCALE: N" I I ------ ------------- COLUMN PAD BEYOND v�t�UTH' SDE WALL SECTDN I� AUCTON / 0FRCE pciI•SO1U110NSlN� ARCHI ECTURAL IVIESCUPCIA ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORL ANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 �COiqelHco. GEHEnAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PE1407 3231150 FX 407 323 9304 UA L'=' :D)�a rc:)4 nc:) 1.0 J �u uJ LL� 3t lEET IIFORMA I ION DATE 21 AUGUST 20M DRAWM BY: JLP / SRR PROJECT Ift 20009 LAST PLOT DAM 20 OCTM 2000 REVISIONS MODUCA HON #1 -- 29 AUGUST 2000 MODIEICAT110H #2 — 22 OCT 2000 /" A I k J A I I ]Mr-- r) TOP OF PARAPET FRAMING LOW POINT OF ROOF 16'-0 11 ALUM CUTTER & DOWNSPOUTS CHANNEL STANDARD "k" WALL PANE-1-3 W/ "SIGNATURE 200" FINISH (''SIGNATURE 300" FINISH AT FRONT G 3" METAL BLOC IF]SULATIOrl CHANNEL Hilliski ftooR (p . 0'-0" - COLUMN PAP BEYOND SEE FOUNDATION PLAN AHP DETAILS WALL SSECTON — CC.IIJIId,DllNG MAMlf",NANP:C SCALE: Y4 = 1'- 0 f" A I k / A I I IMr- 0/'l('Ir- I OF PARAPET FRAMING v POINT OF PlooF - 0 11 im GUTTER & DOWNSPOUTS 41HEL 41PAN) "P" WALL PANELS I "SIGNATURE 200" FINISH IDIATURE 300" FINISH AT FRONT GABL METAL BLOC INSULATION CHANNEL TOP OF MASONRY jr5 CONT AT LINTEL 51' HOOK AT LINTEL VERTICAL REINFORCING: 1 11/5 11\1 SOLID GROUTED CELL - SEE FLOOR PLAN FOR LOCATIONS 51, cmu W/ F-I-A5TOHEP,IC HH15H SfRu( REF-H HORIZONTAL REINF-ORCING @ 161, oc PIHIIISH FLOOR O'-011 (QEFEp[-l\jGE) COLU111\1 PAP BEYOND SEE POUNPAT10i'd PLAN A[\I[) DERAILS ��l�P'�I�IfaNf��, t--WALL !0'51K-1V011 —' ff2 SCALE: Y4 = 1'- 0 51' C I)f- 11 A .11 A I \ /A 1 1 It.Ir-- In' r) A h Ir'-1 COLUMN PAP BEYOND SEE FOUNDATION PLAN AN[) DETAILS SHEET A6.1 Wr, E, 5) T WFeIIL I"") E,[--,- C 0f3 AlT 5IIPvflIIILf',\IINB SCALE: Y4 " = 1'-- 0 " '� OVI:KHANG Li I [-JulLVlP4kjl i jnll1u1 t-\ll I ut�lllt� 5 IN 'E FLOOR PL&V3CVAPrjr;Yvq TO THEE RpEat)IF". ov "*�am'rjwj 16-06 ouummlw corm fu"'no, STRO CTUIRfill-ILY A0EQLfA.-f,E FoiR 1039 e'V-H VVIINDI& Em ALCUIRCUIAL UISCUUM ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL. 32803-6827 PI -I 407 897 5461 CL 407 325 7992 FX 407 897 5461 770 MONROE ROAD, Slt 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Lu DATE- 21 AUGUST 21109 DRAWN BYjtp / SRR PROJECT No: 20099 LAST FLOF DATE: 29 AUCUST' 20UP REViSIONS MODFICA110N #1 - 29 ALK]UST 201JO WALL SECMH IJ WONG fl 1-j I-Aiij c) -n 0 co n r-F C r t- 0 fU O 0 co 0, c., a ct� rn C 0 fi ry N fV 0 0 W ry ry 0 0 0 n c� C 0 r+- H 0 Cl cu r 3'-0" TOILET PAPER DISPENSER t�- I ���T�ILET �ROQ PAPER TOWEL DISPENSER SOAP GRAB BAR SANITARY DISPENSER NAPKIN El — DISPOSAL cv o a - FINISH FLOOR GYP. BD. TAPED & SANDED WALL NTD. MIRROR " 36" PAPER HOLDER / GRAB BAR w v Qa �m cn O < Z X 1— Q o �, BASE t3-- � �r a — o Q V �AT � �ON �-T Y�P C�A L SCALE: Ih"= 1'-0" 18" 36" 14" V 22" TOILET I I° - I I I. 30" 1 5611 146" 1 GRAM BAR I I I I PAPER HOLDER I 45" I I \ GYP. BD. TAPED & SANDED7 WALL NTD`. MIRROR PAPER TOWEL DISPENSER MIRROR V- I I Al REQUIRED CLEARANCES _ _J�. 811 INDICATED BY DOTTED a MIN. LIrJE/DIMErISIONS. BASE z I C� I. INSTALLATION OF ALL FIXTURES & ACCESSORIES MIRROR IS TO BE IN ACCORDANCE WITH FLORIDA ACCESSIBILITY CODE AND CURRENT REQUIREMENTS II OF THE AMERICAN DISABILITIES ACT. SEE FLOOR PLAN FOR COUNTER SIZES PAPER TOWEL DISPENSER EACH TOILET ROOM (114DUP ACCESSIBLE): Ya" GYP. BD. EACH SIDE OF (1) TOILET PAPER DISPENSER - SURFACE MOUNTED 3�a" METAL STUDS @ 24" O.C. (I) GRAB BAR. - 42" N015TURE-RESISTANT GYP. BOARD TO BE USED @ ALL PLUMBING WALLS (I) GRAB BAP, - 36" 5'-0" TURNING RADIUS (1) MIRROR (1) PAPER TOWEL DISPENSER - SURFACE MOUNTED (1) URINAL SCREENS (WHERE APPLICABLE -SEE PLANS) NOTES: 1. ALL ITEMS LISTED ARE "BOBRICK" AS THE DESIGN BASIS 2. DRYWALL CONTRACTOR TO PROVIDE ALL. REQUIRED BLOCKING IN WALLS FOR ACCESSORIES ENLARGE© TOLET ROOM PLAS TYMC AL CONUMON SCALE: /2"= 1'-0" PLAS. LAN. ON Y4" PLYWOOD COUNTER & SPLASH all PLAS. LAN. ON Y4" PLYWD. INTER.NEOIATE SUPPORT. SEE ELEVATION FOR LOCATION — o - TOGGLE BOLTS @ 12" O.C. EACH SIDE OF DIVIDER, STAGGERED WALL TILE BASE SCALE. I/,' .- 1'-0" SOAP DISPENSER 2'-0l' CONT. 2x4'S DRINKING FOUNTAIN TO BE INSTALLED IN ACCORDANCE TO SECTION 4.15 OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. _ SEE FLOOR PLAN FOR CLEARANCES - o -- - v� — o =- TOWEL HOOK 0 -�k SCALE V4 = 1'-0" LAVATORY Cu cv ' moo¢ URINAL WATER COOLER o E O M 00 HANDICAPPED INSTALLATION: EXPOSED HOT WATER & DRAIN PIPES TO BE INSULATED (SEE PLUMBING FIXTURE SCHEDULE) 6' _21" 3' — 11" lilwi�\llkl\ll WX 101111,21y) Im \.:f/ SCALE %" = 1'--0" SCALE II" = 1'-0" E W C ILL', L E V ") PLNA ENLARGED PLAN ('a SCALE: /2"'= I'-C?° .. SCALE/ i lo �. SCALE I '' - I 0 J WR rg F0R,tA T I MP 1 MJ ibf '(`F 'lux " N -1 SUIT ONIP4 ,_'0 NC, ARE a PRAL L Y ADEU'f tE FOR JiRCN • S�OLUT I 0L N AIXI i ECT AC USCULUS ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PIS 407 897 5461 CL 407 325 7992 FX 407 897 5461 114140 Irdt e CONSTRUCTON CO. GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 L'--' �A Q << �`�� << 004 5I-IEEI' R ORMATION DATE 21 AUGUST 2000 DRA N BY: ILP / SRR PROJECT Jam: 2 LAST PLOT DATE 20 OCTOBER 20 0 9 00 —�T REVISIONS M1ODUCAHON #1 - 29 AUGUST 2000 MODFICA'1IOd #2 — 22 OCT 2000 TO LET RM EILE 1Y ATUNS ENLARGED PLANS n f,. r c-) -o 0 CD (7 Ct U) Qi C ry 0 0 cn ai rn a 0 _ 0 IV w ry w ry ry cl w ry 0 0 0 n n I cn 0 c 0 H _ n 0 0. 0 DOOR SCHEDULE m BUMHE #1 / OMCE & AUCON DWE THROUGH DOOR FRAME DOOR DETAILS MARK DOOR SIZE ACTION ELEV LABEL MATERIAL FHSH MATERIAL FINISH HRDWR SET THRESHOLD (LAZING SRI JAMB I EAD REMARKS 3'-0' '-O° SWING DSF - ALUMINUM ANOD. BRONZE ALUMINUM ANOD. BRONZE KEYED ALUMINUM TEMP 4/A6.2 8/A6.2 8/A6.2 CLOSER 1000 (PR) 3'-0" X 7"-0 SWING DS - AL D. BROr UM rIOD .ONZE KEYS ALU TEMP 4 2 A6.2 A6.2 CLOSER IOOC (PR) 3"-0" X 7'-0" SWING DSF 20 MIN ALUMINUM ANOD. BRONZE ALUMINUM ANOD. BRONZE KEYED ALUMINUM WIRE 4/A6.2 7/A6.2 7A/A6.2 OSER M2� 1000 (PR) 3"-0" X 7'-0" SWING DSF 20 MIN ALUMINUM ANOD. BRONZE ALUMINUM ANOD. BRONZE KEYED ALUMINUM WIRE 4/A6.2 7/A6.2 7A/A6.2 CLOSER IOOE 3'-0" X 7'-0" SWING F - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/A6.2 q/A6.2 q/AG.2 CLOSER SWING F - WOOD STAIN OL. METAL INT ASSAGE - - I/A6.2 1/ 6.2 - 102A 3"-0" X 6"-8" SWING F - WOOD IIOL. PAINT KEYED - - - I/A6. - 103A 3'-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 1038 3'-0" X 6"-8" CASED OPENING 104A 3'-0" X 6'-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 1048 3'-0" X 7-0" SWING F - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/AG.2 2/A6.2 2A/A6.2 CKLOSER 105A 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - IOGA 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 107A 3'-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2- 108A 3'-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PUSH/PULL - - - I/A6.2 I/A6.2 CLOSER/UNDERCUT IOgA 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - IIOA 3'-01' X 6'-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 1108 3'-0" X 7'-0" SWING F - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/A6.2 q/A6.2 q/A6.2 CLOSER IIIA 3"-0` X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 1118 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 112A 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/AG.2 - 113A 3'-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 114A 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 115A 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 115B 3"-0" X 6"-8" CASED OPENING I/A6.2 I/A6.2 116A 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 118A 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 1188 3"-0" X 6"-8" CASED OPENING IIgA 3"-0" X 6-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 120A 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 121A 3"-0" X 6"-8" SWING F - WOOD STAIN - HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 122A 3"-0'' X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 1228 3"-0" X 7'-0" SWING F - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/AG.2 q/A6.2 q/A6.2 CLOSER 123A 3'-0" X 6-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 124A 3'-0" X 6-8" SWING F - WOOD STAIN HOL. METAL PAINT PRIVACY MARBLE - - I/A6.2 CLOSER/UNDERCUT 125A 3'-0" X 6'-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - rl/A6.2 2 I/A6.2126A 3"-0" X 6"-8" SWING F - WOOD STAIN NOL. METAL PAINT PRIVACY MARBLE - .2 I/A6.2 CLOSER/UNDERCUT 127A 3"-0" X 6'-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 - 128A 3'-0" X 6-8" SWING F - WOOD STAIN HOL. METAL PAINT PUSH/PULL MARBLE - - I/A6.2 I/A6.2 CLOSER/UNDERCUT 12gA 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PUSH/PULL MARBLE - - I/A6.2 I/A6.2 CLOSER/UNDERCUT 130A 3"-0" X 7'-0" SWING F - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/A6.2 q/A6.2 q/A6.2 CLOSER 1306 (PR) 3'-0" X 6'-8" SWING DF - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 SIDELITES 131A 3'-0" X 6'-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE MARBLE - I/A6.2 I/A6.2 - 1318 3'-0" X 7'-0" SWING F - VIOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/A6.2 q/A6.2 q/A6.2 CLOSER 132A 3'-0" X 6'-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 133A 3'-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 136A 3'-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PU51-I/PULL - - - I/A6.2 I/A6.2 CLOSER/UNDERCUT 137A 3'-0" X 7'-0" SWING F - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/A6.2 2/A6.2 2A/A6.2 CLOSER, 138A (PR) 3'-0" X 6'-8" SWING DF - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 13gA (PR) 3'-0" X 7'-0" SWING DF - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - _ 5/A6.2 2/A6.2 2A/A6.2 CLOSER 140A 3'--0" X 6'-8" SWING F - WOOD STAIN HOL. METAL PAINT PUS►-a/PULL - - - I/A6.2 I/A6.2 CLOSER./UNDERCUT 1408 3"-0" X 6"-8" SWING F - WOOD STAIN _ HOL. METAL PAINT PUSt I/PULL - _ -_ I/A6.2 I/A6.2 CLOSER/UNDERCUT 141A 3'-0" X 7"-0" SWING, F - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/A6.2 2/A6.2 2A/A6.2 CLOSER 142A 3'-0" X 7'-0" SWING F - HOL. METAL PAINT HOL. METAL PAINT KEYED ALUMINUM - 5/A6.2 2/A6.2 2A/A6.2 CLOSER 143A 3"-0" X 7'-0" SWING F - HOL. METAL PAINT HOL, METAL PAINT KEYED ALUMINUM - 5/A6.2 2/A6.2 2A/A6.2 CLOSER 143E 12"-0" X 14'-0" COILING C - METAL FACTORY METAL PAINT MFR. - - -- 3/A6.2 3A/A6.2 143C 12'-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 - 1430 12'-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 - 143E 12"-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 - 143F 12"-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 - 143G 12"-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 - 143H 12"-0" X 14'-0" COILING C - METAL FACTORY METAL PAINT MFR.. - - - 3/A6.2_ 3A/A6.2 - -_ 1431 12'-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 - 143J 12"-0" X 14'-0" COILING C - METAL FACTORY METAL PAINT _ MFR. - - - 3/A6.2 3A/A6.2 - 143K 12'-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT NFR. - - -- 3/A6.2 3A/A6.2 143L 12'-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT rIFR. - - 3/A6.2 3A/A6.2 143N 12"-0" X 14'-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 - 144A 3"-0" X 6"-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - I/A6.2 I/A6.2 145A 3"-0" X 6"-8" SWING f` - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - 146A 3'-0" X 6"-0" SWING WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 - RECRJ"REA �t., -13 c3ri?lE flrj-ll I I Goo 100 IMPH loffi1DS> DOOR SCHEDULE - WONG #2 / RE05Tf AMN WONG DOOR FRAME DOOR DETAIL MARK DOOR SIZE ACTION ELEV LABEL MATERIAL FIIdiSH MATERIAL FIN SH HRDWR SET TFRESIIOID GLAZ�dG Slu. JAMB HEAD REMARKS 200A 3'-0" X 7.-0" SWING. SF - ALUM/GLASS ANODIZED ALUMINUM ANODIZED KEYED ALUMINUM TEMPERED 4/A6.2 2/A6.2 2A/A6.2 CLOSER 201A 3'-0" X 6-8" SWING, F - WOOD STAIN HOL. METAL PAINT KEYED - - - I/A6.2 I/A6.2 202A 3'-0" X 6-8" SWING F - WOOD STAIN HOL, METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 203A 3"-0" X 6-8" SWING F - WOOD STAIN HOL. METAL PAINT PRIVACY - - - I/A6.2 I/A6.2 204A 3"-0" X 6-8" SWING F - WOOD STAIN HOL. METAL PAINT PASSAGE - - - I/A6.2 I/A6.2 I DOOR SCHEDULE - B'UkDH"G 79 3 / MAHTf ENANCE BUEMG DOOR FRAME DOOR DETAILS MARK DOOR SIZE ACTION ELEV LABEL MATERIAL FINISH MATERIAL FINISH HRDWR SET TFRESI-iOLD GLAZING SILL JAMB HEAD REMARKS 300A 10"-0" X 14'-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 3000 10'-0" X 14'-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 300C 12'-0" X 14'-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 3009 10'-0" X 14'-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 300E 10'-0` X 14'-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 30OF 12'-0" X 14"-0" COILING C - METAL FACTORY METAL PAINT MFR. - - - 3/A6.2 3A/A6.2 300G 3'-0" X 7"-0" SWING F - HOL METAL PAINT HOL METAL PAINT KEYED ALUMINUM - 5/A6.2 2/A6.2 2A/A6.2 300H 3"-0" SWIr1G F - NOL L PAI HOL METAL KEYED UMINU - 5/A6.2 2/AQ 2A/A6.2 V v FDOOR SCHEDULE o WON"GI -4 - GUARD SHACK v I~ DOOR FRAME DOOR DETAILS MARK DOOR SIZE ACTION ELEV LABEL MATERIAL FINISH MATERIAL FINISH HRDWR SET THRESHOLD GLAZING SILL JAMB HEAD REMARKS 400A 6-0" X 6"-8" SLIDING SL - ALUM/GLASS FACTORY ALUMINUM FACTORY MFR. ALUMINUM TEMP - - - 400B 6"-0" X T-0" SLIDING SL - ALUM/GLASS FACTORY ALUMINUM FACTORY MFR. ALUMINUM TEMP - - - FLUSH COILING OVERHEAD DF O O SL 2" AS SCH. 2" 0 0 U v� AS SCHV�'\ 1'_6` \6'-O` m TEMPERED �j SIDELITE U BOTH SIDES cn QLu �2 �3 DOOR 130E DOOR ELEVATONS FRAME ELEVATDNs SCALE: %" = 1"-0" M2 SCALE: %" = 1"-0" lie 20"-4" 5-4" ct� 1,", BRONZE TINTED CLASS %" CLEAR CLASS, TEMPERED, SIDELITE %" CLEAR CLASS, TEMPERED, SIDELITE %" BRONZE TINTED CLASS, TEMPERED, SIDELITE BRONZE ANODIZED ALUMINUM FRAMES BRONZE ANODIZED ALUMINUM FRAMES BRONZE ANODIZED ALUMINUM FRAMES BRONZE ANODIZED ALUMINUM FRAMES 2" FRAME TYP. 2" FRAME TYP. 2" FRAME TYP. 2" FRAM �O O ° 5'-O" f I- /Alv/ o t� %` CLEAR GLASS, TEMPERED, SIDELITE BRONZE ANODIZED ALUMINUM FP.AMES FRAl"IE T'(P. C\E � %" CLEAR GLASS, TEMPERED, SIDELITE BRONZE ANODIZED ALUMINUM FRAMES 2" FRAME TYP. O W � N"D 0 W fELEVATODNS .SCALE: W' = 1'-0` Am2 %a` CLEAR CLASS, TEMPERED, SIDE BRONZE ANODIZED ALUMINUM FRAME 2" FRAME TYP. OPASS--THRU 0\ SBC 705.3.2.2 UNLESS OTHERWISE SPECIFIED, DOOR ASSEMBLIES IN WALLS REQUIRED TO HAVE A FIRE RESISTANCE RATING OF I -HOUR OR LESS SHALL HAVE A FIRE RESISTANCE RATING OF 20 MINUTES WHEN TESTED IN ACCORDANCE WITH NFPA 252 WITHOUT THE HOSE STREAM. SBC 705.1.3.2.3 ALL DOORS IN SMOKE BARRIERS, HORIZONTAL EXITS, STAIRWAY ENCLOSURES AND OTHER DOORS OPENING BETWEEN ROOMS AND FIRE -RATED EXIT ACCESS CORRIDORS SHALL BE SELF -CLOSING AND SO MAINTAINED OR SHALL BE PROVIDED WITH APPROVED DOOR HOLDING DEVICES OF THE FAIL SAFE TYPE WHICH WILL RELEASE THE DOOR CAUSING IT TO CLOSE WHEN ACTIVATED BY APPROVED LISTED SMOKE DETECTORS. ALL DOORS TO BE PROVIDED WITH LEVER -TYPE HARDWARE HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. (FLORIDA STATUTES CHAPTER 553, PART V, FLA ACCESSIBILITY CODE 4.13.q) WORM.201129� AN A ill [CIMAL RESICES ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 = Wjft AM AR COHSTRUCTION Cwo.AL GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 �1 << << OCD L l C� c� Z << L�J %TET INFORMATION DATE 21 AUGUS T 2000 wl BY: AP / SRR PR )ECT rlO: 20009 LAS PLOT DATE 2(2UVl= 2000 REVISIONS t%fM #1 - 29 AUGUST 2000 ICATION f2 - 22 OCT 2000 DOOR 5 C H Eun"uk E i 0 A LTl O n CD D '7 O CD C� rt C 0 <v 0 0 rn a Lo W 0 0 fU ru 0 0 n 0 r-F- H n SCALE :" = I"-01' ON ON 376" OR 6" METAL STUD -ATION HTMOR WALL SECT0N SCALE: %" = 1'-0" ERHEAD CMIC DOOR . MI. Kollit'lims "manammiloolosill SCALE: %2' =- 1-0" EXTEMOR DOOR IAMB AT STUD/BMICK SCALE: 3"= 1"-0" STOREFRONT AT STUD/BMCK WALL SCALE: 3"= 1.-0" STOREFRONT AT CMU S('ALE: T" 1'--0" 8U MEMOIR S" CONCRETE BLOCK GROUT COPES SOLID AT JAMB CONT SEALANT BOTH SIDES LINE OF SILL BELOW - ALUMINUM FRAME - GLAZING - SEE WINDOW SCHEDULE EXTEH P o DPYWALL STOOL HAT CHANNEL CONT SEALANT BOTH SIDES SEALANT FLASHING SEE FINISI► SCHEDULE FOR DRYWALL WHERE OCCURS DETAL 0 EXTEMOR WHDOW SCALE: 3" = T-0" -- - POOP —ALUrIINUrl THRESIIOLD HANDICAP ACCESSIBLE CONGPETE WALK OR STOOP SLOPE DOWN AWAY FROM BUILDING Q 1/4" PER FT. �s MAX. ;T SLOPE DOWN A ? � d Q �- EXPANSION 11MRIAL I/2" - SILICONE SEALANT BED HN, DO C(,-),EXT. WALLS - SQLL "CALE: 3�-- I --o' 4" THICK CONIC. SIDEWALK TYP. SLOPE VV / FT. n %2" EXPANSION JOINT FILLER. - SCALE: 3"= 1"-0' nano n uncc 8' CONC. BLOCK SCALE: 3" ._ 1'--0" ALUM, STOREFRONT DOOR TYP. ALUrl. THRESHOLD - SET IN CONT. SEALANT BED Y ci r CONCRETE SLAB a� GROUT CELL SOLID MASONRY JAMB ANCHOR.. 5 MIN PER JAM _j I' 8' CONIC. BLOCK. — E n; -- 1 HOLLOW METAL FRAME, GROUT SOLID _ 1 ---- ILL u CAULK �'� 4' AT HEAD DETAIL 2A/A6.2 IAMB DETA IL�. @ MASONRY WALL SCALE: 3" = 1'--0" (HEAD DETAIL SIMAR — 2A/A6 2) T-�L DVS CM 3 { gg ,�" diM1t�9A'"�g•,p. sa OF 56c F k3�r.=ter w ,o*'T lJC '; .. "SSE a, UA°"� r- F ' /`Y00,11M annnn )E DOUBLE JAMB STUDS HOLLOW METAL FRAME DRYWALL JAMB ANCHOR MIN. 3 PER JAMB (HEAD 51°11LAR) MB DETML @ METAL STUD SCALE: 3" = 1'-0" 1h]lffl 210110-11101 fiJS EXTEH P o DPYWALL STOOL HAT CHANNEL CONT SEALANT BOTH SIDES SEALANT FLASHING SEE FINISI► SCHEDULE FOR DRYWALL WHERE OCCURS DETAL 0 EXTEMOR WHDOW SCALE: 3" = T-0" -- - POOP —ALUrIINUrl THRESIIOLD HANDICAP ACCESSIBLE CONGPETE WALK OR STOOP SLOPE DOWN AWAY FROM BUILDING Q 1/4" PER FT. �s MAX. ;T SLOPE DOWN A ? � d Q �- EXPANSION 11MRIAL I/2" - SILICONE SEALANT BED HN, DO C(,-),EXT. WALLS - SQLL "CALE: 3�-- I --o' 4" THICK CONIC. SIDEWALK TYP. SLOPE VV / FT. n %2" EXPANSION JOINT FILLER. - SCALE: 3"= 1"-0' nano n uncc 8' CONC. BLOCK SCALE: 3" ._ 1'--0" ALUM, STOREFRONT DOOR TYP. ALUrl. THRESHOLD - SET IN CONT. SEALANT BED Y ci r CONCRETE SLAB a� GROUT CELL SOLID MASONRY JAMB ANCHOR.. 5 MIN PER JAM _j I' 8' CONIC. BLOCK. — E n; -- 1 HOLLOW METAL FRAME, GROUT SOLID _ 1 ---- ILL u CAULK �'� 4' AT HEAD DETAIL 2A/A6.2 IAMB DETA IL�. @ MASONRY WALL SCALE: 3" = 1'--0" (HEAD DETAIL SIMAR — 2A/A6 2) T-�L DVS CM 3 { gg ,�" diM1t�9A'"�g•,p. sa OF 56c F k3�r.=ter w ,o*'T lJC '; .. "SSE a, UA°"� r- F ' /`Y00,11M annnn )E DOUBLE JAMB STUDS HOLLOW METAL FRAME DRYWALL JAMB ANCHOR MIN. 3 PER JAMB (HEAD 51°11LAR) MB DETML @ METAL STUD SCALE: 3" = 1'-0" 1h]lffl 210110-11101 fiJS ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803N6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 546'1 iMoNce, i7i Col"osTnucliolill Co. GENERAL CONMACTOFIS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 P11407 3231150 Fly 407 323 9304 elf) LA kzl ITIET IF?FORMAT1%1 DATE 21 ALKMT 20W DRAV'!h1 BY: JLP I SRR ERTJfa 1 U: 2.000 LAS'r ftO r DATE: 29 ALKMT' 2000 MEWS 1-.-MODFICAMN 11 - 29 ALUJSr 2000 DOOR DETAILS WINDOW DETALS T N I0'-q` f::3 PLAN AT AUCTIONEER BOOTK SCALE: V4` = 1'-0" ni ACTI/I 1 AMIKIA-fr- 11\1r-r) STEPS: 11" TREAD W/ I" NOSING 611, RISERS SECTION AT AUCTIONEER BOOTH SCALE: V2' = 1'-0' MD (D(DM L-0 Ccf� MNMn Q v n E ru" U L E X1 vd EMMHITI� 0" -EIRML, O F "rVIE SLUUf Wo C0111-f X1101 t0l' L- Wrl W"TWIALILY PIPDTEQUA7rEE FOil jnn awm4 wflCv3fj& Space Ho` r Base Wah Cefl*gng Remarks N 0. Name North East South West Material Height 100 MAIN LOBBY CERAMIC CERAMIC PTO GYP BP PTO GYP BP PTO GYP 131) PTO GYP 50 ACT 14'-0" — 101 SALES CARPET VINYL PTO GYP BD PTP GYP 131) PTO GYP BP PTI) GYP BE) ACT 10'-011 — 102 CASHIER CARPET VINYL PTO GYP 131) PTO GYP DO PTO GYP DO P1 I) GYP 131) ACT q,—O" — 103 I-INPA'S OFF -ICE CARPET VINYL PTO GYP DO PTO GYP 131) PTI) GYP DO PTO GYP BP ACT q,—O,, — 104 LISA'S OFFICE CARPET VINYL PTO GYP DO PTO GYP DO PTO GYP DO PTO GYP 131) ACT q, — Oo — 105 RECORD STORAGE CARPET VINYL PTO GYP 131) PTO GYP BP PTO (,Yp BO PTO GYP 50 ACT q'—O" — 106 HALLWAY CARPET VINYL PTO GYP BP PTO GYP BD PTO GYP BP PTO GYP BP ACT q'-011 — 107 CONNIE'S OFFICE CARPET VINYL PTO GYP BP PTO GYP BD PTO cyp 130 PTO GYP 51) ACT q1_011 — 108 LADIES" RESTROOM VCT VINYL PTO GYP DO PTP GYP BP PTO GYP ap PTP GYP 13P ACT q'-011 — IOGI COMPUTER ROOM CARPET VINYL PTO GYP BE) PTO GYP BP PTO GYP 13P PTO GYP 51) ACT q-011 — 110 BREAK ROOM CARPET VINYL PTO GYP 131) PTO GYP 131) PTO GYP 131) PTO GYP BD ACT q,—O,l — III DEALER REGISTRATION CARPET VINYL PTO GYP B[) PTO GYP BD PTO GYP 130 PTO GYP 13t) ACT q, — Oo — 112 PHONE ROOM CARPET VINYL PTO GYP BO PTO GYP BE) PTO GYP BO PTO cyp BP ACT q'-011 — 113 OFFICE CARPET VINYL PTO GYP DO PTO GYP 131) PTO GYP BP PTO GYP 51) ACT q,—Ojt — 114 OFFICE CARPET VINYL PTO GYP BD PTO GYP DO PTO GYP DO PTO GYP 51) ACT q'-011 — 115 OFFICE CARPET VINYL PTO GYP BD PTE) GYP BP PTO GYP 131) PTO GYP BE) ACT q1_011 — 116 HAT CHECK CARPET VINYL PTO GYP BO PTO GYP BP PTO GYP 131) PTO GYP 51) ACT q'-011 — 117 NOT USED 118 SALES CARPET VINYL PTO GYP BD PTO GYP BD PTO GYP 131) PTO GYP 5P ACT q,—Otl — IIq TOM C.'S OFFICE CARPET VINYL PTO GYP DO PTO GYP BO PTO GYP 131) PTO GYP BD ACT G11-011 — 120 CRAIG'S OFFICE CARPET VINYL PTO GYP DO PTP GYP 131) PTO GYP 131) PTO GYP BE) ACT q,—O,l — 121 MIKE'S OFFICE CARPET VINYL PTO GYP 131) PTO GYP BE) PTO GYP 131) PTO GYP BP ACT q,—Oil — 122 HALLWAY CARPET VINYL PTO GYP 131) PTO GYP 131) PTO GYP 13P PTI) GYP 51) ACT q'—O` — 123 RON'5 OFFICE CARPET VINYL PTO GYP DO PTO GYP 131) PTO GYP 131) PTO GYP 131) ACT 124 EXECUTIVE RES] WON CERAMIC CERAMIC PTO GYP 131) PTO GYP BP PTO GYP Bp PTP GYP 01) ACT q'—o' 125 CONFERENCE CARPET VINYL PTO GYP BD PTO GYP DO PTO GYP DO PTO GYP BDACT IIi I q'-011 126 EXECUTIVE RF-STROON CERAMIC CERAMIC PTP GYP b[) PTP GYP BP PTP GYP BO PTO GYP BD ACT q1_011 — 127 PEALEP'S Or-PICI-*- CARPET VINYL PTO GYP 131) PTO GYP BD PTO GYP 131) PTO GYP 51) ACT q'-011 — 125 LADIES" RESTROON CERAMIC CERAMIC PTO GYP Do PTO GYP 131) PTO GYP 131) PTO GYP 131) ACT q'—O' — 12q MEN'S PESTROON CERAMIC CERAMIC PTO GYP BD PTO GYP DO PTO GYP DO PTO GYP 131) ACT q'-011 — 130 LOUNGE CERAMIC CERAMIC PTO GYP 131) PTO GYP BP PTO GYP BP PTO GYP BD ACT q'-011 — 131 KITCHEN VCT vildyl- PTO GYP BE) PTO GYP BD PTO GYP 13P PTO GYP DO ACT q-011 — 132 MECHANICAL #3 CONCRETE Virlyl- PTO GYP DO PTO GYP 131) PTO GYP 13P PTO GYP DO ACT q'—O 133 JANITOR VCT VIFIYL PTO GYP 131) PTO GYP BO PTO GYP BP PTO GYP 131) ACT q'—O" 134 NOT USED 135 NOT USED 136 LADIES' RESTROON VCT V1111n PTO GYP DO PTO GYP BD PTO GYP 131) PTO GYP 131) ACT q,—O" — 137 DRIVER'S LOUNGE CARPET VI1'11L PTO GYP DO PTO GYP DO PTO GYP 131) PTO GYP DO ACT 10'—Oj1 — 138 MECHANICAL #4 CONCRETE VINYL PTO GYP DO PTO GYP BP PTO GYP BP PTO CYP DO ACT q'-011 — 13q HALLIYAY CONCRETE V11.111(1- PTO GYP 131) PTO GYP DO PTO GYP 131) PTO GYP Do ACT q,—O,, — 140 MEWS RE5TROOM VCT VINYL PTO GYP DO PTO GYP 131) PTO GYP BP PTO GYP DO ACT q'—O 141 OFF -ICE CARPET VINYL PTO GYP 130 PTO GYP BD PTO GYP BE) PTO GYP BD ACT q'-011 142 ARBITRATION OFFICE CARPET VINYL PTO GYP BD PTO GYP DO PTO GYP 131) PTO GYP DO ACT q, — Oo 143 DRIVE LANES CONCRETE VINYL PTO 131,Off PTO BLOCK PTO GYP BP PTO BLOCK EXPOSED VARIES ZOLATONE FAINT 144 MECHANICAL #1 CONCRETE VINYL PTO GYP 131) PTO GYP BP PTO GYP 131) PTO GYP BD ACT q'-011 145 MECHANICAL #2 CONCRETE VINYL PTO GYP BP PTO GYP 131) PTO GYP BO PTO GYP 131) ACT q,—O,, 146 ELECTRICAL ROOM CONCRETE PFNB PTO GYP BRP PENS PFNB EXPOSED VARIES 200 LOBBY VC1 V1HYL PTO GYP B[) PTO GYP 131) PTO GYP BD PTO GYP 131) ACT q-011 201 OFFICE VCT VINYL PTO GYP DO PTO GYP BD PTO CYP I3P PTO GYP DO ACT q-011 202 OFFICE VCT VINYL PTO GYP BP PTO GYP BD PTO GYP BP PTO GYP 61) ACT q,—O,l 203 RESTWOIII VC virIlL PTO GYP 13P PTO GYP 131) PTO GYP BP PTO GYP 131) ACT q'—Ojt 204 OFFICE VCT VINYL PTO GYP BE) PTO GYP 131) PTO GYP DO PTO GYP 131) ACT q'—O 11 300 7 Mb��Nb PEN, POSED 'Kv7 VARIES 400 GUARD SHACK VCT rrl PTD GYP BD PTO GYP BP PTO � GYP21 BD PTD GYP BD ACT 6-011 1flC11HOLM 21118 UN AU1111CHIPAL KRUK[$ ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 M CONSMICT1011 CO. GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PI -I 407 323 1150 FX 407 323 9304 0 <<] Q 0 o 0-4 00 <<) 51!EE'r NOUKTION DATE- 21 AtMT 2000 DRAWN BY: SRR FROJECT MY 20009 LAST PLOP DAM 20 OCTLOBER 2000jj REVISIONS MODECAMN #1 - 29 AUGUST 2000 MODIFICA,"TION #2 — 22 OCT 2000 AN ISH SCHEDULE 0 co n rt n� c Cl N O O (D OJ 00 CD - CD _ O n r+ N W N W W N W N 0 0 0 D C e o� H 0 0 r DESIGN CRITERIA: DI ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE STANDARD BUILDING CODE LATEST EDITION. GENERAL: GI THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. G2 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. G3 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. G4 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL UNLESS OTHERWISE NOTED OR DETAILED. G5 PROVIDE 6MM POLYETHELENE VAPOR BARRIER, VISOUEEN OR EQUIVALENT OVER TERMITE -TREATED, WELL -COMPACTED SOIL FOUNDATIONS: F I CONTRACTOR 51-1ALL DETERMINE IF ANY UNSUITABLE CONDLIIOHS ARE DISCOVERED DURING, EXCAVATION WHICH WOULD PREVENT ATTAINMEFIT OF THE DESIGN SOIL PRESSURE REQUIRED BY THE SOILS REPORT. CONCRETE & REINFORCING: Cl CONCRETE WORK SHALL CONFORM TO ACI CODE REODUIREMENTS FOR REINFORCED CONCRETE (ACI 318-8q) C2 ALL CONCRETE SHALL HAVE A MIN. 28 DAY STRENGTH AS FOLLOWS: FOUNDATIONS, FILLED CELLS, TIE BEAMS, SLABS ON GRADE 3,000 PSI C3 REBARS SHALL CONFORM TO A5TM-615 GRADE 40. WELDED WIRE FABRIC 51-ftl_ CONFORM TO ASTM A-185. C4 SPLICES AND ANCHORAGE OF REINFORCING. SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: WELDED WIRE FABRIC 6" ALL OTHER 36 PIA (12" MIN) C5 REINFORCING IN WALLS, FOOTINGS ANP BEAMS SHALL BE CONTINUOUS AND LAPPED 36 BAR PIA AT SPLICE UNLESS OTHERWISE NTTED, HOOK AND LAP ALL CORNER AND INTERSECTING BARS. C6 NINIMUM COVER FOR REIriFORCIHC SHALL BE AS DE -FAILED. I-IASONP..Y: MI MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARDS\ BUILDING CODE REQUIP-.EMENTS FOR CONCRETE MASO1,19Y (ACI 530-88/ASCE 5-68) AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1.-68/ASCE 6- 66). M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-qO. M3 MOQfAR 51-1ALL COMPLY WITH ASTM C270, TYPE M OR S. M4 SEE FOUHPATION PLAN FOR ALI, VERTICAL. REINFORCING. TYPICAL REINFORCING SIZE AND SPACING SHALL BE ABOVE A1,10 BELOW ALL WALL OPENINGS. M5 PROVIDE FILLED PRECAST U-►_IHTELS W/1#5 CONf. AT ALL OPENINGS WHERE CONCRETE BEAMS ARE NOT SHOWN OR NOTED M6 EXTEND ALL VERTICAL WALL REINFORCING TO 2" OF TOP Of- WALL OR BEAM UNLESS OTHERWISE NOTED. 117 CONTINUE REINFORCING ABOVE DOORS & WINDOWS COHT. PVC JOINT INSET FILLED CEL CONTROL BLOCK UNIT CONT. BACKER ROD AND SEALANT BOTH SIDES — 3/8" JOINT TYP. CONTROL BLOCK UNIT NO-I-E: 1) "MCJ."=MASONRY CONTROL JOINT 2) PROVIDE A DUMMY JOINT AT TIE BEAMS IN LINE W/ MCJ. hA.Ca o DETAL SCALE: Y4" = 1'-0" 24'' r nir r y - OF GIRDER ABV. 12" _ FTC. BLW. AND COL. (3) CMU CELLS FILLED \Y1 3000psi CONC. AND W/ (6) #6 VERTICAL (2) IN EACH CMU CELL (EXTEND ALL VERT, REINF. FROM 81' HOOK IN FTC. TO 8" HOOK IN BEAM AT T/WALL TYP.) MC-2 SECT�ON. SCALE: Y'' = 1'-0" PRE—FAB METAL KEYWAY (( \ALVAHIZFP) x--x—x--x , ( x—x—x "I'YP.-COL_D JOII,IT BETWEEN POURS OCCURS ONLY AT "C.J." LOCATIONS SEE FND, PLAN EXPANSIOIl JOINT MATERIAL SEE ARCH. D!aVGS. _X__X—x� C X---X-X- , I� I 6" 6" ANSM JOINT I" DEEP SAW CUTS TO BE MADE 1/8" \AuE x I" DEEP WITHIN 24 HRS. OF POUR. AS PER GROOVE WITH FAST DRY_ SPECIFICATIONS WWF SHALL TRAFFIC SEALANT FILLER AT BE CONTINUOUS AT ALL CONTROL EXPOSED FLOOR JOINTS (TYP. C.J. U.O.N.) _X_--X___ X-X- �l SAW CUT JOINT TV. w' .j.' oil fir, 1 9111 C 0 r Rp, (c 2 � N' � �D �Aa �s SCALE: YA" = I'-0" PAINT TRAI 6" PIA STE FILLED WITI %" EXPANS PAVING OR CONCRETE DEEP AND #5 REBAR pp pp 16" B®RLLAR® SCALE: N" = 1"-0" (1) #5 VERT. REINFORCING ADJACENT TO EACH OPENING OR @48" O.C. -�— 8" CMU WELDED -WIRE MESH - - FINISHED FIRST FLOOR. a 0'-0' (REFERENCE DATUM) i -III G5 G5 I I P— .:III #53 CONT. W/#3 II —I% CROSS —TIES AS NEEDED -IT Tl REFER TO SPECIFIC BUILDING T1��� V�® �®�� FOOTING SCHEDULES FOR DIMENSIONS &REINFORCING SCALE: Y4" = 1"-0" 4" CONC. SLAB W/ 6 X 6 - 10/10 W.W.M. ON 6 MIL VAPOR BARRIER ON CLEAN, WELL -COMPACTED, TERMITE - TREATED FILL WELDED -WIRE MESH — � FIN. 01-011 SLOPE DOWN GRADE ' av vv = ( G5- , =1 I��I Cry' -- - 1 a" TURNED EDGE vv SCALE: Y4" = 1'-0" AUCTION SLAB OFFICE SLAB WELDED WIRE MESH FIBERMESH SCALE: X" = 1"-0" 87RUf,`TALL E D,,,ATE FOR 1 , �1ISv of (�R�CN•SO�UiIONS IN AMIRCRUAL RESC#LCES ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 cr01#STRVCTIOM CO. GENE L GGMUCTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Lu Ctfi <<, C:) 0 luc� <`1rz____3 L�--J SI-EET ff-ORMAJ ION DATE: 21 AUGUST 2000 DRAWN BY: J.P / SRR PROJECT NO. 20009 LAST PLOT DATE: 20 OCTOBER 2000 REVISIONS M ODFICKTION #1 - 29 AUGUST 2000 MODIFICA'f lON #2 - 22 OCr 2000 FOUNDATION DETAIS -D 0 n r+- r,- 0 0 0 UD -i CD n r-t- fU O W N W LED R.) 0 0 0 n 0 0 r,- 0 p F--f n 0 OL Qj r DOWNSPOUT 3070 SGD 8" PTD CMU TURNED EDGE RIGHT"SIDE ELEVATIQON LEFT ME ELEVATION SCALE: I/8" = I'-0" SCALE: i/8" GUTTER GALVALUME ROOF 940 FIXED WDW 9WNSPOUT " PTD CMU CONCRETE SLAB q).EEAR ELEVA N SCALE: I/8" = 14'-0" ol 13'-0" 6-0" 3'-Oil 01 6" 5"- " 6' n4 F— — o I COUNTERTOP 24"1)X6'-3'W � 1 114j00,� L- - -4 cyELLOO14PLAN 3"-0" gi-WT/8" = 0 tu S`-0" t FILLED CELLS, TYP 4" CONCRETE SLAB TURNED EDGE: 161,WX 18"DP (2) #5"5 CONT. OUNDAMN PLAN �—,- CALE: I/6" = I"-0"� OUTLET 42" A.F.F. GOOF PLAN REFLECTED ; CEUNG PLAN ELEC�TMAL PLAN SCALE: 1/8" = I"_-O" 9 SCALE: 1/8 I 0 SCALE: I/8'' - II -0' WALL SECTON SCALE: Y4" = I -0" BUILDING C0IE MID A REMIjVjgg .,N-ra OF CTIJ0IN I660M rr-zALL EQUATIE FOR i00 MPH VIAND& UTS #5 IN SEE FLOOR lol IMP-2 0121 ON �N AMURIMAL VISCMUS ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PR 407 897 5461 CL 407 325 7992 FX 407 897 5461 T M A& M wKee ITS 'a CONSTRUCTION CO. MR GENERAL CONTRACTORS '770'MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 a 0 SHEET I f ORMNT ION DATE: 21 AUGUST 2000 DRAWN BY: JLP / SRR PROJECT t". 20009 LAST PLOT" DATE 20 OCTOBER 2000 REVISIONS M ODIRCA I ION #1 - 29 AUGUST 2000 MODIFICATION #2 - 22 OCT 2000 GUARD SHACK r Foundation, Floorplan Elevs, Electrical, Mechanical n 0 CD n c-t- c rr 0 / fV 0 0 cn n F-� Q lL] Cn C O n fi DO fN RJ W CW CD W Ul N 0 0 0 0 0 H 7 n 0 a 0 m F— 0 V uwuo 14`�10 li llul�rDu 111.4 SCALE: HO SCALE .® Commma To OF THE 1997 STA,140ARD BUILDING CID ANY)JARE 1 9 YIPH WINDS. co TAPON Stl Cal ffM IN ARtill[ cluvAL urscm ORLANDO SOUTH OFFICE 28'16 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 7comnuclnooH ��. GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 C� C� c �a a Q o � 0 L L= SHEET IWORMA`1 ON DATE: 21 AUGUS r 2000 DRAM By: 1LP / SRR PROJECT P0: 20009 LAST PLOT DATF- 20 OCTM 2000 REVISIONS ' MOWCATION #1 - 29 AUGUST 2000 MODIIKATOfl #2 - 22 OCT 2-000 PLUMBING RISERS BUILDINGS #I, 2 & 3 C) n v 0 CD n r+- cn a) c r� O rU O O CD CD C7 Q. CC] Tj L C ry W fV O ry 0 0 0 X, n r UJ 0 c �r U n 0 Qj Q 0 -n F- SYMBOL DESCRIPTION BASIC MATERIALS SINGLE POLE SWITCH S a (SUBSCRIPT INDICATES ITEM CONTROLLED) S 3 THREE-WAY SWITCH S 4 FOUR-WAY SWITCH S WP SINGLE POLE SWITCH WITH WEATHERPROOF COVER S M MANUAL MOTOR STARTER WITH OVERLOAD HEATERS SD DIMMER SWITCH (1500 WATTS UNLESS OTHERWISE INDICATED) DUPLEX RECEPTACLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER SIMPLEX RECEPTACLE (EWC DENOTES ELECTRIC WATER COOLER. COORDINATE WITH EWC EWC INSTALLER FOR MOUNTING HEIGHT) �- GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. = GFI RECEPTACLE MOUNTED ABOVE COUNTER AT 42" AFF TWO DUPLEX RECEPTACLES WITH COMMON COVER 1-1 TWO DUPLEX RECEPTACLES WITTI COMMON COVER tti 111 MOUNTED ABOVE COUNTER RECEPTACLE COINNECTED TO EMERGENCY POWER 1/2 SWITCHED OUTLET = DUPLEX FLOOR OUTLET RECESSED IN -FLOOR l SPECIAL PURPOSE RECEPTACLE, RATING. AS NOTED PHOTOCELL, MOUNTED ON ROOF FACING NORTH CONNECTION TO MECHANICAL EQUIPMENT Q) JUNCTION BOX SHUNT -TRIP BUTTON -- FLUSH MOUNTED UNLESS OTHERWISE NOTED C�] NEMA 3R FOR EXTERIOR LOCATIONS BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. CONDUIT SHALL INCLUDE PHASE, NEUTRAL_ AND GROUND CONDUCTORS AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR. - - - - - BRANCH CIRCUIT CONDUIT EXPOSED -- E _ - EMERGENCY CIRCUIT I�-- GROUND OR GROUND ROD AS NOTED o CONDUIT TURNING UP :--® CONDUIT TURNING DOWN - ] CONDUIT STUB Z CONDUIT CONTINUED ��. FLEXIBLE CONDUIT ELECTRIC DUCT HEATER, MAINTAIN WORKING CLEARANCE PER NFPA 70. MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER LU 30AF DISCONNECT SWITCH, SIZE AS NOTED 20Aj NF DENOTES NON -FUSED AF DENOTES AMP FRAME AT DENOTES AMP TRIP NEMA 1 UNLESS NOTED O.C.P.- SIZE ` �# OF POLES Lm 3( 33R COMBINATION MAGNETIC MOTOR s rARTER, SIZE AS NOTED '-- ENCLOSURE -NEMA STARTER SIZE .c 0 L L E G E N D SYMBOL DESCRIPTION SERVICE AND DISTRIBUTION BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED — BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, — FLUSH MOUNTED ELECTRICAL METER DISCONNECT LIGHTING 1--0_1 FLUORESCENT STRIP FIXTURE 48/2 1st NUMBER INDICATES LENGTH IN INCHES -OR- 2nd NUMBER INDICATES NUMBER OF BULBS EXAMPLES: - 48/2 - INDICATES A 4-FT, 2-BULB FIXTURE 96/1 - INDICATES AN 8-FT, 1-BULB FIXTURE ACTUAL_ LENGTH OF FIXTURE SHOULD BE SHOWN ACCURATELY ON PLANS FLUORESCENT FIXTURE FLUORESCENT FIXTURE COMPLETELY SHADED DENOTES LIGHT FIXTURE CONNECTED TO EMERGENCY -��--� FLUORESCENT WALL. MOUNTED FIXTURE WITH WALL OUTLET BOX L 1 UNDER COUNTER FLUORESCENT LIGHT FIXTURE U HID, FLUORESCENT, OR INCANDESCENT FIXTURE EXIT LIGHT FIXTURE DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) WALL MOUNTED EXIT LIGHT FIXTURE 0-0-0 EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN ON DRAWINGS R--0 SHADED EXTERIOR LIGHT FIXTURE SHALL BE EQUIPPED WITH AUTOMATIC QUARTZ RESTRIKE CEILING MOUNTED LIGHT FIXTURE r (� DOWNLIGHT FIXTURE ADJUSTABLE DOWNLIGHT FIXTURE ov VAPORPROOF DOWNLIGFI T FIXTURE �KAV VAPORPRQQF ADJUSTABLE DOWNLIGHT- FIXTURE 1� BRACKEr LIGHT FIXTURE FC)O-()-al 'THEATRE LIGHT STRIP `V 0y ADJUSTABLE TRACK LIGHTING 0 HALOGEN SPOTLIGHT LANDSCAPE LIGHTING SCONCE LIGHT U INDOOR EMERGENCY LIGHT SECURITY LIGHT W/ MOTION SENSOR TW - INDICATES TWILIGH r SENSOR TM - INDICATES TIMER M - INDICATES MOTION SENSOR �T OUTDOOR WALL -PACK SECURITY LIGH SYMBOL_ DESCRIPTION FIRE ALARM/DETECTION SYSTEM -I! 1 MANUAL PULL STATION CEILING SMOKE DETECTOR, PHOTO -ELECTRIC TYPE UNLESS QTFIERWISE NOTED I = IONIZATION _FTT--DUCT SMOKE DETECTOR AM R = RETURN S = SUPPLY ��� AIR HANDLING UNIT SHUT -DOWN RELAY COMBINATION AUDIBLE/VISUAL SIGNALLING UNIT - CHIME/FLASHING "FIRE" LIGHT VISUAL SIGNALLING UNIT - WALL MOUNTED - FL_ASHING "FIRE" LIGFIF ONLY (NO AUDIO DEVICE) ELECTROMAGNETIC DOOR HOLD OPEN DEVICE C� CEILING HEAT DETECTOR, 135' UNLESS OTHERWISE / INDICATED FIRE ALARM CONTROL "FACP PANEL - FIRE ALARM ANNUNCIATOR "FAAP" PANEL - FLUSH MOUNTED -F- FIRE ALARM SYSTEM CONDUIT AND WIRING r E �� SECURI TY PANEL FOR ALARM SECURITY SYSTEM VIDEO MONITOR SYMBOL DESCRIPTION TELEPHONEI/COMPUTER RACEWAY SYSTEM ® TELEPHONE OUTLET C = ABOVE THE COUNTER H = HANDICAPPED P = PUBLIC PAY W = WALL MOUNTED COMPUTER OUTLET 2 = QUANTITY OF OUTPUTS C = ABOVE THE COUNTER P = PRINTER W = WALL MOUNTED COMPUTER/TELEPHONE OUTLET C = ABOVE THE COUNTER W = WALL MOUNTED R rum TELEPHONE/COMPUTER TERMINAL BOARD "TTB/CTB" r--� TELEPHONE SYSTEM RACEWAY COMPUTER SYSTEM RACEWAY INTERCOM SYSTEM IC INTERCOM STATION [ INTERCOM MASTER STATION INTERCOM POWER SUPPLY INTERCOM SYSTEM WIRING GENERAL NUTES I LIGHT SWITCHES SHALT_ BE MO! JNIED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 2 RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR 'TO CEN IER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 3 EQUIPMENT SHALL BE OF MAIERIALS SUITABLE FOR AND NEMA RATED FOR THE ENVIR014MENT IN WHICH THEY ARE TO BE INSTALLED. 4 A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC ARTICLE 110. B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCIIIIECTURAL APPURTENANCES IN ACCORDANCE VATH NEC ARTICLE 384. 5 WI-IEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WI THOU T AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET-: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL. BE COMPLETELY FILLED WITH JOIN F COMPOUND (OR OTHER APPROVED MATERIAL). E. PROVIDE A WALL AROUND OUTLETS LARGER THAT 16 SQUARE INCHES. THE INTEGRITY OF [FIE WALL RATING SHALL_ BE MAINTAINED. F. '[HE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FF_EF. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL HE `.:3EPARA1ED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 11 OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH EIL:IWEEN THE EDGES OF TIIE OUTLEF BOX AND THE EDGES OF THE OPENING. 6. ELECTRICAL CON IRAC I -OR '10 PROVIDE RISER DIAGRAMS AND LOAD CALCULATIONS 7. ALL. SMOKE DETECTORS TO BE INTERCONNECTED SYMBOL DESCRIPTION ELECTRIC LOCK SYSTEM EL ELECTRIC LOCK HARDWARE Ar DOOR, SEE 0 ARCHITECTURAL HARDWARE SCHEDULE ELCP A ELECTRIC LOCK CONTROL PANEL, LOCK/UNLOCK ELPC ELECTRIC LOCK POWER CABINET MISCELLANEOUS SYMBOLS QSPEAKER, IN GELLING SPEAKER, WALL -MOUNT l� PUSH BUTTON L.[ IRRIGATION CONTROL_ PANEL TV TELEVISION LOCATION (3 THERMOSTAT 4 GARBAGE DISPOSAL DOOR CHIMES EXHAUSr FAN -�}- EXHAUST FAN W/ LIGHT FIXTURE PADDLE FAN 1 ` ' kE) BL"NG WDIE ANt ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32.803-6827 PH 407 897 546-1 CL 407 325 7992 FX 407 897 5461 ro'iSi°i1Jetl tioJa GENEFtAL CONTFLACTOIRS 770 MONROE ROAD, Sit 15 SANFORD, tl 32771 111407 3231150 F X 407 323 9304 �a CY� e �a G ~�J a �Cxe- JUE__!�ZZ- — j �J ul DATt : Irs ME 2090 — DRAWN BY: - Jp P PRTJF,c r hn: LAST FLO,r DATE 21 �JT4,E }s oo ELE-0-MCAL _1 LILd--I�IiNI D - 7_z] _C)o - r-_ 1� r -a 0 co n rt 0 C rt- 0 i ry 0 0 co CD Q 0 0 rt- Pi W O 0 W RJ O C C D cr 0 C r* r 0 cli 0 0 T r- (2) 5--10H (2) 5- ON 6"d. CHASE BY PLUMBER 6"d. CEASE BY PLUN6EP. 5—TON 4" CHASE BY PLUrffk 5—TON 4" CHASE BY PLUNBEk (2) 3-1/2" PVC W/(4) 500 MCM COPPER PRIMARY BY OTHERS NEC TABLE 250-66 3/0 COPPER GRND/8' ROD TO COLD = WATER (IF AVILABLE, PER NEC ART. 250-50(a) TO METAL FRAME OF BLDG. PER NEC ART. 250-50(b) (4) #2/0 COPPER (1) #4 CU GRND. (1) 2" COND. (4) #1 COPPER (1) #6 COPPER. GRND. (1) 1-1/2" COND. E 1Z .11--1 C-::,AL LE CC, T I -Rl�'- PKBER,,-, D�AGRAM/� 600 AMP 270/480V 30 MDP (2) 2-1/2" CONDUITS W/ (4) 2/0 COPPER (1) #4 CU GRND GENERATOR (2) 2" CONDUIT W/(4) 2/0 COPF (1) #4 CU GRNC 300A MAIN NEMA 1 120/208V 30 or PH 150/3 150/3 SPC SPC PH L H-2 PNL L-1 125A 30 480V LGT. CONT. (2) 2-1/2" CONDUITS W/ (4) 2/0 COPPER (1) #4 CU GRND 400A M.L.O. 277/480V 150/3 125/3 SPC SPC 1-1/2" CONDUIT W/ (4) # 1 CU (1) #6 GRND 125A 30 PNL H-3 277/480V M.L.O. 11 —4 L-6 PNL H®1 bltkmE '1�11�a dal,.. 1-1/2" CO W/ (4) # 1 (1) #6 GR� MA's c m0pa TO THE iflig 1997 N -i° In _rg ARE ,,&4G CODEr� TO POLE LIGHTS TO POLE LIGHTS fU LLY ADEAUAIE �RCfI • SOLUT 10NS I ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORL.ANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 ®NsTRuctION CO. GENERAL iC®WTRACTARS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 L LA << roe 0 • (� n �- 0c:) SI-EET INFORMKHON DATE 21 ALM T 20M DRAWN BY; U / SRR PROfCT NO: 20009 LAST PLOT DATE: 2080WW 2000 REVISIONS M9ODnCATM #1 - 29 AUGUST 2000 MODIFlCATION #2 - 22 OCT 2000 ELECTRICAL PLAN BUL� NIGG #1 - OFFICES ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 4 K elo cotisTnucirlo" c . GEHE L CO"TRACTORS 770 MONROE LOAD, SR 15 SANFORD, FL 32771 PI 1407 3231150 FX 407 323 9304 Ll J 7Z�- uJ -aJ 51-kEl UFORM IMI DAM 21 ALMST 2004 _ DRAWN BY: � � 11-1' / SRR PROJECT NO: �^ 2Q4U9 LAST PLOT DA1E l8 AUUJS1 2W) REV151 K)HS ELECTRICAL PLAN BULDUNE #2 NORTH I I I WALL. —PACK 2 % 41 I DISCONWCT rIErEHE ELEc P. �C1 I ozoz U O J z I I `"a voc 'j J j ¢ LU WALL. —PACK 2 OF 2 CENTER. ON BLDG I I I I I I I I I l BULUNG #3 - MANTENANCE BULUNG ma liui To TM cTi l oe F TI-11B • 9" orl r u.1r)A rj kjj& CE AND, ARS Vt_ L yjADEQUATE FOR 75 ORLANDO SOUTH OFFICE 28'16 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 "i . - I140KOO CoHS iiUCll0H CO. GENERAL CONTACTORS 770 MONROE I AD, SR 15 SANFORD, Fl, 32771 P11 E407 323 1150 FX 407 323 9304 L IZL L� Co__ � QV71 ILJL' ELL T'MAL PLAN & RURS BUIDUfli #2 - RMS IRAI W v 0 co c-� 0 c r+- 0 i 0 0 cn m A 0- 0 _ 0 n r+- RN W O V A v ry rn fU O d O D C7 cm) 0 C c-f- O N 0 cli 0 ffkA99ffil 0NS ON� ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 m Am ogr,&e M ftw c 0mornucr,ON cu. GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 8ANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 Luu1 U L! a � J 0 ro`a 0 ULA z SFEET tFORMA I011, DATE: 21 ADU1ST 2000 DRAWN BY: JLP / SRR PROJECT MO: 20009 LAST PLOT DATE: 20 OCTOBER 2000 REVISIONS MOMCA LION fl v 29 AUGUST 2000 MODINCATIOM #2 - 22 OICT 2000 ELECTRICAL PAlf..L SCHEDWS r lYilll C-) 5 _' 4' &AS'E BY PLUNDER • Ila--- a --ill Ila Hills 11111if 11111111111111311 -Ills II II r F El 46" X 45" EXHAUST FAN TYP. OF (6) 1 E El � c::) Q) _j Wd 112Al2 [-12X12 10"d. 550 CFM _j 14"d. 12'd. 7"d. P I AH I 2001CPM1 12"d.- 20)(14 RX Td aL 16"H X 72W INTAKE LOUVER. ABOVE EACH R-OLLUP POOP THIS SIDE up. OF (6) (2) 540N (2) 5-TON 6"d. CHASE BY PLUNDER 6"d. CHASE BY PLUMBER 5-TON 4" CHASE BY PLUNDER 5-TON 4" CHASE DY PLUNDER AhS WA'0,Ft"RN'J T0 THSE � reja "2097 STAIW-ARD ULMN8 CO D E fkNi D AYNE'-_-' F I= WRALLY ADEQUAVE POR D MWA VA Im D & I RCN s S0! U 1 I ON�S� �, AK1111CIMAL U[SOURSS ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO, FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 e e CONSTMUCT10RI14 CO. GENERAL CONTRACTORS 770 MONROE ROAD, SR 15 SANFORD, FL 32771 P11 407 3231150 FX 407 323 9304 < < a o o 2Z L/L Lu <1 << L SYEET KOWNTION -DATE 21 AUGUST 20M DRAWN BY: / 51111 FROTCT Na 20009 LAST FL(yr DATE 20 OCTOM 2(M REVISIONS MODECAMN #1 - 29-AUGUST 2000 MODIFICATION #2 - 22 OCT 2000 MECHANICAL . PLAN BUILDING il OFFICES & DRIVE- THRU N v 0 cn c� �-r a c ct 0 ry 0 0 c0 ry o_ to w< 0 0 n r-+- ry W I-� CO ci, U, rU O O O 7T cn 0 H C7 C7 Q 0 -„ r— REFLECTED CLG PLAN ELECT. FUTURES DUCT LEGEND FLEXIBLE DUCTING 24 X4 El - -- CEILING GRID RIGID DUCTING ❑ --- 24"X46" 4-BULB FLUORESCENT EXHAUST FAN DUCTING ❑ - - 0 RECESSED DOWNLIGHT ❑ - - - m BATHROOM EXHAUST FAN 24"X24" DIFFUSER GRILLE ® EXIT LIGHT - - E�i EXTERNAL WALL-PAKS ❑ - - - RETURN GRILLE Z 0 E) OVERHEAD BAY LIGHTS ❑ - - - ❑ - - - EXHAUST FANS EMERGENCY LIGHTING 45" X 46" CEILING LOUVER FREON LINE PENETRATION LINE LOCATIONS WITH EXHAUST FAN & `��r/ DUCT HANGER DETAILS PURI-N �PUPLIrI CLIP HANGING WIPE -- U-CHANNEL, IX2X1, 22 GA. STAND DETAILS PTWORK TO FLA. HVAC LEGEND MECHANCAL NOTES ENERGY OPC 5MC°9g7YEWITH DUCT NOTESALL DTION 604 MARK GRILLE/DUG T SIZE DUCTWORK SIZE MISC. INFORMATION ALL FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED MECHANICAL EQUIPMENT SHALL BE INSTALLED WITH PROPER -` USING U.L APPROVED #181-TYPE TAPE CLEARANCES FOR THE SERVICING OF SAID EQUIPMENT. FLEXIBLE ROUND DUCTS - SHALL BE FLEXIBLE, WIPE- SEE 11\10IVIDUAL DUCT & GRILLE INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATION AND INSTALLATION REQUIREMENTS REINFORCED DUCT WITH 2" THICK EXTERNAL INSULATION ANNOTATIONS ON THIS SHEET FOR SPECIFIC WITH VAPOR BARRIER AND FOIL -FACING; FLEX MUST BE DUCT AND GRILLE SIZING UNITS TO BE INSTALLED WITH FIRE STATS IN COMMON STRETCHED TO REMOVE ACCORPIAN EFFECT RETURN FOP. FAN CONTROL SHUTDOWN. FIRE STATS EXHAUST AIR. DUCT - TO BE 7", FLEXIBLE ALUMINUM. I TO BE INSTALLED IN SERIES ALL LARGER DUCTS SHALL BE GALVAf\IiZED SHEET METAL ALL UNITS TO NAVE SMOKE DETECTOR -TIE-INS, TO BE FRESH AIR DUCT - TO BE GALVANIZED SHEET METAL INSTALLED BY ALARM CONTRACTOR, SEPARATE CIRCUIT PIGGYBACK RETURN DUCT OVER SUPPLY BY SAME ALL DUC!-WORK. IN CONDITIONED AREA TO Be I" / R4 DRAIN LINE UNDER SLAB TO BE INSTALLED BY PLUMBER; ORIGINATION & TERMINATION POINTS TO BE INDICATED ON ALL DUCTWORK IN CONDITIONED OFFICE AREA TO BE R6 FOUNDATION DRAWINGS MAIN DUCT TRUNK LINES TO BE AS NOTED EXPOSED FREON LINES SHOULD BE LOCATED AGAINST ALL DUCTWORK RIGID UNLESS INDICATED AS FLEX INSIDE CORNERS OF UNITS, WALLS OR SIMILAR LOCATE WP COVERED GFCI OUTLETS WITHIN 25' OF ALL HVAC COMPRESSORS PER SMC & NEC METAL FRAME WRAPPED WITH DRYWALL AND 3/4" PLYWOOD TOP. NOTE: RETURN DUCT CONTINUES TO BOTTOM OF AIR HANDLER FREON LINES SIZED TO MANUFACTURER'S REOUIREf 1EHTS WITH 1/2" ARM-O-FLEX. CONDENSATE LINES TO BE 3/4"; ALL TO TERMINATE IN SWALE. TYPICAL 30X8 DUCT OUTSIDE DUCT DIf1ENSI0NS ; s , .. C�ENER��L �'f�C-� NOTES 1. THE DRAWINGS DEPICT THE REQUIRED HVAC SCOPE OF WORK. ALL WORK IS ASSOCIATED WITH NEW CONSTRUCTION. THERE IS NO DEMOLITION SCOPE OF WORK. 2. THE WORK SHALL 3E DONE IN ACCORDANCE WITH THE MOST RECENT EDITIONS OF THE FOLLOWING: STANDARD MECHANICAL, PLUMBING AND FIRE PREVENTION CODES; NFPA qOA AND 101; ASHRAE; SMACNA; NEC AND THE CITY OF SANFORD, FLORIDA. 3. CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS AND PAY THE ASSOCIATED FEES. 4. COORDINATE ALL +ORK WITH THE OWNER, GENERAL CONTRACTOR AND ASSOCIATED TRADES. 5. ALL NEW RIGID AND SQUARE/RECTANGULAR SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE 1.5" THICK FIBERGLASS DUCTBOARD WITH A MINIMUM P-VALUE OF R-6.0, ALL NEW RIGID SUPPLY, RETURN AND EXHAUST AIR DUCTWORK SHALL BE G-q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q. PROVIDE THE OWNER WITH (3) COPIES OF ALL EQUIPMENT GUARANTEES, WARANTEES, PARTS LISTS, ETC. SCHEDULE A MINIMUM OF (2) HOURS AT THE PROJECT SITE TO FAMILIARIZE THE OWNER OR THEIR DESIGNATED REPRESENTATIVES) WITH THE WAYS IN WHICH THE SYSTEMS ARE OPERATED AND MAINTAINED. 10. LOCATIONS OF THERMOSTATS ARE SUGGESTED. VERIFY ACCEPTANCE WITH THE OWNER PRIOR TO INSTALLATION. MOUNTING HEIGHTS SHALL CONFORM TO ADA REQUIREMENTS. II. PROVIDE PROPER ACCESS FOR ALL MECHANICAL EQUIPMENT COMPONENTS PEQUIRING SERVICE, ACCESS, INSPECTION AND USE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SMC AND CITY OF SANFORD ORDINANCES. 12. THERE ARE NO DUCT OR PIPING PENETRATIONS OF ANY FIRE -RATED ASSEMBLIES. AS A RESULT, THERE ARE NO FIRE DAMPER DETAILS OR PIPING PENETRATION DETAILS SHOWN. 13. ALL CONDENSATE PIPING SHALL BE 5-40 PVC WITH SOLVENT WELDED JOINTS. 14. ALL OUTDOOR AIR IS PROVIDED IN ACCORDANCE WITH ASHRAE 62. 1 - 'PO 1 TO THE RUf,-TUNALLY ADEQUATE FOR. lob IMd VMS. lol �j A*119921[2 S INC ARCIIIECiU2AL RESOIAICES ORLANDO SOUTH OFFICE 2816 PICKFAIR STREET ORLANDO,FL 32803-6827 PH 407 897 5461 CL 407 325 7992 FX 407 897 5461 PH 407 3231150 FX 407 323 9304 i c=.0 7Z 3VIEET KORMATI®N DATE 21 AUGUST 2000 DRAWN BY: Jll' / SRR PROJECT Na. 20009 LAST PLOT DATE 20 O~vTOBER 2000 r r 0 s, 4 • f• FjNAL INSPECTION AQUiR FA CITY SANFORD BUILDING DEPT, THESE_ PLANS 7 PE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE. CONSTRI_SECJ To ESE A LICENSE TO PROCEED WITH TK-1 WORK AND NOT AS AUTHORITY TO VIOLATE, CA,Ni --- :L. ALTER. OR SET ASIDE ANY OF THE F f2 :?•/I::• QNS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERibrr PREVENT THE BUILDING L:• ''I" FROM M THEREAET ER REQUIRING A CORREC.- I`IC,)N OF ERP"+ORS, ON THE PLANS, CONSTRUCTION OR OTHER ViOLA'TIONS OF THE CODES. City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. .wnciard Mechanical Code 1997 ed. Nailonal Electrical Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 "hI#,Qt3HED FLOOR ELEVATION if Must meet city codes for finished ffloor / slab elevations or provide elevations approved by city arngineering dept. for subdivision Eelevc1tions to prevent flooding • 0 V (I um nt 4 .p t..._.... r.£