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2493 French Ave 00-1809 new construction
13 ZONE DATE --3 CONTRACTOR�QQ ADDRESS jtj-)N 7 PHONE # k-7 -3C6 - 02-2 (L %C LOCATION T / 3 . L1,Ch �d -2- OWNER _ AA ADDRESS IIl 3-P/, 3 � PHONE # 41U / • SPLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # (I n MECHANICAL CONTRACTOR����� 6` ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT- # _ 00 ' / OQ - JOB I / 2W � V COST $ of , 75Z? (J�V FEE $ STATE NO. FEE $ Y�' FEE $ FEE $` LOT NO. G;�)L/) BLOCK: SECTION: l SQUARE FEET: ���614 MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: 0 e, FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: 0 e, J - __ I r Arta , I. � ,- --;,, , " -�-,!' r" ?," ,i .4, i .' �" , L �- - - " r� � , 1, ,I iI _ I I � I _� I I , ,' ��" I , , I I � .'" ,�, ., :, -' I � I - � , ..• . 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POINT OF BEGINNING O CONCRETE FILLED 6" DIAMETER STEEL POST ---- CONCRETE WHEEL STOP 6" WM 6" WATER MAIN TREE — — — PARKING SPACE 0 I MIS 5TL80L i0 Ifr WHFic D.U.F. FHmoptwic TYPICAL PAVEMENT SYMBOL FOR HANDICAEPED PARKING 1 t2' { •PARKING•8-Y DISABLED' . PERMIT ONLY $250 FINE CITY ORD. 3211 ; NOTES T, All, LETTERS AEU= T" SEFUES 'G'. PER F,IUTOO. 2. TOP POIm OP $FGN SHALL FUME FIEF GTbR= (EFIGINEEi11Nfl GRAD�7 BLUE F)ACKUHOUND IHH WNFTE RET1 EGFUFUCEU LEGEND APED SOFUIEFL &, BOTTOIA PORTION OF SIGN SFWl FLAY$ A nEFLECTUFU"LED (ENGINEETUNG GFUOE) WIRTE BACKGROUND WRFI BLACK OPAQUE LEGEND & UORUEFI d- FINE .,kujICATIOt)� SIGN SKUL WYE A'kEiFU=BI4Eo (ENGINEEN"O GFiAF)E) WHTTR BACKOnQUttfl WFni eLACK OPAWE LEGENU & BOROEFL 5. UNE((I� SIGN REWIFIEWFOn EACH PARFCUFG SPACE. G. INSTALLATK)N HEIGHT OF SIGN 5i{AU. GE OF ACCORDANCE YanF SE4"iTQ 12/ 23 OF THE &WAIAL ON UNIFOW,) TRAFFIC COtimut. 06YICE3 (M4YGU)- , i t City DT Sanford, Florida' ' (FdA. D. 0. r APPROVED) 1 r Dept. G1 Engineerhug HANDICAP and Plann,no PARKING SIGNAGE RE SF sP TH ov NOTES: I.'' EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANTENT, ABOVE GRADE SION ,BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY-, QR THE CAPTION "PARKING BY DISABLED PERMIT,ONLY," OR BEARING BOTH SUCH SYMBOL. AND CAPTION. SUCH SIQNS"SHALL NOT BE OBSCURED BY'A VEHICLE PARKED IN THE SPACE, ALL HANDICAPPED 'PARKING SPACES MUST BE SIGNEO 'AND MARKED IN ACCORDANCE WITH THE STAIIDARDS ADOPTED BY THE DEPARTMENT.OF TRANSPOTATION. 2. • FL DOT RECbMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER' TO' CENTER BETWEEN BLUE AND WHITE STRIPES. MANpIGAP PARKING 'STRIPING F"QR, SINCL'E SPACES ; SIDEWALK (STOP LOCATION DETAIL 24' WN/TE THERMO FL Asvc 5"TCP ARM 39"RADIUS 4' = �5'5IUEWA4K I :io TU IN7crTSl7'! RIGHT` -OF WAY_ _ SI (7P S/GN C ... ^ — '40 4"DOUBLE �YL:L.IF4W rl�r�nTo PLASi/C TYPICAL UVSTAL CATION i P(.ACE P05T _ 2. POU4 W DI?Y'CG1N1 I?ETE MIX }Aao 3. ADD WAITER AND MlX"' 4. Fll.L HOLE WTTH'RFJtWNING o 'GIRT OR SAND .Q 0 OF ENTRANCE OF DRIVEWAY 7a E.CI•P, N-k 30" High inte Stop 5I9 24"THerino-pi6stio•Stop Bor i 4"D01T4Ie Yeilow Thermo-plostic Center. Lines Fly P..FtST-0PFI',PA NTIN G. Im 12' X 30' X 6" CONC. UMPSTER PAD SCREENDED N 3 SIDES W%6' WOOD FENCE —W-GATES FOR ACCESS > >-- O w z STOP/"NO LEFT < I a TURNSIGN L I = z v �� Z CONC,- >-- I C) z o \2 — r , r Y STOPS (TYP,) ' " Q M d O I i! C'Y + j ' LL J_ � � 1 0 r_; 25" 20 �✓ _j L_ 11 Y U Q \ O V) J pQ 1' Q p I D C) 15'R z > I f1g ,w0mV J Cn I > p;� cc OFFICE/ nlj LL Z z �rn II \ 0 STORAGE W C.O. °; N z F.F. = 50. 00 so ))30-R 0ujo O 2'RLLJ 7 10 Lr � (n 0 ~J p C.O. aD LLJF � I I 15' 25 V � CD" Of U ` �dn Z LA U� 4 Q r>t C7 Ud } 1 Cu I 4 X „� w o © 0 \ Ln r 40. S' � 8.00` 2'R s S �F �- z : 02 15' MONUldENT GN — a 0 [r W L) 1, DiRECRC4sT.1L S:�ri 5'R CK � t 0G ( 50 SF AREA AX) I C 0 Lk 2 r£ !_ \ CL V) Gw7 W z w \\ 25'R ¢ i I PROF�OSED W DEDIC TION , �C� \ PR POSE 15' t ;aiXDLu &---"---~--Ci ice."!s \ o° S FORD QTf S"i.T';*,"CE EASEA T \ �r. TOP AR 30' ''SST DRIVE TO REMAIN sTOPfitGHT —NC RAMP PER 8'F2 nsity TURN G'rt Y' 3121 INDEX 3D4 n REMID"'E EXaSL CONC 'DRIVE & REPtACE # /NEW 5' CONC WALK, �. SOD 2' TYPE r CURB W, 25th STREET ESTATE ROAD 46 • 9 - s _ r' • ti I I w. w ' G i ---yfin L / . i �• o I U L0 I � 0wu 5 ow IW x w LL o 6" GRA` 3TTta1.! N I c.ao r n W J UV W O I V) _Lu U Ds I w I n !a'A Ldc) I I QI 0Q 0-V) I 1 I " SIPAC�ES' GATES v i7 PARIKINIG �0 5 j_ V) W 9 ICISR , Ln V) , 30 R i., I s O PARKING ! OT IC° N 0 ATTACH D TO 8LL 0 (T(P) p -- ➢ s LLJ d 40.5' LANDSCAPING Tj I~ I V z 28.00' o W w �. 15' o , r V) a t zl Qa Li¢ I C: xu LAKE' MONROE R30EIR31,E LOCATION MAP DATA TAX PARCEL I.D. #: 36-19-30-538-0000-0200 SITE ADDRESS: 2449 S. FRENCH AVE. TOTAL LAND AREA: 0.817 ACRES EXISTING ZONING: GC-2 (COMMERCIAL GENERAL) EXISTING LAND USE: CONVERTED SERVICE STATION PROPOSED LAND USE: MOBIL LURE/TUNE—UP CLINIC PARKING REQUIRED: 1.5 SPACES PER EMPLOYEE 11 X 1,5 = 17 SPACES REQUIRED PARKING PROVIDED: 21 SPACES (INCLUDES 1 HC + 3 0 LURE SAY DOORS) MINIMUM BUILDING SET BACK DISTANCES: FRONT: 25'(U.S. HWY 17-92) SIDE : 10' REAR : 20' PROPOSED BUILDING: 4396 SF, LUBE/TUNE—UP BLDG, DENSITY CALCULATIONS FOR 0.817 ACRE PARCEL: LAND USE EXISTING PROPOSED BUILDINGS 2670 SF— 07,50% 4396' SF— 12,35% ASPHALT/CURB/CONC 28140 SF— 79.07% 18455 SF— 5,1.857. RETENTION a T/B 0000 SF— 00.00% 4200 SF— 11'.80% OTHER OPEN AREA 4780 SF— 13,43% 8540 SF-�-„ 24.00% TOTALS 35590 SF— 100% 35590 Sr- 100% IMPERVIOUS RATIO: EXISTING— 86.57%; PROPOSED-64.20% FLOOR AREA RATIO (F.A.R.): EXISTING-07.507; PROPOSED-12.35% (35% ALLOWED) EXISTING SOILS: FINE SANDS ("URBAN LANDS") UTILITIES: SEWER— CITY OF SANFORD WATER— CITY OF SANFORD POWER— FLORIDA POWER CORP. TELEPHONE— BELL SOUTH GAS— FLORIDA PUBLIC UTILITIES SOLID WASTE— CITY OF SANFORD OWNER/DEVELOPER: SOUTHERN EXPRESS LUBES INC. 1113 N. SEMORAN BLVD. ORLANDO, FL, 32607 407-306-0224 ENGINEER: HOLDER ENGINEERING CORP. P.O. BOX 161726 ALT. SPRGS., FL, 32716 407-889-2917 SURVEYOR: SWAGGERTY LAND SURVEYING, INC. Ill N. ORANGE AVE.(P.O. BOX 2384) SANFORD, FL. 32772-2384 407-322-4630 REVISIONS v <T, DO r ' C) rO 0 O L, I.,_ LEGAL DESCRIPTION n m 0 cr O 0 LOTS 19, 20 AND 21 (LESS ROAD RIGHT—OF—WAY) BECK'S ADDITION, AS RECORDED IN PLAT BOOK 3, PAGE 101 OF THE V) (D PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ;>- AND Dr THAT PART OF LOTS 22, 23 AND 24, BECK'S ADDITION SANFORD, FLORIDA, ACCORDING TO THE PLAT THEREOF, AS Q) RECORDED IN PLAT BOOK 3, PACE 101, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS AND EXCEPT THAT PART CONVEYED BY WARRANTY DEED TO STATE OF FLORIDA, AND RECORDED IN DEED BOOK 183, PACE 191, GO OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AND LESS AND EXCEPT THAT PART TAKEN BY ORDER OF C) ' TAKING RECORDED IN OFFICIAL RECORDS BOOT! 508, PAGE 525 AND FINAL JUDGEMENT RECORDED IN OFFICIAL RECORDS BOOK 551, PAGE 1, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I O DESCRIBED AS FOLLOWS. Q ,-) BEGINNING AT A POINT WHERE THE NORTH RIGHT—OF—WAY LINE OF GENEVA STREET INTERSECTS THE EAST RIGHT —OF— WAY LINE OF FRENCH AVENUE AND RUNNING THENCE NORTH OOo26'o0"WEST ALONG THE EAST LINE OF FRENCH AVENUE DRAWN BY: A DISTANCE OF 150 FEET TO A POINT, THENCE RUN NORTH 89o50'15" EAST A DISTANCE OF 119 FEET TO AN IRON PIN, THENCE RUN SOUTH OQo24'25" EAST A DISTANCE OF 15o FEET TO AN IRON PIN ON THE NORTH RIGHT—OF—WAY LINE CHECKED BY: OF GENEVA • STREET, THENCE RUN SOUTH 69d50' 15 " WEST ALONG THE NORTH RICHT—OF—WAY LINE OF GENEVA STREET A DISTANCE, OF 116.93 FEET TO A POINT OF BEGINNING, EXCEPTING THAT PORTION TAKEN FOR RIGHT -"OF —WAY PURPOSES DESCRIBED AS FOLLOWS. BUILDING TYPE F "COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 24, THENCE RUN WESTERLY ALONG THE SOUTH LINE OF SAID LOT . 24, A DISTANCE OF 103.93 FEET TO A POINT OF BEGINNING, THENCE CONTINUE WESTERLY ALONG SAID SOUTH LINE, 15 FEET TO THE EAST LINE OF STATE ROAD 5 THENCE RU T S lN NORTHERLY ALONG SAID EAST LINE OF ROAD 15, A ���� ��F`� ll ' .iTATE uy f� DISTANCE OF 15 FEET, THENCE RUN SOUTHEASTERLY ALONG A STRAIGHT LINE To THE POINT OF BEGINNING, BEING IN THE SOUTHWEST 114 OF THE SOUTHEAST 114 OF SECTION 36, TOWNSHIP 19 SOUTH, RANGE � TY OF SANFORD' 6 30 EAST, SEMINOLE COUNT), a FLORIDA." - � w ALL THE ABOVE DESCRIBED PROPERTY CONTAINING 0.817 ACRES MORE OR LESS. dT'} JOB NUMBER 4 I' DATE 1 07-12-99 ' SHEET NUMBER I •I L ice' E f 01 OWNER SQUTH�RN EXPRESS LUBES DEVLEOPER STAN SHULTZ 1113 N.SLMORAN BLVD. ORLANDO,. FLORIDA 32807 rEL.: 407-30—cI998 CIVIL ENGINEER HOLDER EN(;INE.[%RING CORP. P.O. BOX 161726 AL TAMONTE SPRING$, FLORIDA 32716 TEL.: 407-889-2917 ARC 1-1 ITECT/STRU CTU RAL THOR HEINRICHS ARCHITECT P.O. BOX 81 MIDDLEBURG, FLORIDA 32050 TEL.: 904-264-9500 FAX: 904-269-9371 oRAWIIN NDE7� CIVIL HOLDER ENGINEERING CORP. ARCHIT.'E'CTURAL COVER SHEET Al FOUNDATI,0 PLAN -- MAIN BLDG. A2 LUBE FOUNDATION PLAN A3 LUBE PIT PLAN A4 FLOOR PLAN A5 DETAILS A6 ELEVATIONS AND ROOF PLANS A7 WALLS SECTIONS PLUMBING PI'vi 1 PLUMBING AND HVAC PLANS I:DM2 LUBE PLUMBING EQUIP, LAYOUT ELECTRICAL El ELECTRICAL PLAN E2 LUBE ELECTRICAL PLANS N OfI3 2 5 CO 77 " 112 C 4, NJ 1, LJ �77 7-- o,, 991 0Wa ILI fr H A VEE; T �STREET 2r,R`L7EN[ cANFUORLip �� 0 ► '7 :rw�., 717 t—T LORDA W"'OUNTY ka _HAL�S 'Q qA NOTE: .,CONTRACTOR SHALL. ONTACT THE FIRE MARS Pr�,'IC AU, F . . . . . . . . . . . . E Q Q 1. R F. OAT _INSPECTIOJqS I-0.0% COMPLE:TE-FOR PJNA IKSO WHEN, B01(, �v W — y RY' ECTIqN 1, -E, 77 1,0DN", aJECT IN - 00-,,',R, M �, A The followirlg,,Js, an 1c; arfalysis, of qpl" �610 s�,ctions, of' �he, 1 99 'YS STANPARD' BUILDING' 'COPE''of 1 9 FY'_8 TE M Qqcppon.gy Cl9q,sificati(piri: MIX QU,SIN �5 (�qb,q� fqcii[ty):',& 'Qww 0 (RP.pq1r/ALA6 Facility) T�p'�'6f, CO hst,r,q,�6'6: V— , UNPROTECTED,'" UN'SPIRINKWIJ b�fij' � , - E�XIT, SIPN$.: YE5 of ding' Tdblo 704-1 Occupdridy Sepdrdt"W'.of repair 6(jys fro'r"T'i rest• (2—Ho�ir Raked)'Pr6yided FIRE ALARK, '�mokt DLTEC . TI - ON $YSTE MS: NO ALLOWABLE AREA CALCULATION (sae 'r6bla 500)' CoriStruction Type V— Uniorcitactod,' Urispririkled PANIC- HARDI#ARE: NO OCCUPANCY ALLOWAKE AREA (sq: ft) PROJECT AREA (Sq. fQ 14000/FL Gross' 6,758(in'cl. 'Pi , t) D'E' IG`N 'LOADS ROOF LIVE LOAD: 20 P.SYF. TABLE 500 MAXIMUM HEIGHT 'OF BUILDING BASIC WIND' SPEED: 100 M.P.H,' 'TYPE OF CONSTRUCTION Type'Y—UNPROTECTED, UNSPkINKLE'D SOIL BEARING: 2000 P,S.F, ASSUMED, ALLOWED PROJECT MAXIMUM HEIGHT IN FEET PROJECT HEIGHT IN FEET OCCUPANCY BUSINESS BUSINE S 5 Max.. § of Stories 2 Project # of stories 1 (+ Pit) Area Allowed: o6e story 14000 PROJECT AREA .5,758 (incl. Pit) PROPOSED CONSTRUCTION: TYPE:;V—',,UNPROTEC%b,, 'UN8,PRtNK,LED ,TABLE 600 FIRE RESISTiVF,`1'RF0UJKMENT 8EqT. I ow o0CUr?ANTJ.q D' ANQ�, MEANS, OF'EGRE53 QAPAQITY S 'ROSS F 5&1 ki�fer to Toble 100.1, 14L fit (1) PARSON PER S,F, OF G 'LOOR AREA- (5.75 EXIT REQUIREYL�NT$ TABLE 1004 'TRAVEL DI CADEAIJ—END' LENGTHL, EXIT & MEANS OF,RF Ocr,upqnr�y', Max. jrdyei'dj�t, to,Exit 7K�qT,- 74§1.�J_eiirid' gress - vv , J0A p� , r , ,� in Min corrtd6r dialo width:, hAln•q ' , le - qr op ' rl! si "I" h of O'� 60-, n r (in) —AC UAL coNDITIONSI 75$ Nq N E 48 '34 �GSJ1�. I kjV,+ rt. &I I VVJ L; I H Th'p, -total width, of 'exits in i6qhe'S sooll t, be �- lea� '01�6, the total - oc,eupandy , lood served by on exit rylUltiOlied b %'2: 103,6Pcoi � WidthO,� �of, exil:a sh�il, be, dNld�,d ripproximat0ly e'quall 4rnon� 'The eAf width' req" ifed e' I y e Sep -orate 4xita. 'A ohdll 'b' SEQT. 1004 & TABLE 1004 ARRANGEMENT OF EXITS: (4 EXIT$ PROV'I'K, D) If or.) " 6xits, are r6,qq1red,they 'sh"611 be placed 6 dirt I q , rfci4,ap6r� s-qual to not leu'u Whq't'i 1/2 of the length of th� -r�uxl�iw(Ti'oVerqll dlocpri,al diinie''nsibn of �'the" area to be served, meds6red, in a str"algM line between exits. SHALL, COMPLY WITH 'ALL, APPLIQAE3LE 'SECTIONS OF NFPA '101 LIFE, SAFETY COQ'E_ LATEST EDITION & FLORIDA' HAN 0 [CAP CODE LATEST , 'EOIT16N, SHALL COMPLY WITH ALL APPLICABLE $CTIONS 'OF NFPA 88B REPAIR/AUTO FACiury (SEE TUNE—uP SHOP AREA).' P 7ORMATIO'N! W �7 FIRE PROTECTION. V ar A 'I REPAIR,BAY QCCUPANCY-8EPMATION_--� AONEV .T o %�Fjy 0- U"L"''ASF3D4WES':: FRONtTLO W RL "V AT•L N V. -Ab'Q' ' f ' ' TOP 'OF, MASONRY TIt BEAM -,,E VE RSF, f -- f7-. b Po Air - 7 1�2M 'M _D 0 I. Concrete"TiloCk - S. jmfjl,, -,,y by, 16 in, hollow or ;olld. (2 hf),� 7 f t)cjs, Inc. N, florid p a'Rock Industries',19c, Pike v - C.911 Inc. � 2. Moriar8tock5 laid In 1`0 bed of,morlay, norn, 3/8 In, thlck,; of, qa!ess than m/4and not 'more tharl,&J4,paits of dean 'sharp'satill,to I*P 4� ,ot PortL?rid,cement (firloportione'd yVq(time)"and , t Inote,than 50.per I c , ent hydrited"Ifire OY ceme tit VoWrnp).' Vertlqa(J6lnos staggered, 3. Portland Cement Stki;o or- Gyps(Pvi P,Iaiier�--'Aidd •112 fir to fication if used, AtAchod to,c-9limte, blocks (Item I).4. Foonied Plastic��(Qptidnat-No(Show—I'•112 in.thick max, 4 ft;Id,sheathing attachid to ' (Rent CelotexCorp---Type Theimax*136aring the UL Classification Marking 'A xr '131 -ABOVE M 'TUD, 2�—'HOO WE D A$ SEMO LY TO ROOF D,EQR OER A$ONRY, WALL PORTION�, -CONSTRUCT -6 NOMINAL WETAL.37 SfUD �',2—HOUR R-�'XTtb, AssE'WLY, '(OR 'ALT.': 6' N6MINA :fQ �Q L WOOD DEQ, :P • tion U 4-1; 2,- 3 Ralt flq 7 its edrin� Wall Ratings 6r, 4'k ip,!ns 3 4) % . hura�;i LA i 0 7' IQ at rd SL ftqlri, eS Vt fl 'thick 7 /4 4n, th!ck UVRACODE 7 ue st Ga M ; 4 : �I� t1ts 441th"i�4-os—, �,q p d, ate' Yp�sultn C; K it(AP,4 United 5/8 In; thick joij4,' in s, ef. ULfAA rype C," WRC:6e,IP-X? ACOUE',or Ty e" P�X� falc gyps rp�yqllej.( yes 'PillAfniii-icifio fobdcated -AB/C f 5/6 if). thick Ty0e SCX, 1 .1 , , , , -•" I. floor, and Cellinquoileri-Q6t iho-4Wn)—Channet shape dfr,�a frorn min'25 G,whoslon-p(otetttd steel. min width to itcramiflodate a dia Fit" In,,tbick ULTRA- d0E*or'1-Ty0 77 stud $10, %vith fuln I Ill. long tt2s, attacPed to 1Iu'or*and eellln4 withi. fasteners 24 In, OC inan. fasteners --(Nat shown)—'rypd, S,�Or 131A.,4iorn", 9m OPP U s eq Va It iii",flailS S 4 q 'la J� Steel Stu Om;2).�?r� �i (&0 o, ag led 'Jq Studs-ChannelShaped, fatfitkited from min 25 MSG corrosion- screws, used to attach OJQ015 to L I•f 0,nne s ,/a t��,Q lay'� 6);,SIqIe'Ia'yer sys, emv I In; longfo , I", , _ , 'or ve(tls,olly., Illo-i i votected steeL inin width'as ir4ircited under Item 4, min 1-1/4 in. one 5 or, 6 in,. qq, otitef"I er� ;t�, 0 y ef, pt )jef, 1-1/4 Ifi, lo'69 for 3/4 in, thick page 5pa�A ll;� z rT�� t &n9es and 1/4 ill� (�Mri, space-d a wit of 24 vi. OC. Studs to to cut 3/8 _7_ eL� Or J,oiq6 wlq,,n4 � sp, j010 appiNd, ho�i6niaily,,or 12 in. OC Wfip,n,pane(sL4je a p gtfo 'rilta tty, Y�Jti to 3/4 in-Jess,thin) assembly hei-ght. �d, er systems: First layer- 1 in; for,1/P,oh'd!6/U In, c pan Ift b 9"adt trase, 15y'pr 3. Slits and -U(arlketsin 1--'(Requiirtd is IrAfcjt�d under Nein 4)7,611nerat lay fac'e tay�is,�6994foq-ty, I 1-1/4 !n. tong for 314 •!it. thick p'qels, sfia�pd v�ith,)cifnts' bf _Wse'' ayee On 6 oraot batts, friction fitted betotto stWs ar,,J runners. Min n9in thickness 0,poftq, ilde!, q110A iyp�slulpi' Clql,�",Tlype' 1-5/8, hL long for 1/2 In,', Arn �1 is indicated Under Itent 4. See Bills and Blankets (60V or'oZil) of"?1/4' In."tong., forill, AG'-'C "or AGX41, Categories fv'r ilouies of Classified companies. in, thick,pa�ets, spiced 16 In. X%y1th s66y'is 6f6et,q I'ti, ftoin'mist I�yer, I& 'Mitts and, in stud cavities, any glass Ifiree--layefr systems: First layer. f4in,; )ji4.,L'5/0' In" thick a9psuin C9mp,4ny•—fypaAR,,(, INXI, IP-X?, 5CX1`S0i fter or lfilllefit YeOut insulation btaling the UL Ctassification'Matking as parcels, spiced 24 Ill. OC, Sectiiid lAV-, 115� � in. (011, rorl/2 in., �/8, Ili, d thick, panels Qr� Z 11. OC, Thl( I,iyer- 2�1/4 11vign!j f�( 1/� _5/8 ln,� long for' in.4,tflir ails in thl k Clio' racteristks 4odlof file Resistance, So 0, !hick panels, spa6d 24 1 1 or"Ap • 0 Surface Burning JUnkets (BKNV or 8Z,JZ),CAte3,;sies for names o! ((ossified companies. rl OC. Sams offset min 6 in, fuom,layep First 06,6, tf;9;911,CG?G, VC-C 4. ifiltboiird, QyPs1unl*—GYpsutn parcels nith beveled. square or tapered r A' r Mes, applied vetticatty or hoititwtally. Vertical joints cornered over Y'r, _V I L I P )pq�?q V. .11, ""'i W W PFU^ I I r I �('Jd X studs and staggered one stud cavity on opposfte'sld�s'of ,studs, Vertical Sk6nd layer- 1-5/8 IQ. long for 114 In,, 5/0 K t lick �Ogq'q 24 PIWA O.7 p4s" Max C" - tr ill. or, TWO layer- 2-1/4.1n. (o4f6ci/2 Ill. thick,�at'niti:or.,245/4 In. Gy'lisurn" filrits lo adjacent layers (rnultiW -s)s Zio C' C6, LGFC=Ci tems) staggered one stud cavity. long for 5/8 In. thick pariels,,ipacelil,? oypsorls,04 Shadulti,' HC,�-TYO, FSR, fSK-4, 05k-'i3; PLANS RH dlonta� ed(jo, joints and hwimtat butt joints Oil ofiflosKe sides of .4 'It). 0(, Fourth layer, 19. 191 , for 112 in, thick panels or 3,11n.:16rig'foe 5/8 in. thick! . pit 'is, spaced' FSW,JSW,4 orJSW_�,, it -WE, stAs staggered a join of 12 in. 9witiantAl edge joints and horizonut Litt tits in adjacent layers (multHiltr iysiems) sta qe'�ed a min of lzl?n, OC. Screws offset Mill, 6 in. fro'ln'(ayer'belqv� Co.,- �allfi, 4.4 ,r4bla e fit or ft, 12 6. Furring (hphrieIs—(0ptIo6al,-' not shitwh,, f6i, sin P,Rb6_dyp5Vill_Typ,e C, . I Ld. Ipei tfilckfiiis5 and,n6ilber of lkytss for the I fir, Ylhr, 3'hraild 4 fir ;(8 b, doubw(ayei rp(�-3'�PG-3W, 'PG�5, CITY OF SAWFOR 4 ratings are il� futlo?is: systtim�)-�-Resilient Jurring chah'ilits fabricated 'Front min �25,' t15,G PIG-5W.5" PG9 006.1c. colrosicniffirptecied i(q'ej, 'sriieed Y*ertig( a Rqpu With 1/? 111011 Watibogd Protecilon on Each Side of Wait portion' attached io,ea"ch 1 69`r'Tyoe, 5- T2 Rill Thickness pinhead steel screws. 5 tar , SGC xt� Of t-IJUS 1. Joint r4pe Jn,d.Comp6und,--�V1ny1 6r:ca,sqIn,, d'ry or premIxe,d 4;iltid'�Siato� gy uJil'ic *4 Mill Stud Agi 111fArwis Of' jpiulatliin li)?k,211501 5}lx, Depth Qt tea d,*, (Itl!n, 3) conlpq'Y�110pfitled'in two -coats t Q'Ints,apri 4'4" G"M RJO'FIT _T' a q; n i-JI? ytf, 5/a W thick 00tioliat paper "t", 6 in 2 1 it.- idd e, e6i beNq q �16 fll(it, I q,Ye#fl(ell6rd., oyer o compoun over p 27.1/2 1 40A 1/2 in"Utick, 16il? 11). Join_; pp one S. SIIX,. 0-10,04, H4, C'A I "O'l , of W X,1 11 - I I I - '4 ',.I tire s, 314 lort, thick p nat -8. Sidi Fig. 'fill, T WRC, PRA $ y 0,(i th's 4 'Optibria- steel bel•�k, t A `W 2 laws. 1/2 itL lhiik g t ,4' 404aid,aJ r) wito 5/3 �o- thkk eQ19,11, pr,, rjoeiikyM , 46(,' uV 4 Ill. k, , �1 Law, 314 in. thick In .-t Ir. 3 �1,r I 9� -,l Ps aKt, - J� tWOO d Jo 21 0 talleA 4* Uy ivlii'��`Paffoas studs wit �tqxruqated-rriet4t w'al, WO YPILIJIU, 0,11P)140Y�4. 0,fifi 0A to oicli *Vi oil ri * 'I" , t. 'y", 3 altits. 1/2 W thick Option st�tn-coq(5 qtvper►a�j', , , , I ' •4 qw,q) y 14"Y!"710q, A 'A 1, fi Y. 5, Y ap. 1�41 ,Rt, �,l;,qVn;',qptifJ itsthe, t 6 z wriiss, J/4 in. thick 9; Caulkinq inq 5eal;nt�*,-��-(Optjqn , 4h drah f.3 Plem 5/3 In, LhLkk �16, W� JI it 4 .4 lay"k 5/3 14� thira Optional •-A'S; hi 400rdq T 4 A liyvs, Ijtl in. thick QoiiLondt 10eadrig 't - 'U"L.' , ra"464 AaUur 11 2 �l //,a, 2� 16 rs. 3/4 (A. Ifikk n. ttsl SE 7 Q*MQPNUr.� N., 00tit G1 14-1. yr) A 0 C, U I {ir? : 'i 4 ...... -cam;.-... n?""_.'.'�.., J.-.. -_.... :-._.. :�-......._,d-,.,•a, .�3 �--- -----------.---------._.._..._ _...--------- -..--_.- _-..._ __----•--.__.---._-_-._.._ 77 - 8" "_7.4 J. 10'-0" 32" 10,-0" e 32" 10'-0" 327ia'-0" 32" 10'-fi 3r 10'- I SILL SILL SILL SILL SILL SIl ( { 11 I - 33'--4" 46 d _'d 10 -IT e3r 1 -'� I 10-0 � — SiLL I M.0 v J -I- � 'i � cur I `J 2 1 1 TYP. TYP, -I I 14 ., I I III I � .l_ I THICKENED SLAB bkI tAwIf I I,1 7 ! TYP. TYP, I I 4 G3 V 2 A TYP. (5 ����M ! ! 41-0 �,16 8tr 1 -- moll (Iry a' 4" - I 10'-0,. --- - �2� - - 101- 0„ �2' ill 10,.-0" -- 32" 10'- 0" .32" _�_0'� � 2 - 1 ' -p" I 15 -OW6ND -4» WFND;S''--fJ" I 10,-d 10'-_0" I - ,,ILL SILL SILL SILL a1LL _ I!_I - __ r. - __ - r _ T - - ._ - _. _ - _ � t SILL - - ----- SILL— T SILL I----------------------------J I - 3/4,r RECESS 6 1 1 ° • •r 4• i 20]z DETAIL. �1 3/4 — 1 —0lt D E T A I L� FOUNDATION PLAN 1/8"— 1'__0„ SLOPE � w to g„ DETAIL _* --4 a CONC. 1 TG. (MIN. r -3000 PSI) W/ 2-#5'S 20" _DETAIL 3/4t, SEE SK FOR LURE NOTES (SOIL POISONING UNDER ALL SLABS.) G6" SPLIT -FACE CMU ON tir DEEP BY 20" vACX (WCL SLAB) TURN GOWN CONC. FTG. /� MIN. 3000 PSi w/ 3-#5"S CONT 12 ] 1 -#6 DOWELS IN PIT FNDN. R€WW. SLAB OR C011C. TURN DOWN SLAB - SEE POW. V - -- 4 4" CONC. SLAB w/ 6x6xlNIC 01011d ON 6 60L POL_ V,B. ON 95% NOCtPED PROCTOR COMPACTED FILL_ 4.5711 #5 DOWELS (MAX. SPA_ A 4'-T O.0 ? 400kW IN CONC. FTG. �V, KAN, `✓ PROJ. TO LAP BARS. REINF. CONC. SLAB- SEE SHT. A-2 ;DR PFF PLAN & DETAILS. as"Y< #5 DOWELS (IV, PROJ.) TO LAP VERT. BARS SEE PLAN FOR 6" CMU WALL. 4" CONC. SLAB w/ 6x6x 10/10 WWM ON 001P. FLL WARP SLAB TO MATCH SLOPE: OF ADJ. COLIC. RAMP FOR BREAK UME OOCATED. (ALT.- FIBER MESH IN LIEU OF WWM). c9) GROUT -FILLED 12" CONIC. SPLIT -FACE POOL BILK, w/ 4-#5 DOWELS iN PrT FNDN. WALL_ 1 1 6" CONC. APRON w/ 6x6x 10x 10 WWW ON COUP. FILL. 12 1 /2" EXP. JT. 13 ----- 14 SLOPE FLOOR TO DRAINS. 15 6" CONC. BLK. w/ GALV, MTL. NOR REW 0 W O.C. VERT. 16 12"x8" TURNED DN. EDGE w/ 2-#4'S CANT 17 12" x8" TURNED DN. EDGE w/ 1--#5 CONS. 108 22 ----- 24 SEE SECT. B/A2 FOR PR FNDN, WALL. 25 12" come'. 'SPLIT -FAGS ILK. T1'.u1N1' .QQN !fQN`,i 1'i9ESE DRAWINGS SHAIJ, OF RLV;EWf:'I: f3Y THE: CdI::NT AN::: rHFIR USE: SHAU.- CONFIRM 11W. 11'IFSE 0f3C1JMFN'I''. INC A)INC AiA A, .01 OffiA : OL TiONS RE'PPESFJ415 THE t:NT1QE AND It11tGRA11t)A4 J1T fXTWF'E:N Tr1,6' HFIM4i11I tf AFTf:HI, E ^i G,NCA I 1' (KCdR 3F i) TC'- AS ')HL `OWNER IN AA ( �P11 `ills. ': 7.1fl GONOITt0Nd 01F k;01q RRAC,T). �� E CIAENt AND CONTRA( Is1tz Ai.F_ ONE r NU '(E: CASES 4kR " APPOCAuu: rG THL REFER Nj pr M THE. 'C,W T ... AND THE '(.'0N RAC:TOR" IN AIA iXtiGUWNT A, �k CONDITIONS OF T?lE DOCUMENT, NO C&TRACT'AEitJ14 TION BY 'THE' AhCHi1bC- IS TO % 14iOVIf)ti.0 wlf'Yi THF5E g6ft _NJ' UNU..SS SI-`FC( ICALLY PR[lMDEO F SEPARATf; WRfC7flN CONTRA(.JUAt AGkr4tMEr'N7 ALT'HOUGF'i I+Ik E,SE O1 rOESF' DOCUMENT", MAY, BE FOR, rHE SE'NEF'IT OF CyrHER PARIIE:S BY SEPARATE: CCNTACI':S W (14 Hir APG;+WEE(:T'S CLf0f OFi taFT'WtEN PARTIES NOT KNOWN DIRE:C" L'Y W THF= AR tiili.C1, SUCH AGREEMENTS . PALL NOT BE GCJNS'fRI. EU 1'0 CREATE A CONTRAC.TUA� W-LAT0NIS 11P OF, ANY :SIND 8ET.wf':FN "THC ARCHITECT AND bUC..H Tt'.tFREI VA911FS (00WRAUCIRS, OWNERS, TENANTS, ETC.). 'HESE. DOCUMrNTS iIAVEE B3 .N PRODUCE.0 AND 1NTE:Ni)FD "10 9F (Jt" SUFFiCiE'NT DEW_ I'OR arRm T71NG ONLY. 'fHE GLNCR41. G£'.NFtZFC RFYRE'V,NIA(GNS- ARr iNIFNDID TO ALLOW 1.11, CUEN1 T"rIF F'LEXiOUTY FO SEL.E:C:T 1:0Uit?MFN1. FINISIiE9, rURNISHINGS, f:TC, TO CCNI'ROI COSTS AND Ai.I.,OW C'OMPFPTiV. ;YSTFM'S AND FIRICTNG, AIV lx"K OF 1,PF'ClrlC'ir' AND CCINSTRUI'MON DETAILS SFZALL_ NOf ill C4INIKTRt1F:.11 At AN INCOMPI.F E O{3OGATION ON 44F PARf OF iWE. AF�CHI'TrCF (.J.ii -- - --- RE:[ AVINC THE 0WNER/CONIRA,0T0R.,')R 01HER L,5[R t�`FC?M 1 R• ('' d`) i C 1 TIC P1•. PE f OF�MAIN, OR .0 MPt iIN� tF [ WORK h JAL t i}Frt#'LIA ---` — - WiTH THE COWRNiNG CODE`., AND F1kAC11C'f13, AbD J(;NAI DOCUMENTS MAY 3E 'FURNISIiLD NY `tEPA0TIF_ WQIIt(.N C.ONIRArTUAI. AGREEMENT Ti,IE;' AGREr,?AC'N �FiAi.{, BE; Ilk -MI)" ro iH! WORK DIRECTLY UNDER ?HE A'P CHITEV'S CONTROL (5('G`_61FJCAI L;Y THL _ PRODUC i0N ANO THE ,EXTENT OF Tyr SCOPE OF iIVE PROOUC,T(pN Ot IHES,E 00 UJMENrS 0(4J,.Y) t11F AtI;HOEC� TWORK rH4RO�i � �F 1%S THE OPPC7fi) tYifETtClVENM Olt lfl E USE OF TI ILr3r" D(X UMA ,,"t4:TdL BY 01'HI lAt rHF ucic t 01' rHf._8 rDOCUMENTS St1AC L EWAR 1HE `Zi SPON5101 I I Of OFITAININO AI)D'TICNAL. AND MORL SPf CIF`C 000 S 1,'dD, L_ 1 1D (ff� I:Nr NFfR1N WHX J1 MiA'f IiE Jt ftI i1 . GENERAL_i�1QTEa__2k_. S1-RUQTQRAL REQUIREMENTS 1. SOIL BEARING (DESIGN MAX.) - 2000 P.S.F. VERIFY w/ SOIL REPORT, IF ANY SUSPECT OR OTHER CONDITIONS - - ARE ENCOUNTERED, NOTIFY ENGINEER. SOIL BEARING CAPACITY WiLL BE VERIFIED 0 TIME OF EXCAVATION, 2. CONCRETE DESIGN PER A.C.I, 313 (LATEST EDITION) & CONSTRUCTION PER A.C.I. 301 (LATEST EDITION), CONCRETE FIGS. & SLABS ON GRADE PC = 3000 P.S.I.: ALL OTHER CONCRETE F'C = AS NOTED. ° 3. REINFORCEMENT SHALL BE: GRADE 40 & A--305; WELDED WIRE MESH A.S.T.M. A--135 A. UNLESS OTHERWISE SHOWN ON DRAWINGS, MIN. COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTING TEE BEAMS & BEAMS (OVER MAIN REINFORCING) --- ---_ --2r SLAB ON GRADE ----------CENTERED B. ALL REINFORCING SHALL BE FIELD SECURELY IN POSITION w/ ACCESSORIES DURING PLACING OF CONCRETE, VERTICAL REINF, IN MASONRY CORES SHALL BE INSTALLED iN 4'--0" MAX. LIFTS & 48 DIAMETER BAR. C. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC - --- - -6" TE'MPE:RATURE. RLINF. ALL OTHER - - ---30 BAR DiA. 4, BOND BEAMS SHALL FUNCTION AS LINTELS & SHALL BE CONTINUOUS ABOVE ALL MASONRY WALLS.PIERS, PILASTERS, ETC. REINFORCED AS INDICATED. 5. HiGH TENSILE BOLTS OR ANCHORS SMALL BE PER A,S.T.M, A-- 35. 6. ALL CONC. MASONRY SHALL BE HOLLOW LOAD BRG. UNITS A.S.T.M.- 90 w/ A. MIN, DENSITY OF '120 LBS. PER CU. FT. 7. ALL MORTAR A.S.T.M,- 0-120 TYPE M OR S. 8. ALL HORIZ. JOINT REINF,- STEEEL)MRE-- A,S.T.M. - A-82 w/ MIN. 9 GA. DEFORMED RODS & CROSS WiRE MILL, GALV. 9. ALL. GROUT OR FILL CELL CONC.- F'C= 3000 P.S.I. 10, ALL WORK SHALL CONFORM TO & COMPLY w/ ALL APPLICABLE,' FEDERAL. STATE, & LOCAL CODES, LAWS, ORDINANCES, RULES, & REGULATIONS. 11. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE & SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED OR NOTED ON DWGS, 12. DESIGN LIVE LOADS: A. FLOOR (LIVE LOADS PLUS PARTITION)--------80 P.S.F. (100 P.S.F. INN BAY AREA) 2000 1b. WHEEL LOAD) (STAIRS- 100 P.S.F„ 125 P,S,F. 0 LANDING) B. ROOF- & CANOPIES ------------------ 20 P.S.I. C. WIND LOAD (BASIC)----__._______.__._.25 P.S.i. IN ACCORDtNANCE w/ REQUIREMENTS OF STANDARD BLDG. CODE & THE PROVISIONS SPECIFIED BINDER CHAPT. 16. SECT. 1606 WIND LOADS, ALL STRUCTURAL MEMBERS, CLADDING, FASTENERS, & SYSTEMS PROVIDING FOR THE STRUCTURAL INTEGRITY OF THE BL.DG, SHALL.. WITHSTAND THE MIN, PRESSURES SET FORTH FOR BASIC WIND VELOCITY OF" 100 M.P.H. PLANS & DOCUMENTS IN COMPLIANCE w/ SBC, 1997, NFPA 101, 1994, & ANSi SPEC. 17.1, SEC. 3 & 4, 1986, FED ADA STANDARDS, 1991 (28 CFR PART 36). 13. CONTRACTOR SHALL MAINTAIN CONCRETE TEST REPORTS 0 THE JOB SITE FOR INSPECTION, 14. CONTRACTOR/OWNER, SHALL. BE. RESPONSIBLE FOR OBTAINING SOiLS REPORTS OF SUBSURFACE CONDITIONS AND ENGINEERING RECOMMENDATIONS St VERIFICATION OF SUBGRADE STRUCTURAL DESIGNS, PLANS REVIEEIVED CITY Of SANFORD COPYRIGHT THOR HM*NtH,4 ARC, OTC.T h*rrl f1ltpNi111 f!N r.+on'nt,on rWawc�p ht Uov t dn� aHt»r' Tdaas". a ��i�br ttr++twrw. Woo*, 49*10n*. and plan* nr* not to he, rAproduc a. aNxKW. tlr aopkd Ow any form - - mwY1nN' whaS*4�tn,ttr, nM aR* - thgry to • F,rt *"n*d to tMrtl por'ry ofthoNt. IT' um * f3 ryMcm fF!tbn pf rtr+m Mt3ft {•tFi REVISION5 sY JF J.F. CHECKED T.H, 1 / 1 3/OCR ;CALF _ AS NOTED JOB NO. SHEET NO. I C.i W116mm1t¢ C1Vll" tM,1T tTJ]gF�% c S Vlg6Y AND �i. PUR ALL 01 jC. AND 1;01ip-- ioiµO^PTA b►i,'y�P Joe Awa Ti'lis ANY VNILAriON FR Mn 01„ 3 SE1,1EN SHEE.Ts C 0" MOB25 A, 77 7- 7 7" 7771, ES� _0'IL'�,QjS0NJNQ A LL F3I. NOT IV- M06OA"3-451s: 00 3W9 PSI W/ 2 �j....... ... 4 5, DdS QALL. !4I A'I rx , 1LTTHATIOY2TL0' f A 1 •CdNC.�,'�LAB"�4/ bi6�10ilo U SILL WELSMAX.Co 4 - PRW To, L�o V) 3 AR yyy auu IN g,,$HA�O0DTis f. nA 0 S; -1 PR -T V.CY Ati 4 "g 1 'I'Au 'CONC. RAM .-.FQ r �LU-`�,,OF WWN s I N r LI,EI? QL r 'i#10 A C COW iri(;0•.6xox ID, ';,ON' COMP,., IT I L,.' xiO, 7 EXP� - A 9, �Z!o PVC PE •5LEEVE, FOR, LINES, 8EE, $HT, PM1, F' R'I,APOROX. 0 ION, 10 LOPE FLOOR TO'DRAINS. D4 0 15" CONC, BLK F v 1):er- [04 0 wl - GALW MTL. HOR. RQN' N A2 r (tD6 1'2" xW TURNED DN. EDGE w/ 17 lrxe TURNED DN.' EDGE w/ 1-#5, CONT. 0 -3 FOR Pt' FNbN.- WALL. 2 SEE SECT. �/A 19 (Ug 8' CONC.Shur FACE -BLOCK HOR.' REtNFl- L 2 2 oj451'ox' SLOT IN REINF. ONO.- SVJ3 T., Pw SEE SH L SPLIT ,F `fN'dkbLrr, FILLED C EU A c, 5) DOWEL 60. L� bo F SLABC. ,CONC @4 r' CT B• IT' FW '��A P AVED 'fr I CWT.iyJ "'O '6RQUT-41�LED) - #,� , . �Y/, 17 CA H K OAVITY P #•5 "DO 604T Lisli 7, 5 ire II 2, '2 4!ri xr 0 SU SILL 0 I ;y ,. 63� L ES F0UN-DATl,0,N-_PL,A,N LU B 1 0 8 15. RWELL STAI N F v. Mw 41) qq 0) fv Pff NDN, PIT FNQN, WAL� WALL* rtt 4. T ____E TA 1 A2 J TA RD its Cie iN 7/ 9waP =1� 4'-4" 2-HOUR RATED CMU WALL FROM FLOOR TO 15'-3 1/4" OR EXTERIOR CMU WALL- TOP -OUT (UL #U906) WITH 2-HOUR RATED DBL. LAYER (TYPE ' X") GYP. BD. FRAMED WALL. ASSEMBLY (UL U419- MTL. STUDS) OR (UL #U301 - WOOD STUDS - ^ NOTE: ALL DIM'S ARE TO FAOF � F�LO0I� PLAN- CE ,,PROVIDE MIRROR & BATH ACCESSORIES BLK, AND TO FACE OF STUDS_' 1/ = 1 _0AS REQUIRED. VERIFY w/ OWNER. DOOR SCHEDULE - -------- DOOR DOOR NOMINAL SIZE FRAME V DETAILS NUMBER TYPE TYPE HDWR. REMARKS ON SHT.- WIDTH HGT, THICK_ -- _ A4 01 3'-0" 6'---8" STOREFRONT FR-1 PIVOT HINGES, PUSHPULL, MORTISE LOCK, CLOSER _--- _ ---I (WEATHERSTRIPPING w/ DOOR SWEEP 0 BOT.). Q CQ 3'-0" 6'-8" 1 3/8"HC FR-3 BUTT HINGES, PRIVACY LOCKSET w/ LEVER HANDLES CLOSER L) Q-O 3'-0" 6=8" STOREFRONT FR-4 PIVOT HINGES, PUSHPULL, MORTISE LOCK, CLOSER (WEATHERSTRIPPING w/ DOOR SWEEP 0 BOT.) 1 Q4Q Q 3'-0" 7'-0' 1 3/4" HM FR-2 BUTT HINGES, OFFICE LOCKSET w/ LEVER HANDLE INSIDE WIRE GLASS (w/ DOOR SWEEP 0 BOT.) 2 5 A 10'-0" 12'-0" — SECTIONAL OVERHEAD DOOR - 6 - 6 o 3'--0'_ 7'-0" 1 3/4" HM FR--2 BUTT HINGES, PRIVACY LOCKSERT w/ LEVER HANDLES FLUSH / NO LITES -- - 2 G 3'-0'" 6'-8" 1 3/4" HM FR-2 BUTT HINGES, OFFICE LOCKSET- - y FLUSH/NO LITES/ w/ 16"SO. LOUVER 0 BOT. (� QC 3'--0" 6'-8" 1 3/4" HM FR--2 BUTT HINGES, EXT. LOCKSET, LEVER HANDLE INSIDE WEATHERSTRIPPING (w/ DOOR SWEEP Cs BOT.) - 2Q (D - C 2'--0" 6'-8" 1 3/87HC FR-3 BUTT HINGES, PASSAGE LATCHSET w/ LEVER HANDLES }0 QD 3'-0" 7�0" 1 3/4" HM FR-2 BUTT HINGES, OFFICE LOCKSET w/ LEVER HANDL INSIDE 1/2 WIRE GLASS (w/ DOOR SWEEP 0 BOT.)- 2 (SEE SHT. A4- FOR DOOR DETAILS). * FIRE RATED ( 1 1/2-HR., "B" LABEL) w/ DOOR CLOSER * FIRE RATED ( 3/4-HR., "C" LABEL) w/ DOOR CLOSER MORTISE LOCK-- DEAD BOLT, KEYED CYLINDER LOCK EXT. & THUMBLATCH INSIDE. NOTES GRAB BAR w/ SOLID BLK'G, ® 33" HT. SEE DETAILS ON SHT. A4 P.T. 1 x2 FUR'G 0 16' O.C. w/ 3/4' RIGID INSUL. BTWN. C3 8'-0" HIGH 6" LT, WT. CMU WALL. w,/ GROUT --FILLED COURSE w/ 1-#5 CONT. 0 TOP, `4 15'- •+" t^tel(mf+T 6" CMU WALL w/ HOR. JT. REINF. 0 16" O.C. VERT. w/ 1-#5 b CONT. IPN GROUT -FILLED LNT'L. CRS. 0 TOP & ® 7'-4" w/ P,T. 2x6 TOP PLATE w/ 1 /2"0 EXP. ANCH'S. 0 48" O.C. w/ 2x4 FRM'G. ABOVE PLATE TO ROOF SHEATHING 0 24" O.C. w/ 7/16" OSB SHEATHING ON LUBE SIDE. Q8" CONC. SPLIT FACE BLK. 40 #5 VERT, REINF. IN GROUT -FILLED CELL TYP, w/ MAX. SPACING 0 48" O.C. L.P. COUNTER. w/ 34" M.C. HT. AREA. PROVIDE SHOP DWGS. PER OWNER'S SPECS & APPROVAL. GROUT -FILLED 8" CONC. SPLIT FACE BLK. w/ '1 -#6 VERT. REINF. TIED INTO LINTEL_, GROUT -FILLED 12" SPLIT FACE BLK, w/ 4-#5 VERT, REINF. TIED INTO LINTEL. 10 12" x 16" CONC. SPLIT FACE BLOCK. GROUT -FILLED CELL w/ 1-#6 VERT. REINF. 12 GALV. MTL. BLK. TIES 0 16' O.C. VERT. 13 6"0x6'-0"LG. (3'-O"' ABV. GRD.) CONC.-FILLED STL. GUARD POST SET IN 14�0x3'-4%G. CONC. FTG. �:.`�J 12"0 PIT EXH. DUCT TO BE ROOF MOUNT'D FAN UNIT (BUILD FRAME GYP. BD. CHASE). HT. GROUT --FILLED 6" CMU w/ HOR. JT. REINF. @ 16" O.C. w/ 1-#5 CONT. IN LINTEL CRS, 0 TOP &. 0 7'--4" w/ P.T. 2x4 TOP PL. w/ 1/2"0 EXP, ANCH'S. 0 48" O.C. w/ 2-LAYERS 5/8" TYPE 'X' FIRE -RATED GYP. BD. EA. SIDE OF 2x4 FRM'G. 0 24" Q.C. w/ TOP PLATE ATTACHED TO ROOF SHEATH'G. FILL 0VOIDS w/ FIRE CAULK. UL U 16 SLOT IN REINF. CONC. SLAB FOR LINES TO CONSOLE, INTERIOR FINISH SCHEDULE MATERIALS FINISHES - - -~ ROOM FLOOR BASE WALLS CEILING 0�y: WALLS CEILING WOQD-1 META REMARKS SALES -- QUARRY TIE 1 /2' DRYWALL SUSP. ACOUST 4 I 91-0" SEMI -GLOSS LATEX A pREFINI5f IED S.G, EN S.C. ENAN CHOOSE ALL_ R.R'S. ELACK 9'-0" -`f FIN- COLOR EQUIP. CONC. SLAB JOINS EXPOS — PAINTED ECE CONC, SLAB �� ' " D Jorm EXPOSED -- PAINTED HALL QUARRY TILE � AL 1/2' DRYWL 2x4 GRID 9 -0" PREFINISHED - - UTILITY EPDXY PAINT BLACK VINYL 1/2- DRYWALL 9 _011 CWJ w/ T LED JONn STAIRS PAINTED STL. NONE _ " TOOLED 5/8" GYP. BD, 8'-0" PAINTEDAxw-rs - EPDXY PAINT --- COW -BETE CONCRETE 7'-6" EPDXY PAINT EPDXY ENAMEL PAINT PIT EPDXY PAINT --- CONCRETE CONCRETE 7'-6" EPDXY PAINT EPDXY ENAMEL PAINT-- 0 ALL METAL TO BE FINISHED w/ 2-COATS SEMI -GLOSS LATEX ENAMEL 0 ALL INTERIOR WOOD TRIM TO HAVE 2 COATS SEMI -GLOSS LATEX ENAMEL. * GEN. NOTE: ALL FINISH MAT'L. SHALL BE CLASS "Er RATED. 1 x __� TRIM 2x1 HEM 8'-0" A.F.F.- P.T. 2x6 PJ_,, w/ 1 /2"0x8" LG. A.B'S. 0 4T' O.C. 2-LAYERS 3/4" T. & G. PLYWD. ON 200 JST'S. 0 16" Q.C. w/ MTL. JS T'S. HANGERS 1 -LAYER 5/8" TYPE "X' GYP. BOARD _ PAINTED- INSTALL PER UL #DES L512 P.T. 2x8 LEDGER w/J 1 /2"0 EXP. BOLTS 0 VERT.-FILLED CELLS & 1 /2"0 TOGGLE BOLTS 0 48" O.C. BTWN. 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F. 1 MP-2,4 Ll3HT FI _ SC-�EDULE lv '\ K CE-SCRIFITION 1 I _H(_)NIA, FLUCIRESCENF M,)1)E_. Nic,. 23,T-240--A Ml--lc; C PRCIG.'RI'S'.. No 1 - I 00V A' 9 1- AMP WIL-.IAM; FLCURESCENT #7'336, ?-F96-12 CW LAMPS LIT'F:ONI\ I'VIP �-CRIES, 1-5 w4 ALIDE YVALL PACK F .,iA!"C'0 #HN20 12('01 w/ 35/9 _'7 ,/HPSS AMfl LJTl-I0N:A F2XF iVVIRWEL !'*XIT LIGAT BR'ANT , A-19 LAIAP B-9 __4w_6 13 B-1 2 a- CLG 7 to A z _j CLG. -qv - MP-17 20OA/2P MAIN DIISC, FLUSH MTD. C111144CUIT BKR VOLTS I PHASE 3 WIRE -0 TYPE pow 125 AMP MAIIN LUGS CKT. DESIGNATION CW4CW CKT. KVA KVA CKT. DESIGNATION CKT, No. BKR. No. WEACIOM POLE I TRIP COND WIRE 1 LTG. 12 11/2 1 120 1.28 0.96 11 /2 12 WTR. HTR. 2 3 E XT. 875 .875 EXT. LTG. 4 5 FASCIA SIGN 1.0 1.0 TUNE-UP 6 7 TUNE-UP 1.0 1.7 AP--10 f ELECT_I CAL PLAN - POWER 1/8)7= 11-0" E E E E PHOTO t__j _-10P CELL T1 T B-3 la D D D D b a 0 b B-2 /a n- 0 D L) j D H 8-4 \_ a A B__5 b ZI Ile E h E SIGN E E )CTJR: l A:. L2:K4 1', 2-F40 CkN L_/a 1' 1r Iva. H P 1 j152'."8 Yv/ 6011' PANEL MP FLUSH MTO. CIRCUIT BKR TYPE 120/240 VOLTS 1 PHASE 3 WIRE SQ-C TYPE N OD 200 AMP MAIN LUGS CKT. DESIGNATION CIRCUIT CKT. KVA KVA I CKT, CIRCUIT DESIGNATION No. BKR, No. POLE TRIP TRIP POLE COND WIRE ( ONt I --AHU--10:L�13/4 2 20 3.33 1-5-62 20 2 3/4 10 CU 2 r- -PANEL A 1 2 2 100 15.18 112.92 100 2 2 1/0 PANEL 8 - 6 8 9 L_'G. 1 11/2 1 20 1.18 1.65 20 1 11 12 WTR. HTR. 10 11 TEL 12 1 Rl-'CPT.____. 0,6 0.4 RECPT. 14 1 '-) 17�60A SIGN SIGN 16 17 COUNTI R FIRE DR. 0.5 SPACE 18 1,4 SPACE 20 21 22 23 24 2:5 26 27 28 TOTAL j<VA 41.90 r 22,000 AMP. RMS. SYMMETRICAL SHORT CKT. CURRENT RATING * C-,,Fl BREAK[R 41900 / 240 VOLTS -= 173.33 AMPS SEE Stir I E21 q�p u FOR LUBE E AL SEE SlwT. E2 FOR LIGHTING LURE RNL_ .'r nmrl.!�'il if- rf -1 LIGHTING_/__DEFLECTED CLG. PLAN 00, 'SOUN MP-15 � (J VOLTS 6 PNL PNL MF MF1' * Ul -I bNLAKEN SCE CIRCUIT BKR TRIP POLE 20 t LTG. MOH. SIGN 9 WHEEL BALANCE 0.5 1.0 TUNE-UP 10 11 1 RECPT. 1.2 1.2 If RECPT. 12 13 EXH, FAN 0.33 SPACE 14 15 SPACE 16 17 18 19 20 21 22 23 24 25 26 27 28 29 TOTAL KVA 12.92 22 —000 AW MOS. Sy"METRIM SHORT CXT. CURRENT RATING _N L. Eu END Y lFi£ ( ) itFrWRESENTS E'J r i+7NTRALTOR ARE U'&. ANU THE. R",-_NCES OF Ci lp � y Sf;F' 7. ALTHOUGH !'HE LJ$E Gf 1' �` SHI +";1' E E ENERAL GENEFIC REPRF_5E'Nrkl0tj$ ARE ;NIEND-: CO. 7IVF' 4 F 1 �;HALA NOT 8" RESPONSIBLE FOR THE MF> t ' FHESE DOCUMENTS G4Y OTHERS 3iAtNjNG A010ITIONAL AND MARE iPEci.-tc bE FLUORESCENT FIXTURE- STRIP. FLUORESCENT LTG. FIXTURE- LAY -IN w/ 0TO JUNCTION BOX. 1i 10 WALL MOUNTED LTG_ FIXTURE. EXIT LTG. FIXT, w/ BATTERY BACKUP.- SHADING DENOTES FACE GRIENTATfON. DO NOT SWITCH. DUPLEX RECEPTACLE- 15A, 125V, 3W CONDUff IN WALL OR CEILING, HOMERUN TO PANEL. - - - - - - - - - CONDUIT EXPOSED. DISCONNECT SWITCH. D.E. DUAL ELEMENT FUSES. 110, TELEPHONE OUTLET $ SINGLE POLE SWITCH, 20A, 120V. 4 _ A EMERG, LTG. FIXT, wl BATTERY BACK --UP. > COMPUTER OUTLET. = GROUND FAULT (G,F.0 DUPLEX OUTLET. WEATHER PR07ECI-ED (G.F.I.) DUPLEX OULET. W.P. IN@ ELECT. PANEL, 2CQl&.A;_QNQUL)N�) THESE ORAWIINGS SHAIJ. M- REViNED 8 CQEW AND THEIP U,X SHALL 'QNVIRM T!4AT THF.SC DOCUMENTS tNCLI OING AA AXI GENERAL CONDITIONS lliE ENTIRE AND !NlEGRAI'M AORFFMENT THOR HFNRICHS ARCHITECT AND THE COEN1 (KFTQR Y 0 AS rHE "OWNFR" IN AIA nOCUMENT A201 GFNt w CONORIONS OF TFff CONTF,"ACQ. DI"N 11HE C1,1ENT \ND THE ( SAME IN CASES ARF A)VUCABLE TO IHF.- REFE orH "OWNEk" AND THE "001,4TRACTOR" IN AA (W-UMEN't A GENERAi. CONQ ITIONS OF 141F DOCUMENT. NO CONTRAC,`1 AONMISTRATO l WITH DOQU.MF.,l4i5 BY THE ARCHOECI I TO BE I"ROVID1. UNLE'S5 SPECIFICA.L` RROVIDED Of ARATF: WRITTEN CONIFZACTUAL AC,41LEMCN TFIE-.Sk DOCUMEINTS VAY RE FOR 'HE 9F.NE IT OF OtHEIR PARTIZs Re $EPARA TF ' ' CONTACTS WITH THC ARCHIrEcTIS CLIENT OR BETWEEN PARlIFS NOT KNOWN OIRF.CTLY BY THE ARCHITECT, SUGH A4RFFMEN'rS SHALi. NOT 8 CONSTRUED TO, CREATE A CONTRACTWAL RELATION P OF ANY KIND BETWEEN THIF ARCHITECT AND SUCH THIRD PARlES VNTRA o.45, oWNERs' TENMTS, M,)- THESE D0,0VUIENTS HAVE BEEN r$RODUC .D 04D IIIFENDft, TO BE OF RLIFOCiENT t)ErkiL FOR P .RMITIING ONLY. 'I:lr. G D I'D ALLOW 11,11F. CUENT THIt FLEX1811-t( To SnlCT EQUIPMFN1. FINISH0, VURNiSHINGF, -ETC, TO QONTROL AND ALLOW QGMPE11 Y$-fEMS AND PRICING. ANY LACK OF VI-CIFICIII-Y AND CON.5TROCTION DETALS, SHALL NUT, BE CONSTRUED AS AN lNCQMRL.I;, TE CIOUGXYTON ON THE PART OF THE ARCHJECT OR REg\AxG I'K' OWNFR/CONTR,4CTOR/0R O'IHFR USER FROM p E RI. ORMING ()R COMPLETING THE WORk IN TOTAL COMPILIANCi. Wiffi lti GOVERNING CODES AND PRACTICE,$. ADDITIONAL Documi'm$ MAY BE F"URNISFIED �Y SEPARATE WRITTEN CONTRACTUAL AGREEMENT. THE AGREf ' MEW SHALL 8F LIMITED TO 7HE WORK DIRECTLY UNDER 'HIF ARCHJrE,'_'T'S CONTROL (SPECIFICAL!-Y THE PROO ' OCTUON AND THE EXTENT OF THE SCOPE OF 1'+ L PRODUCTION 01" TRESF DOCLAIENTS ONLY), THF ARCHITECT Lr!MENTATION BY OTHFAS OF I'lF WOkK DE;_'tC'ItD aY T'Ffrst.,00ckimENTz; of HE USE Oi THE Llt,ER ()F _H;5F DOCUMENTS SFIALL, 8FAR THE RESPONS010Y OF 4 .Tkjui mb,t OR ENGINErRINC, WHICi4 MAY 9L DESIRFE). LTG. PIGTAIL � 2--- 3 #1/0 THWN CU 1 #4 GND. MAIN PANEL POWER SOURCE AS DIRECTED BY LOCAL POWER CO. CONTIRCATOR SHALL PAY ALI- UTLfTY CHARGES & PROVIDE ELECTRICAL SERVICE PER UTILITY CO. REQUIREMENTS CONNECT TO BLDG. FNDN. REINF., 20 ' FT. MIN, LENGTH NOT LESS THAN 1/2" DIA. 'MP' KWHIR I o METER 200A, NEMA 3R FUSED SW—.-,, GND. PER 250-81 THWN CU CU-CLAD GND. ROD 120/240 VOLT_ I L PHASE-.3 WIR.E_ POWER RISER DIAGRAM IN.T,S. Cl, V of F—C _0P YR"_1 G--H—T CHECKED T.H. DATE 1/13/00 SdA-LE AS NOTED [or TWO TO A M PIRE(JID17 MY IEL15FIA*06- CO. _N L. Eu END Y lFi£ ( ) itFrWRESENTS E'J r i+7NTRALTOR ARE U'&. ANU THE. R",-_NCES OF Ci lp � y Sf;F' 7. ALTHOUGH !'HE LJ$E Gf 1' �` SHI +";1' E E ENERAL GENEFIC REPRF_5E'Nrkl0tj$ ARE ;NIEND-: CO. 7IVF' 4 F 1 �;HALA NOT 8" RESPONSIBLE FOR THE MF> t ' FHESE DOCUMENTS G4Y OTHERS 3iAtNjNG A010ITIONAL AND MARE iPEci.-tc bE FLUORESCENT FIXTURE- STRIP. FLUORESCENT LTG. FIXTURE- LAY -IN w/ 0TO JUNCTION BOX. 1i 10 WALL MOUNTED LTG_ FIXTURE. EXIT LTG. FIXT, w/ BATTERY BACKUP.- SHADING DENOTES FACE GRIENTATfON. DO NOT SWITCH. DUPLEX RECEPTACLE- 15A, 125V, 3W CONDUff IN WALL OR CEILING, HOMERUN TO PANEL. - - - - - - - - - CONDUIT EXPOSED. DISCONNECT SWITCH. D.E. DUAL ELEMENT FUSES. 110, TELEPHONE OUTLET $ SINGLE POLE SWITCH, 20A, 120V. 4 _ A EMERG, LTG. FIXT, wl BATTERY BACK --UP. > COMPUTER OUTLET. = GROUND FAULT (G,F.0 DUPLEX OUTLET. WEATHER PR07ECI-ED (G.F.I.) DUPLEX OULET. W.P. IN@ ELECT. PANEL, 2CQl&.A;_QNQUL)N�) THESE ORAWIINGS SHAIJ. M- REViNED 8 CQEW AND THEIP U,X SHALL 'QNVIRM T!4AT THF.SC DOCUMENTS tNCLI OING AA AXI GENERAL CONDITIONS lliE ENTIRE AND !NlEGRAI'M AORFFMENT THOR HFNRICHS ARCHITECT AND THE COEN1 (KFTQR Y 0 AS rHE "OWNFR" IN AIA nOCUMENT A201 GFNt w CONORIONS OF TFff CONTF,"ACQ. DI"N 11HE C1,1ENT \ND THE ( SAME IN CASES ARF A)VUCABLE TO IHF.- REFE orH "OWNEk" AND THE "001,4TRACTOR" IN AA (W-UMEN't A GENERAi. CONQ ITIONS OF 141F DOCUMENT. NO CONTRAC,`1 AONMISTRATO l WITH DOQU.MF.,l4i5 BY THE ARCHOECI I TO BE I"ROVID1. UNLE'S5 SPECIFICA.L` RROVIDED Of ARATF: WRITTEN CONIFZACTUAL AC,41LEMCN TFIE-.Sk DOCUMEINTS VAY RE FOR 'HE 9F.NE IT OF OtHEIR PARTIZs Re $EPARA TF ' ' CONTACTS WITH THC ARCHIrEcTIS CLIENT OR BETWEEN PARlIFS NOT KNOWN OIRF.CTLY BY THE ARCHITECT, SUGH A4RFFMEN'rS SHALi. NOT 8 CONSTRUED TO, CREATE A CONTRACTWAL RELATION P OF ANY KIND BETWEEN THIF ARCHITECT AND SUCH THIRD PARlES VNTRA o.45, oWNERs' TENMTS, M,)- THESE D0,0VUIENTS HAVE BEEN r$RODUC .D 04D IIIFENDft, TO BE OF RLIFOCiENT t)ErkiL FOR P .RMITIING ONLY. 'I:lr. G D I'D ALLOW 11,11F. CUENT THIt FLEX1811-t( To SnlCT EQUIPMFN1. FINISH0, VURNiSHINGF, -ETC, TO QONTROL AND ALLOW QGMPE11 Y$-fEMS AND PRICING. ANY LACK OF VI-CIFICIII-Y AND CON.5TROCTION DETALS, SHALL NUT, BE CONSTRUED AS AN lNCQMRL.I;, TE CIOUGXYTON ON THE PART OF THE ARCHJECT OR REg\AxG I'K' OWNFR/CONTR,4CTOR/0R O'IHFR USER FROM p E RI. ORMING ()R COMPLETING THE WORk IN TOTAL COMPILIANCi. Wiffi lti GOVERNING CODES AND PRACTICE,$. ADDITIONAL Documi'm$ MAY BE F"URNISFIED �Y SEPARATE WRITTEN CONTRACTUAL AGREEMENT. THE AGREf ' MEW SHALL 8F LIMITED TO 7HE WORK DIRECTLY UNDER 'HIF ARCHJrE,'_'T'S CONTROL (SPECIFICAL!-Y THE PROO ' OCTUON AND THE EXTENT OF THE SCOPE OF 1'+ L PRODUCTION 01" TRESF DOCLAIENTS ONLY), THF ARCHITECT Lr!MENTATION BY OTHFAS OF I'lF WOkK DE;_'tC'ItD aY T'Ffrst.,00ckimENTz; of HE USE Oi THE Llt,ER ()F _H;5F DOCUMENTS SFIALL, 8FAR THE RESPONS010Y OF 4 .Tkjui mb,t OR ENGINErRINC, WHICi4 MAY 9L DESIRFE). LTG. PIGTAIL � 2--- 3 #1/0 THWN CU 1 #4 GND. MAIN PANEL POWER SOURCE AS DIRECTED BY LOCAL POWER CO. CONTIRCATOR SHALL PAY ALI- UTLfTY CHARGES & PROVIDE ELECTRICAL SERVICE PER UTILITY CO. REQUIREMENTS CONNECT TO BLDG. FNDN. REINF., 20 ' FT. MIN, LENGTH NOT LESS THAN 1/2" DIA. 'MP' KWHIR I o METER 200A, NEMA 3R FUSED SW—.-,, GND. PER 250-81 THWN CU CU-CLAD GND. ROD 120/240 VOLT_ I L PHASE-.3 WIR.E_ POWER RISER DIAGRAM IN.T,S. Cl, V of F—C _0P YR"_1 G--H—T CHECKED T.H. DATE 1/13/00 SdA-LE AS NOTED [or TWO TO A M PIRE(JID17 MY IEL15FIA*06- CO. VtEND, MACH. wr - -- -~ -- -- U N�T�� �| r(�TR(/,AL. |N STA[[AT1ON H AL L pONF-01'-'�W "M /\AT|C{ r - 1 1 , CLASS 1 . D|VI~[(lN 1 &" 7 � « | U��� 4��� VV�TA � �)� (`A4N/`�� /A� WHEEL BALANCER �`~^�� '.`_... WITH . .... "...,u`-"/ ..'`. (11,0V N[ FIELD K�Ay �� U0VV� [������ p�� [ODF VERIFY L�C . ~^ ~~ -`-~ ^r � ~~~~ ,� ' ..".` | � � `rr--LADDER A-7 | � � ININ 'IN || |T | / } P!| � | 4 ( OPEN � . | U U [� v \ | u D| | ( __ | IN . | \ FUTURE ELECT p! ! | ��� \ �-- -- ' `- '' ` -- /| -----/-- -- -- -- -- ---~ ~_ __ __ __ __� \ \ Ar--� ~ A\ 7 \ '' |� _ � _ _ �L _ _ _ _ _ _ � � ^ ` , [ ` - � r ` ~A-� PIT / LUYY N3L�GE /A[� ����PTA���� |�� \ ` � ---- C NECT TO ' � � ~'' ' � A.F�F� \ c~.. °.^` ------------ --------+ - ' -- ---'---- ' ' - --- N - -'-'-------�--- ---- ---'r�'�� - - P1- PIT P|T BW[RGEMC? LIGHTING' S-HALLBE Ci-AS'S !. DyVIS|ON 2 L0(,'/'TI0N & SHALL HAVE AN A8.'RAG-L1- OF 0N[ F".- -�D��NG ANYP�!� OF��S. �—�- 2� PIT U���!NG BE INTEkLO(,KBD w/ PIT � ��/, YEH�>LAT|ON SYSTFW. / -' -- u �� l ALL RE�P7S� iN p[[ 8� LU8[ B/� A�EAS SHALL BE 8.F./. 4 LUBE D/SpEN�}N0 SYSTEM �HAL BE INTERLOCKED w/ P|T YENT|L/(|)H S'YSTEW� 5,A{R-FLOY« DEJECTION SA'STE',,-� SHALL BE IN IRL0CKED */ PIT YEN[|LAT0N SY`3�EM � � � _ | \ i | ! | { | | ` | D � D [) _ � ~ b i ) / � / / � � 0 ' b ' D | ' D � D, \ � ° i\ ' i \ / / | \ / a | ( � \ | / \ - ' - - -- - 7-y��.--- ------------- �--- -PHOTOSIGN 1// 4[`' 1'-v n" EXH. FAN EF-> T/3 HP * * * FLUSH WD. CIRCUIT 24 6- VOLTS 'I PHASE - WIRE 3 19 27 LIGHTING- PIT LIRE 10OND POLE TRIP TRIP POL,E COND WLRE F EN 4 20 -736 � GFl BREAKER SEE MANUF'R. FOR RREAKER SIZE, - MARK DESCRIPT1,01\1 B FIXTURE FURNISHED BY OWNER -7tWILLIAMS FLOURESCFNT 7#7636, 2—F9&T12 CW LAMPS E LITHONIA TWP SERIES, 175 WA17 MTL, HALIDE WALL PACK LITHONIA F2'XS'\A1IRWEL EXIT LIGHT ` ' ` ' � ` ,p r• _ R s 1 g c City of Sanford Moue! St?anu_ird'i.._.��1� ' .�'''�v�*`red. Standard i,}3 4.:. ne I *tT ed.t I � Stanclard n -cha ,3! C< ip 1997 ed. Natlona! ^isle 1996 ed. See City Code �!h%l.=i�.11�i�%�F?' I S t e%z FL. Aces it i iti` � E,,r # s , " ' if `FL. Energy � 19�' > "�7 • _ _._-..__---.�+'� •rflf ar. �'(.-./�!�}` �i �t�"`�is �' i Lt (�('v� j ,� � �.,�,,,i I �f?!`�%i ir„In,�' {rfi3n�t'ihl 4 r•. YV, C', NC'4-.L.. AL.TEP, i �?.''k� 1 ".. 1 �4 " w.- yr i - CNS OF THE TEGHINII � i- fr IR �'4" = ,r� LA E OF A ^-R'•+11T PRr-V!� 1i Ali 4!k hll M F� F_R���TcR Rti1u 2i(! L� PU .y[ C ROPS �- N � sic PLAN CON: , r•�U'C`���`�r'e "FINISHED =1 t OPn, Fl,,.�VATIONS" Must meet city codes fbi,finioed floor / slab elevations or'proyide elevations approved by city • , . • _ �. >� �� engineering dent. for subdivision r '`--vations to prevent flooding ACCESSIBILITY CODES MUST MEET FLORIDA i FL R�J�y{ tK` �is } ;.r� ``, • I 4{WWI• )p OF \,...rr'. Si L. 1 i