Loading...
3815 S Orlando Dr - BC04-001434 (INSTALL WALL SIGN) (A)~ CITY OF SANFORD PERMIT APPLICATION i Permit # : Date: Job Address: Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Ahem Pool _ Electrical: New Service — # of AMPS Addition/Alteratiort Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cala. Required) Plumbing/ New Commercial: It of Fixtures # of Water & Sewer Lines # of Gas Lincs Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Conirnercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Addre°ss:, N��✓:T41 �A t >4�- K i 1 r��1 6\ %4^Nt 1-j 6.) -NA � Phone:ea�� Contractor Name & Address: �T1�R �a A t✓\ 1t ref �1�� ��AM 1 �t _t t�4�c r4J�� Phone&FaN: -} �- �I�� S�� 1 "�1' 1 Cuntact'Pe on: MSI AAAr:_= Phone: ?A2,(>`ZA0 7G— Bonding Company: Address:- MAP i P, Mortgage Lender: 'i[, .I.ti Address:°mot — Amtt1Wt/Engineer:i° r�EC� 4-tJfUtt--�i?G�nrrilx L Address:�t<;\ Application is hereby made to obtain a permit to do the wdikand`•fiislallations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate Permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT': 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE. TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to the requirements of this pemiit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water masa -anent districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the req iremeuts of Flor' u Li it Law, S 7 cL r G Signature of Owner/Agent Date Sig aturc of Contract r/A�+gent� Date Y Print Owner/Agent's Name P unt Contractor/Agents Name ll Signature of Notary -State of Florida Date [inatr of Npt 1p� tate of,�lorida 7 M. lj"J° ous" Datc x -k MY COWAI3 ':>it i0 r,r, 9z laos EXPIRE$: March 2 VLA "P pund.d/hni�udgc H to/':='. Owner/Agent is _ Personally Known to Me or Contractpt/Agent Is - crso al } own o.M , J-7 , Produced IDPr odu ed ID t s °'� APPLICATION APPROVED BY: Bldg ): 1Z.oning: ��C'Q ' 111/pC�ttcf Utilities: �� (Initial & Date) (Initial & Date) Special Conditions: FU: (initial & Date) (Initial & Date) C CC)i' VENIENCF. `�' :.F:k- PP,� Q PP/ �O/ ■ ii ,b i /,A\\ Illy Q / 1 ; ! / a q RC'P 4 „ e / / TSB = AI)M .NIS"TRA'['IV�' 'VARIA.N('REQUEST: EDUCE E /D�� C/)'/ BU F LER ;FROM 25' RECJU>A_.D TO 2.0' IN THIS EA / / 1� / �• / !D E TO .SI.D`�tALK IrJST LLAI'ION. I !CREASt r ..ANTI SCAPI G PROPOS ■ `� . 404 - �,. Awl 7 12 lb, R5 R5' / Aj h' 3 a (.0(TYP) ■ ■ TRAFFIC CONTROL & SIGNAGE INTERPLAN 1 CD ;HANDICAP PARKING AND 0'-4PIN(3 C4 ARCHITECTURE 2 ENGINEERING O HANDICAP SIGN (2) PLACES) C4 INTERIOR DESIGN PROJECT MANAGEMENT O� �AVE1�gEPd'T MARKINGS3 C4 AA 003420 CR0SIID,, SWALK S71P r �F"1 >CCT INDEX 17;546) CA 8660 ` O 4" WHITE (PAINT) 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 6 ?��" `VaJlII1E.: STC1P E3 R, (PAINI") FX 407.629.9124 Q__/ 30" "STOP" SIGN (R1- 1) SEAL: DO NOT ENTER" SIGs! (RT5 O " 9 4' DOUBLE YE':LL.O`,1,! 1 9ENT 2 STORM INLET FIRE LANE PER CITY' REJUIREI.C5 CONTROL SIGNAGE C r, —r % �� TOP = 47.01 AL.I.. TRAFFIC. CONTROL SIGNAGE'. "HA..;_ '7N;FC1 RM ;,� "MANUAL ON UNIFGR',,, N INVERT 12" PVC = 44.72 TRAFFIC CONTROL. DEVICL_ " BY THE U.S. DEPaf?Tf,4E"v;' 0(: ,RA•N�,'-OR'TAI"ICN ¢ E INVERT 15" RCP = 44.63 Fin �_ �„ Q FELE:'RAL. -iIG"'4iAY ADMINL:>ff�ATIChJ, OB, RT �IE:GE•.�J: USS, F.F.. J�'�' ■ FL_ ■ ■ CONSULTANT: 8 63 SITE SI TE NOTES ASPHALT ar ❑1 HANDICAP RAMP C4 5 SIDLDNALK RAMI' C4 RU \.3 s ar k i0K -` 6 'L STOP (29 PLACES) t4 �6 2 � F31WF1 C4 / \a 41 Y�Clb LOT 7 5 CL,Rfa C4 6 12" PVC -SHOWS _`' ` x`3747' �� STORM 57 MONOL..ITlIIIC CURB AND SIDEW,gI,.K ,_ "�-- - �,` R15 � `DIRECTION ON -LY �--.�.� '''----_._ �W"� TOP = C4 N INVE 9 REVISIONS: ` �`� \ \� a CGNC,?LTA �IALK NO. DATE REMARKS R\ W INV C4 ` � _.• �' \, '� 1/ - ni 07-_09-035 [ Y CJWEVT`i co ��loc/.�� "ONCRETE WALK EXPANSION IOINTS AND SCORE MARKS � R5' E/P 7 ASPHALT PAV.A4r..'. 1,5 S� J roGLLaRD C4 - •. s �8�4�3' ��-� ASPHALT �� 10 CONCRE.f._ PAVEMENT (SEE ARCHITECTURAL PLANS) 09 � , . � 1. .... -r _. ■ _ -,_ �. ~``� �8�1 3, �'� ■ OUTIi_ D18 1. R.MONUMENT"AMSBANK" ^aI.GN Max. HEIS:_ 12 fr MAX ,A _ ■ - - - �.` - 6 DIRE ION ONLY .5 .. F f �4 % -- 1 ' 98 18.59 �` ' •+ .,. 12 DRAINAGE ST RUCTURE SEE SHEET 3i ANSOUTHI OI l 3 . 7 l - ^� ' r� 2 °O 10' Irl `'' _)r _ r -� 13 NOT USED 3 J= SETBAC Lis R5 - LIGHT POLES - - - - - - - - z Z �� �' �.. 66.33 "- _ i �� CtSsz� SET 5/f 7 - L 'J 3 • `7 S®. d- - T s�:: � LB #44 15 CONCRETE PAVEMEN 2 r , -; - R R25' _rn -- "- - - - - _ 16 3L rJP E'cE.IIVE MA!ZKER ON PAVEMENT PER SANFORD F:I:L' DEPARTMENT UU - 25, pSj UE R C i A .,ARD.; 9 7 1' ra F51- R25' - JY_P = 15 Q �- 5' R2' V_ ACCESS TO E_/"03 Q I 6UF-..SITE I )�' :c: _ -- 2.3 CLDUj4PSTER FOR I1-- , P �O,:,OSED S Py ALK BY OTHERS a C (TY / c - 12 _. 77- 77 Q_ A S P G - kin 10 SET 5/8 " I. R. LE #4475 ALSO: FND. 5/8 " IR LB # 220 0.06 E & 0.57' S 169.91 BUILDING TIE tL •. /N c� Nk;GHE30R,Nf, APPLICANT WILL CONTRACT 'e"dtTH PRIVATE COMPANY FOR 7AI.Y TR�;;;H AMSQUTH I 10 12 R26' s �' ti . T� CGL.!-E'CI' ON/SHREDDING OT. AGGE.0 "'RASH SI'GRED IhJ '�slORKT?OOM 111. l I o v PROPE;� _IMITS OF' ASPHALT P.4"EMEN-- BANK m I I 0 GD-_ 4 i pw 12 , I� BR.FL.C.DNA _1-—' ----�� - �j / �\ RETEI AMSO!i1H BANK Ja'ILL EiF" R'S*'O sSIE3LE UR "fH ! UPKEEP �;' E UPKEE. OF THE.. ,� 1 TIA�I � 14 ' UNDE CONCRE:iE PAVEMENT THE' 2'' CROSS ACCESS E:ASMEN7 3815 ORLANDO DR. ti (TYP) ^!C\VT7 / SANFORD, FL 64.8' BUILDING TIE 6" CONC CURB CG—.2 SITE DIMENSION PLAN V - 2G ■ I NORTH 0 S 89°54'47" W 389.63' D&M ■ i__.._..______--...._..__ . COPYRIGHT ( 2003 RETENTION POND INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS �— TO THE ORIGINAL SITE OR SET 518" 1. R. PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS AIDE L.B #4475 PROHIBITED. ■ nlrrmr PEHMIT C47 PLANS REVIEWED CITY OF SANFORD REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE—SPECIFIC NOTES AND REQUIREMENTS. IPROJECT NO: 2002.072.1 DATE: 5-07-03 C1 ° CHECKED: ■ ■ tf0U1(EG: ?1%25/'03 17;30;27•1:\P,—J\AMS9��1'hi\2i�02.9721'\U'2721(.'1.pW� 1"=:,2(�` aaRShdi PUJT Or 1'�iM,1011 101r,e:.9t 'AA A AL P^, rne, CID FASTENER LOCATION (TYP. ) TRAN`. TRANSFORMER BOX MOUNTING ANGLE, MUST SPAN AT LEAST 2 STUDS. 2 FASTENERS PER STUD, 12'-0 3/8" 18'-9 1/16" 3/8" DIA. BOLT WITH HILTI HY20 ADHESIVE SYSTEM. 3 3/8" MIN. EMBED. .050" THK. ALUMINUM BACK BRICK FASCIA 1/8" THK. POLYCARBONATE .040" THK. ALUMINUM RETURNS -5'-8 3/8" - - 1LJ u NOTES: 1. DESIGN IS BASED UPON 110 MPH (3 SEC. GUST) DESIGN WIND SPEED PER FBC 2001, EXPOSURE C. 2. NO ADDITIONAL WIND CATCHING SURFACES ARE ADDED TO THE BUILDING STRUCTURE, THE CUSTOMER'S BUILDING ENGINEER IS TO DETERMINE THE ADEQUACY OF THE SUPPORTING STRUCTURE. 3. LETTERS AND LOGO DESIGN BY OTHERS. 4. MAX TENSION PER FASTENER - 45 LBS. MAX SHEAR PER FASTENER - 10 LBS. 5. HILTI EPDXY ANCHOR SYSTEM TO BE INSTALLED IN STRICT ACCORDANCE TO MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 6. THIS INSTALLATION WAS DESIGNED TO BE INSTALLED AT THE ADDRESS SHOWN BELOW AND SHOULD NOT BE USED AT OTHER LOCATIONS UNLESS DEEMED SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER. 7. AS PRESCRIBED BY THE FLORIDA BUILDING CODE GENERAL SIGN PROVISION, ALL PLASTIC MATERIAL SHALL STATE THE BURN RATE IN ACCORDANCE WITH ASTM D635. POLYCARBONATE FACES USED ON THIS SIGN (SUNGARD MANUFACTURED BY SPARTECH PLASTICS) ARE RATED 1.5" PER MINUTE FOR THICKNESS LESS THAN 1/2" IN THICKNESS. -1' 1 1/2" ED COPY A �� HITE COPY ED COPY _NOTE: - ----------- ----- ----------- ---- --- RETAINER TO BE -AM - --- Mff � e e VMETERED, WELDED i AND GROUND SMOOTH 1_ uV7 B FRONT ELEVATION A ---J SIDE ELEVATION —IU J/'+ 1'-10 3/4" 4 6 7" OVERLAP 12 O TnU: AM SO UTH BANK n [� DETAILS @ A vl S --AT M I \ RECESSED WALL SIGN o Project Number. 03-0820 N ■ & Consulting Corp. 4 7675 Oak Ridge Highway, Knoxville, Tennessee 37931 (865) 342-8333 II 1 5J Date: 11/06/03 Drawing Number. B1 01 1478 I -Engineering Sheet Numbe. 1 Of 2 I i cv I � REVISIONS DETAIL (FACE REMOVED) 8 NOTES: 1. 1/8" THK. WHITE SG POLYCARBONATE FACE WITH FIRST SURFACE VQ#9082 BLUE AND PMS# 186 RED VINYL. 2. 3/16" THK. POLYCARBONATE HANGING BAR. 3. CABINET AND RETAINERS TO BE PAINTED SHERWIN—WILLIAMS CARBIDE BLACK (OR EQUIVALENT). 4. (1) F42T12 AND (1) F36T12 HIGH OUTPUT LAMPS TO BE POWERED BY (1) ADVANCE #ASB-0620-24—BL BALLAST. 5. (2) KULKA 582 G SNAP—IN SOCKETS. 6. (2) KULKA 530-1 SPRINGLOADED TOMBSTONE SOCKETS. 7. 3/8" DIA. FLEXIBLE CONDUIT 8. BRAKEFORMED ALUMINUM RACEWAY AND RACEWAY COVER (OR EQUIVILANT). 9..125" THK. BRAKEFORMED ALUMINUM CABINET WITH .125" THK. ENDS. 10. 1 1/2" X 1 1/2" X 1/8" THK. ALUMINUM ANGLE RETAINER. 11. 1" X 1" X 1/8" THK. ALUMINUM TUBE FRAME. 12. 4" X 4" X 1/8" THK. ALUMINUM GUSSETS. 13. 3/8" DIA. X 2" (MIN.) WOOD LAG SCREWS. �O SECTION A -A 6' NOTE: THIS DRAWING IS FOR DESIGN INTENT ONLY AND IS TO BE USED AS A GUIDELINE ONLY. SIGN IS DESIGNED TO WITHSTAND 110 MPH FASTEST MILE/ ASCE 7-93 OR 150 MPH 3 SECOND GUST/ IBC 2000. AT 20'-0" OAH MAX. SIGN TO BE DESIGNED TO COMPLY WITH U.L. REQUIREMENTS. AMS—ATMR DM- "-- All designs and plans indicated on this drawing are the We property of Trisect Engineering & Consulting Corp.. created specifically for the noted pro)ect. Use of these designs or plans for any purpose other that the intended application sholl be prohibited without the written consent of Trisect Engineering & Consulting Corp. Disclosure of lased of the information enosed within, without consent of menc owner, is a violation of intellectual property and shall not be tolerated. TnU: AM SO UTH BANK n [� DETAILS @ A vl S --AT M I \ RECESSED WALL SIGN prawn By K � Project Number. 03-0820 N ■ & Consulting Corp. 4 7675 Oak Ridge Highway, Knoxville, Tennessee 37931 (865) 342-8333 II Date: 11/06/03 Drawing Number. B1 01 1478 I -Engineering Sheet Numbe. 1 Of 2 DATE DESCRIPTION 6r REVISIONS '-10 3/4" V L I/ %I L.y I v I v TITLE: All designs and plans indicated on this droving are the ade pr` -'pity of Trisect Engineering k Consulting Corp., created gxdfncdly for the noted project Use of these designs or plans for any purpose other that the intended application shall be prohibited without the written consent of Trisect Engineering do Consulting Corp. Disclosure of any of the information enclosed within, without consent of owner, is a violation of intellectual property and shall not be tolerated. AMSOUTH BANK DETAILS @ AMS-ATMR RECESSED WALL SIGN -H 00 SECTION A-2 AMS-ATMR Drawn By: Project Number. Kc 03-0826 Date: 11/06/03 Drawing Number. Englxeertxg b Cox>>vlttxg Corp. Sheet Number. B1 011478 2 Of 2 7675 Oak Ridge Highway, Knoxville, Tennessee 37931 (865) 342-8333 ■ ■ "4 4 BRICK HEADER COURSE COR -A -VENT BRICK VENEER ---� Q ■rrrrrrrl frrrrrrrl . rrrrrrrr rrrrrrrrl ■■■■■■ten ►I I - I MANUFACTURED STONE VENEER BASE TINTED INSULATING GLASS IN - ALUMINUM STOREFRONT WINDOW MANUFACTURED STONE LINTELS 12 Q "-~ 5 _ COR-A-VENT'RIDGE, VENT ■ TRUSS BRG. 13'-6° OF BOTTOM HEADER COURSE COMPOSITION SHINGLES ON 300 ROOFING EIFS @ DRIVE THRU CANOPY TOP HEADER COURSE USS BRG. REFER TO DETAIL. 6'-6" zy i' _ m i PRE-ENGINEERED WOOD TRUSSES TOP OF N —7 „ ARCH COR -A -VENT EXTERIOR SUSPENDED SPRING PT: t° 1 ACCENT ARCH SPRING I IIr r `Tw>1 kX%. ..wkM'.AC:C%i:1T wC......N\•.w�.\`.vrwv Ua^X."�wNW.Y?.:Q'Ct020%Aw......M`awwil\MVAwYM.Wi0.+YaAW.'.�....f`+:A1Vp.�+a .IM.aM}..•..^.vWC.bH»waYJwv^`wM0»MiMAOH»..^.:.b%eYdX+Maw»'.�a.w..EWfFauN#vhfcY+N`N.»t»....'O:N�NNb.Oxr+www,»N1.��1lwWwV..TMa^YiHkab�v. BLOCKS. RE: DETAIL •• r IIr UNDER DRIVE THRU CANOPY _�o � FIN. FLR.,-L ' I i _7 PRE -FINISHED 3 GUTTER & DOWNSPOUTS w - FLASHING LET INTO 12 X. ilTli f C NI l�ll Ir I I r ■ 1 r .•�__ �..�,,....�' � .��.._..�.".�'. I �,I I 1 1 .... •rarscsxc¢."" .•. acrw�:M•• � ~•.••�•`•.'.•'. ia:e.�•s�aeanx¢x.x¢s^^^• ' VIII ?IS►'`"TIMY II .w••....~.,..`�;. • �5�.�.•�:_.:-",. ..�:�^���::�::�:�" ,�.�..�. �... �:::,�:.:.��.��:_..s,::�... .�.,. — 16'-6"n _y a cerowgr xr-s xavw ~ ^aaaras urr •u> x.sus:. DELIVERY 5 n�rr■r OVERHEAD Qr rrrr ._:��r�rirrrrrr rrrrrr BRG. PRE-FINISHED11 1p ....... jig y'`3' • • ■rrsrr■rr■ri�■irrrr�rr■rrrrrrrrrrr - rrrrrrrrr_rrr■—.—•�+rrrrrrrrrrrrrr GUTTER & DOWNSPOUTS rr ■ • I r SIM. =—=—=1-�" I ���r iI►iiaulllul �.nrr•,,,g11111...1111111111(1. aunnunnrp �m mm-_:=�� mm illlllllllllllllllp�l////ll/r�/ � ���r r— • • �■�■ \\��Gr—ate; rw�•���i■i' mnm -_. Ingtop allow ��r.///� _rr �• �r ice. �_ �-- 11111111 .rIn rr■ -- • . ■ rr■ •----•-----1 ------••o—Im rrrrrr■frr. © rrrrr■rrrr■■11 ■rrrr■rrrra■1 ■ I' I, rrZrr rrf rfrrr■ rr fr° m mm:��fr■frrl■ •+rrrr: - �rrrrr t �urrr■ rr • �rrrrr frf rrrrrr■frr. •---••-----1 t .-----r.—mm" �rrrr■rrrrrr, I �rurrrr rr rrrr frf r 1 .rrr. rr i, 1 r =r rr !— _rrrll MUM l oomm--------------- MEN I :- 11 1 • I • r 1 1 ' 1 1 _ COR-A-VENT'RIDGE, VENT 3.� M- AAAAAAATIO� Q -4 .5(- 12 7.5 l _ S_� .. 1/8" = 1 1-011 II 11 II Y 1 ��� Y 1� 1 I 11 IMI 1 MND.` �M 11 1 MIMMIIIYiI I IYYI YI 1111 YI I iM IIIIM IY 1 �iilil it iiln.I �iI �I�j41�I��SI� li - ------------------rrrrr----------- r■■ rrrrrrrrrrrrrrrrrrrrrrrr� 1_ _rrrrrrrrr rrrrrrrrrr■rrrrrrr■I �. ■rrrrrrrrrr-■i.-rrrrrrrrrr----- Slotoom 1_ w—rlr■rr■.rrrrr—rrrrr—rrrr•rrrrrrrl ��_ i fr�r�r�r�rr��rrrrrrrrrrrrrrrrr A 1/8', _ l'-0. COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES SIGNAGE BY OTHERS ■ TRUSS BRG. 13'-6° OF BOTTOM HEADER COURSE COMPOSITION SHINGLES ON 300 ROOFING EIFS @ DRIVE THRU CANOPY TOP HEADER COURSE USS BRG. REFER TO DETAIL. 6'-6" zy i' _ m i PRE-ENGINEERED WOOD TRUSSES TOP OF N —7 „ ARCH COR -A -VENT EXTERIOR SUSPENDED SPRING PT: t° 1 ACCENT ARCH SPRING GYPSUM BOARD CEILING `Tw>1 kX%. ..wkM'.AC:C%i:1T wC......N\•.w�.\`.vrwv Ua^X."�wNW.Y?.:Q'Ct020%Aw......M`awwil\MVAwYM.Wi0.+YaAW.'.�....f`+:A1Vp.�+a .IM.aM}..•..^.vWC.bH»waYJwv^`wM0»MiMAOH»..^.:.b%eYdX+Maw»'.�a.w..EWfFauN#vhfcY+N`N.»t»....'O:N�NNb.Oxr+www,»N1.��1lwWwV..TMa^YiHkab�v. BLOCKS. RE: DETAIL —4 UNDER DRIVE THRU CANOPY _�o R FIN. FLR.,-L i _7 PRE -FINISHED 3 GUTTER & DOWNSPOUTS w - FLASHING LET INTO 12 X. FIN. FLR. 7,5 ��,•,.�".�_ .•�__ �..�,,....�' � .��.._..�.".�'. BRICK COLOR .... •rarscsxc¢."" .•. acrw�:M•• � ~•.••�•`•.'.•'. ia:e.�•s�aeanx¢x.x¢s^^^• ' CONCRETE CURB .w••....~.,..`�;. • �5�.�.•�:_.:-",. ..�:�^���::�::�:�" ,�.�..�. �... �:::,�:.:.��.��:_..s,::�... .�.,. — 3.� M- AAAAAAATIO� Q -4 .5(- 12 7.5 l _ S_� .. 1/8" = 1 1-011 II 11 II Y 1 ��� Y 1� 1 I 11 IMI 1 MND.` �M 11 1 MIMMIIIYiI I IYYI YI 1111 YI I iM IIIIM IY 1 �iilil it iiln.I �iI �I�j41�I��SI� li - ------------------rrrrr----------- r■■ rrrrrrrrrrrrrrrrrrrrrrrr� 1_ _rrrrrrrrr rrrrrrrrrr■rrrrrrr■I �. ■rrrrrrrrrr-■i.-rrrrrrrrrr----- Slotoom 1_ w—rlr■rr■.rrrrr—rrrrr—rrrr•rrrrrrrl ��_ i fr�r�r�r�rr��rrrrrrrrrrrrrrrrr A 1/8', _ l'-0. COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES SIGNAGE BY OTHERS RECESSED BRICK HEADER COURSE TINTED INSULATING GLASS IN ALUMINUM STOREFRONT PRE -FINISHED GUTTER & DOWNSPOUTS ■ DOUBLE >OLDIER COURSE MANUF. STONE SPRING BLOCK -REFER TO DETAIL BRICK ARCH CONSISTING OF BOTTOM HEADER COURSE COMPOSITION SHINGLES ON 300 ROOFING W/ TWO CUT SOLDIERS AND TOP HEADER COURSE USS BRG. REFER TO DETAIL. 6'-6" zy i' _ m i PRE-ENGINEERED WOOD TRUSSES TOP OF N —7 „ ARCH COR -A -VENT MANUFACTURED STONE SPRING PT: t° 1 ACCENT ARCH SPRING 2 `Tw>1 kX%. ..wkM'.AC:C%i:1T wC......N\•.w�.\`.vrwv Ua^X."�wNW.Y?.:Q'Ct020%Aw......M`awwil\MVAwYM.Wi0.+YaAW.'.�....f`+:A1Vp.�+a .IM.aM}..•..^.vWC.bH»waYJwv^`wM0»MiMAOH»..^.:.b%eYdX+Maw»'.�a.w..EWfFauN#vhfcY+N`N.»t»....'O:N�NNb.Oxr+www,»N1.��1lwWwV..TMa^YiHkab�v. BLOCKS. RE: DETAIL —4 E.I.F.S. FIN. FLR.,-L RECESSED BRICK HEADER COURSE TINTED INSULATING GLASS IN ALUMINUM STOREFRONT PRE -FINISHED GUTTER & DOWNSPOUTS ■ DOUBLE >OLDIER COURSE MANUF. STONE SPRING BLOCK -REFER TO DETAIL 5 4 FIN. FLR. -� 0'-0" IV RECESS BRICK SOLDIER COURSE RECESSED BRICK HEADER COURSE BRICK VENEER PROVIDE PREFINISHED BLACK BREAK METAL SET IN SEALANT AT SILL, JAMBS AND HEAD TO SURROUND DRIVE THRU WINDOW. VERIFY W/ ARCH. ,J I Aad A11 J \� 4 SOUTH ELEVATION 1/811 = 11-011 NOTE: PROVIDE SMOOTH NOTCH AREA IN MANUFACTURED STONE BASE AND BULLNOSE FOR NIGHT DEPOSIT AND DEAL DRAWER TO SIT FLUSH WITH FACE OF BRICK. COR -A -VENT RI GE VENT 7 MPOSITION SHINGLES ON 30# ROOFING 7 FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES $ -3 RECESSED SIGNAL FIXTURE TO BE �-- ---- ---- -- - ----.� CENTERED ON DRIVE-THRU LANE _7 RECESSED ATM SIGNAGE MANUFACTURED STONE - - - COORDINATE ROUGH OPENING ACCENT ARCH SPRING BLOCKS. VERIFY DIMENSIONS WITH SIGN VENDOR, RE: DETAIL WITH BRICK COURSING G 7/A-3 0 to —3 (Y 3IM. Ld FIN. FLOOR 2'-0" X 2'-0" BRICK COLUMN W/ MANF. STONE BASE AROUND STEEL COLUMN - TYPICAL AT DRIVE THRU CANOPY NIGHT DEPOSIT LOCATION- VERIFY W/ VENDOR- COORDINATE W/ BASE DETAIL 112 1/2 " WIDE x 1/2 " DEEP V -GROOVE REVEAL a -7.5 RECESSED BRICK �..!\M`ih�`:N........`\`.M`. .�.:A+�\':v'M\:....FkN%Cha1tl^^^`R'.i......fw.w0.\^\wA~...�.w.�.�»:�»:,...�•�w.»ww�......,�.r:�»�.b.�.xw�>~ :�.-.�w;�w,,,M..~...... HEADER COURSE TYPICAL � S E I F,�C� REVEAL DETAIL I x«�lawamr..,..:etx�^o+waai�y�ve+cas ~... v ».�•i��:..�....:�; w .,~.�,..u.....w.; ,�. TRUSS BRG. 13'-6° Etta ,II__._ 3 EQUAL EQ AL 5 OVERHEAD DELIVERY i -% - SYSTEM _3 sIM. 3 IE . 1 1/8', _ 11-011 BRICK VENEER a' Q' w 3/4 " S M. FLR. 411 SPRING BLOCKr-l\ RECESSED BRICK /� VENEER SOLDIER N -, —V 111 BICK RECESSED URSE �"-- --- --- — — -- �---■� ;t3/4 SOLDIERCOH z- il DRIVE -UP BANKING EQUIPMENT OVERHEAD DELIVERY SYSTEM F BY OTHERS 2'-0" X 2'-0" BRICK �---,I� � a BRICK VENEER COLUMN W/ MANF. STONE PLAN PLAN PLAN PLAN BASE AROUND STEEL —II BRICK VENEER COLUMN - TYPICAL AT STEEL PIPE BOLLARDS - DRIVE THRU CANOPY TINTED INSULATING GLASS IN VERIFY LOCATION AND SIZE ALUMINUM STOREFRONT WINDOW 6 BRICK BAND DETAIL 1/8° = 11-011 I COMPOSITION SHINGLES ON 300 ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES —7 COR -A -VENT 12 7.5 .•,.xuee••..•~.a:manu�.,a.:,ro:,wa»».v»xw> •xwueee,rom»,-euwe.,.,.,...n»,»r•^w»1xo»ovwsv, --------------- `Tw>1 kX%. ..wkM'.AC:C%i:1T wC......N\•.w�.\`.vrwv Ua^X."�wNW.Y?.:Q'Ct020%Aw......M`awwil\MVAwYM.Wi0.+YaAW.'.�....f`+:A1Vp.�+a .IM.aM}..•..^.vWC.bH»waYJwv^`wM0»MiMAOH»..^.:.b%eYdX+Maw»'.�a.w..EWfFauN#vhfcY+N`N.»t»....'O:N�NNb.Oxr+www,»N1.��1lwWwV..TMa^YiHkab�v. _ 4 `.\W.'\'.......V\ •Nti hWa\tlN#Na"IQtlNhY.ww...W.i)P�:f.•tai{K:�`M... '•,�4... .vmiOTWVrN• M.»U.MbNJWTNi»Wvvt E.I.F.S. 5 _7 PAINT GRIP GALV. SIDE WALL FLASHING LET INTO 12 X. BRICK VENEER. PAINT TO MATCH 7,5 ��,•,.�".�_ .•�__ �..�,,....�' � .��.._..�.".�'. BRICK COLOR .... •rarscsxc¢."" .•. acrw�:M•• � ~•.••�•`•.'.•'. ia:e.�•s�aeanx¢x.x¢s^^^• ' TRUSSBRG. .w••....~.,..`�;. • �5�.�.•�:_.:-",. ..�:�^���::�::�:�" ,�.�..�. �... �:::,�:.:.��.��:_..s,::�... .�.,. — 16'-6"n _y a cerowgr xr-s xavw ~ ^aaaras urr •u> x.sus:. DELIVERY 5 OVERHEAD ... 5.:::TRUSS BRG. PRE-FINISHED11 ....... jig y'`3' v GUTTER & DOWNSPOUTS ` SIM. 5 4 FIN. FLR. -� 0'-0" IV RECESS BRICK SOLDIER COURSE RECESSED BRICK HEADER COURSE BRICK VENEER PROVIDE PREFINISHED BLACK BREAK METAL SET IN SEALANT AT SILL, JAMBS AND HEAD TO SURROUND DRIVE THRU WINDOW. VERIFY W/ ARCH. ,J I Aad A11 J \� 4 SOUTH ELEVATION 1/811 = 11-011 NOTE: PROVIDE SMOOTH NOTCH AREA IN MANUFACTURED STONE BASE AND BULLNOSE FOR NIGHT DEPOSIT AND DEAL DRAWER TO SIT FLUSH WITH FACE OF BRICK. COR -A -VENT RI GE VENT 7 MPOSITION SHINGLES ON 30# ROOFING 7 FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES $ -3 RECESSED SIGNAL FIXTURE TO BE �-- ---- ---- -- - ----.� CENTERED ON DRIVE-THRU LANE _7 RECESSED ATM SIGNAGE MANUFACTURED STONE - - - COORDINATE ROUGH OPENING ACCENT ARCH SPRING BLOCKS. VERIFY DIMENSIONS WITH SIGN VENDOR, RE: DETAIL WITH BRICK COURSING G 7/A-3 0 to —3 (Y 3IM. Ld FIN. FLOOR 2'-0" X 2'-0" BRICK COLUMN W/ MANF. STONE BASE AROUND STEEL COLUMN - TYPICAL AT DRIVE THRU CANOPY NIGHT DEPOSIT LOCATION- VERIFY W/ VENDOR- COORDINATE W/ BASE DETAIL 112 1/2 " WIDE x 1/2 " DEEP V -GROOVE REVEAL a -7.5 RECESSED BRICK �..!\M`ih�`:N........`\`.M`. .�.:A+�\':v'M\:....FkN%Cha1tl^^^`R'.i......fw.w0.\^\wA~...�.w.�.�»:�»:,...�•�w.»ww�......,�.r:�»�.b.�.xw�>~ :�.-.�w;�w,,,M..~...... HEADER COURSE TYPICAL � S E I F,�C� REVEAL DETAIL I x«�lawamr..,..:etx�^o+waai�y�ve+cas ~... v ».�•i��:..�....:�; w .,~.�,..u.....w.; ,�. TRUSS BRG. 13'-6° Etta ,II__._ 3 EQUAL EQ AL 5 OVERHEAD DELIVERY i -% - SYSTEM _3 sIM. 3 IE . 1 1/8', _ 11-011 BRICK VENEER a' Q' w 3/4 " S M. FLR. 411 SPRING BLOCKr-l\ RECESSED BRICK /� VENEER SOLDIER N -, —V 111 BICK RECESSED URSE �"-- --- --- — — -- �---■� ;t3/4 SOLDIERCOH z- il DRIVE -UP BANKING EQUIPMENT OVERHEAD DELIVERY SYSTEM F BY OTHERS 2'-0" X 2'-0" BRICK �---,I� � a BRICK VENEER COLUMN W/ MANF. STONE PLAN PLAN PLAN PLAN BASE AROUND STEEL —II BRICK VENEER COLUMN - TYPICAL AT STEEL PIPE BOLLARDS - DRIVE THRU CANOPY TINTED INSULATING GLASS IN VERIFY LOCATION AND SIZE ALUMINUM STOREFRONT WINDOW 6 BRICK BAND DETAIL 1/8° = 11-011 STEEL PIPE BOLLARDS - — VERIFY LOCATION AND SIZE DRIVE -UP BANKING EQUIPMENT BY OTHERS PAINTED MECH. VENT, REFER: DETAIL 6&7/A-6 3 EAST ELEVATION 1/811 1 1-011 ELEV. A ELEV. B EL ELEV. COMPOSITION SHINGLES ON 30# ROOFING OL L+ FELT OVER PLYWOOD DECKING WITH QPRE-ENGINEERED WOOD TRUSSES 4 RE LUMINATED 5 COR -A -VENT 7 NETWORK SIGN. -% BY OTHERS. 12 EXHAUST VENT -RE: MECH. COORDINATE ROUGH OPENING 7.5 PAINT TO MATCH TRIM COLOR WITH SIGN VENDOR 1 »i. unv»> v . ^^^:waeww,ma+>^ ..... »o,.wwvxr•-s n»> •~wnu• .w..,,aw»wa wo»»».v�.. •...v>,,,y,•.,, —PAINT GRIP GALV. OPEN/CLOSED SIGN ..�-.�•..�-�:l..w`~...`:,.,��....�„':".�w,�..��.".� "�SIDE WALL NOTE: m.,...,.>xa�w^.v.... wv.romvw...waw»feun>r•:ax..,.. w..r•I�w.�mwvw.wxv�� w1e.;....c�•eawfrwuma..,....avw,m^»o».v�vo�tytiv>..mvrva....RryorwrHxaw:. 1— Ilww vawh.aw»......^u.. R TRUSS 8 FLASHING LET INTOo0 www« ••awnwwawa ww tea- awxaronvwwx —HOLD MIN BRICK VENEER, PAINT RECESS TO BE 9" DEEP 5 161 -6" TO MATCH BRICK FROM FINISH FACE OF E.I.F.S. `- va»N.W N»MJ1+A+•.vJaroNN.'an1'..vM,vAbU»�w�N�.. 4 PAINTED METAL PANEL, REFER: I, io DETAIL6&7/A-6 u 18 1 4 1 7 / Y - 6 Lill 11 10 ce, '•'%: r , �"Tr`-�k ,. ' _ A oNo y ":..j. � 5 _e CLEPRNi E 9'-6' R� S11 7 PRE -FINISHED -fi GUTTER & DOWNSPOUTS CLEARANCE SIGN RECESSED BRICK -3 FECESSED BRICK SOLDIER COURSE —5 HEADER COURSE BRICK VENEER J BOX FOR MWD FIXTURE - SEE E1 MANUFACTURED STONE BASE MATFRTAI & Cnl nR SCHFT)UI F NOTE: REFER TO ELEVATIONS FOR MANUFACTURED STONE ROOF GAF TIMBERLINE ULTRA, STOREFRONT LINTEL AND SILL FOR CORRECT JOINT LAYOUT. "SLAIL BLLND" BRICK VENEER: HENRY BRICK CO. NOTE: `PRTNCFTnN" MANUFACTURED STONE BULLNOSE DETAIL TO BE NOTCH AT ALL DOWNSPOUT LOCATIONS FOR DOWNSPOUT TO SIT FLUSH L.l+.S./CANOPY F INLS I UNL WITH BUILDING EXTERIOR. FS #104 "DOVER SKY" NOTE: STONE BASE/LINTELSI REFER TO DETAIL 1/A-5 FOR RECESSED HEADER COURSE ARRISCRAFT SMFIJITHFACF LOCATIONS. 11 IYS I I I\1" STOREFRONT: KAWNEER 'BONE WHITE" NOTE: PROVIDE METAL DRIP SHEILD AT THE TOP OF ALL LOUVRES h ASCIAS/(,IJ I I h R /111 IWNSPI Ill I S: AND AT DOOR HEADS. PAINT TO MATCH. PATNT Tn MATCH STnRFFRnNT ■ ATMI I I I 38-MS03C 12 77.5 1 1 ■ INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: 1 ■ CONSULTANT: REVISIONS: NO, DATE REMARKS 4 09-23-03 OWNER'S REV. 7 11-24-03 OWNER'S REV. AMSOUTH BANK BR.FL.O.DN.4 3815 ORLANDO DR. SANFORD, FL COPYRIGHT ©2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE - 3/4" RECESSED PROHIBITED. BRICK HEADER COURSE-TYP. IPROJECT NO: 2002.0721 DATE: 07-23-03 7 RECESSED SIGNAGE ELEVATION 1/411 = 11-011 A3 CHECKED: MODIFIED: 12/02/03 13:32:26 J:\A-J\AMSOUTH\2002.0721\02721A3.DWG 1/8"=1'-0" JULRIV PLOTTED: 12/05/03 12:41:04 J:\A-J\AMSOUiH\2002.0721\02721A3.DWG 1/8"=1'-0" UL[BRA 1 1 A 8 —7 12 7.5 .•,.xuee••..•~.a:manu�.,a.:,ro:,wa»».v»xw> •xwueee,rom»,-euwe.,.,.,...n»,»r•^w»1xo»ovwsv, --------------- `Tw>1 kX%. ..wkM'.AC:C%i:1T wC......N\•.w�.\`.vrwv Ua^X."�wNW.Y?.:Q'Ct020%Aw......M`awwil\MVAwYM.Wi0.+YaAW.'.�....f`+:A1Vp.�+a .IM.aM}..•..^.vWC.bH»waYJwv^`wM0»MiMAOH»..^.:.b%eYdX+Maw»'.�a.w..EWfFauN#vhfcY+N`N.»t»....'O:N�NNb.Oxr+www,»N1.��1lwWwV..TMa^YiHkab�v. `.\W.'\'.......V\ •Nti hWa\tlN#Na"IQtlNhY.ww...W.i)P�:f.•tai{K:�`M... '•,�4... .vmiOTWVrN• M.»U.MbNJWTNi»Wvvt lwhMWYn.�`kfM`%i... U W X. OVERHEAD DELIVERY OVERHEAD _^' SYSTEM a, IAT DELIVERYUPI SYSTEM SIM. STEEL PIPE BOLLARDS - — VERIFY LOCATION AND SIZE DRIVE -UP BANKING EQUIPMENT BY OTHERS PAINTED MECH. VENT, REFER: DETAIL 6&7/A-6 3 EAST ELEVATION 1/811 1 1-011 ELEV. A ELEV. B EL ELEV. COMPOSITION SHINGLES ON 30# ROOFING OL L+ FELT OVER PLYWOOD DECKING WITH QPRE-ENGINEERED WOOD TRUSSES 4 RE LUMINATED 5 COR -A -VENT 7 NETWORK SIGN. -% BY OTHERS. 12 EXHAUST VENT -RE: MECH. COORDINATE ROUGH OPENING 7.5 PAINT TO MATCH TRIM COLOR WITH SIGN VENDOR 1 »i. unv»> v . ^^^:waeww,ma+>^ ..... »o,.wwvxr•-s n»> •~wnu• .w..,,aw»wa wo»»».v�.. •...v>,,,y,•.,, —PAINT GRIP GALV. OPEN/CLOSED SIGN ..�-.�•..�-�:l..w`~...`:,.,��....�„':".�w,�..��.".� "�SIDE WALL NOTE: m.,...,.>xa�w^.v.... wv.romvw...waw»feun>r•:ax..,.. w..r•I�w.�mwvw.wxv�� w1e.;....c�•eawfrwuma..,....avw,m^»o».v�vo�tytiv>..mvrva....RryorwrHxaw:. 1— Ilww vawh.aw»......^u.. R TRUSS 8 FLASHING LET INTOo0 www« ••awnwwawa ww tea- awxaronvwwx —HOLD MIN BRICK VENEER, PAINT RECESS TO BE 9" DEEP 5 161 -6" TO MATCH BRICK FROM FINISH FACE OF E.I.F.S. `- va»N.W N»MJ1+A+•.vJaroNN.'an1'..vM,vAbU»�w�N�.. 4 PAINTED METAL PANEL, REFER: I, io DETAIL6&7/A-6 u 18 1 4 1 7 / Y - 6 Lill 11 10 ce, '•'%: r , �"Tr`-�k ,. ' _ A oNo y ":..j. � 5 _e CLEPRNi E 9'-6' R� S11 7 PRE -FINISHED -fi GUTTER & DOWNSPOUTS CLEARANCE SIGN RECESSED BRICK -3 FECESSED BRICK SOLDIER COURSE —5 HEADER COURSE BRICK VENEER J BOX FOR MWD FIXTURE - SEE E1 MANUFACTURED STONE BASE MATFRTAI & Cnl nR SCHFT)UI F NOTE: REFER TO ELEVATIONS FOR MANUFACTURED STONE ROOF GAF TIMBERLINE ULTRA, STOREFRONT LINTEL AND SILL FOR CORRECT JOINT LAYOUT. "SLAIL BLLND" BRICK VENEER: HENRY BRICK CO. NOTE: `PRTNCFTnN" MANUFACTURED STONE BULLNOSE DETAIL TO BE NOTCH AT ALL DOWNSPOUT LOCATIONS FOR DOWNSPOUT TO SIT FLUSH L.l+.S./CANOPY F INLS I UNL WITH BUILDING EXTERIOR. FS #104 "DOVER SKY" NOTE: STONE BASE/LINTELSI REFER TO DETAIL 1/A-5 FOR RECESSED HEADER COURSE ARRISCRAFT SMFIJITHFACF LOCATIONS. 11 IYS I I I\1" STOREFRONT: KAWNEER 'BONE WHITE" NOTE: PROVIDE METAL DRIP SHEILD AT THE TOP OF ALL LOUVRES h ASCIAS/(,IJ I I h R /111 IWNSPI Ill I S: AND AT DOOR HEADS. PAINT TO MATCH. PATNT Tn MATCH STnRFFRnNT ■ ATMI I I I 38-MS03C 12 77.5 1 1 ■ INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: 1 ■ CONSULTANT: REVISIONS: NO, DATE REMARKS 4 09-23-03 OWNER'S REV. 7 11-24-03 OWNER'S REV. AMSOUTH BANK BR.FL.O.DN.4 3815 ORLANDO DR. SANFORD, FL COPYRIGHT ©2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE - 3/4" RECESSED PROHIBITED. BRICK HEADER COURSE-TYP. IPROJECT NO: 2002.0721 DATE: 07-23-03 7 RECESSED SIGNAGE ELEVATION 1/411 = 11-011 A3 CHECKED: MODIFIED: 12/02/03 13:32:26 J:\A-J\AMSOUTH\2002.0721\02721A3.DWG 1/8"=1'-0" JULRIV PLOTTED: 12/05/03 12:41:04 J:\A-J\AMSOUiH\2002.0721\02721A3.DWG 1/8"=1'-0" UL[BRA 1 1 LE IN I .,-..PLANS TRAF-FIC CONTROL SIGNAGE ARCHITECTURE 11 HANDICAP PARKINK� AND STRIPING CID ENGINEERING INTERIOR EkSIGN 1141DICAP SIGN (2 PLACES) PROJECT MANAGEMEW C, PAVEMENT MARKRIGS AA 003420 CA 6660 17340) (4 INDEX CROSSWALK STRIPING (FDOT D 4- WHITE (Ppa-r) 933 LEE ROAD, FIR73 FLOOR CONVENIENCE STORE ORLANDO, FLORIDA, 32810 PH 407.646.5008 24- WHITE STOP Wal (PAINT) FX 407.629,9124 'Tolp" SIGN SEAL: C7J 30" A` 'DO NOT ENTER" SIGN (P%5-1) b, AV I)Ot YLLN 10) FIRE LANE PER CITY REQUIREM- ALI, TW-,FF1C COWIROL SIGNAGE SHk FORM TO "MANUe"i ON UNIFORM 01 BY THE U.S. DEPAMMENT OF TRANSPORTATION, AY j , 3 - (> RAFFIC' G014TROL DE�IICES" y: 4 T It 'ION. ROBERT ZIEGENFUSS, P.E. 'ISTMI FEDERAL. HIGHWAY ADMIN t FL. REG. #56752 21 - CONSULTANT,. fill ri j offE NOTB;di -7- If p /k 7. 7- i , f H"IDICAP RNAV rit - .'!•;'`%; f,'i.'(,'1.'rr'.l/ /r r:rl, 'jfir r, �`/\q. '`�ify,\l'""/.0t t` + i .. +,� ^ !\»1,!', r' !' IrI1./ r? i! ! +• .' ' (� C.�' r / !, .( ; '' '�!`/ `.!-t!r! t , 1,! .J %i :,,'•, =/J/r'`/ j! rrr, S�;.i*{,� /.,E,�t/ _' i F\.ifiir. ''rC£s••~;� t''!i1', �- ,''rr`.t•GI. a"r� i!. r�`/',D1/t! j/"'. . -e - i.tN'��'1'i'.`r°r>.!xJ 1<•;.'"h1r5i; 1 eP-Q' /r�_�att„.-Jti,+, ' r• ' i`''Ff''j'�'?` f1 �°!'��_"w' s! f. ,,• :•..r+. !r /�i1;f lj.f i`r"'",�� .\�-v' •.�,,8•..•,�.w....f < _n`"Z'" 4 ' �j(;'_'�..0,o,{ff'7,i 1 _ .�]/;� �4,,w.'!..w� -.•. k 411 D:j C4. F�— SIDEWALK I' -ZAMP CG -2 DRUG STORE WHEEL STOP (29 PLACES 2 -1 16 1 ILI- (Q) CURU 7 N 1-4 'AL K MONOLITHIC CVRB AND SIDEW REVMONS: 11 -47 ----- - NO, DATE REMARKS M 1 'j� R CONCREE7 iF , 4! 17 WAI K 1 07-09-03 CITY COMMENTS -03 CR COMMENTS 2 08-08 j'' LK EXP44SION JOINTS AND SCORE MARKS CONCRE E WA eR4 Y -47, � // - �K 1, ff Al -Ole t A 5 p, !"VARIANCE/ RE WZY 7 ASPHALT PAVEMENI ADMINISTRATIVE QUEST: REDUCE IT R5 ,_BUFFER FROM! 25' REOURLD TO 20'/1N THISAkEA v� —), PC4 ,41 It -T LI) F h G) Xll DUE TO SIDEWALK INSTALLATION, tNCREAS-- A7, tANDSCAPIN PROPQS�D (SEE SHft- ------- 80 A LLARD T 'S) Va4aif EE ARCHITE-ClUIVC PU-%N S I' + �•f � �..M„� ,��•---=-3•.,__ /Zs'"`"=` .,� j-a�><„� @ f 18 ,-.. u. ` 4 _ _ ' 1 s� f I CONCRETE Ph 17 All :-7-4 ti *74' ACCES,-3�,: TO OFF-SE"E DUMPSTIER FOR NEIQH(3')RING PROPFRT� LIMITS OF ASRIALT PAVEMENT APPLICXIT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH AM 00 Ou" I h -ft-fl,IFCTI0N/SHREDDING OF BACCED TRASH STORED IN WORKROOM 111. 1 '111w BR.FLC.DNA (2 AMSOUIH DANK WILL .LIE RESPONSIBLE FOR THE UPKEEP OF THE 3815 ORLANDO DR. CONCRETE PRVEMENT IN THE 24” TOSS ACCF-55 EASEMENT1 S . 89`54'4 d " W .... ...... 389.63 D&M ........ All :-7-4 ti *74' ACCES,-3�,: TO OFF-SE"E DUMPSTIER FOR NEIQH(3')RING PROPFRT� LIMITS OF ASRIALT PAVEMENT 'P�7 2 F7, MAX AREA it 4 67.5:x~). El DRAINAGE STRUCTURC (SCE SHEET C3) 19 NOT USED ELIGHT POLES (TYP.) l — 2 CONCRETE PAVEMENT BLUE REFLECTIVE MARKER ON PAVEMENT PER SANFORD FIRE DEPARTMENT NOTE: APPLICXIT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH AM 00 Ou" I h -ft-fl,IFCTI0N/SHREDDING OF BACCED TRASH STORED IN WORKROOM 111. 1 '111w BR.FLC.DNA AMSOUIH DANK WILL .LIE RESPONSIBLE FOR THE UPKEEP OF THE 3815 ORLANDO DR. CONCRETE PRVEMENT IN THE 24” TOSS ACCF-55 EASEMENT1 2 SANK)RD, FL C�: fo w- I RETE INTERPLAN LLC RESERVES ION POND COPYRIGHT & OTHER Rrzk 714 RESTRICMG THESE DOCUMEWS TO THE ORIGINAL SITE OR PURPOSE FOR VVHICH THEY WERE ,AILL OFFSITE IMPROVEMENTS SHOWN ARE BASED OWN' DEVELOPER FILANS. CONTRACTOR PREPARED. REPRODUCm.10NIQ SHALL FIELD VERUY CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ANSCREPANCIES. I r-ni J -i PROHIBITED. 'P�7 2 F7, MAX AREA it 4 67.5:x~). El DRAINAGE STRUCTURC (SCE SHEET C3) 19 NOT USED ELIGHT POLES (TYP.) l — 2 CONCRETE PAVEMENT BLUE REFLECTIVE MARKER ON PAVEMENT PER SANFORD FIRE DEPARTMENT NOTE: APPLICXIT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH AM 00 Ou" I h -ft-fl,IFCTI0N/SHREDDING OF BACCED TRASH STORED IN WORKROOM 111. BR.FLC.DNA AMSOUIH DANK WILL .LIE RESPONSIBLE FOR THE UPKEEP OF THE 3815 ORLANDO DR. CONCRETE PRVEMENT IN THE 24” TOSS ACCF-55 EASEMENT1 2 SANK)RD, FL fo w- I COPYRIGHT Q 2003 INTERPLAN LLC RESERVES ION POND COPYRIGHT & OTHER Rrzk 714 RESTRICMG THESE DOCUMEWS TO THE ORIGINAL SITE OR PURPOSE FOR VVHICH THEY WERE ,AILL OFFSITE IMPROVEMENTS SHOWN ARE BASED OWN' DEVELOPER FILANS. CONTRACTOR PREPARED. REPRODUCm.10NIQ SHALL FIELD VERUY CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ANSCREPANCIES. CHANGES OR ASSIGNMENTS ARE. PROHIBITED. ,P Uft S I D i NS—I , clff OF SANFORI) `20 Ji 2 P 7, GG -2 FIC 660 ?v RENTAL FACIL11Y M IT 4o REFER T 0 SHEET CO FOR GENERAL NOTES, rrT C-ATTONS, AND LEGENDS, IN ADDITION SPECIF I A qu SITE DI SIGN PLAN 111 20' NO 10 SITE --SPECIFIC NOTIC17S AND REQUIREMENTS. DEC 0 8 2003 PROJECT NO: 2002.0721 DATE* 5-07-03 CHECKED: I I ■ ■ a ■ I ■ VICINITY MAP 700m —0 2100" 80rada fid 1> S44VeT MaPke Ter Lr' 01 1_01rt Hidden Lake 49 4I*, r C: A t Las ary8kdW''' Windsor Ct C} Woodson AVO QSunland Esq tes 49 cFdi r l a n e Estates CC; rotas Bluff Ln c} E;. MOnrod Harbor P1 5u I�and'PA'•k 1 .�`'� FTac ky Flidg9 PI ?'}Q U? 427 TlKany Ln Waldon Blvd Flea world $ S Main Rd rr o 'e'* *nn � 2003 Ma DQ uest_oo m Inc.: C2100:3 Na,r" - I LOCATION MAP �,T►�t100m 0300" sk SITS' acV: 0 41 `3 C3 ti m q m Woodson Avs v LEGAL DESCRIPTION Proposed Lot 2, Walgreens at Lake Mary, being more particularly described as follows: Commence at the intersection of the Existing South right-of-way line of Lake Mary Boulevard as shown on Seminole County Right -of -Way Map and the West line of SUNLAND ESTATES as recorded in Plat Book 1 1 , Pages 16 through 22 of the Public Records of Seminole County, Florida; thence run S00'03'45" E, along sold West line of SUNLAND ESTATES and it's Southerly extension, a distance of 226.04 feet; thence S89'54'47"W a distance of 280.00 feet; thence S00'03'45"E a distance -of 192.40 feet to a point on the south line of the north 523.5 feet of the northwest 1/4 of the northeast 1/4 of section 14-20-30; thence S89'54'47"W a distance of 196.04 feet, for a POINT OF BEGINNING; thence continue S89'54'47"W a distance of 389.63 feet to a point on the southeasterly right of way line of US 17-92 as shown on Florida Department of Transportation right of way map section number 7753-250; run thence N25'00'30"E along sold southeasterly right of woy line of sold US 17-92 a distance of 236.18 feet; thence departing said southeasterly right of way line run S64'59'30"E a distance of 145.77 feet; run thence S78'43'09"E a distance of 184.33 feet; run thence Sll'16'52"W a distance of 118.04 feet to the point of beginning. Contains 57,716 square feet or 1.3250 acres more or less. OWNER & CO OWNER AMSOUTH BANK 250 RIVERCHASE PRKY EAST BIRMINGHAM, ALABAMA 35266 ARCHITECT INTERPLAN LLC 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 CML ENGINEER INTERPLAN LLC 933 LEE RD., IST FLOOR ORLANDO, FL 32810 ELECTRICAL ENGINEER INTERPLAN LLC 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 NSULTANTS MECHANICAL ENGINEER INTERPLAN LLC 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 PLUMBING ENGINEER INTERPLAN LLC 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 STRUCTURAL ENGINEER INTERPLAN LLC 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 SURVEYOR ACCURIGHT SURVEYS OF ORLANDO, INC. 2012 E. ROBINSON ST, ORLANDO, FL 32803 AMSOUTH BANK BR,FL,C,DN.4 3815 ORLANDO DR.ZA, NFORD, REVISION ISSUE LOG REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 1 7-09-03 CITY COMMENTS CS, CO -C4, L1, L2, L3, E2, Al. A3, SITE REDESIGN AND RESPONSE TO COMMENTS SCS �C1.1 07-23-03 ISSUED FOR PERMIT ALL SHEETS C3 BRA M0 MECHANICAL DATA SHEET C4 SITE DETAILS M1 HVAC FLOOR PLAN / SCHEDULE / LEGEND L1 LANDSCAPE PLAN IRRIGATION PLAN TREE REMOVAL PLAN M2 HVAC DETAILS AND CONTROLS L2 - L3 PLUMBING DRAWINGS PO PLUMBING DATA SHEET & DETAILS E2 ELECTRICAL SITE PLAN P1 FLOOR PLAN UNDERGROUND SURVEY P2 FLOOR PLAN ABOVE GROUND ARCHITECTURAL DRAWINGS - - AO ARCHITECTURAL DATA SHEET FLOOR PLAN _ ELECTRICAL DRAWINGS Al EO ELECTRICAL DATA SHEET A2 REFLECTED CEILING, ROOF PLAN AND DETAILS E1 ELECTRICAL LEGEND, NOTES, AND SCHEDULE A3 EXTERIOR ELEVATIONS AND DETAILS E2 ELECTRICAL SITE PLAN A4 BUILDING SECTION AND DETAILS E3 FLOOR PLAN - LIGHTING A5 WALL SECTION AND DETAILS E4 FLOOR PLAN - POWER A6 DETAILS SHEET 1 E5 FLOOR PLAN - AUXILIARY A7 DETAILS SHEET 2 E6 CRITICAL DIMENSION PLAN - A8 INTERIOR ELEVATIONS AND DETAILS SHEET 1 - A9 INTERIOR ELEVATIONS AND DETAILS SHEET 2 - - A10 INTERIOR ELEVATIONS AND SECTIONS SHEET 1 SECURITY EQUIPMENT (FOR INFORMATION ONLY) All INTERIOR ELEVATIONS AND SECTIONS SHEET 2 1 OF 8 ELECTRONIC SECURITY ALARM LAYOUT - Al2 ELECTRICAL AND SECURITY PLANS 2 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS A13 FINISH PLANS 3 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS - A14 DOOR SCHEDULE AND DETAILS 4 OF 8 CLASS 1 MODULAR VAULT DETAILS A15 VAULT PLAN AND DETAILS 5 OF 8 VAT "21" DRIVE -UP SYSTEM DETAILS - 6 OF 8 AFTER HOURS DESPOSITORY DETAILS STRUCTURAL DRAWINGS 7 OF 8 UNDERCOUNTER EQUIPMENT DETAILS I N PERMIT # OFFICE COPY PIANS REVIEWED CITY OF SANFORD RECEIVEDV AUG o 8� REVIEW r Sanford ire �OZ. ntion DIT. Date: ■ SHEET INDEX PARCEL IDENTIFICATION NUMBER: 14-20-30-507-0000-0020 0 (zHT. N0. DESCRIPTION SHT. NO. DESCRIPTION CS COVER SHEET - - CIVIL DRAWINGS Co Cl CIVIL DATA SHEET SITE DIMENSION PLAN DEMOLITION PLAN - - - �C1.1 C2 UTILITY PLAN MECHANICAL DRAWINGS C3 GRADING AND DRAINAGE PLAN M0 MECHANICAL DATA SHEET C4 SITE DETAILS M1 HVAC FLOOR PLAN / SCHEDULE / LEGEND L1 LANDSCAPE PLAN IRRIGATION PLAN TREE REMOVAL PLAN M2 HVAC DETAILS AND CONTROLS L2 - L3 PLUMBING DRAWINGS PO PLUMBING DATA SHEET & DETAILS E2 ELECTRICAL SITE PLAN P1 FLOOR PLAN UNDERGROUND SURVEY P2 FLOOR PLAN ABOVE GROUND ARCHITECTURAL DRAWINGS - - AO ARCHITECTURAL DATA SHEET FLOOR PLAN _ ELECTRICAL DRAWINGS Al EO ELECTRICAL DATA SHEET A2 REFLECTED CEILING, ROOF PLAN AND DETAILS E1 ELECTRICAL LEGEND, NOTES, AND SCHEDULE A3 EXTERIOR ELEVATIONS AND DETAILS E2 ELECTRICAL SITE PLAN A4 BUILDING SECTION AND DETAILS E3 FLOOR PLAN - LIGHTING A5 WALL SECTION AND DETAILS E4 FLOOR PLAN - POWER A6 DETAILS SHEET 1 E5 FLOOR PLAN - AUXILIARY A7 DETAILS SHEET 2 E6 CRITICAL DIMENSION PLAN - A8 INTERIOR ELEVATIONS AND DETAILS SHEET 1 - A9 INTERIOR ELEVATIONS AND DETAILS SHEET 2 - - A10 INTERIOR ELEVATIONS AND SECTIONS SHEET 1 SECURITY EQUIPMENT (FOR INFORMATION ONLY) All INTERIOR ELEVATIONS AND SECTIONS SHEET 2 1 OF 8 ELECTRONIC SECURITY ALARM LAYOUT - Al2 ELECTRICAL AND SECURITY PLANS 2 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS A13 FINISH PLANS 3 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS - A14 DOOR SCHEDULE AND DETAILS 4 OF 8 CLASS 1 MODULAR VAULT DETAILS A15 VAULT PLAN AND DETAILS 5 OF 8 VAT "21" DRIVE -UP SYSTEM DETAILS - 6 OF 8 AFTER HOURS DESPOSITORY DETAILS STRUCTURAL DRAWINGS 7 OF 8 UNDERCOUNTER EQUIPMENT DETAILS S1 STRUCTURAL DATA SHEET 8 OF 8 DRIVE -UP ISLAND ATM T7ETQ[LS S2 FOUNDATION AND FLOOR PLAN S3 FOUNDATION SECTION AND DETAILS S4 ROOF FRAMING PLAN S5 TYPICAL SECTIONS S6 TYPICAL SECTIONS S7 TRUSS PROFILES ■ CONSULTANT: ■ INTERPLAN PLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: REVISIONS: NO DATE REMARKS 07 -09-03 CITY COMMENTS ■ AMSOUTH BAN K BRYL.C.DNA 3815 ORLANDO DR. SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO: 2002.0721 DATE: 05-07-03 CS CHECKED0 ■ MODIFIE')-17/22/93 13:11:43 J-\/-J\AMSOUTH\20820721\02721CSDWG t'-0'=1'-0' ULIBRA PLOTTED: 07/22/03 13:16:16 J:\A-J\AMSOUTH\2082.8721\82721CS.DWG t'-0'=1'-0' UL19RA ■ --- - _�! � , " , . � -- , --- ____l - -- -_ I I � . I .1 I I . I I I I I I I I : 1. ­ . � . . ­ ., -l"_ ____..x- -_ I I TT7� � -;t 7-,�� � -7 � � :, ­ .: ., , � , , , . � I 11 � I . . - . - , . I , , �, . ., �. -7�_� , ": , . 1''.­�� . . . I I . , . . " I - __ - _� , . 11 -, - I I - I ;.. i .. I ,� � * ,; ��'. , " , I ,,, � I . I . . , I - , 11 - -- - � �� . , . . .1 , ;'� 'i, �. " ,­,. " � �, " 1, , ,, - , , , � ,: . . . I . ­ , , r , ", , ,A - . ..'' ,04, � I ", �, " . �� i,., I . I � , , , , .. 11 I 1. , I 6wtl I , , , , I ! ;.I" .):":: ­ I . ,h, - , I .. " ,; " t. _ ". - �, ".. ... , .. �. . .�,,,?,:;,� . " ,_ e '11. -� , - , . I I � . - . . �%; I I I '. , , ! : -., � t" , , , �_ -1 I:. - I �(_�,_ - ,;, ;. , . � , I I � . . . � I I : * � , 1. i I `�11, � I � I � "I , � , " �., 1 ,�! 1, . I I . I � , I , I . , V.- I . ,� , � ­ I . i � I .. I , _ , - I I I I ,!� . I I , �, .1 . I I . . I ; . . � ! �, , , � " - ­ , F�' � �, ;., � , _," -, 7, , - , I , �,- - � . " , �� , , I � . . � , I �,- I . I . I" I I , " I It _,�� � I . � I . . I I , p '"' : t o t; � i, � - , ,,� n ,, . I .� . . I � . ��, ." I : 1� I . �. I . ­ . - I .. I . , I I I I --- , 1. � �,� ­ - _­­�Z�1,, '17- , .i , '' , q .. .. ... �') "',"., . i, I . ., t, _. .. I . I I I �% % , �� _'.i, ! �� * ", ,,, , '.- ,I, , ., - , � * . . I 1. , ­,� I - � I -."., I '­­lt . ,7 , '. �, . . � I , �-_- , �_. ,% I , .i , 4 ". , .1 11 . . ­ . - ., ,:. , I I , p I .�. I . , ­ � 1, i. �­ � 1 '' . I . . ... '� I 1. ­ � �­ � I . - I - .�. ", . ,� , , , , '! ': _ , , �. I ;,ti , :'. � ,,,, -1 I :. , : . , I '. . I .,� . I . , " , � � . , I - � - I t � �, . I I I . .. , ,. , '' t,,,_�; I . I � I I , , , . I . . I I I : a-- � I., I., "I r � � I . I ..� , . - � � I , I . I I .1 . - . � , I I . I I � I , . �. , . � .. �'. _ I.%. � , . , - . . 1. I ,. I I � . . I � . ­ �, �, , , I I -x ., t � ,��,. � %` �, i , . . �,� ,, �,� I . :.' , li�,' �l . ,,.'. . 1, . I ­ , � . : .1 ,: I I I . . � , , . I � � " 1,. , , , � - . " � , I I I I . ` ,:I *:`,-,,l , I . . I , :�,, , : . 7,01 I . - � �, I . I I I . , � i , 1� I I I . ": , 1. I ; , i'', , ,, ", � 1 � , , I I i . . , . . I , ) , - , I 1, - '. ., I �, , I . :, I I � .1 I. ­ � . I , , ,�� - - .. -�,�� , . . I I , t , � , . . . I , , , , ,,� , , " ,,- ." ..�, . I � I ,. I ". . � 1, . �:, , - , ,��., .:,: . I � . I I � I . , , t; " ��, It I , ,.� , . . -,, � I � I 1,; �1� . , � "I I .. i, I � � ,� I 11 � I � , I t .11 I I .�.. . i I I . . I "I I � 11 I . , , I "t - � I I'', I , , I : 4 I ! , I I ,; '� ',� " I ,�:� � , . , , - I 1, " , , "i * � I I � I ,� ,, � . � . . � .', I I . , I � I I � I �; � , , . I I I I I . I I ".l... .11 i:1 , '' t ., . - I � " I I I I � I .1 I � , 11, I � I , 1;1 I - : " .. ! . - 1 � , " ", I . I . . I .��.� ,i , "ii, ; "i� I I � I . , ;-11�. I , , ,-, e, , ,:, , I . I � I I � , , . * � , .� . � . I : . � ":"t I � I . I I- 1� . , "I " 1 4,., t I j.- , 'i p 1, -� t. , ,,, ­ z ; � q , I I �,,, , � I I i.. �. . . .. 1. .. I I I � � . I . I i ; ��_\ '�, I . t � , .1 t � . :, : : ��, :, . . � I I . . �', I I � , I . . I � . I ­ I I I I I . , , . I I I ­ 7: . . . .1 . . . ! , . ", " ,; I � I . I . . I i . , , , 11.1 . " , � � . - I I . ­ t I - . 1 , , . I i, , . - . . . 11 0 ....;� �l �l � I : : t I .. .; ., F " I -1. . - , . . . : . , , , ­ . . . . � . . � � I _ Pi, , i � 4 . . I I I I 11 I 0 - - I - I . � I , i � , 0 . � I � . I I'll I . - -0 . . . I a ��, ", � a I I ., 1. ,: % . I � I I I - I I . . I I . . _. I - I - �- 1 � . I I i I �, .1 11:11"t, ;, , I . 1. I I � I � � . . I I . . I I � I I . I I . . li: I . . . . I � I - I � � I ,, I I I " - - , " . � I � � I , . I I . I , . . I � I I ,. . . � I -, � . . � :: , � I , � �.. � � I �l . . . I � � , . � . 1 , at -1 ,� ii, I ! '' I ­ I , . . , � ", 11 . . , L , i , . 1. � , . � I .1 I .1,� 11 " . : ,,,, - ­ I . . I , I . I � I I � , I I � .. " I I . I , i I I � 11 � . i, , " " '' * , . ,, � 11 vk, I . , : . .% . I I � I 11 I I �. t , . � � , W;�� - , , 1 " , � I . � .1 , . '' , P , � I I I I � - '' I , , . 1�1* , �­� I i � I : I " I . � I , I I I 1, . j . I , � ,� ,6:, li� "I', ", � - i" , . . � I � , � , , ��, .. ` , , ,, . � I ­ ., I I I I . . �. '! � :, i , , :.��, -,, , , , q �, � , ., �- - ,� , , � , �., , :, � ,; ,,, , , �* ., " . , , , " , � , "" � _ ,'� ., � , . , . , . I ., 1, -1 1 .1 - ., �, I . 11, I ,;, I I , , . t , . I I 1. � I � I � I " ; � 1. �,� N;:� � 7 i I . . I . , e . I "I 11 � , � . I . I , . I . , .1 I , , . .. :, " . 1 .., � , �, I :!� , �: , , � %'. I , - . . . . � . r 0 , - , '15 III", i'l� �Cl , I '.. I' 11 . . 1 � � � . I � I t I . 1. . ", A . I :: '' Il 'jl� . I � �. �.. I I � I . * I j , ��',�',��'!'�.'?,'�, 11.1 . . -1 . . . . I I I .1 I . MPLAN ,I I I.. . %! � It . . --1. I . .1. 11. . I � ,0��.�� ;, ­ I - .1 1. I .1 . � I I 1. " I I I . � I .1 I � 1. ''Ill . , J�il�: � I . I . ­� . 11 � I t: I T 11 I ,,-,t-\ I I , , I ". . _.�- ,�. ".,� ' ' ._.UTILI�,�"' I I - . . ll�.-i;­.) � . f" I .lt� I I � `IRRIGATION NOTES ' "' '" �' - I - ' I . INT , .:,�! .1 11 .1 �,o,,�DEIVIOLITION.:NOTES - , ;-, � t- "I-, _ � I �', . , .. , LANDS�, PE, �NOTES ,�, TY NOTES' � GENERAL NOTES SITE DATA . t , ­ 1. 11, I . . . , , I 11 I , ­ ? . I . . I �_ I , I I I � I i I ,� I I., , ,; . I I ,��� ,, ­ t'. I . . I ,� I ­ . i I 1. . . 1. � 11, 1. I., . ,� I . - . ­� ll� I I � i�., .., ., '� ­,, . .. . . I . 11.1. " .,.�.�,�.,­ W,11�1. . lq.�' , '' , '' "' 1:�" 11 ­ _,,­ ... �': :", �� , �. � I ­ I .1 I I.., I I I . � �!., !�.� . . I -, . I I ., I'�::� �,�� � i- 1. I I . :. , 4, I I I I. I ­­_ . I - .1'. � -I : � . . ' � I I I -1 I � . � 1, ". " ­� �,�, ., , 11 I . I I . , ' - CONTRACTOR WILL - � 1 . CONTRACTOR SHALL' INSTALL A COMPLETE IRRIGATION SYSTEM'WHICH � � � . . . ' ` N, .� ''. . I PRIOR. TO . COMMENCEMENT OF� DEMOLITION THE. . . .1. ... 1. - ALL PLANT MATERIALt SHALL' BE FLORIDA -GRAQE�'N�,i�l 'OR-BETTERAS� * ,A..' : GENERA . . 1. SITE LOCATION: SE CORNER OF US 17/92 AND LAKE MARY BLVD, SANFORD, 57,716 SF 1.32 AC . ,ARCHITECTUREd' �. "..,", * I �,:. I I . . 1. I � I I . . I . I . . I I SITE EA ­ , I I , I I I I I . . I . . . . .1 .� I � ,,, COORDINATE HISACTIVITIES WITH ALL-* THE, UTILITY -COMPANIES SERVING,THIS PROVIDES 100% COVERAGE OF ALL PLANTED AND GRASSED AREAS, HEAD . I � . 1 I - .. I FLORIDA. � � , .lt�,��. p:�. �, ,, I ' � . . I � , OUTLINED IN "THE: FLORIDA tkADES �AND STANDARDS FOR NURSERY PLANTS" AND � , � . � . �' " ' I I , I � I . I -To � : � . PAN SPACING IS TO BE " EP . .. I . . . .- , � I � I I ­ - ' '' I � - ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS . PAVEMENT/SIDEWALKS 28,91 1 SF ENGINEERIN.G �".,,."�,7,. . . I , ! ��­ I . . . . PROVIDE ALL PIPING,. VALVES, VALVE,BOXES, SPRINKLER HEADS AND WIRING AS S PART.11 . ' 'TREES." I I . �O� I , � AREA, CONTkAc R IS TO COORDINATE FULLY WITH UTILITY COM IES,ON � UAL TO THE� RADIUS OF THE GIVEN SPRINKLER HEADS. I PALMS AND IMPERVIOUS . 50" 7' � 56.1 7, ' ­ ,.',! , I I I �, . I I EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR, TO EXCAVATION. I I I � ., � AND SPECIFICATIONS OF THE CITY'. OF SANFORD, AND WILL BE SUBJECT TO 2. THIS SITE LIES IN FLOOD ZONE X , FA.R.M. PANEL 120 294 0045E, DATED � BUILDING 3,820 SF INTE 1� il. . i � l I . I I I I .1 . - I . I . . .1 ci_ . .. 1. I . %, . I ,� I . I � . . i � , '. I � 6.6 % RIOR DESIGN., . . I I , ,�:,. ."', ", I .. � I I I I I . � �: THEIR INS � . I . . 04-17-95. .. � � �,,l ;� . 7 1 REQUIRED FOR A COMPLETE'AND OPERATIONAL IRRIGATION SYSTEM. ' `k:�VAILABILI OF ALL , - . � . ��,.I� ��!, I i � I 1. , " . REE 24,985 SF 43.3 % , � � ��_ � . �t, - , t�',, . . .1 2. CONTRACTOR, � IN PREPARING BIDS, SHALL VERIFY Fy PECTIOWANo ACCEPTANCE. I PROJECT MANAGEMENT I - , ,., I I I . , . . . I � I I ..i., � '_,,�:�,,, - I �� . I I I . -CERTAIN PLANT MATERIAL IS NOT . .. I � . I � �',':��, � 1_1,1�'l� I . ' I , 1-1: . .1 2. THE CONfRACTOR'IS TO COMPLETELY, REMOVE"AND DISPOSE OF ALL . I I PLANT MATERIAL SHOWN ON THESE PLANS. IF -1 ii , 1�.l I I � STRUCTURES AND BUILDINGS THAT, is so 1NDICATED INCLUDING FOUNDATIONS, 2. SPRINKLER LINES AND HEAD LOCATIONS SHOWN ARE ESSENTIALLY � I 2. � CONTRACTOR 'SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION I . . �'l .� �4 'i, I I � . I I I AVAILABLE AT THAT TIME,'THE CONTRACTOR SHALL CONTACT ,THE LANDSCAPE 3. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY ACCURIGHr SURVEYS OF ZONIN CG -2 (COMMERCIAL GENERAL - 2) � � t %:�%�,� ,"�,`.` ":",�'! '' t TUMPS AND ROOTS; . DIAGRAMMATIC. I I � � .. . 'APPARENT DEFECTS, MARK DEFECTIVE MATERIALS WITH WHITE PAINT . J­,�,�: I L. �!, I . '. .TIMBER AND BRUSH, EXPERTAS OTHERWISEANDICATED;, S I . . . . . I I � TO DETECT 75, 2012 E. ROBINSON sr., ORLANDO, FL 32803. PHONE: I AA oo3420 . 1, � I I I - , . I I 'EXISTING PAVEMENT;, OTHER STRUCTURES AS, SHOWN OR REASONABLY IMPLIED IN . I I �� , . . I .ARCHITECT; RICK AB,r 'OF INTERPLAN LLC AT (800) 373' 5552 OR (407) . I . :� I !, ,'� � � - ., . �. . � I � I AND PROMPTLY REMOVE FROM SITE, , � 407-894-6314. CA 6660,', �', .,:,:: � N [�. . . ' 11 . 1, I I � , I ' 645-5008,' To DISCUSS'� EQUIVALENT SUBSTITUTIONS, . . . . MAX. ALLOWED PROPOSED I . . , ! . ,:' , .1 Ili . .I � . . I BUILDING HEIGHT , .'�' , "'. vi I . . " I ,., I � 'THE DRAWINQS.'' � � 1 3. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A i . I , . . I . I I lil ., 'I, ,l , I . I � �, , �. '' -� , , � I , . I I 1, I, �� . . 1. � I . . ,� 1. 'l- . . . I - � . . � . � . - .... i '. - -,", � I I . I I � . � � 1. . . . 1�. , - .. , .. 1�:," , 11 I . . � � . ­ . . �, , �, _:"�� , � I � I': . 4 ,.: . l . 1. . � --T (1 STORY) I - � � � . '"'I., 1, , ,,, : � ,­ � , ! �:, ., . I I �. LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL'LINES.SHALL BE .1 . , I'� _��i' I �­ . Ic � 3. LAY.SEWER PIPING BEGINNING AT LOW POINr OF SYSTEM (CONNECTION TO 4. BENCHMARK - REFER TO TOPOGRAPHIC SURVEY BY ACCURIGHT SURVEYS OF - 50 FT 25 f � 11 .'f� - , �: �`, , "', ' . , � . . IN �THE'EVENT IQF, , . I I . . . .11, � 1, � , , � : I 3. EXCEPT IN AREAS WHERE EXISTING TREES�SHALL BE PRESERVED, A MINIMUM INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPED AREAS, 3. .PISCREPANq�(� BETWEEN THE PLANT LIST �AND, ACTUAL -To GRADES AND ALIGNMENT . ORLANDO, DATED 03-21-03. . I 22 FT (CANOPY) ., ., '1!:' -, , -,��i`,� . . I I I . . I I I . � . I NUMOERV P . LANTS SHOW I N I ON *THE� PLAN, �THE PLAN SHALL CONTROL. , THE , . I OFF SITE SYSTEM OR PQmP STATION), TRUE . . . , I . I It: I I . . I I � . . . I . � 11 :1 . 7 I ; . . . I � . . ­ I . I I . ,­,li ' � . I I 1, N . , . . ' QNTR -TOR WLL. NOTIFY INTERPLAN,LLQ,,OF:ANY.,DISCREPAN I CI,E . S .1 I ,INDICATED -WITH UNBROKEN CONTINUITY OF INVERTS. PLACE BELL ,ENDS OR . .. ;. I ',� ,,�, ' ' t: �N � i, . . 1, DEPTH OF REMOVAL SHALL BE (2) FOOT'BELQW SUBGRADE IN ROADWAY AREAS I � ' I I I , LANDSCAPE C . AC . � � , - ' ' I 11 I I I . � . 933 LEE ROAD, FIRSf'FLO'0R­' -, .;I I 1. AND TO ORIGINAL- SOILS ELSEWHERE. WHERE I EXISTING BUILDINGS ARE ,TO BE 4., -ADJUST DESIGN OF SYSTEM WHERE'NECESSARY TO AVOID CONFLICTS "IN THE I 1. ,�, I " �,�:,�.. ., , % �, ,I , , li I _1 � 1 5, LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR, AND IS . REQUIRE PROVIDED . � , � ­:,; � I I I . . . , I . DS -QF PIPING FACING UPSTREAM. � . ' .1. . � I . I I ; � I � I - I , I - . , :.: �, I I � I _.,�, � � � 1" . ND UNDERGROUND UTILITIES ARE' I I . . I .PRIOR 'TO ISSUANCE OF Bibs." , ' ,. �� : :.',,7.�, " . , I ":�.� I I �, , .�­� .� ,�. . 1. GROOVE EN. . I , �,:. . . ;�l . � . . I . BUILDING SETBACK ORLANDO, FLORIDA 3281 0 �l ."�,,�'. 1 :, � . DEMOLISHED, ALL TRACES QF'FOUNDATIONS A r_ FIELD WITH LANDSCAPING OR UTILITY LINES, � . . . . I . - . . - . I , ` ". �. I . . .1 I � IN . ., , � TT L PURPOSES, AND AS A COURTESY FOR . _ . . li`­-� � � . . I . I . I I . I " - '. I : . � : . .: t., � ;­ I - I . � I . , 1. . . I I I . I � I 11; I 11, � � � ,,, , � � . ' ) 1 25 FT 92 FT j � ..PH 407,646, 5QO8 I I,�,,'�, � , . � , TERPLAN LLC. ASSUMES NO LIABILITY FOR ITS ACCURACY '. , � li� 'I. I To BE REMOVED (UNLESS OTHERWISE �NOTED H TRACTOR IS I . . . . � . . I I � � :, ", I.. I .1 I, . � I . . � .1 . � 4. CLEAR :INTERIOR,'OF PIPE OF DIRT AND OTHER SUPERFLUOUS � mArER"IAL'AS ­ THE CONTRACTOR. IN FRONT (WE I 11 I I ' ' � ' ,I- � �l . � N,,,�! -i �l 5., CONTRACTOR;IS� RESPONSIBLE FOR OBTAINING ANY AND, ALL PERMITS ., . . . I I JE - '. ,:�tj,_Nir; v �, . 4."', ,LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY*DAMAGE OCCURRING I � JE ! I RESPONSIBLE FOR PROPER DISPOSAL OF'ALL. WASTE MATERIAL. . . WORK PROGRESSES, ,MAINTAIN SWAB OR DRAG IN LINE AND!OU I 1_ I :, ;, I— ,I, � r LIMITED ...TO ,BUILDINGS' I .�L.PAST EACH �OR COMPLETENESS. SIC �NORT i 10 FT 10 FT FX 407.62Y.Y 124,.,� � I I I 11 � ��., . 1. ... . . NSTALLATION OR CONSTRUCTION OF THE WORK INCLUDED IN . ON-SITE OR ADJACENTAREAS, INCLUDING BUT:No , I t . I � . I I I :11 .1 � 1. 1. '. ,�'11�11,1,;.�,��lll , . --- I ,% I 1, 1. ". , . � �. JOINT AS IT IS �COMPLETED. PLACE PLUGS IN ENDS -OF UNCOMPLETED CONDUIT I . . I SIDE: SOUTH� 10 FT 78 FT �� .. I ­ I .1, � � I . . I . . " � . PAVING, UTILITIES, ETC., WHICH IS CAUSED BY PREPARING OR.INSTALLING ANY -. I MON!". �,' .s�":`il 1'� ., . I I ' THIS CONTRACT. � I . , , � . I I I ' . . ; 1. . . I � WORK STOPS. . I . � I � - -1, I i , "I I 11 , 4. WHERE. PAVING'. OR, STRUCTURES ARE TO' BE' REMOVEDWHICH - � . I � ;.,:�,;,� I " ' . I I I .WHENEVER 6. THE LOCATIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, REAR (EAST) 20 FT 1 64 FT . 1. I . 1. I �'11�,; I .1 I'� . I . I . I . . . �, I . c_�v4l' t ,o i� " I I I I I AND ALL PLANT MATERIAL. . I � � � . I : : I .. I I ": . . . .... I I . . 11 I I . � . . . I . GAS SEAL: I I I., . I ., - -,, ). . ; � ;, A PART. OF CONNECTED FACILITIES (THAT ARE ,QFF-SITE), RESTORATION OF ANY . . � .1 .LINE5,'�ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE 1 L .: �,' : " I . . I I I I I . . . .�; I! ,� 11 1.;� � , I :, � 6. CONTRACTOR TO PROVIDE A RPZ BACKFLOW PREVENTER AT THE POINT OF I .1, � � I -TRACTOR. � . m .1 , " " HT:RESULT FROM DEMOLITION 15 TO BE' RESTORED TO A I . 51 MAINTAIN 3' COVER OVER MAINS, AND X OVER SERVICES/LATERALS, INFORMATION AND ARE SHOWN FOR [HE CONVENIENCE OF 'THE CON I � . I I ,�, I , I . 5. ALL DISTURBED AREAS ON SI ODDED ASIDE FROM 11 . ' 1. :(= .. ,.,;, I �1� . 'CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS, SPECIFICALLY WATER SERVICE IN ADDITION TO AN IRRIGATION METER. COORDINATE LOCATION . . � I I . I. � I �. THE ENGINEER AND OWNER ASSUME NO LIABILIFY FOR ACCURACY AND FRONT (WEST) 25 FT 25 FT ,,O�­,,�:. ­�� ,& �", , _ . ! , : . I I I I . WITH OTHER UTILITIES AND GENERAL CONTRACTOR. . DEFINED PLANTING BEDS. SOD SHALL BE FREE OF. WEEDS AND NOXIOUS PESTS . I .. - ,..:� - I � I % . - � I I �., 4= ­ : f"), - ! I I I SIDE �SORTH) 10 Fr 5.5 FT M I N . �" 11 �,". , i , I I . 11 . 1 6. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING. MANHOLES, INLETS, COMPLETENESS, IF IS THE CONTRACTOR'S RESPONSIBittTy To CONTACT ALL I -_ � , , � � I � , , " �, � I � I . ,; Im ,l ­ � . I EXEMPTED BY,THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE I . .. OR DISEASES, I � -1 17 FT 0. � , . "' ! I I , 10 F - . " "' I . � ... I . I I -THE I UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND ­ 1'� , , . i-.,� �_, , INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE I � . .1 VAULTS, AND, OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY I �zl;, I ,�., ��_ . . I . I � 1. I QQ . A� ,�:� I . . . I 1. I I . I . 4;, ; ; ;�, . , "'�,!,,r, I �. . I ALLOWED. I . I I ._� 1 7. ADJUST SPRINKLER HEAD RADIUS AND PATTERN (WHERE APPLICABLE) TO REAR (EAST) . 10 FT 25 FT ..�, I � 1. I , 1. . I I . . .1 I STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. . I 1 14111, ".j - : ,. . ,� . I I OBTAIN MAX. COVERAGE FOR TURF AND SHRUBS ELIMINATING ANY OVERTHROW - 1.6. GRADE, DRESS, AND SOD DISTURBED ,AREAS AS SOON AS POSSIBLE TO I . I , - � - - , �.',`,�:: 0 I . _1 --A , . . . . I I I . . ,� I . � � � � I 11 I ... 1 I = . , I., I , " , . . I I . . ED. PARKING REQUIRE . � �k, , I �, I . I I � PREVENT EROSION. I ,� I . � " . I I I INEERING. - - � 1;1 � I ,� . I � , � I . I 11 . ­ . I . . . . I lll.­� - ____­ - I 7, , I. ,,�:t,,,, , I ! 5. THE LOCATION OF �ALL EXISTING UTILITIES,. STORM DRAINAGE AND TREES I ION TO ',SIDEWALKS, PAVEMENT, OR BUILDING STRUCTURE. . . � . � 1 7. SITE GEorECHNICAL INVESTIGATION PERFORMED BY GILES ENG .�lc,.l - ­ � , � I . I 11 , ,,,,� I . i ' I . I 3,820 SF / 200 SF = 19.1 20 SPACES ,"4-,-`l:%%", . i , I � 1, t� I I . I I . ,:. I ii't. 't, � SHOWN ON THE.PLANS HAVE- BEEN DETERMINED FROM AVAILABLE INFORMATION 4 11, . , I I INTERPLAN LLC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY -4- .11, 'A , ., " " ,; , ! . I � , .7. ALL PLANTING BEDS AND TREE SAUCERS SHALL HAVE CYPRESS'BARK MULCH , 7. INSTALL CONTINUOUS LOCATOR TAPE/WIRE, ,LOCATED DIRECTLY OVER POTABLE , te',` �,-, C�ll '� %­ � I . � 11 %_, , -To r 8. HEADS SHALL HAVE.RISERS OF SUFFICIENT HEIGHT TO CLEAR ALL . . I I . � �. , t 1: v ,),� . , I t � , AND IS GIVEN FOR !HE'CONVENIENCE OF THE CONTRAc i. THE OWNER OR 1. I I 'TO A DEPTH OF 2" MIN, EXCEPT INAREAS ON I O EATER .THAN 37, WHICH - . WAFER MAINS,Ar 6" TO 8" ABOVE PIPE, AND COMPLETENESS OF THEIR WORK. THE CONTRACTOR SHALL OBTAIN A COPY PARKING PROVIDED . ,, � , �,;'_ j . � '! ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START SHRUBBERY, INSTALLED. . I 1. I . . I OF 'THE GEOTECHNIQAL ENGINEER'S REPORT FOR THIS SITE AND COMPLY WITH REGULAR . 27 _. I -11 " � . ,'o', , � � j,", I � LITION THE'CONTRACTOR SHALL� VISIT THE SITE AND DETERMINE THE . I . I . . I I SS BARK MULCH TO A DEPTH OF 3" MIN, � . ROBERT ZIEGENFUSS, P.E. -� - , . '.. ll��. i I � � . I , ­ 1, . . . : � I OF DEMO . . I I . . I . 8. -WHERE POTABLE SEWER MAINS GROSS WITH LESS THAN RECOMMENDATIONS CONTAINED fHEREIN. IF ADDITIONAL SERVICES ARE HANDICAP 2- . '. ,,� , . 9. ALL IRRIGATION PIPING WHICH IS LOCATED UNDER PAVEMENT SHALL BE I . . FL. REG. #56752 � - ,;� '. I., 11, ,�,'. I I I . . EXISTANCE & LOCATION � OF ALL� STRUCTURES, UTILITIES & TREES SHOWN OR . * I I I 1� .. I �l I �� ... � I :�� ; 0 . E TWO SIZES LARGER THAN THE IRRIGATION LINE m B. CALIPER OF TREES SHALL BE MEASURED DIAMETER AT OREAST:HEIGHT (D.B.R) 0 EIGHTEEN (18) INCHES ,OF VERTICAL CLEARANCE OR WHERE THE SEWER MAIN IS m REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE OWNER. 9 - TOTAL 29 - 0 �� -_ __l___l . � . = 0 . �� ..,.� i", � �� � i., I . 0 NOT ON THE PLANS, WHICH WOULD NEED TOIBE REMOVED OR PRESERVED. I . . . BOVE THE WATER MAIN, -THE SEWER MAIN SHALL BE ENCASED WITH CONCRETE . I .� . � ,� I '� , , . �; I I � . I . . I .j. I � . . . .. ., AT 4,5 FEET ABOVE GRADE. ALL TREES SHALL BE INSTALLED' IN AN UPRIGHT A � . I I � � I .. 1'_:%-�,, 'I, I I �, I , . I ' - s r � . .. � I : � ,,, . � � , . I ' R TIGHT CARRIER PIPE, OR UPGRADED TO DUCTILE IRON. 8. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES ( IL CONSULTANT: , '. ,, '� �, , I .1 � ' I THE�RELOCATION OR REMOVAL OF ALL - POSITION, CALIPER OF TREES SHALL TAKE PRECEDENCE OVER HEIGHT OR 1, 1. li � �, . �� �, j 6. THE CONTRACTOR IS "TO COORDINATE I 10. COORDINATE LOCATION OF IRRIGATION .CONTROLLER WITH OWNER AND - . I . 1� '.1 " ., ,�.,, . I I . I . 'SPREAD, � I . . I I FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROU LEGENDS I . � I : ll.,� 1. 1. l,' ,� �� . OUND UTILITIES,- UTILITY PoLES,,LIGHTS AND LINES IN 'THE GENERAL CONTRACTOR, . . . � PIPE OR, PRESSOE` RATED 'PVC PIPE ,(MEETING, THE AWWA C-00 OR C-905 . i I ll.� i i . STORM INLE . I . � , � ,I,.� I � - 0. � . I I . . � � I � . � � TH OF TWENTY (20) FEET, CENTERED ON . . � i� . . - ., : �'. . 1. � I . . SPECIFICATION) FOR A 'MINIMUM LENG f PRIOR TO'CONS[RUCTION, AND SHALL MAINTAIN SAID EROSION . .1 �'ll , , ,iitt, I q . RIGHT-OF-WAY AND ON'THE PROPERTY WITH THE APPROPRIATE SERVICE . . I I . I TH CURRENT I I . . I" �i ,­ I '.."I. �',,",! . � " I I � . . I . I . I CONTROL DEVICES DURING CONSTRUCTION, ALL IN CONFORMANCE WI . I I .1 � . .1 , I I � I N ,. I . I 1. PROVIDE A RAIN SWITCH EQUIVALENT. TO TORO RAIN SWITCH #850-74. " 9. PLANT MIX OF 8" SHALL BE TILLED tNT0 EXISTING 'SOIL' TO A DEPTH OF 24", THE POINT OF CROSSI%' :A MINIMUM HORIZONTAL SEPARATION OF TEN (10) . � I I I I , -!:,,;�; I i 1. I I PROVIDER, I I I I I . � . . ,. I . � . ' LOCAL, COUNTY AND STATE CRITERIA. . . . I. . i. , .�, � , I . � I I I . , . I . � MOUNT ON BUILDING OR TRASH ENCLOSURE IN AN INCONSPICUOUS'LOCATION REFER TO SHRUB AND TREE PLANTING DETAIL FOR EXTENT, O� PLANT MIX To' BE FEET (EDGE TO Eb6E)' BE . . '1:1:.� �11.1 �, �_��.,,,,',t,N�j ,:: .1 , , . I . . � TWEEN POTABLE WATER MAINS AND SEWER MAINS SHALL I � I 11 .1 1". , I I -11 I I . , �.­! 11.1 . � I I . � . ' I . .1 . I I I � '' 'i 11 � .., � , ­. .MFRS. SUGGESTIONS. PROVIDED. PLANT MIX SHALL .CONSIST O 3 EXISTING BE MAINTAINED WHEN AT -ALL POSSIBLE. WHEN THE 10-FOor HORIZONTAL . I � , I I �­. : ­ 1 7. THE CONTRACTOR SHALL,, REFERENCE AND RESTORE PROPERTY CORNERS 'AND . RAINFALL, AND -PER I I I - 1; �6� 1 � � ;!, ! � .1 I I I 11 � I . ' . ,. � 11 . 9. DUE 10 GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, � 1. .. I ,:,.� � �.; .".I I I I I I I . I - ____ . I 1� 1, i �ll . ' .. . ,. SOIL. � . . SEPARATION CANNOT BE MAINTAINED THE WATER MAIN SHALL BE INSTALLED IN A CONTOUR -73.50 1 . .". I I � I 1. ­ �.-.;�;,- - ', I I LAND MARKERS DISTURBED DURING 'CONS fRUCTION. . (UNDER THE DIRECTION OF I I , . . I . I DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES, LATERALS, I � . " 7 1 . 1. . . � . I . . . . _�. I , .. I .. 1 . . 12� OBTAIN INSPECTION AND APPROVAL OF ALL BURIED PIPING PRIOR TO . . .. . , . " '' _. " "�� "_i� '' A FLORIDA REGISTERED. LAND SURVEYOR). . ­ , I . . I . . SEPARATE TRENCH OR ON AN, UNDISTURBED EARTH SHELF AT LEAST 18" ABOVE CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN - UNLESS OTHERWISE I . I I ., .. I I ":,;�', " 1:10 ; I I . . . 1. 1� I.,. � - � i:,,!:�l: I ,� 'i . I I BACKFILLING 10. ALL PLANT MATERIALS, SHALL, RECEIVE'A SLOW RELEASE FERTILIZER IN . THE SEWAGE ,MAIN., ALTERNATIVELY, THE, SEWER MAIN SHALL BE ENCASED WITH MEET EXISTING GRADE MEG . � , ;, 1, i��, I � . � . I � . i. � _ I , 1, i� '' - I i ,?'� ''i �, I . I . I . - REFLECT SCHEMATIC LOCATIONS ONLY. fRE . - % 'r , , 1 ,, 0 I - "I., I I . . . . � % . . . . . QUANTITIES AS DIRECTED BY 'THE MANUFACTURER. . . � I . -TIGHT CARRIER�PIPE, OR UPGRADED TO LOCATED BY DIMENSIONS . "I I 1 � . I., ,.� ".., �l J(� 1� 1. . . . I I �:.l - � � . 11 � . 1. .�'�,�'.,` :1 I . . . I . . , I I I . CONCRETE OR ENCLOSED IN A WATER . T BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL . I _ . �'. �. I I ;,�,,. , � . I I . . . . . . . . �. 7 . ­ � :�� �,r­,,14 I ,,, � . I �� , _� , , , I I I I I � , I . , . I _ 1, 44_'��'! :!:";7: �I, '' I . . I . N 13. SPRINKLER HEAD MODEL NUMBERS SHOWN REFLECT 'TORO SPRINKLERS. . 4 ' � .1, I I I I DUCTILE IRON PIPE OR PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING T . . EOP .1 . . , � � " ! : � I . I I I . . I . �i �. . 6 1 7 : � , , '11, ! - I . � . . � I . li a , , _. i, t � . , I � . . . . I , .. , I � I . I .;, " w � I I I . ANY SPRINKLERS OF EQUAL.QUALITY MAY:BE USED WITH THE APPROVAL OF THE 11. ALL PLANT 'MATERIAL' SHALL BE 'SET BACK 2 FEET, AND TREES 3 FEET, FROM OR C-905 SPECIFICATION) AND PRESSURE TESTED AT 150 PSI (1034 KPA) TO ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY/UTILIFY I I . � i!",- 11 ,,'� I . .1 , . . I I � . . . . . . . I 11 . I . . . . . ... I I , I I OWNER. � . I I . THE BACK OF CURBS OR EDGE OF PAVEMENT. . � sw . I . I ,� . � ­ . " - 1, .11 I . SIDEWALK I I . - � � . �� ":: � I I I I I I . . I . I I I I ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. . . I . . . � . 4" I . ,�, � .1 I ,��,%-`.�:�,, , . . I . . . I . I " � I., 1 I . . I . I . I I I I PROVIDER. . . I � I . I .1 1, , � .1 I �� . . I � I I .. � �. . � I � .,� . . 11 . I . I . . � . . . . . �l , I ­ , t,,`�,, ,,,, I.: _, , . . .11 I . . I � I I . I . . . . I . . . I . . . . -1 � �,� . -1 � l � '�' . � . : 1. � . . , 1, " - 11 I � . . I : . ,, , � �,7 "!"� -L . . . ., 1. : 14. IRRIGATION CONTROLLER SHALL.BE TORO CUSTOM COMMAND CONTROLLER 12. PIN ALL SOD ON 3:1 OR GREATER SLOPES. HIGH POINT I I HP . . I " � � ; ! t ,� �. " , P. , 1, �.�, �",� ;;,,,�,, �_,, I 11 � I .1 ­ � r .,; I ; , � , , I I . I I � � . ,,�'; � '' '�'� , I , , 1, ,� I : . . . . . I � . . I I - 1 9. WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE 10. THE SITE SHALL BE CLEARED AS MAY BE NOTED ON PLAN, OF ALL I I ,­ � I I � :.. 1 � I I 1: ', � �' ,. �, � .1 , �, 1� I � .1 I 11, I ., 1, 11 'IiIA I I , . I MODEL 'CC-PO9 OR APPROVED EQUAL. VERIFY CONTROLLER OPTIONS WITH � .� � .1 .. . I . .1, I 11 � I �� I :, �_"` _: � �11, �, . .�­! . . BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH ., - A . , � I.- I � 1. .. .. , . ,�� . %i . OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS, I . , , ": � W I . I �, . :,-,��­.,'�,,, .. � SPOT ELEVATION .. �. . .12.55 '. ". ' �� " , � " I . '. , I . '. . � I ;�_ � � . I OWNER. COORDINATE POWER REQUIREMENTS WITH GENERAL CONTRACTOR. 13. LANDSCAPING SHOWN ON THIS PLAN, SHALL OE -MAINTAINED IN COMPLIANCE A.A.S,H.T.O.-T-99. . � . . . I � , __ . I ��,� ,� �!� 1� ,,, .�l, ­,�! . : .�� , ll� � ��,A�".:I�g., I I . � I . . FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND � . � .1 - . I I . , . I , . , 1 !" ; I . 1 I . . .WITH LOCAL LANDSCAPING ORDINANCE.' , . . � . . . . . . , I :' �l , -1 �, ,l , �, . 11 ,�, : � 11. "I ?�,.�,t,�,� '', I . I � � . . , I I t-, 11 '11, .1 I ,�,�,, �� I . ­ I .1 I i 1� �t . I 1! � � . I I I � .:, . , , 1. . I I . . . ACCUMULATION OF RUBBISH OF WHATEVER NATURE; -[[its MATERIAL "LL BE . , I I I " ; � I /1, � ., '' t �,, �, � 4i �11 .�'.l .1 . 1. I :�'�*,,-,,";� I' 11 I .1, 15.- PROGRAM IRRIGATION CONTROLLER TO PROVIDE I INCH OF WATER PER I I I .. I -, . �, , I . . . : .1 . . 1. I I . ­. , I It. . ! � "' REVISIONS: , ,� .. I I I :1 ,,, , ' I . . I . I 7 'i, : , -, - :� '' " � � ." 1, I . I -14.r e � I . .- . . � p I I � ��l I I � . . . WEEK' SCHEDULE HEADS TO OPERATE DURING MOR -BE PR I OVIDED FOR ALL , NEWRANT . � I k CONTRACTOR SHALL PROVIDE, SLEEVES FOR IRRIGATION LINES UNDER SATISFACTORILY DISPOSED OF OFF-Sn. I .1 I DIRECTION OF FLOW.AND ,' �, � ,� 1.0 0 , .4 . . I 11 ,, I . ,,, ., 11 I I I . . . I NING HOURS. 14. A TWELVE -MONTH 'WARRANTY SHALL . . I I ,� I . � � , � I I �:, ,� : , ' I , ��,,�lp,�, I . � � . I . . I PAVEMENT. COORDINATE WITH GENERAL CONTRACTOR. . � � ,, � . , I " I . DATE �'�AEI�MKS " . . I � - . . I � - � , , NO, 1� -�� I., I �. I � . � I I . . . I . I ­ � ­ : " :1 I '. _ �1_ . ' . ,�.' �1�1 I i " �, I I I I .. . .1 . . .. . . MATERIALi STARTING FROM r DATE OF' FINAL ACCEPTANCE BY OWNER, :�.,_WITHIN . . I . PERCENT SLOPE . 11 I I .� __jt,`_ . I , � 4� 1� �' . it. I . ' ... . " .11 .:� �' , I I li� � ! . , . . .1 : I ,� I I I . 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN LLC. OF ANY . I I : � - , , " . 1 7-09-03 MY Commit, - � , lk �,[ . I . . I I . I . . -BE . . I I � . . I � I , � I , , � I I � I . I 1.� � � . 1 16. ALL MAINLINE -PIPING SHALL.UE BURIED TO A MINIMUM DEPTH OF 18" OF THIRTY. DAYS OF, NOTIFICATION, DEAD'� OR � UNHEALTHY MATERIALS SHALL :, ; m, !, ; ", 1 1 I , ' I . . . . . i �� i I � ;` I -11 ,. � . . I I I � . � I ­ � .1 . I � LA I N � -1 - � III THE CONTRACTOR SHALL NOTIFY 'THE ENGINEER WHEN CONSTRUCTION IS . DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO SrART OF , �. STORM SEWER & INLET 1 ­ * � ' � '�NiSTM�ST� :� ; ,� 1, , ; , :. , 11 � . I �11 I ­� �'1.11� �� . i� I COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" 'REPLACED, IN,CONFORMMCE WITH�THE APPROVED LANDSCAPE P � ,-,'BY THE . COMPLETE, FOR WATER, WASTEWATER . � I I . I 1, -, 1; I . I I I . � '.I � I I I I I I - . . . 11 . �. � I AND STORMWATER SYSTEMS SO TIMELY CONSTRUCTION. I I I .� � . I . IN � ,� I OF COVER.' .1 I 1. . . LANDSCAPE .CONTRACTOR. � � I- I N_ - � .. 1. . I I . ; I .1 ­ � .. .1 . . CERTIFICATIONS MAY BE INITIATED. SATISFACTORY BACTERIOLOGICAL TEST , I ,� I � I � : I ­ -, I � _I� :'' : I . � .� , I I ­''. . �, 1. 11:1 .1 . , . , . � . I � :_�m ,.I I . .. 1. �- . I . 11 I . I z .DOWN SPOUT DRAINS - ' , � -----=- . 11 . . � I ii . � � . ._ I I . I I I . ,, I , . . . I I � . I I . . . I . � I � . I I � I . ... '. I I I . � I I � " "I � .. _ ' , . I I 1�! �, I I . . ' ' ' ,RESULTS .SHALL BE SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION, 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTINO I , I I I . I . . 11 . I . � I . � . , �,�, -1 � V I 1;'. I , , I 15. THE �CONTRACTOR SHALL PROVIDE, AN i AS -r -QUILT DRAWING 'QN'A'REPRODUCfQLE.,t :. I . . . I . .­ : , �, . 1 17. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC I I ­ I I I I . . I � . � .' � . I ,.� I - RIGHT OF WAY WITH THE CITY OF SANFORD AND THE FLORIDA DEPARTMENT OF *1' . ! . I I . , :1 I : I . I I . - SS __0_ � I : . I I I I MED 1. .�,.", ., I . I . ­ I " ll�� . � 7'ft�f � . % FLEX PIPE CONNECTION. , 00 Nor USE FUNNY PIPE. IUM (SEPIA OR MYLAR) SHOWING THE LOCATION OF ALL LANDSCAPE MATERIAL .. , � . I ..... . I . . : ,SANITARY SEWER & MANHOLE . I I � , , , ", . ,� i I I I I I I . I � I . . � I . I I . 1 . . TRANSPORTATION, I � . . I . � I � . . I , � t . it" j , I'!, I . .1 . EPTANCE. , . . � . I I . . . I . I .�, 1. PRIOR TO FINAL ACC . ­ ,l � ­ . . . 'i . I .1 I . I . I 1, � . 1. Ii' . I . I I I 11 . . I . . I . . � . I . I . �. I B, MATERIALS''(WATER) I .. I .p. I CLEANOUT C.O. � . . I . I I .. : I . �'. , I . _,::� vl " I �'; , � I I I . � , . .1 .. . . . . I I � - 11 ! . . . : 18, THROTTLE ALL VALVES ,ON SHRUB LINES. AS REQUIRED TO PREVENT . ,l .. I I ". ", 13. SCS SOILS: BASINGER AND SMYRNA FINE SANDS, DEPRESSION& . : -' ' . . . I � , I., , , 1 : , I. �, � . . I . i . . . I I I I I � � .. . � . . I .1 I . I . I . . I � � .1 � I . .1 . I ". 'I, -�,�.� , �_ I � . FOGGING., . . � . I . I 1. SERVICE PIPE.SHALL BE POLYETHYLENE (PE), I I.. 1. . . I " " 1,� �� � j, � . I I .1 I I � � . . I � WAFER SERVICE _w_ . . I � .1 �1, " � I � : I : � I . I . I . . : I .;,!I � � . I � I I I � i �1, :i. I I I . � � . 14. STORMWATER MANAGEMENT IS PROVIDED BY MASTER STORMWATER, DRAINAGE , I . . I I . � . I I I I � � I, ,;, , I .. . ll'r . I . . 1, I 'I � I . . . I . 1, :,, . I'll .1 I . .. I I . . 19. ALL RISERS SHALL BE. STAKED WITH A.STEEL ANGLE AND SECURED WITH � 11 1. I . � ,. 2. WATER MAINS 'SHALL BE PVC ASTM C900, DR 18 WITH INTEGRAL BELLS AND SYSTEM. . - . � ­ .1 � I I � . . I I � . FIRE HYDRANT 1 W-04-< . I "l, 11 11 1, 1'� I .�: 11 I . . , , I �� Il . � . .1 I I I . ULTRAVIOLET LIGHT PROTECTED'PVQ, CLAMPS. . - � ELASTOMERIC JOINTS PER ASTM C3139 AND GASKETS PER ASTM F477. . I I I . �11 , . * :11 . � . . . I . . ''. . . ­ '. . . . I I . 1. : �,_ ��,� � '. '�� . . . . . � . . . . . , . . I 1�1 � -SITE AREAS TO A CONDITION EQUAL _rm I . I �1'11 ��, . . . . . I., I I - 11 . . I � . � I . . 15. THE CONTRACTOR SHALL RESTORE OFF WATER METER L-A I � I I , I :",� It :, " �'' � I I in I I I I I ­ TER 'THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF N I I . - 11 � _� t , I . %'. I; I I I I - 1. I � . I �BE 4" IN DIAMETER AND INSTALLED BY . . � a TO OR BET � 111 I , ''� � 20. ALL IRRIGATION SLEEVES SHALL' I I ;, ", n I - I 11 11 - . � � . . I m 3. DUCTILE IRON PIPE (D. 1. P.), IF REQUIRED, .SHALL CONFORM TO m'SI/AWWA. I 1. I I . N �� I , 1�1 �,- ,_ ' I I � SITE EA I I - , . �l I . � I . . . .. �l .. , . I � I ''. , .... .1.11 -�i� �;,,:�lf I "I . I . � .1. I � I . GENERAL CONTRACTOR AT TIME OF UTILITY CONSTRUCTION. . I . . 1. �.; r . 11 I A21.51/CI51, CLASS 50 (MIN.) PIPE FOR ALL'SIZES. I 1, CONSTRUCTION. I I ; BACKFLOW PREVENTION DEVICE, E�­` I . I ­ � ',,I ,,, i 1� I � - - , f . - I . . . I - I � I . I �., . I I ;"'t� ,�.��":: � . I I . . 1, - I � I I I � . .. I 1, . . . 11 . � I � I . "', � , I I I I . � - I .. � .: �, I : � . . I I . : I I � . I � . . .1 � �­ ; I . I . .... I . � .1. 1 EROSION CONTROL NOTES 21. 'ALL CONTROL WIRE SPLICES 'SHALL BE MADE IN VALVE BOXES USING . I . I 11 I I ­ 'A . 1: I I . . I . . 4. CORPORATION -STOPS SHALL BE 1 �1/2" BRASS�, EQUIPPED WITH * ., - � 16. ALL DISTURBED AREAS SHALL BE SODDED. CATE VALVE 0.4-- . "... ­­-,�,l ­ . . I . I . JkRASWHI I'l .-Ill . I I . I � , . . --- __'v %� �� I I ,, . I � I SNAP-TITE CONNECTORS AND SEALANT. * I . . . . . -_ - ',�,N, 1. . I . . I I . . CONNECTIONS COMPATIBLE WITWSERVICE PIPE AND THREADED IN ACCORDANCE - . . I .1 I I 1'�j I ., L � '­ 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL I . . I . 1.� I . . . '' i I I � 17. AT LEAST 3o DAYS PRIOR 'TO ANTICIPATED COMPLETION OF SITE . 0 - I . I � . I .. ,i��.I* I � ., .1 I 1, I I .1 .. . I . I . . I ..". �L� . . ,. I . � . . WITH SPECIFICATIONS IN AWWA C800. CURB STOPS SHALL BE SIZED To MATCH I I . -� I , , , � � I CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE I I I , '' 1 j,_,�.w - I '� �. I , v � 'I� , , � , : CITY/COUNTY AND, WATER MANAGEMENT DISTRICT SPECIFICATION, SUBJECT TO, 1122. ALL RI t. INSTALLED 'I 2" FROM ANY WALL AND A MINIMUM OF. . ill TPP kAFTVP (ZM Amn rnmr7npkA WITP AWWA rRM �ANn AWWA rQ611 , I .. I I 1: ��? I . . . .,:,. , , I � � I I � . , . "" . AUTHORIZED AND APPROVED VARIANCES, 'WAIVERS, AND/OR CONDITIONAL CHANCES. '' I I I I . I . A2* FROM ANY SIDEWALKS OR ROAD. . . I 1. . I . . . I . '. 11 � I . I I � I I � . CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY . . I . UNDERGROUND TELEPHONE _UGT_ . I . I . I I ., : 1, , . ! I . , " �. 'If. t'-, L � ": . I . I I . I . .1 1� ': ., . I I � I '. , % I . I I . � - �.. . I . I " . . . . ,TO I . . . . . I * . . I � I � 5. FITTINGS SHALL BE BRASS, CAST AND,MACHINED IN ACCORDANCE WITH ,AWWA . I . MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: I � . 1. "AS-BUILTS" . . . . UND,ERGROUND ELECTRIC _UGE_ � , . � , � . � I I I : . � I 1. � ;��' � : 1 2. EROSION AND SEDIMENT CONTROL MEASURES,SHALL BE PLACED PRIOR TO OR . "AS 23. ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED A ' I . AWWA C901, WITH COMPATIBLE PIPE CONNECTIONS. I I � 10. SURVEYED OF ALL UTILITIES AND srORMWATER SYSTEMS, . � . . � I . � I 11 I � ... . I . � C � . I ., THE FIRST.SfEP,IN, CONSTRUCTION., � SEDIMENT CQNTROL PRACTICES WILL BE . JUNCTION BOX AT ,THE EQUIPMENT LOCATION BY.OTHERS. � � . . I . . I b. COMPACTION AND DENSITY TEST REPORTS, AND I I . I . 11 :;� , , I . . , .i . APPLIED AS �A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF,SILT OFF I ; . . � . .. -It i -� , -, ��', ' ' , I . � . I I . I � � . I 6. 'SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS. SERVICE I c. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS SITE LIGHTING I . <�-o . . . I I p '. I I � I � , I 7 , 1.1� 1'� , . � I I . . . . THE SITE. � . '.1 � I . I ,�, I � ''.. 2 4. ALL WORK .SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL . . . .. . I � 1 I � . . I DOUBLE STRAP, ANCHORED BY A MINIMUM FOUR (4) BOLT REQUIRED, FOR WAFER DISTRIBUTION AND/OR WASTEWATER I I . . I '. - . . , I 11 ;, ll�', � � I , . ., I . I -;. 1. _, ­ I I . I I I . I . . : . . ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. - . � A . I . I PATTERN ON A DUCTILE IRON SADDLE BODY. .FOR PVC PIPE, DOUBLE STRAP$ COLLECT ION/TRANSM I SSI ON SYSTEMS. . � I I � , . I . ­ :� , , � , til I . I 1, - I 3. CONTRACTOR SHALL KEEP ANY AND ALL SAND,`SILT OR OTHER DEBRIS FROM . � . . I . : . . I I . I I SHALL BE CORROSION RESISTANT ALLOY STEEL, SIZED EXACTLY TO THE PIPE � . . . I PARKING SPACE TOTALS . (D � ;'. ­ I I � 1,�', 11 I I . . I MOVING OFF-SITE, USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY I 25. THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A . . '(SEPIA � . . . . OUTSIDE DIAMETER., SEALING CASKETS SHALL BE BUNA-N RUBBER, 18. ALL *TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION MEET . . . .. ,- I I �,.:�., . . ,.,l . LINE, . � � . � . . � . REPRODUCIBLE PAPER OR MYLAR) SHOWING ALL IRRIGATION . . . I I ,� . . . I I % I I ,SHALL THE REQUIREMENTS OF THE LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT * . . . � I . . � � .1, , I I ,� i .1 I I I . I . . I , I I I INSTALLATIONS. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED I . I � Q. MATERIALS� (9kER) I . . OF TRANSPORTATION. . I . I DETAIL NUMBER � I .. . I . ­ � . : . ;. . 4. CONTRACTOR SHALL BLOCK INTRUSION OF.SAND, SILT OR OTHER DEBRIS I FROM THE LANDSCAPE ARCHITECT FOR A FEE, THE DRAWING SHALL LOCATE ALL ' . � I � � � I .. . I I � � I I I I � . . . . SHEET NUMBER . % . � 1. . I . . . , I � " , �.��'. , I OR SAM FAIRY SEWER STRUCTURE OR PIPING ON. OR VALVES AND MAINLINES EASUREMENTS FROM HARD . I I I ' I ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE - I 19. PARKING STALLS SHALL CONFORM WITH LOCAL CODE. ACCESSIBLE PARKING . . . I . -1 . . . I I al. i i. - � I , �. , . , i . .1 ADJACENT To SITE, I . . . ­ . 11 I I SURFACES OR STRUCTURES. . I . I I I . . � TOLYVINYL CHLORIDE -PIPE (PVC) CONFORMING TO AST M D 3034, SOR 26, WITH SPACES, ANDACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA I - � I 11 . I I :� . . : - i�� , I , I , I_ � . 11 � . . 1. 11 I . I ' 5. ALL CLEARED AREAS FOR. IMPROVEMENT AND/OR CONSTRUCTION SHALL BE . . � . . I . .. . . . I I . I . I . . PUSH -ON RUBBER CASKET JOINTS. . ., I ! . I REQUIREMENTS.' � . I . I I ING, . B-3 ZON � . I - . I I I I I . .1 . I . 11 . �l I .i I : I , I � . I T IND EROSION. � I I I I � � . � . . . . .1 I . . I . . I . .. I .. 2. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BY 20. HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH ADA I I VACANT -_ CURRENT LAND USE . . . I I � � I . I *. I _ ,!.,t �� I , 1: . I `, ,. . , ,, !� . �, �. - � . I . . . * 1 6. ALL -AREAS AFFECTED By THIS WORK SHALL'.13E RESTORED TO A CONDITION . I I I . I . ,� " . I I . . . I . . � . . . . I . . . . . . . -% �* , .. I I � . 'THE PI I PE MANUFACTURER OR PRIOR -APPROVED EQUAL'. , . � I . I . , REQUIREMENTS AND LOCAL ORDINANCE. I . ., I I . . . . I . . : I. AMSOUTH . I I 1, � ,­. .� . I , : : . � I EQUAL TO OR BETTER THAN EXISTING � CONDITION, UNLESS i SPECIFICALLY � I cvckjDrcn Dy 'ruc pi Ame I , LIU OACIT MD CHI -U Dr-cmDA-rinki CUAll DC � . �. 1, .. . I I . 11 . � . . I � 11 .1 I � �:1 .11, . .1 .. . I I .1 . 6 . . 1. . � .1 . . - ; . I . 1. I . I., I .1, I 3. 'BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES *SHALL . . 21,. LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC I � . . I. . . 1. 1, ;,!lil, � I :_ I ", t,� . I �'l I ,i , I , , "I , , - �i �l I "i I . 'T',� ". I �, i, 1. I'll .. , 1: I i , I , ,� ,��,: �,�� I t , ,': �'-t.�l I ,� )l . : I , I , � ,9 , . � ,�; ,,,,-�,i, � I . �­111, , ,� i �!l 'll I. . :1.11,11 , I - p I , I � I , A "I i,� , 'i ­ - I 11 . � �,:, : I . ,;i� �t � .. .� " �� , I., �1%14 . ;l .1 I , . :i , i , I" , �, i " �, . ,.�I I''.11 ,,.�j , , , , I ., � m ! - , . , : � . ,,, it 11 , I ­ j . .!�, . - _,,-.,,� "I , , I . . .. .1 � llll�� - - , � - � , �.'l � I , �. jji , �,-.,�,� I � �,�' , ! ; ,�� �,�,�,,,�-,� � * � i , . :� � �, �.",F� I . � ,� 11 " P, .. l� . . '. I �. I � �. I * . INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL, COMPENSATION SHALL I BACKFLOW PREVENTER I I . I � I . . . . . 11 I I . � . . . I I �'. �. �. I � - ­ I ,.,." I I I I 11 . . . . I , I ... � I . . . . -7; "'I.!- - I " ­. I �..' I I I I . . . . � � ;11"�t -4, ; , I ,,, i I . . BE SAND WITH NO ROCK. LARGER THAN 1" IN DIAMETER. I t . . . � . � . . I . I . I ". CONTROL DEVICES. I . . : � � D/ -%u4 . I l\ � . . .1 : .... I I '' I �� �d" . ,�O. � '.. oel � ". I , � L ". I I I ; � I I I . I I.".. . �- . . I � BE ALLOWED. I I I � I . I I . I I I . : � . � . �� . � I - � . . I . . � � I I I . I "I I . � I 1. . . � . � � I I . ! -. t � � I . . . I I I I � � .1 . .1 . - . . I � - . ; I . . I . I . 1 . � . I 22. ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB, I . . . I . I I I I ! I r I . ;-. ­ . ' ' BR.FL.C.DN.4 , , 1; , 4 , , �,�j : ­., 1 � " I :� I '' �'.�. , , " � . ... �.l ir .) '.��,,._ 'I "! . I I I I :; � ! ", ", ­ I I -, , , I , �,�i; ��, I -�,,� I I I I 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY. THE ENGINEER OF ANY � I I . I I . I I . I I i I . �:, �, . . . � ui: . . CONTROLLER LOCAT ION � . . I . � I . . . � . I ,� I I . 1. I ... I %­ ., �. . 11 ­­ :1 . :, '' I � � . i . I - � . � CONTACT: CHARLIE � J,9HNSON ;�, . , ,,'; I ,", . ., - I . . . . , I , - . I - I . I � 11 I I I I � . '. . I I I . I . . .. . . 23. ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE. SEE . I . � Z� . ! . I .. ,,� "'',��,." . ." � �,. �,. � '. 1'1� ;1, �, �. 11 I I . 1 . � I : I 11 DISCREPANCIES BETWEEN THESE PLANS AND FIELD'CONDITIONS PRIOR TO . 'CONSTRUCTION. � ." . .. '. 1 -1922 i;, FAX: . I . I I 1 -(407) 328- 1910 t- ', � , " �, �, ,,� .. , . .. PH: (407) �328 1 ". ,. . � '. .? I I . 11 . I . . . I . . . : I . . . I . . I I . . I � . . � . I . I I I . I . �. . . . I I 7 , , * , I I I . � � I I I . . RAIN SENSOR LOCATION , I I . . o ARCHITECTURAL PLANS. . . I . . . I -1 1. . - 11, . .� I I I . . I � ., , I'. 1, ,,, I . �� I , I , " -.1 . I . 1. . I I �_ � � I . '', , TELEPHONE' 'BELLSOUTH `­ �, I . 1. . , '. I � . . . . - .1 . I I , . I . . I . , � I , I I _�� . - . , '' - I . I I . . ` 3815 ORLANDO DR.: '� , � 1. I "��" , . , � :,Il I I � , 4 , I � - .. . ,� . � . I I ,11 , I ;j .� I I � ­ 1. . I I I . 1 . I � . . I .,. I . i . 1. . I . I I I I 1. � . I _�. I I 11 11 I I. - 132, COMMERCE'WAY '' . I I 1, I 1, I I '. 1. .1 � .1 I . . , � , � .: . � , I t . I il . I., .1 . � ; 1, .. I .1 I . I I .. I �l , , � I . . . . I " . I . . I . � . I ,, I I � I :, i , ; . � . , '' I., . I . . I . 1 I . �_ , .,kl:,�� . . i'l I, �1., � � I � '. . IN' � . ,; . r . . . � 8. ''PRIOR 'To CONSTRUCTION THE CONTRACTOR WLL PROVIDE TREE PROTECTION . . I I I . . � I .. I I .1 . I . � - ). I , , .. . I : . I I . I I . � I I . . I . . . : � � � . � 1 . I � . 24. ALL CURB RETURN RADII ARE 5' UNLESS NOTED. I . I I I . I . I . I � Il "I SANFORD, FL � '� I,.l,­111 I `: ,� 1. � ��:,­,:,,'.� i , 'I I,- !�, - . I I BARRIERS TO MEET THE. REQUIREMENTS OF LOCAL SPECIFICATIONS, x . . ��. I . . � . . I w I I m 11 .1 � . . I I I . � I I I 25, BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR T.O . , � � I . I - ­ I ­ 1, ­ , _:-:��,j ,� I I I '.,�� , , '. ,: ,. IV . ,� ;.rl ' � - � , , . . I I . . 9. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR � I . ­ . � I - � 1. . . ' ' I I I I , ., I . . � I 0 . I I I . I I I 0 . m I - SOUTH PROPERTY LINE. . I . . I .. . 0 � � � . . � I ' ..� m ,, � ­�,"i",,"I . � t". ", 1 � . "" T ", ,. , :�, i, ` % I ", �_ 1.1'!. 1;, . ' I CONSTRUCTION AND STABILIZE MY POTENTIAL EROSION AREAS IMMEDIATELY IRRIGATION'LEGEND ' � . I . I . . UTILITY CONTACTS I 1 I DISINFECTING NOTES ' . 26. APPLICANT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH . I � , , I � . . I � . .1 I .1 .1 COPYRIGHT @ 2003 1 '. I ,,, ­ �i, I - , - � I I ., I I , I i ,:I ., ". I I- . ., �:. . I � FOLLOWING COMPLETION OF CONSTRUCTION. , ' . � 11 . . I � I I I . ­' � . I I I INTERPLAN LLC RESERVES,: I :,., ,.,�'.',,� � .1 ;, ; , I ! , r:' . I 1. � � � I � I I I I I . I I I I I . . I � I - . . . . . . . . . � . I - I I . .1 . . I � . I I I I It . . � I COLLECT ION/SH REDD ING OF BAGGED TRASH STORED IN WORKROOM I I 1. - . I ,,., COPYRIGHT & OTHER RIGHTS - ' ' Ir , Y�c .. , , .. I _` , 'I, '­­ , .. l.r,� . . . I I . . I . . . . . � * I I . � . . . . I I . I I I I . I � .1 . I . . I . . I � RESTRICTING THESE DOCUMENTS 11 � , � "'�: � I ll.o , , I I �".� , ; . � . I I . I . . I 11, . . I �. - � I I 11 1), � . I CLASS 160 PVC 1ATERAL LINE - SIZE AS SHOWN SEWER/WATER CITY OF SANFORD, UTILITY DEPARTMENT I I I . . . � , ' I . I . HYDROSTATIC PRESSURE AND LEAKAGE 'TESTS SHALL BE CONDUCTED ON ALL � I � . . . . TO THE ORIGINAL SITE OR ''', I : . . " ":, , �, I , ,��ii I - , . I . , . . I �, I I . I r, � . I . . . I � . I � . . I 1 I UNTIL A SMALLER SIZE IS SHOWN. �. . 300 NORTH PARK AVE. 11 � .. 1 , . .1 I NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND I . . . � I . PURPOSE FOR WHICH THEY WERE I �11 . _. I ,, �:`��,-,;,! 1. I . , , ," , . 1, � ,�i, � I. .. . , � . I I I . I � 1, . I I I I . . . . � � I i I I CONTACT: KEVIN L. TOLLIVER, PIE. I I APPURTENANCES. THE TESTS, SHALL BE IN ACCORDANCE WITH THE PROVISIONS . � I I . . . . PREPARED, REPRODUCTIONS, I � , ­�-, 1 , . " 1 t � � I � 11 � I � _­ , I . 1. I 1. I I 1, - - - - - - .4" PVC'SLEEVE I . - .. . - I I � . I PH: (407) 330-5639' FAX: (407) 330�5646 I . I � PLICABLE I . I I . � t . . I I � I CHANGES OR ASSIGNMENTS ARE . , ' " � "i , '. i ' �,_, , �, ,�;. . I . . . I . I I . - - - - - - . I . . . , . . , � � . . . I I I I PROHIBITED, � I 1. .!,:!. , ��lp- *1 I I. , . 11 ". I I . I I � N: I I . I . . I I .1 I I I . . . STORM CIT NGINEERING & PLANNING DEPARTMENT I DISINFECTION Or THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN . . . . I . I . . I I . .1 1, ,,, ,,, I ? , � . �,., '' . N ; I , I I . , I . .� . . . . I . : I . ---r'\- . PIOE-CROSSOVER � : I DRAINAGE . 300 NORTH PARK AVE. ACCORDANCE WITH AWWA C651 DISINFECTING WATER MAINS. SATISFACTORY I . . . . � . I . . . I . . I . I � I , I I ", . . ll� � � tr. ,, ,; I �'.,� f L : ,_ �, ., . . � " . 11 I ., 1. ,� . . . I I . " " I 11 I. . I . . I � I - . ,i . . I . �. � . SANFORD, ,FL 32771 � . . I - I BACTERIOLOGICAL TEST RESULTS SHALL, BE SUBMITTED TO ENGINEER PRIOR TO . I � . I . . : � I .11 I � t I � I I I I I . , , I . �. ,� " '' , I . :�t � "'. �;, I I , , I , I I �:­� I , . . � . . . . I I I . . . I _"'� ,.� . . . . I CONTACT: DAVID L, RICHARDS - . I I ­ . I . . . FINAL CERTIFICATION. � . I . I . . � � . I I I -, I I , "'. i 1, I �'. !� ,,, j .. " . . . I � ! � � . . , . I � I . � I . � . . j r2 I I ' PH: (407) 330-5652 FAX: (407) 330-5679 � . I . . I . I . I . . . . 11.1 .1 I '' I , . . . . , . I 01 I I I � I il . I � . - I I � I . . I I I : I � , VALVE ZONE NO. . 11 . I I . . I � I THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT 'THE ACTIVE EXISTING � . . � . . I., . I I . . _� .. I . t. �,.:,�,�i � 7. � �,:, . .i . I.1 "� lll,�.�'l J I - I � �, t� ­� , I ) . I I I I . I I . . . . . I I � . . � . . VALVE GPM 28.8 lz__ t " I . .1. I I I VALVE SIZ . STORIv. DRAINAGE ST. JOHNS RIVER WATER. MANAGEMENT DISTRICT � 975 KELLER ROAD . MAIN FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, AND 'THE . I � I I . � .11 I ,:,, I . I I I � I I .1 I � ­� -1:1 lll.) I �,,� " I I ., :i, � . "� !­ � � I I I . I . . I 'SPRINGS, I TESTING OF NEW MAIN, AS SPECIFIED IN AWWA C651 -92. I 1 i ,I, , I � �N� j, . ; !�.,, :,; I � i . I . , I 11 11 I I I � � I . � . . . ALTAMONTE FL� 32714 . . . � 1. I 1 � . . . I - ., .1 . : . .. ,I . . ,� d . ,i i , . I , . . .. � . � - ,� . _,�) I I I � I i . . � CONTACT: ROD PAKZADIAN . . � . . � I I . I I . . . . � I I N , I "'." "', : 1. I , . �l �'� ,,-' , I I I . I I . I . I . .� 1. . . I . ­� I., �. . I I I . PH: 1407).659-4a,45� FAX:, (407) 897-4354 I I . 1. . . . . . I . . . I � . . . I . I . � 1. I . . . . ,:, "i : � . . .1 � I ,,Z,!�, ; : I . �� , , , � I I . � - � . � _4�:� I BACKFLOW PREVENTER I PROJECT NO: 2002,0721 1 . . I �'. �. �. I � - ­ I ,.,." I I . . . I I . ; ;11"�t -4, ; , I ,,, i , , , � ',� , �. ',� , , . . � . � . . I . I . I ". . ___19__ I I .. . I . I . IRRIGATION METER � . . . - � ELECrR � I IC ,_FLORIDA POWER� &'.LIQHT, ,,,,, - , I I , , �' , . � . . I . I . I I I � . I � N -.Z, -, ! �', - . j. , , '"' ,. �,,;! ! � i�! - I �� I . I I I I � f '' � t . I I . . I . I I . . I � . . .2626 WEST STATE �ROAD r46�j � � I . I I ' ��� I I I I . I "I I . � I 1. . . � . . �',� � . I I.. 'I, " :: - . . . 1. . .. � . " � . I . . I I . - " 1. I . . . I . . - 't � .. . � � .SANFORD, FL.. 32771 ��­"'%,�* .. . , �, .. I I I � . � . �� �, " , � I . . .1, I . , I '' ., � . . ., � , � I . I I 11 � � . � ", ­ I I -, , , I , �,�i; ��, I -�,,� I I I . I . . . 1 . :1 I . � I . I , 1. I . � . I � - " 1� I I Fel , �:, �, . . . � ui: . . CONTROLLER LOCAT ION � . . 1. I ... I %­ ., �. . 11 ­­ :1 . :, '' I � � . i . I - � . � CONTACT: CHARLIE � J,9HNSON ;�, . , ,,'; I ,", . ., - I . . . . , I , - . I - I . I � 11 I I I I � . '. . . I .!, � : 11 . � I '"', - ,,, I I . I . , . I I -, ,: ,, . , " 1, � . I I I . I 11 �� . t, I . I , * I , .. I � `:", , . .,�'� ,- I �:w' �,,., , , .� I., .. I . � I � I � . I I . I . � I . . . . I I I ; . I . . 11 �. 11 I I . 1 . � I : I 11 . . � � � ." . .. '. 1 -1922 i;, FAX: . I . I I 1 -(407) 328- 1910 t- ', � , " �, �, ,,� .. , . .. PH: (407) �328 1 ". ,. . � '. .? I I . 11 . I I I I I I I , " I ..", , , I � . 1. . I I . � . � , �.� . . . .1, � -1 I I . I. . , . i�l 'I" I . 'I, .:i ,, � .1 , I.. . I I - , I I '' I ;I � � -.1, � �l . I I.. . 1, I I - I I . . , . ,�, ,,, , ­ � , -, , , , . � �� 1 � . �' 1''. I , . , . � , � . I . I . I �: t . � I . I.. I I I., I 11 . . I . . .. I . I 1 . � '0,1 .. I . . . I I I '', � I . I � lfl �. . . . I I 7 , , * , I I I . � � I I I . . RAIN SENSOR LOCATION , I I . . o I I . I I . . . I -1 1. . - 11, . .� I I I . . I � ., , I'. 1, ,,, I . �� I , I , " -.1 . I . 1. . I I �_ � � I . '', , TELEPHONE' 'BELLSOUTH `­ �, I . 1. . , '. I � . . . . - .1 . I I , . I . . I . , � I , I I _�� . - . , '' - I . I " , , , I I . � I . I I ., I . - " ". . � . I , ,�, I I , " ,; i�, '' .1.1 I I � I ,� �%, ,.":�'. I � I _ I I ;, ,:, 1, " � � , 11 � ., . I I ,�, . 1, , ,�, �, I - ,: � . �. , � �,: . I I � ,, 11.1 � t� - , 1. . - . I � ! �' ". � , I . '� ,-, - * ,,, " I . I . . .. .., ! _ I � . I I . I .. L �l I .. , .. .. � I , 1: I or 11 , I � - .. . ,� . � . I I ,11 , I ;j .� I I � ­ 1. . I . I .,. I . i . � . I I 1. � . I _�. I I 11 11 I I. - 132, COMMERCE'WAY '' . I I 1, I 1, I I '. 1. .1 � .1 I . . , � , � .: . � , I t . I il . I., .1 . � ; 1, .. I .1 I . I I .. I �l , ­ . 11 . ,:�,� I ,., i , , A�,,�,. �,j , " 1. I . I ,, I I � I :, i , ; . � . , '' I., . I . � I I I .1 � . � I � . � I I . . , I . I , . I ; , I I ,.�- , I I . � ,:, I I I �� � � I I I . I . 1!: 11 I I p I . I � 1, � . '' I I I I . � 'I" �, . . I I . I � I ni I I , ., . .. . . I � . I � ., . . � . I . . I I ,2 � * I I.. . I I. I I ONE NUMBER � I I . . - . I I ­ , 11 "I � ;, _: I 1;� q 11 �'. I- I ,, . I � I I . - I I I . � I'll' . I I . I 11, I I- 1.:�'_' i I 1.� SANFORD, FL I , " � 1 �32 1 1 � I I ,� , I � 7711 � I .; . I I . , ­ - I , I . . I 1. .. I �, "N . . I 11 I � 4 - :: � SCOTT r LORENZ . - :­ .11 CONTACT. .1 I . . . � , ]�q , , I . . I , I 11 , . . I I , . �`'_ - i I It � " I I I . . I � I . I I -1 . I I I I I � I I _. I I � . .; I .. I . I I I . I 't � -i . I . .., - .1, . � I . � I ­ __ . I I I . . � . � . � I . I - I . . I 11 I - � .., 11 yl _ , . '.. . ': I ,�17, "", ". "I I . , [ PROJECT NO: 2002,0721 1 . . , , ,�, , ,,it , �, � : . ; ;11"�t -4, ; , I ,,, i DATE: 05-07-03 . I I.. I I I . . . , 1, �i I . � I 11 " "i 1. �i,.,-'�,�, - " ,�j .1 ,:, ,, i, -�V; I I , . I I I . . I � I � 11, I . i. � I I I I " , , I , �:,,, ,". , , , � ,,.��,. � I -, ,ii'. �:. " I , . I 1. I . . . � . I .. 1, I I I , I . I - . . I . . ..'� I � N -.Z, -, ! �', - . j. , , '"' ,. �,,;! ! 1� , � , I . . ''. , , ., , I .1 I � � -, . I 1. ­ , 1� " �i I. - ,,_'�� . . I :.�,� � n'..,,.., ,�. �, ."ll, � _ N ,,�, , :.!�;,,��, ��,� I , r'n. 1, , """. I , . : �, � " '1� , - 1� I I . ,�i , r. � .''�,_­:' " iv,,. i'll ­�:" � I ", ,,..-. jlll.,, , ■ ■ ■ ■ CG -2 CONVENIENCE STORE t;l' 11 t'l It r r ✓ J i /It h r / It PAINT FACE OF CURB W/ YELLOW THERMOPLASTIC r- "FIRE LANE -NO PARKING" SIGN 4" WIDE, YELOW THERMOPLASTIC STRIPING. 4" WIDE, YELLOW THERMOPLASTIC LETTERING 10" SPACE BETWEEN STRIPING 'PAINT CURB FACE WITH THERMOPLASTIC. DO NOT PAINT CURB r�F FACE ANY FURTHER A_ i THAN FIRE LANE 'a y ff It FIRE LANE DETAIL It , , J ! r /,/ ; ,r A � f�+:" ,..,� t�'FJ �` f,:?� �,� -_.�_ %•� .✓ r -i f. i�1 ! T }} -r' ° �,, � ~`":•.., / �: ��� % silt_ / / J , 7 c� r _ / r RCP %� I �'�"r --. i �/ N i �` �?.,..„„1• r, _` r, , i,... .-.. Ci. J 1' % Ir I r-.. , . CG -2 I f / Final lnsp'' 6 ' ..__"._ F 'NVFr T 1.'.= P. r . i " 4 r DRUG STORE NTS l �� ... . r+7%' ; i"o, ('i✓/ / %t /� -} / j''"l /` �xr r 3='"`4_ +' s �Lrl �'1 L_\�.. / -.;`y 1p ��f�/ ' »{'+ /I�JJ ✓ JI, .�h,) ! '�►x. / 13 % " ` -, . _� - _ ' ( i/ *r \.YY tlr ,� ;`( 7�3 j'�P�`-;ii'�L%qtr:, y~' '-°'r»..._ •^ i r (IVC , r R15 r i �� I'r � 'i l /rr , '.� / i �^� ; 1 rq• ` \ � / o `-n: ��"'J ..,� t^ ND. I t w Ct , i . '� l � r� , I s /I { .._,\ / +� 1 ...- , (�, , ,•„ '�.� - .�„Ft •. t , � �, -..0 .i"' r � - ''„1.. ( i' - I - - / ADMINISTRATIVE' VARIANCE REQUEST: REDUCE Co BUFFER FROM 25' REQURED TO 20' IN THIS AREA f` Vlr // DUE TO SIDEWALK INSTALLATION. INCREASE LANDSCAPING PROPOSED (SEE SHEET LI) f,./ `/ �( (0. , r' It It 'A,5 /. �. �r, t/ r j' l 4�i � i". (,� .ham •/ o- ,' I PROPOSED Sj9EWALK BY OTHERS /, a tv 7 I JJ1 r , a 1 t r- + a t W J t� cn 17 ! 'Q /- r - N It 16 ! I i 20 SITE DIMENSION PIAN £ tbT W A s w 7 � i 1 .y,,�-' ,111 � 5 :?r•�.C, „ _-`.+�....� s 1,.. _ ' 9 _ D} D 16 r-. �'o r r -''— _ 3✓� 6 DR i� 1n t it , x ' 24' q/ ' BUILDING TIE 111=20' 7 / T 9. r / f r J / f / / �.: r / t F 17 t % 4 1 � /. / rf 64s' euILdiHc TIE -� S 89°54'47" W 389.63' D&Mf>c, 6" CoNc CURB f I! ■ I ■ 0 NORTH EXIS TING RUI;..C..I NC= 11 er 5,5' O 00 ACCESS TO OFF-SITE DUMPSTER FOR I NEIGHBORING PROPERTY Ov t> 0 SITE NOTES 4 F1 HANDICAP RAMP C4 [2 SIDEWALK RAMP 5 C4 31 WHEEL STOP (29 PLACES 6 C4 4a 6" CURB 7C4 a5 MONOLITHIC CURB AND SIDEWALK 8 r4 9 �6 CONCRETE WALK C4 7� CONCRETE WALK EXPANSION JOINTS AND SCORE MARKS 9 C4 18 ASPHALT PAVEMENT 10 C4 11 g� BOLLARD C4 10 CONCRETE PAVEMENT (SEE ARCHITECTURAL PLANS) • 11 "AMSOUTH BANK" POLE SIGN 12 DRAINAGE STRUCTURE (SEE SHEET C3) 13 SAWCUT AND REMOVE EXISTING CURBING FOR INSTALLATION OF NEW DRIVEWAY 14 LIGHT POLES (TYP.) NOTE: APPLICANT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH COLLECTION/SHREDDING OF BAGGED TRASH STORED IN WORKROOM 111. ■ CG -2 RETENTION POND ALL OFFSITE IMPROVEMENTS SHOWN ARE BASED ON DEVELOPER PLANS. CONTRACTOR (, 0R SHALL FIELD VERIFY CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ■ 1• REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE—SPECIFIC NOTES AND REQUIREMENTS. I CONSULTANT: 1 1 REVISIONS: NO. DATE REMARKS 1 07-09-03 CITY COMMENTS AMSOUTH BANK BR.FL.C,DN.4 3815 ORLANDO DR. SANFORD, FL � r COPYRIGHT © 2003 INTERPIAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2002.0721 DATE: 7-10-03 C1 'CHECKED. � K-- �1 [ MODIFIED: 07/11/03 16:17:4 J:\A-J\AMSOUTH\2002.0721\02721CI.DWG 1^=20` JOSRAM TRAFFIC CONTROL & SIGNAGE INTERPLAN 1 O HANDICAP PARKING AND STRIPING C4 ARCHITECTURE ENGINEERING 2 INTERIOR DESIGN 2 O HANDICAP SIGN (2 PLACES) C4 PROJECT MANAGEMENT 3 O3 PAVEMENT MARKINGS C4 AA 003420 CA 8660 O CROSSWALK STRIPING (FDOT INDEX 17346) O 4" WHITE (PAINT) 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 O 24" WHITE STOP BAR (PAINT) FX 407,629.9124 SEA : O 30" "STOP" SIGN (R1-1) O " DO NOT ENTER" SIGN (R5-1) 4" DOUBLE YELLOW O \ ,w 10 FIRE LANE PER CITY REQUIREMENT ,� .,. •. C1 ,vim .;:t,w ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM „ TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, ROBERT ZIEGENFUSS, P.E. FEDERAL HIGHWAY ADMINISTRATION, FL. REG. #56752 ■ ■ . SITE NOTES 4 F1 HANDICAP RAMP C4 [2 SIDEWALK RAMP 5 C4 31 WHEEL STOP (29 PLACES 6 C4 4a 6" CURB 7C4 a5 MONOLITHIC CURB AND SIDEWALK 8 r4 9 �6 CONCRETE WALK C4 7� CONCRETE WALK EXPANSION JOINTS AND SCORE MARKS 9 C4 18 ASPHALT PAVEMENT 10 C4 11 g� BOLLARD C4 10 CONCRETE PAVEMENT (SEE ARCHITECTURAL PLANS) • 11 "AMSOUTH BANK" POLE SIGN 12 DRAINAGE STRUCTURE (SEE SHEET C3) 13 SAWCUT AND REMOVE EXISTING CURBING FOR INSTALLATION OF NEW DRIVEWAY 14 LIGHT POLES (TYP.) NOTE: APPLICANT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH COLLECTION/SHREDDING OF BAGGED TRASH STORED IN WORKROOM 111. ■ CG -2 RETENTION POND ALL OFFSITE IMPROVEMENTS SHOWN ARE BASED ON DEVELOPER PLANS. CONTRACTOR (, 0R SHALL FIELD VERIFY CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ■ 1• REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE—SPECIFIC NOTES AND REQUIREMENTS. I CONSULTANT: 1 1 REVISIONS: NO. DATE REMARKS 1 07-09-03 CITY COMMENTS AMSOUTH BANK BR.FL.C,DN.4 3815 ORLANDO DR. SANFORD, FL � r COPYRIGHT © 2003 INTERPIAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, IPROJECT NO: 2002.0721 DATE: 7-10-03 C1 'CHECKED. � K-- �1 [ MODIFIED: 07/11/03 16:17:4 J:\A-J\AMSOUTH\2002.0721\02721CI.DWG 1^=20` JOSRAM - - - - - - --- - - - - - - . _j , - - 'i_. - . ,, ­ I __ , .; I I - , I I . I . . I , � , ,r , I , , , , , - " "' '�,,`,'��� - . I . -, ,,, , ,; --, , - I ' IF777777� - .. . - � ,�, I -, 11 � I � , , , " , � , , I � I , ,� ­� � P �. � I � 1, I , 11 - ,� , - � - , ,,'�' ,o, :1 , i -­ ", " , , , ': -, - � . . -�� - 11 -1 . . , , , . . , .�� , , , � , I I , - 4 , ,� �. � �, �t, " o�, ; I �, ,, ; -, "I , �l ., , I , I � - . I � I . I I , I � I . � �, - , "' , , I i' I . : �i �, �, 1. I , � . ��, , I - I . , 1 I - � , �� "I'll" 77 _­_ . '. , 1 , � I . . I � I I i . � I I , � I I i, I � , , ,. , . � I: ", � . L I � I I I �� r . I I I � , I , . .1 . I . � , , "� I 1; ,� � . I I I � , ., �, � '� �� , , " . � ,�' , ,�� . , , , :, � , " , - -.2r � �i� , , :�. ,I' �;'��, 'r ' �� � ", � � 1 �', I, � � li 11 I I , � I � . � . � � ;�', � -� , � � 11 I � I , � . , 'r I , , , , r,, : , � I I � I I , �. I . I - . . ,lj � � . 1 . , , r , � �' " �" " � �­l � . r __ � , . : I ' ' � , , r - , I,,� I . I '" , - �� � � � " , ill. � I . � . . I . I . . I I ,. , , , , , , . I . , , , , I � ,� I . � � rl � , . I I � � - , , � ,�, *, �, I 'i , 1 , , I I ,� I 1. " � . � , , ��,,, �, � , . I I - � � I � , , I I 11 . , . , I , , I I I I , �,, r , , ' ,, ', r I .. I � ,, , I r , . I . I I I I � k � " , , , , ,; I , ` �, ,�, � " , , "' , , I � c", � , . � � I , : , , , ,, , ,� , � . I , ; . , I I � I . I . ,. I � I � , ;, ] I , � " �'ll � ,� , � . � I I � �� � � � � , � , , . � , , , :_ � I � . - , , I I I . I I I I ': - , ; ; ;, , � 1, , , I ,� � � . , � I � � , i � ', , � , , I I I I � , . � , � , , � , . , . I r � , � I I � 4 � . , I I : . I . � . I � , , " , I I I , , : : � �. .. , ., , � , � : , , � � � , ,�, , I , . , , I I I . �, . , � 1, , �� , � .. SI I. � � : ,,' "r,,,_ I, . ., __ � , . , ' .� , ", ��: 'I, " , , ; , , , ,_.'� , , I :� � 7 . � I � , � � , , � � , � , . . . , � , , ; , � ,�� � ,�,!�, � - � , �-,, : !, � "! ", �:, � � � , , � , : ,�, � '� : 1 r ' , , : : . � i , , , I , � , , I I , , �l . 1, I I . � � I , � � , t , � , , , , � � " , , " , I*-, , "' , " : , � I � , , , , , �l I , � � � c � : , , � , � � � � I , , , , , , : , " % I � � ,� ; � I , , , I � - . l� � q - - T , , , : , , � � , . J. � , % � , 1 ,. I I : 1� 17 ; I " I � . � . ", , - I I " 14 � ',, , - - , � �, I I I , " , r'' '. r- , q , 7 1 �, , ,:, " , . ,, � � I ' , �7­. , , � , � . �'�­ , ',' ,,, I�_ - . . �%;­, '1� � - - , � __ , �) . , ; 1, , 1� � ,. . I . - ., ,; , ,; '' �, I �, , ,. ,� � . w . , I -, l_ � A: I ,�,, ,�r � '", � , -� ,_ , , , � , , �� , . � �` � " � , , , . , , I � , I '� ) � I � � 11 I I 1. � . , " ., - �'� - "I'll", '11"' " I -i - , . : � ' : � � : I ,.: , �' , " , �, , �_­ , 1, " . , � " I - ��' � , � ��, � ­7,-� , ,,- , , .,�, I I " , , ., �� � ,. '. . , � ,, " � ., I ,� 1�" , � , , '. , , ,,,, , "., A - I �, ��,, � � , � : �,� " : , ". , , , 'I� 'i� ":,"I'll", , , I,,- - � - , ., ,,,,,,, ! _11 , ; , � I I . . � , , :, ; � � ; ', . � �.� . I , - , . ; , I I " "� � � : , ���, � " V -, r,;,. ��,% , * , � I I I �. � " . , - � , , , , , " �, , , , , , � I � I I �l �' r� " � I � , � ., r , I ', , : I I , ;l � � :,� ,, , -� " , -, , � � �, : : � z: , � 1. ': , �, ,: , � . I � " I � � I � .. . ... -,- - , , , , : . ,,� , . , , � � , , � I , " , � 11 � , , I . I I I �!, � ;� [� !, ., , � � . I I I - : , � , � ' ' ' ` , � I � 11 I . � I � . . I , 1, 11 I , � r ,,,,.,,,, "".., '�, , �"i'�,.",,. _; - " -� � r, , . , , I � � � , I I I , , . I I , I 1 , , , 1 I �� I , I . , . r ,, � 11 . I I � I , _,� , ` , "" � � . . I . I ., I �i. ,! � � , I � , I , I , I I � . k ;� . �-. ; : ��, - , � , � . � � I I . I , , � k. , , , . , , I I I . , I I , , , -,., , , , , , ,,, , ; : , , :, , . - r , � I I I I , . , , r � , -� - � . � , � I ,: . I I ,,, I , : 7 � � � . . . I , . , , I � I , ,�� :� : � , � : , �� �. , � . :" ,. . �. , �� . ,, , �, I , I , , �, � � � � I � : � I � . I , � � � , ,� � . , ,,�� , - ' � ' ' �� Z' ' , 7 ", , I - " " ,� ; ; , � , � , , I � ,. . � 11 ,� ; i � � ll� � � , , � ,_ ,� 1, I , . , - , � , I r ' , I, , , , , ", . , . , � I �_ I - . � I �� , � " , � � . �l , � , , 1 � ,., , : �, I ., , , _� , , , ��, � " , I 1, : I r � , � , , , , ,, " ,� I 11 � I . � , , , � , I , I , . , . I : , . . I � I I . r . I I � , � � �� '� I � I - I � � ; �, I � :' , " : � , : � , � , � , .. ,� . ,� ;, . , , � � , , ( *,,'� ,. , � " � ., . � . ,� I I � ., I I 'r, , I � , � " � " : � � I I � r �, ' � , I I ,� , "I I .;� i e � � �lr-� ' , ;I '� , ; , . , � , i , , I � , , - , � , " '� ,'-:' ' "' , , i w I . I I I . . . r , � 1 : � �,,,� � , , ,� . I I , I , � I I I 1, � � . , ' . , , , , , , . A I , . I I I , � , e r 11 � � � � 11 1 � , �'� . , , , � , : , , : , � I I 4 ; . I , , . � , , , , , � , � I , , , � I , �, , I , � . I . � ,� � , , ; , ! , " � , I � � � �� I . � , . I � 2 1 1 � � , , , , , �' . � , �'l : � I " I � ' - 4 1 - - I � , " , , , , , ; . � " , � � � , � : , , I I I . : , . ,,, 4, ,; I , , I . , �� �, '�, � I , - � . , : � , r : � : , ' I.", - I , , , I � , . , , � , , I : I : -] 1, . � � � I , 1� � . I . I . I � .� . , I � . I � 1� � - " " - � � I , ;, , I 11 , , �'. � , ; 1 �, , , , � - �' , � , � , ; .� � , , : � I . -_ , , , , I I � . : 1 � . .1 , , � ; , '. , I 11 , � � , ,� ,� � , ': � . � , . I , . , , I - 1� � , � . I �, I I . I � � " r , , I . .: , , I I I � I I I . , � , , - � , 7 � � - � , , ' r, .. , , I � I , � � I � . . - � I , ' I' . , , . ' ; � r I - Y. , � ; � � .. , , , , , , � , - , . . I I � I I - � _. I - , , , - - : I .7f � � ___ ___ -T-1- � I I -11 � rr , ,. , , . , � , � I � ,� ,� ?-* � �' , , , , �� , , , 11 I : � � � I . , . I 1� I , I I 11 , I "� , 1: � , , r r , , I , , , ' : I , . � .�. �' , � . , , , . , , , , � � r 1. I t , ,,, , I a ;I . , � �- , � ,� � r� , � ,- . ,� � � � - �!'� , . � , , , , , , I . I , ,,, . Z , � ,, : I � :,, � !, ,� , , , � I ,, � , ,:, , 7 � . :: , ,, . . , . , , , , :, ; � � . . "� , ,�� , - , , : , I , �; I I � � .1 �­ .� I � I 1, . I " ) r , , o 1'� � I � � � I �, " 4, � � , � � , , � : �, � � �, � , - - . . . I . . - ---____, a � ' - ' -r _____ . , I , - � . I a - , � , , -, ;��, ,, , 1, , , . � : , " I I 1. " I " , I . r :� � � � . ." � , .�� � ", I; , I , , ��4 . '. : �.� , � ,, , . t� , � : I "I � I ,: . . I � . � I: I , ,� ,,� � � � � 1 1 , I I � � - - � , 11 '��_ . � �:i � ", ­'. I . I " I � - 8 - '.. . ,. .., I rrrrr , . 1, � � � , I . . I � ,�r I � " 1� � - I � 1. I I ,�! ,- I �.l I , - I , � , I %, ., � _ , r � � I . ,� , -I ". �,' :'.,, - I' I I � . -, : I I I � I 4 f, 0 � I � � Z;-.,:4 - - ­­ I . . __ i _ _.._.___ �l I I , I f . 1. I . . I I , 1. 11 , , . � . I . .1 . � I I - I , ,�,,' . . - __�.. ,, I ,, . � . I -__ _ . . . I " , � � � , . 4 � % , , i - N I . I , I , � "�� , * , ,; , I � - , . � ./, , . � , " i -­�,�'. :� � , _-II , I -41 ;f!'j . , It 0 .10 � , . , . . " t , , 1� r � : , I � r � I , � " 11 1� I � I I �11. � I , , ' -r , ' 1�1 � , I ,. ,r . - I . t r 4 4 1 , I . 1. � � , � , I , : :,. ,:, , . ,,, � , , , , � , , ! I I I . . � � , `, �, , ?, "� " . I � - ,� , , 1. , I" � I 1, - - � I / � � I I -[F�_� _ . , 1 1 1 i . � I i . � ., �. , , , � � - I I I � � 1, '� " , I : ,/ r � , ., ,�`,�, , ;k ,,, � , , , , � ,,� � I , � , � I � , , � � : I , ' I , ' r . � � � � I , ; , I . �� ,� , 'i , , � , ., , , , � 1, : . , I r � � , , I- . . � o,* , , , , , ' 'r ", , : . r , , , , ' ' � I , , . " , : , � -, ,: � I :, ; " � � I , , � I � - � I � , r . , I I I I R I I , . _ , ", , 11 I - .1 I .,- �� 4, " : , I .. I , : , - j , , , 1 : " 4 . , ---�.,';�' I ; , _ N f, . -_ - . . , , � � : I � , , I I , - , ! - , , , � , �, I �', , . , ­� , : ::'�� , , �. , . t. I - _ i � ? I ; I I , ., � �, . I - ; - v � � � =-----7 � "� �� , .a 11 � I � ,r � ," , ' , , ", y " , '1� . I I . , �_,/ , I , . / . � 77. 11 .. � L I .r, , .7 I . , li: .1 , , 1:, _ _� � ,,�,�,,,�,,: 'Uj 7 1 il-, .,� - , � , , : � , �, I " !�� " , ., ,� � , 'I I , I , I � , � � I , , , , . ., " . , , , , , , , , � r I ii;." - - . I �, I I 11 � , � : " e � � , � , j, ,I , � ", i� � � . , , � , � ' r , I . , , : . , - � � � I , , . t - . , .1 . � , , . . , , T, , . ,�' I , I � : - " r, � ' , I - , , . ,* I . I r ' � - � - ' ' .' ' ' .� �. ' ,� r I , , , , 7 , � __I , � I I . - . ,_ . f . I / , � � 4 I t . ' ' il � I �_ �� � - ., - � . . . 4, � d � j � I , . , ; : : , , , ; I . I � , . : ', A, I � , � 1. ': . . , " � : 'I., , � I I �� - I I � � : � I � . , ' : � 1 7� , � � I 1� , . 1,1 -, �� ,,,�. � - , � , , , �� , . ' � . �� �, , . �� . I , __ , � � . .. - . "__lt� j ,4 ! ,r ­ , . I - � � . , j L . . /_ . 1. . . � - " I i , : , � "� , , -,� , I : %�, ,,, � : � � I , . , " �� � : , � . I I ;, , . . I � , , I , , , I :. , � � , , - � I I . 1 I �, , � , � , � � I . , , I . , I " I �r,", / r , , ��-��'! , 4 � ,� , . , , ': : , , � , ; , ,. � , . I I'�, , , �� I - , , , �1, , , r I I-- I . . : � � , " ". 1, � � ,� , ': � I Ir , -, - . - , , � I �, I 4 I � " � I , . , , . � '. , I , " . , - , ! ,/ , , , I � v " I I � I - I I � � 11 , - � I � , I , I . , . I I I I . . bl � .. . � , � I . . - . , . , . , . .� � ,,, , IV ,,,* , (�� : - : �Z ,7, �;. .�� . . .. - . . . I . I , , " - �� ,.. , "�l , � i ,� I , , � , I � � , I , � I I , r , � � �- .,i� , , I � I � ", , , , " , , -, , 4 , , , ; , . . � / : / I I I / , 'r �, � : � I "�,�' ' r � � , , , I . I , I � I , : , , I � I I , �l I , ', , , � , , � . � ; " : . , � . , , I . , r , I � ; . I , _ � - , :, . Y i � , , , . , , % � I I I I - I I � " � , P � t . . � , , � , - , , � , ,, ` `I , , , � '� , k : , I , , , , , , � , I � , ­�� � I ;l � �� 1� 1� - : �.r �' . , ". � ,,, , " I �, , . ill. � , � I , , , 1. � I I , I I . I , , � , ��, r , , - , , . i N , � , AN . I . I , , li, , I � � I 11 I . I I I ­�, 1. ,�,, �" I , . b , I'll .il , ,-, - " , I ! _� 1. �r, I , ; . . . � � , I I � � � , , , I I , I , I I 1 4 � I . . I I ,� . � , I I . , � . , - � I . , I . % � � ' ,�', I . I . . � � '�, �_ � �. � . � '�j � '" '.,"�- , " � ." : 'r r ' ; , ., �. ,� �, , r � " - I / � h il I ­ . I , - , I I �, � I I I , � , - , : �� " , , , � : . : � �� ' ,� � 4 . : ,.� I ' I I . , , ,, , � � , f I r , '� 7 ��. I I ', � , I I � w � - , I � , - - � . - � , 1� .I,". - . 7 - `­,:�Z��,t_4. ­ . -1 . I i I , I , � r :- , ��,,� I , I � .. , : �'. . I . , , , I I � � � �. 1. . , I � � I ­ ' -'r, - I . � , , ­ . I , '�. ' � I . I � 1, A, � �, . , . , , 1 , I I . % . - I I � I r I , � . , I I r I 11 . I � I I - . I . 1. I ;! 1,� � � � ., I , � ., � I . � I � I 11 I t - .1 I - � . . I � '­ I . . I _. . ,I , 101 ; � , I , 1� I � I . � , �'fl I � I , ., , :�:� � ,, , - , I . I ; I I � I � � I � , , , , , . I , � I " t � / .", I � , I .� / . , . , . . . 1, I I , 1�,� , I ", - I I—- � . - . __ � , �1. I , � I ,,,,! .,,r, I I . I - � � , I I � � , , , . , . , � , , : � � . � ; , � I � � , , . . . � . , � ,. - , . , 11 � , � � , : , �, . . , , - , � ; �- , , � , . I I , � 7 r . r . , \ , I 7 - / i /, I ­ � 7' I __ - - I I 1, : I I � , � , i . . . �l I � . I I ; � :� �� ' : . � -11 $ �: , � , � . 1. 1, , 't I � I � , I I , , , I I ll� I I I - o ,# , , " , i � � 1,� _' . ,��, �' � � �, "', : , � I . ` � " r ` .' , ,?�,; . I , ." ,� . . I : , , � 4 , � � � � . � , . I ; ,� ���,, � . I � . , . � ', r , . � I ,­ . I . , . I I . , I , 1� . . � I � , � . , � , .. �', . , . , � � I 1. ." 1, � -� , , I I . � , I . , . � I I � , I ; 11 � I I � I I , . �, �, � , , , I, r �.� - % . I , I , , , , ,, ­,�, . �4 ,�' " - ' � I .: _ * , r , � I " . , - , __ � � I I I / , I - .-- . , ;.,:��. . � % - � ' I " , I I . , , : � , � I � L I , ? '. I , ". I . � ., ,, I .��, , , I I �� , , r , . I I 1 ,; q, I \ I I . I . I I I I I , I � � � . � : , 0 1 1 , I 11 1, , I , 1. , � ' .' �4 : ' . � r. . � ,� � I I - I I , - � � I I I I I � I I � I I . " 1� � \ . � / I � � I . , 1� , , ,:. '! .. , I . I , I , , I _� , I , � � , ,� I I I , : I I 1 ,4 : ., , , -.1- � � , , ; I- I - � - .. 1. - . . ., , : � 1� I I :, , I : 1 � I I 'j, , � �: � , .1 ��, - . I � I I . � 1, � , � � , ; ., , . � 4 I �, ; , , , � , � , , , I 11 1, 1 - � 11 ,� 1; ,� I � I 'I, . j '', I � , 'ARCHITECTUR o�.�g�, , , - . . .1 � , / � 4 ' I ' , . I 1, , - , , I� , J� I �; :: � - ` , , , . e , " , , � " -!�� .�-� , , � , , - �. - I , � ­­ � ­ _­._ __ r � � � , I i - . �. I __.: ­ . - '/ 1, , 1, I , - , . � t, � , � � , I I .1 . - , , � 4 j " � , " . .1 I I . I / � I � � I I" - � % , I I � , �� 1�1 I � � I �') I // �;�� � I It _- I . � ,� I . I � . , : I . . ". " � , r, � ,: , , , , �j , , � � . ,� , , , . ,r - .1 -li", , � I I I � , . �,.� ., -, � � m i , , ,, . " .� , , , ., , _A�_l / : � , , I , I f � � , , . , / � ��: ., ,�:, : , � I I , , , � I 7 � , �, � I � I . % : , . � i � : � / . I , , . :� . , " I I - � I.. � ,,, � " 4 ,�,, t ��, � I . I : � I I I , I I , , , �, I I .1 I I I I . I ;I ­ - . I I � I "I , '� I , - � _ ­., . .. . . . -4 1 -, . ', . i ­___� � I ) I—, .1 , I � I , ': I I I I "� . , :, ,� , ,I�', . i . . , � 2 . �, : . , lcr � , . � , , / I . �. ; 'i , � � I � � , � � , � I � , , I . `�' , , " � ­ I I . . � ? f " � . I - . I ­ , . ­ I ­ . " . , . ` ; ; , � . . � , � I , �, ,,� ',,r � : .,:,�, I � , , ' , " , ,�:r� . , ' , ' � , � 11 I I I I . , I . I , - I i . . , . , . . I 1 4 , . ,, ,.N . 'r , , . . � I 11 . � I ,�. ; ;I , . I . E I , 7 � '� , : � I I �� 4 i ;"" I . . / , ,� , '. ; : , , , -, I � �, ". , � � � . . I , - I I � �Z ; :_ ,:� -.-,, : � , A f r � , "I , " I . " � � , .. , I "I . . � I , I I I . . . I , /* :� �� , i I , ,,�� �: , ,, . 4 4 , , , _ .--,,Z�-. �:_�-' " . � . I . :� �% � , , , - , 11 I . . . ,�, . , , , � � I � - I I � 11 ,;: . , I I � , , - � I . � � I . , , I : I'll I .11, � � I " I � " I , ,� � I '. � , , I , , .r ' , I , " 1, ("�, '/,.1 I I- � I , , �l, , % , C � , '� I I r, , ., jf� !, I ,, , � - I I I � I I ­_ - �:-_,:_ - - I I 11. , i 1. ­ � �,,,�,,'�,'�, . 0, , 4 11 �, . � . � �, ,- ,_ . I . . , I . I I l � I I . � I ;l � - . � , I r . 11, 11 1, I I - '".. / . I � ' . � � , , I `�, I , � , . " - - I - ­_ ENGINEERIN 7" , ,� I � , 11 , I -1 . . � �, ,.� - � . � �,,�' I � I I I . , - - � k/ , � � - " ­ I' � �� 1 -,; -�' �, r � ' � I, � '. ­­ ­__ .I I � � � �,�,�,, , . I - I I , � I ''I � . lql , - I - . . 1. 1� , � , .1 _ " � .�.'� ' ; i-�� I 21 , , , � I . I � I I f �.� , �_�4, i � : �� w 1, . I - __ . ! ! I ... I 11 I � . � I , . b ,� r , I . A , , � ,, I � , . , . . � I �. 11 r , 1, � � I , I . , � - % ., %.',�� I � . ,_�l . I " ': I � I ". . . � � , , I . , - . - ` ' 4 ., I I t I i I I I . I ­­ - - ,­ '. ��) I ; : : %, I : ; � , '. I I , , . �, , , �� ",4,,: ' ' ' ' , �� r, � ' I � . , ; . � � " ' � ' � � I I I I . , � . ,� , - , , . � " . ,�., , � I I I . , I . , - I � I I /I � . � - :,. - I - . __ , I . I 1, � �ll - � . r . � . I I , , I I , I � I 1� � . , . I , . I � ­__ , . I , � � I � ) , ) ­_ � , ', r , q,� I I I , : , " , , , �r ' ,, I I I ; � , �� ,� - �' . : , ' � � 'r � I ' ,� ' 1 41 1 r r , , I . . . . ' ' ` , � r , , : , , , , , , , . ". � , ,� * * , r . �, . . ,, . I I - . � .,7, , _ I . I i i -I I - - -, I I ,f V- , �. r: ,��'l �' , w ���,� � :: � . . , , � r � . � ,� � � : : I / � If 1�: . I � � t .", f� ! :�,_ -A!, '., I , , I , ,� r,� _ � . , Ii! i I , - � � - . , I . : I ) I / I I , ! . I �11. - I i. I N" � - , � '� ;�' ' '!'- �" .' , �_ ­ , . I I � �� I . : , , " � ,- � I . 4 . , I I 1, , �� , , _ "��, , ­ j � � , . - , . ! � - , - , � : � j'., , � , . ,:' 1, I ,� � .1 , I :, "I , I I . I I I � � I "I , , , I ) , , , , I r I I , t I � , �, ; I . -,,, ,,, 4 1 1 - . , , I I ,� I 1 4 11 � . - """,� , -, " I I .4 . 1: I I . . , ,. " 1, I _� I ­ I j", , , k;i, I . ,-1 �) .- - ,�* ) t ,�; � i 1� '4,) INTERIOR. DESIGN, � , " I P �:'' - � , " ��, 1,�,�l I � I , � I . , � I I., I . / �_._l . -1-1 Al ( ­ ,I -J -- .1: , � r. I ., * � ��;�� . " .'r' � I ., � - . :11, ,_4��'� 1 ,. 1 I ,� . � � I ­ � " 0 ... I . ,:y . " I-' �o ,�­­A , I f/ ) , . . , `1�, , . � I . I *, 1, " I , , .1 I I , .-) 1, 7i `11­�ll , I / (�Q-, . � . ,-.- -.1'. " " - f � �11 I , - � I I I , 11 : . u � , " ,;, . � � I 1, I . I . I . � I � , , " 4�� � 11 I , , �� , � I , I , � � , ! , � j I � , � ; I � 1, . I I � � ( I , "!. ',,-,, � f 11 I i I , , --- - - - /,I � ­', I - � ; I - : " "I � � , . , , . 11 ( 11 I . I 1. , . , , . I I , I , � , � � , � � 1 , I ' r � ' '. ' ' I . � � -_ .. I . - . . � f I J, ! I . I I " m I . , I '� �, .� ,, I I I I � , , � . , _' �. .1 _ I I I 11 "� I .1 i - . . 1) , I I I , , � I � � I L �' '.I I , � I . �, , e � � � , , . � � I . , � , � . . , ,Q �l I , r . ��, . . . � - . I , , , I I � 1, ' ' . ' r I . I I - . ' ' . - I � . I I � , I : ,�F, . , I I . I � I . - - . ! � I � . I I I � � � - . � � �, I . . , / I I �� I , , � � . , - � , , � r I . . , , . I , , , , , IV , , � � � , � , . , I " , 4 1 1 . I � , I , , , : ���­.�, ". �� � � - - , , , I / i I ,�ll I I . � , � . , 7 1 � I r r I ., ll� . I � I - . '. / � " : " ,�r I , ( ,l , . ,. , .1 � . . " �, , I 11 ��. . I - - ,--- Ir I., , , - I 11 N. d , � 2 "'i � .11 i " I � A , �, : .1 . I , 'r , , , , `., , 1 * . �. I . �� / ,��, I . � - � " ' f ." ' ' ' /1', I - " ,� "." � � � . I i I � . : , , � �. ��'�l , , r�' �`� �l . , � . � . .� � I . . 11 , , " I I � ' ' 1� ­ 4 I , ; , '1� , ." � I., I .1 I ll,� ,l \ I � r I N I �� � . _. . , ­ . , .� I I , 1, . I . , ! ' �,�', I . " ` � -- ` ' 1 , , 1, � I I � . . �:�, - , I � , � I , , ., ,:, ." I �� .. � . 11 , �. I �l I I . / , - , rt" , , I I I I ""' - ­ ! � , � , � � � , � , �l I I �� / � �rl ,;, . /V , j, . k � I , I I r � '� "'� I 1 ,- \ I ,�­ I `� ;, �, I , '1� I ., I .� _� �,J� . , �� . I . � ­ , I I'' , - , '' .''. I _ I , 1��/ �. . . � � " AA : 1. . I 1, - ./"�, . �, - i ; � : , I � , � , � , I : - , I . , , .r I I � I -1 I , , I ,� , . 41 1 - . ;,I' 11 I ," 003420 ` 11 ,�l � . . I , , , " , , r � , � , � I I . I 11 I I /I , I .. * ,:� ,, -> ," , � .1 � ,,� " f, � � I'., \ 11 L i I ­'-) 11 I j ­ � It I� , . ,� �; 1 , ,; , - , , , I , I � 1. / � �), : - � I I I , -, "' _ . I , . - . I I . , �� � " I I ­�/ I I �� ��'� ,, , - I I. I � � , . r . , , , , (� I I I , i, �, � , � 7 � � �, ,� , I . 4 . I I � .1 .i", , : , - � : � � , I I � . , , � � , , , , � , , I : I I , , , , � � - , . � I ' 4' �' . I I . - I � � 1. - t , , , , , I I - � � 1�1 I , � � 1 , ,� � � I ) / � �1�1 -­ . � I I �� � � � , � , . . � � �, , ,"� : " , � � ,,, :1 ,� , , , �, ,", I I . I � . I I I �, � ", � , � I I I : / I C ,: , 1 , - , , � �� � I I ­ , - , i ,-. � . , I ;�."I'l ,� ; ,,,, � . r I I - �. � , , , I I " - ,-. . . . I �� I A .. , I - 401,_1 1 - � �" :1v , � * , _ _i�, L �'; � 1 � . . - , ­_ " - I. I ,_), _ E ENT � � r,� . . -,� I �,, . / � I .1 � . I ( " 4, � 4, , "Ib / _ � I / I ., . ­ , I ,� � I I . I . � , I ��': I 1. I / , � ­ i -, r -J - f :1 � . . I � -� ,'� ,*` : : , , I'll. j " I I I , ��. C, '! , . , - - - , , 1. \ _ - , � ��,,,,� .,�`,��:"_��,.,,',��; � . , � ,: , r ( ( .A� I / ,� , � , � I I , , , L I , I I � � I . I � i , . . " I , r , ,, , ; , � , , 4 f . f v� , ", I I � 2 , � � t � , I � , ,� � , �. f / I : 1/i�,_) 4 - - , , �� ECT' �MG . �, �� ,� �, . , , I , � .� - " , �i�,��`/,,�', , ,;;::ZZ=�� N: PROJ - , , r, ,"I , , 1, - I , � I � .'', r I I I . /: , . 1. ." - �, ,. b I , , 1_�� /\ " � / , ; I � ........ , I , I I ,I , , � , I , ,� � � I , I . * . I I I :� I � . . 2 . � I , . . � � . "I' I . . . I I I . r I I . ,�") , I � i , ��� I , . - , __ , - , , " , , � , � 1 / J � . , , , , � , , I , , I : �� , , / �� , I I I . ;, , / . - 1� � � .1 � � : - . I ( ,�;/ - � ,,,� ; , �, I ., I I I , , I / . . - - 1, I / 11 I , , , I . I I , I - . I , , � :1 I � . � I , :1 I , . " , 1 I . I I I . , . r I � , I . � I 1, , ,, , / . , ,�. � � I , I I .. - I ' I - s I (" : : � . I . - I- I � I I - � - I � !�� ; � I I . . I I , , � , �: ", , ., 'I ,� ` % I - i. � ..4 I 1, I . �l I , I � I I - , , I , � " : I , I � . , ,! f , � , - / / , / I � ,� . r F j' 7 " , "�rj.� - ," "i I I / . . . . :1 I / I ; i . i - ) 1* . � 1 , ", 1� - , - I �l I 11 I 11 I , , .. ,� � , , I , . . I . I I � 11 I I I / I ., , , . , �. . ,, . : � -_ . f ( i I . . . � , , , I I � 1. ,, '!�. � I I ­ I . )': ' r: ,, �'� ,� � "I �r' I � , I I I 1�- I' -) � I ", I .. i I '.,\ t �.,' . r CA 8, -�4 I . � , � ,,, �, , , I _ r, -1 t , I . � -� � 4 1, -1- - I ,. , ': . . , , ,r I 'Q 4 , .. ,66Q��,',',,� : �, , ,'., , , I ,�-,� , - , , , ,� , . . It � . , � . . / '� " 0 N .r ., - , - , ,,,� ! . . :1 I . , ,- , ,� , I ; . , I , , / , , , I . \ � : � * I _ . . , , Q ; 1, � .. ,. I . I , 4 , � ,: , I . I � � . I . 1 4' 1 I , � / r / I I I \ I It , I -, - ,�, " , I I I I - � �. \ I � . -� - - , i , � '. , ., I, . � . I I � , .1 , ,�,��f,� " � � I , , �� , � � ; ::, : , - I . I . I , : , � "I � � I I I � : I \ I I ! ; � ., N � � � - � . " I , r, ; '. �l 1, � , � % I I I � . � �! , � , , , I , , , , , r � I . � . I . . I I I . , , . , I I ) I I � ­;� , . : -< � , . ; ;l ; " , I . � \ (I ) / I k " � . ­ ­ - . � I , ,r � �,,) , ..l. .. I., v r . . .. � � 1 , " ,.�,,�,, *m I ' I � � . I . , � , I � , I '.I , 1% 'A I � . , . , , , � -_ , I r, ( , f , � ,- - , , -� � j� , , I, , , , �, � ,: " . . I , . � , , . I � I . - .C. _ , � I I � . ( , - I 4 , i . .� : - , - h , I ( C �l I , , I r � � , � I I , I I I , � - , ,,, � I I � I \ N , : , x " . - - . , ) o � I ,_ , ,��, , , , , �-; �;,,;',�, . , , � I I , , � r � I , � . / , . � I I .1 , � , � , -� ,., , ' ' r 11 , I � ,.� � I ,,� � :, � , '! � , 1, , I , - I � I � -1 I . 1, � , ,,\ _, , , I , � � � I I I � . � I I I I I ., , � , I � i, . � I � t . , � � ,� , , , � I I I I . � , I I � 1� � I ' ' , ' , � . � . . e . / -, I , , �, �- , " "I , , , - I I I . _/, - �., , I , , , , . \ �31 / \1 - I / . . ( � ) I 1, I - - 1- " f ) - I I I- i , - I . k I � IJ. � I � � � ,� ' � ...... ,,, , � , I , ; , i . .. I . , I 1� I .1, � ... I , � . I I . , , . I I ,�, ,� , , , " , I , , I i ; , ,.� � I 1�� 1, I , , ". � I 1'�,�: , . , r � , , . � � I , � , �:, I 1 4 . � I � � f, �� , , , , . I I � I I � � I � , I I 1, � � . . 1 7 �­ I '.",� I , � I I , � i I'll . . I . . I I . . � ,,,, N ? ; , I, , 1 � , (�, " 7 I I I 1 '4' - 1 ", -�� : ,� �';"'," � . I � , I , , I . ,�, � , � , I , � I '- I 4 f , I : � - � � I �': , ,� ,,�� i , , i 1, � ., . I . ,,� , . , . I . r - 4 � - � 1, 1.�"l r, , . ', . , \ - ! i - I I 'I( , i,p) � ". - i , �! . ­ - I i . I - I r' I , "��., , , . �, . . I . . . . � , -0 , , , , I I I I . � . , : ,� , .r . I ,, r ly� I I I .- , j , ­ ! � , 11 .! Ill �, % . !1� . _ -, , � .- I I ;­ p � - 9 ") J i� , r -, , * I I ,� � - ��,,, � I I I "', ; ,,, _ . , . , " , I I I � , __ - I I . , - , ­_ ­. I - . - , - , I .1 I .. . � . ;I �� � � , �' �, I 41� 1 . 1 i. , . � 11 � , : , 11 .11 , 1, I I , 'I'll, . � / I � / ' r � / . I " \ i ,� I I ! f . ,�, - 7 '� , , \ I / .'� , I r - , I I , �/�, ,, � � . �­l , . " I . ,; .1 I I I I � I I j �, . , � I � .1 ! : .� I I . I I I � � :,,, . ,� � -�'i ... . .. ! " " '. " " I � I I I ,� :: p, I �l � �:: / - I I - I I ; ,, " � / . I � 4 � \ __ . I i / / , � ; i , . � . I I - . , � \ 1 4 � ! ,'� � I . I . I �,�', '' ' �� _' �, I .1 �,?..4.��!,­ - I I I I �� " , � , , ': ,,, - �, �,­ 9 / 11 ; I - - I ' � I ' I -11 I I I . ,r ,",�., :,r � , r , � .,� , , I . . 1� I I � / / , . � ; �.. I _", , , 11 ;� " " , , \ , ,.-L" II � __ .� , ,� I i ! - 1. I.- I I i I . � k.e � . , 1' : " !",";:;�.� � " . � �,' ,,, A if , . , I � - I 1� . I ;j � "I. ", I f () - � IV,— -_-'-I ".,3 �;,."�, r � ,'; ,,- i�, , I I I I ! I � � .; J�") r. ` / � " . ', �, . I I I I 1, I � I ­".....- /"-�-, I I I ;� . \ _ i_. '. " FIRST F 99R, � , �,�:'�'ll - , . . , ' ' " . . , . �� �, ,�,.�­�:", - ,, / -�.� � ! , . ,,` 0, / � '�, ' ' ' � , " , , , , � � , � . . / , i I - I . I ,� � i ) I '; , " � . ,� � . � . ; I . - . OAD, I � � ; , , I I ':,. ' ' , � � � 'I ll.,�, 1� I . I .1 � � � . I � : ,�, �. ��.: - . '.." , ..,,�,,�, '1�11_1 ::-,. -.11 ...... I �j I � ,� - � , 1 933 LEE R i L , 1. I � . I 11 .. - . I ! -_ 1� - ' � � � �l ' ' . . �) t I I . , I " .� . : �l 44 t I .r ' I I . , I � I I I � , , . . I . I * � � < , I , , I , . . - , I ./ � . , . . , � I � , ; ,� , . '4 1 ) � � , 1. I I � � I I 1 . I �: .1 . I � �,l � , 1� I I - , ; ! t � ! / , � , I /V I - . .1 .. - - . ,:�:�. I : , , . � . - I � � I . , I . - I I I , . � � , � I . I � _; , _�, " r � . I . , , : I . , , ,, 4 1 / . , Y I . . � I , �,�- � _�- - , - . ; I i , . � I I " , . . , - e� � , I � I , Q) , , ,---- - -�_ ,` � ' - I ! - -Z- � >11 `-1, I " '. - - ! i /!" j ;' \� I , . I I ­ . t I. . I I � , I i- - - - , . I _ , � . I � - 1. I 1, '. " "I'll'! . ,� .� .1 �".. � t � 1 . �. I . r�, 1. � � -� / , , �, - �� , ., f �� 1; t� . I.. - 1. - � i I ORLANDO, FLORIDA '3281 0 �,: "'r ) , , I 1 �4, 'i , I I . I A - It r I - , �� ., ,-Z", ) , I I 1; I p � � J, -, " � ( i ­ I I I '�, I .1, -_1 ­ 11 I; . �.. _.'s / ". :. , " i 1, �� - , . � ­� , I I I . � � - ) - / , ; "i ". ." I 1� 4 . . - f, I ; I I . I ,, %11 !., I I . � �, I �. . I � I � . " , , I : , - . I i y , I � / � _ ./ . .. I "r , ,�- " , ,7,:.-;,_ "'ll"', " I I i \ � ,. .. . � __ , " � ! , I I I . 'r I I . - I I � I e �� , , / I . .1 # . j . - . -1 . I Y - . - . , t; 1� , 'i I . . ,. , I I - I , . "I -,'- I .:��­- I " �' , , . " "' 11 ? .1 , -�, I � - - ­- , I i 11 I I ( I I t f % I " - j � I ,_� i , - ) , .,,. �.4,)(;' , , .'r. , ' I , , I � . i ; :'? �� , 1, -, ., � I ,:��, I I I . / 4 1 , " ,�. )l , . � , I 11 I ., �l � , � , :L, I , I I 11 . 'li �. I . . I I I I I � I , , , I ,�, , � ". I , � '. - / ---'I\- - - - - � , , I - -_ . � . � - / I "'�l PH 40' ': �� , �, I � , I I . I ,., r, ' �-��.� /' , I I / , ; � I , / , , � - - .------ , r 11 / , . / " / , � . - ��;l "I I / I �� �o � .�? \ I _ii 11! ; ­ I , , � % � � � . 645.6006 "�� , . I , , ,:�., I I \ , .. I I / /J ,/ I -.,jjk,, ­ - � � - - - ... ; . f ­ - - I - �� I . �, � . I j I � , , :, , , ' ' ' " ' /I It / /� �; I - I / " , I ,,� , � � 1, -/_ - -, , , 1<1 I 1� , _'. k; , " 1, _ - ,. . - � ; I : 11 � I I I I " I .., ,,, � , , "" 9.9 9A ' ,� ,�,�,,�'f�, �q . � I � I ., I k . � -, ,,_,��, I " I I _ _ i ­. - 11, 11 , 1 i 11 I : .--.. ff� V, � -, I I L FX 407.62 _­ , � I 1. I I � I I I 11 21 t , , I � . I I I I .. r' � I I . .1, " 51, �-, - , _� � L�l ", __-, ...., - -1 I ,I i, f 'I ; I I , : . - ` ­ I . . ,' ., " , . � . 4' i � I / - . / t I I I I ,,f,,� -, � , - -1 1- . � . � I I . - - , t __ � - -f - " . , , � , ; � � 1: � , 71\ . r _,,�� � . 11 - , . � ,,� .,) � I ., .,'�A I , , . � � �. �4� 1 1 1 � � - _7 1 . - I � - -.1 tk� %-. . - " , . �,�.� �� ',�, '�' r ; .' , I , " � . I . � , ,\ ,,, . I I - ,,, , / , I .- .... '.. , ( "C , i. � . � I I " � ) i . / � , � 1 4 ' 'I 1, -," ' ��4, " - .�, . � "I �/ I / // ,. ( �, -fr, r� I , , �� . , I �­ .' /:�, ""�' ' ' / Q) 1�,,, / . , � ; I . r , ��l , ., r I � t .Qj 4,1 , , � I . I - I � I ) __ . I . . . I , - � I . I � I � I � . . . . ,. � q & � , �, , /I c, -, � � ., I . I " I ­ - . , i . i � 4 ,:� .� -. I - � -1 I --- � . -7--7-, -- I , , , , , I .� , r I � ., I : � I I I � � I , // I I . I / I 61 / � ( 11 � , , : � "" . - I � I . . I I ­­ _ , I ­. - , 'op,�� I . !; �, . ,i7 - � ".,- . - ' ' . . " - I � 1- - - - - I , I � i � I . . � , . I ;. - . , : , * I I I . , 1. . I I . I . " I I , "� � . � '. / I . . � < � - , ,,- - I I I -, /I I . , . . __.­ _ I " �, . � -.- : I , , �l j . �1, , ,� Y '.1""'? / , �. I i I . � � 4�,6 - _ - __ - . . - _/ . - I . I l, .�� , I . - �,,',,'. .j ., � .. � I I � A �,� . . .. _: . , 11 . . � "' " ",\ / : I - I I . -,I, , - .If � .. . ___ , r � ,. _____l I ­ , , ,� I 1. I 1� � � � . I , , , � , ,� ,� f, ��;: , I I / �.) . " IV � . / � I /. 0 � r . � / 04 I 4r) . � - - -14 - , �� I I � I � - I 1, I 11 . , - . - ! / ri / i I 0� -,�� r . - - I . I I . 1, , � I _L. . " , r ". I "'). � . � . I . .1 _'. __ I� I . � N / ,, I,r' - "-----' SEAL: . I 1: ;1� � I . 11; '.'�T 1 � . � . ,11"4 - , �!�3 . � I I I . `-e-�'.._ I � I -_ , I ­ 11 � I , I � I I , , . I I -, . _, - I ;, . / I . , , I I I I I/ , � / . ,, I --- _ I I _ . "I ,� : v'� , ll;.� . � � ll�l �,. I �. r� " � I , I I I I �,, . I I � I , I I ­ 1�.'i- , � 1'� I , , " .1 : v � I , / , I/ V / � I - 11 I ---,, - ­ - �. I 1 ­ - I; I le 11 'I _­ �' ,� � . 11 I !,. � ., , . . I I I 1, � / /I I . / :/ / ­,_ ', � < I , _,`_ 11 � � . . .- (0; . .;i. , _ I ; � I � I . � � / ."I /// � I �1. �� , / I/ / ( .1 , � I I *^71" . ""':.", I'. i , - , .1 - - � 'r ! - � I I - " 0 1. � 1 I 4 ( . .� i. , I/ , , // , 11 �/ " . 11 ,�? // � I - ( � . � , , � I ,r . � . .1 __-_l.'____ . ,,­�Iol .;, - � __ 11 I 1; . � � _ , . I I ; " � I I / . . ( I ) ., I , , . / / I , q. 17 . � . I I I I -, - ­­ . I , 4� , ,,.,� I , r, " , f, � I � � I , I . . ­ � I : / '. I � , ., . . - � ; I � , , , I ,� �� , . I I � - ' .' �' L � ' � � I I I It / I I I I . . , , N; I t � f I j , I I I , , - ­ � - I- - I I , �, I i ,� I � , , ' / , , e ( , , � � I - . r I � � __ - . . _ . I I ! ! ,�, '� l" , ,� ;, I I ,, , , 1 � -­.. * ; , , - �A ."I". �� ji 'e, ��, I I . I � � ,�, I � � � n � ' ' ' ;`p r- � , ,� �l ?)I � � � ,� 1 / 4 -, " , ,,, 6-? - : I . . , 11 I -,. , � I 11 f I , 0 �, I . I I I I :, � , , , - L � // 4, , , / ,�, #" e i! .) , , � / I � � 2� i . , I ,.�, , , , , , � I 1, I I . . . . �! � I ; ,,V�� I I I I I � I/ 11 I ,_ I I 4 � I " , . � � . . . . - - I t ! I � A - , , ` �r I 1� �� I , . , , / � ( 1, I , . I / I - I I I, : i ; f . I ,� . 'I'll I . . � I � I I � . I r / I I , �- I.- , � I . , �o Or ,, � ." / � I . I I I. . . � I � , r ,�'. :� 1� I ,� I ­� "', _,,'�.�� I � I I � I . I I I I � , / � . , 4 � I , . , - � - . i i ! I - - i . , . . . I TT71 �", . 1, , � , , I .. I : j , I t I 1 , I 1� , I . . , , I '� . I :rl � I , ` , : . , , . . � I I / I � � I r , . , , 11 . I � I I ; . I I i , I � , . , . f , . � I , / "I , . � I . 4 0 f . ) ' ' . , - r fj � I . , , ` - , - - - - i I I I I : 1��.� 1 ,7 � , , � , I , , I I . , � � I � I , , . " I I , ,I , I I , " , I I : , , �l - ��3 , ,� , 7 , , ., kq I � , I I I � � , , . / � . / 1. I - . , I I , I � . � i . 1 , , , ,� I / r : ,r ' ' . . I I , - � 'r , I �1, , , � -/­ � , - , I . ( I r f 'o, I . , � , I - - � � I � % . � I . I � � , , , � I I - , . , I , , , I , - - - -_ , I , , . , ,: I / I I , " \ I / , , , I . , . / . , , , )A " / I. . 11 . � � -_ . I . . I I , � I I 0 . / I � I I I I I : I I I I I I � " - I � ­ � I . - .", ,L,__) . � � 1, .7r 4 1 , - I , I I I / . q . � � � , . , � , � , - Z� _ I . : k" . , . I I , I , I If % /, L I I , . � I " . , I . � - �� I I I � , . , I � I �l I 0 I � � , I , , I I , I I ;� , 'li��, V - 1, , � � ,�� - I . � ,", , , , -, . . I I . I / , , , 0 - " � , , � ", � I I , , , , I . - - .. , - " � I � � ., I � I i / , I . , � - I I , 11 / . I , . �- � . . _ � � 11 11 . I I � , I I I I I . I I I" , � , I � I I % � I f , �. � / z / / , __ � � - . . . . . . . .. . . �, , ,. , - - ;j ,I ; ,� � / , III � I I , � � - / Il 1. � � , , , I �� I J, f I � v, I , : I I , � �, ,�, I I /I I I / " . , 1�' I . , 11 ., " I i . 11 I ,� c" I . r , I . � I . I , ,r 1, I ��`, 4.) . IA, � I , , �, ,t , � � I I I 1, I , , 11 I �� �', , � � I , , / -S, /I / I It I . 41 , � , . T - - I , - , I I ; I / ; � , �1� N'll - ", C,.e­ , .-� , ` , � I , r I I � I � �l , 1 I I , I I If / f I � - . . - r , , , I , , ,--- ­_ � . ,� '. . I ' r '� � I , �, � " ,� I I I I 1 i " ! I I I ? . � I 1 � I � I � " � , , , , , . I I . � I/ I . I � I �' , I r . ,� I . ,;" I , 1. I / � � Z_ , � -, I / I .. - I I . / , " ; . , � N / '� r -`-__, � . , , ,� - I ; ,I � . , , , 1� , "I , ,� 11 . ., , I . I . . i I / / I "(.\ I I r I � I \ I : I j 1 � I , , � , �� : , �. , r ' . ' r ,, ' ' I / I � � :��.�:'l , . I I . I ,� �11 I : r ; ;'� ,,r,..,,� ,, � � ,� " � - -; -, icr I I / . I " � . I I � � , I � / , . ! I � - '! 1 � f ; � , 1, � J� / . I , . I ,/, , , .. - � � �� ' , ,�,' ' , I I , , �,� - 1 ,,� �` �.," � ;, :',�,,� �� '�,� ;� - , I � I - L_ o� 1, � , i,% " . . � I I I I I 1 I � , - I . I I � , - � . , I .. , - - -,nv . � 11 . , . - . I I I ,� . . � , I �� I 11 . � I -,. 11 : 7 'y� ,I � I � . I :1 . 1� . � I I I I ,; ; ,( - -. : , , ,, , - , I I \ / - / ,,J I ' /rl , ' ,, � ' I . / I I , I . . , I , � . I I I I I . . / I I I I Z� I I � , ' "r ': I �P �, � I - I / , r'll ;" ) � / , , : , :� ": � '� rl I I � I � -1 . - - _./ . I I I f , t 4 � �� ,, � . ,,, . , r , " " . � � I 1 4 A, � I � _" � I I 1, ( " , . , ­ , . '�, �, � � : � , " , , , : , I / , Ili I ,.��4 ,,� - - , I � � . I � . ,� � I � � I I . 1 � I - � I I ) I I I :. ; - . I A� I , I '? � � �, '. , , " -,� " , - / , �;, ,� . ,, ;'�. � .� , �. ., ,� , I ��: 0 I I I , ,l I . . I , I , " , / , , . , , , I � I � I I / C)� �� : � i ., I , , I ( - / I - , /I � / I , .1 . . . , . , , , - ­ '_ -� . . . , , I : � I . I I , I I . t I Y r I I I 4f , I �, , I I 11 I .� I , , , � � , I I . . I I . I . I I t 11 , _q I �� � , " , �, - ,, : � , " ,. .�_� ­_ f � . i / , ; I . . . _ . , � . . ',`�,_ . , . , , � , �,' , , i � 1"',,�""', , ', ,. � , ,� , � I � , , , � . - , I I . . I � , �' , I I I I t I .1 I I � i 1. . ' ' �_ I �' �' L ��.;,'� '�11_ I , 11 � IN / , r - . , - - , I � / I / I � *�'� �k", , , � I I . - . I I . , � , I ., . I ,.�,, � , � , , I :,�< I , . I ; I i IZ / i � . , , 1, , , / I , . I I , w � , , k 11 I . � / N11, . I / I I �` �, , ­_ . , ;, . � , � , ; , . / ' I 1 7 1 1 1� . �, I , . � � , � ,"; � ;, I f� ": - .1 � � , I � ,� , . I I ` I . I A : I .'� ZI ��,; � - . I , � 1, . . I . I � , " , / - i � " � �, ,.. r r. - � ' r I � � ,7,�� �,, �,, 1.11 I , � . , -,I !'� ;,/I�, ,� ." . . I "" � � - ! � . I I I / , - L , . I / / � / , . - - , , /' , , , , , � .: . , I ., I 1, � , , � I , � � , , , '. - .,. ,� - , 4 , " i I 1* . I � I , � I I I I " "I �._ I . I I - r ,,,, �[ "I I. . , I j,rI �, . \/ " I � r : ul , �� , � , � ,� , I I I . 11 X It ,t , , / � I . . r , ' I I I � I / I , I 11-1 I // I I . I � � I : I I .r, i. I �": � , _', ,,, -., , r, I ,� �/ I � I � e �: , ,� , I f . I , A . - � , . ,,r 11 . I " �� , , , :1 I I - - r, . � 1, � , �,:l I (1) "' - , -- � " :;, � I 1, ) .. I . �'�,'�,�Ij L I , . � � I It I .k / ""'I'll", /I/ I I I . � . r I I r . _ , , I � ,�,�, , , ",, I ... " , . I : 1 , . ,,, , , , I , , , . / r / I . , , , " . I , " � ' ' : 1, i , ( 1 4 : � - . : - ,. I . " � i l/ ,�l If - , .. I � , . � . I / �_, i I � I 11 , ", , � .I , 1� � , , / , / I' L A I � , , ;I�, , , ., � " * p I � - f f ' - . - - ' L 'I . I , I I , , , ,,, I , r. � I -) I I I - . I , � , , , , `,� , , ,: ,� I ,,, i�', ., , � . (11 - � �: � 1 I I - 'I , L , , I � I � . .1 - I � , - S, PIE , , �i-�, �� � I � ) I ") / / � � q , � I . � �! � � , I ., : , ", '�' , , . , ,;" , ­­� , " I I � � I , , , r r � - / � * I I I �� I � '. , . / � I / /1, . . � �� , . I , , � . .1 .L . , I . i , I r y , I . , , - : :;; � � "'�: - �,-:.'� , , I '%. � I V . , �, r'.� , " � 11 Q, � . , .\ ,r Y��' / , , , / - . I , :, � . � `­ - 1, . / , - � - � � . / /(� I I , . � . r , A, I ,` I I , I :1 � . , 11 �,::."Q, :" �7', , . , ; I I `� I ) � I . � I I . � , � �' : I -�r . , I . 1 41 , � . " I I ;, : , . . 4 , ", �­ I . � . I 11! 1� I I I I ? , �l � C:x / : � I / / I v / . , �;� ,-1, I' 7 I , - . � "', I �. ROBERT ZI ,,,, � .1 . � . 1 , �1' v - . IL � "I _� , _ I I I I ,_� ,I t , ,% I � . �,,, �,'� - ��r'. " 11 11 � " "' t. �.! I - � " �r,�., " � I I � " ., , � �� - / 1� I , � ,­ I �, -1 �,�. t , �, ly: - � , "'. , I ,� I I I i I . i , , 1�. (:� i I ' ,� ,,, r, � ! I I / I � �� � j / I . � . I . I lr� f � .1 � I , I I � , � � I 4, , , I , , . . / / - / . � �i � , 11 � , � �, v ' - ; � � I . , , �� I . I � I I I. 11 ,/. . I I . ': I � . I It / 4 � " 4 , / t, � ," , - -­ I I I I I , " , I ,., I - , , , , r � ,. . , � . 1 4 � I I I r I � 'I ' .' .1, � , I" '� � I . " , � I I 11 � I I � � I � It I - � I (� t . I � I t , , I , ., . . r � � � , � 1 ." � , , I '. - I t I ' ' I : , � I , , � , � � I 11 . ; , � I . I � .1 - -1 / I � ,­�- - � I. I I � I I I , �, , , , �' r' � I , " ' , I I . I � ,,, , ; '� I � I � 1, I I � I I ; . � . : I I . '. r I , I I . I I !. I .. . � - � , , i- ,:, , ,� "I ? , " I . - . ;f I I , I". - . � - I , I "_ I I , ,,, I � . I , �_:, _ � � , I ll. % I . / . I i f I . I . i ; � , I I . , , ` ,� �' N 11 � , �',, ., . / . 11 , , r I I � I I , I I ,I � . � - I ,!� :; ,.,'�p'-i,,-,,j . L I , � , � .: - -1 I � I � I �l I � . � ., . I I . . f I I . � - ; I � . � � , . , , . , � , I , � ! , I - �, , V / . . . ., - I : r � , � I ) I I � FL, REG. #56752 ��, �,��", � , , I �.� i_� , /�, o)l � . . I � �, / ,, '� ,, r." ,\ ll!�,/ ""', � -q' - . 4 , , � - I , , I ; , . , �,, � I �/ � , r, . J, q � ll,��Z�,'_ / � I (,-v , 11, I \ ( - . I I 0 1 4, I �t - � �:!� 1. I ., 1"'i, '/ 11\ - I I " I __ , . - 6 .. _- / . � I I : / Q) I . r 1. ,,, , I . 1 4 1 ') ,,,, � ,�'r r -, : . - - I _. I , *1 i I ­_ � ! . I I., M - I I i . f 1. . i � I � . � I - :.' - ­), I I � ": �, �. CONSULTANT: � ,� r ,rl. I 1."�.j��! r ,� �� I" ­­_', I .. I - I . I I I I ,I ­ I I I �l � I . I �-, 1�1 . " i ­� _­­�j I I . . :l! .11 I . � 11 � ... 1� I., . 1 - I I 1: r'.1 ,lj / : j I I I 11 -, . I I ' ', , :1 ,:�"",�,,',� (' , - I ( I �., I � I -­� r -1 . I : , 0) -_ , ) -1 ; r - . - I _ '.1 I'� � I ,r' ,�, ': ' - ) I 1, __ I . I I , -, ; �­ , - . I �l I �� �, �11 * , , � I , I . , . , , /0 I , ) if ." � �, � %, , . -1 , 1\ ;f " " ; , 11, Ilq_ I , . , v I / � . I k I .�� 1 ­ , ) i I �'! 11 �� , r � .. . ,! / A , ,,, / - ,,�,/* " / )" � I , . . / ((',' � I _�,_ - ) ", � , , , � " � , I I I I 0 , I . - \ 14 / I , /, " , E , I I I . N , I :1, I �l I 11 ..... , , , ." , I I . " : ��' I , / , //y , E STING!CURBI�G I I , I I 1: � I I I . r . � / "I ,,�,;� , ,�, / I � --- I / / �. 11, �; , , � � " / - . I � , I , I I I 1� I � I I , il I ­ .1, I, � ; _ � ! 11 11 , I 'L - - - I . I , ��_j " � � � I I ,� , -1, / , '' %, ,,-, I , / ,-- . I - . ,,, ,,,� , 1; . � - A � . " ; � .. I - ,�,� - '1-t I , , i � I (f) 1! 1! -, I I I *. I I . . , 1. I � I / . / , I j / �:\. . 'r I "I ­ � /, "I" I I / I 1 �) It- - I � , , ,, I .11, " - I / , -1, I , /4'_ � I 11 � �BE'� AOVE ), ,.. ;/, �V� . - _ C �l - _ .� _ . 4, 1 . / , i , , . I � , I �li', 11 * q4l!1.11 ".�. t ,, - I \ _., I � . ,, ­�-� , I I I ! I t1l ; , '� , � " , � I I : fi ; ( I .1 , 1, � ' � � , , - , � � . � ,/ I I I . - I ., �, I , - -11 , ,,'/ - / 1. I 1� - , I . I ., ) I i, , ­. " � �\ i , . ;, '. - - , ,� 11 : I I ' r� �. L I I k_ . I I I 11 :, I - I , , I I . I I � . . , I , . I . . ',, , , r" ' I , ! I � I ! ".., "I" I I I . '1� , - _.�.� I i 11 (\\I ! , I , . 1: . ­ I I " L(*'ll -i I , . ., , I - I I - 1. , . I , , ,�. � , , I 11 .�� - , I . I . . . I I , � . . , I I , � I ( , ! " _ . , ,,� , L I I I .. . , . t' --o' I 1, I . I . I 1� , ) ', / 11 1, , I I !! , , � . . 1, � I . L I ", �,4 r - . '. I � I I I I : . . ,_, /// I � , \ . � ,v , 7 - �7�1 1 1 : , - �i f 1A , / , , : � �, � � � I .1 - I _ � - I I 1) 'r ( , I !�' i , I I _� I . - . ­ I I- .. ; I- � - - . - _ .- . ­ - . - -_ I - I . I I I - 11 ­ ­ - - . . -1 - -, - 4 _ , . ­ . I . I I .. I I / I � . , // . . I I / , � . I / I* \ / ­­-- ,%, Q - , 1� I , . I , " I I , �� � . � � , , ,; , � ' ;�` " , I '. I / , - � " " I 1, � � I � I . � I I , , ,�.� - 41, , , 1, I I I ." , � I I I , I - , . - 1�1, r / I � I IV I � � I - . UIM �­lr_, . , - / I , � , I I o` � . I /` " � / " / . . - , - � ,�/ I I -_ I *V.: -;;"". -_ I 14 15 I T, - , .. - � / I " , - � 1- , /,' � � i , 4 � '� I � , . I, , r'.) , , I 1� ,��') � , I ; / . , \ /;, ,*.' � � I;, : , . , / I I I ; � � pe", 6 I ') / " . , I 11 I . "� � " / ' � /, -/,' 1� / " " /, '. ,V , . . � , \ / // I , 1''kj , .�, / , , , : /�,, ,�l �r r . (TYP.) / - .-- ( I , �' � � -:: " ��,� - / � . , . / / Z.,;/ ... �', e , ,;� /�, . I . , i I .� -1 I , ' ';L: \7 / / I ____ , _1 I I - . , I . " I I , , ;_� , �.l . � � I I " I i /'F � I %. � �_ I � I I , f, ( . j::?',: � .. , ", . . _. .- " . . � � - -1. I � '� ' I;, I I lk �t '' t '_� I., � 1, ,� / ,�� I //� I 1 - I . �� I � I - - .- ,- - I— ­ - ­ - ­ .__� � � ,. - ­ 1-1_1� ,��. - - - . - � ­ I.. /, � ��, I- , i-; ! I '. I ,�,.�,,� 1�/ I "I ,�`, i2l -, _�, ­_ ­� - I- � -1 -_ ­ 1.7. ­__,�­. - ­­_­­� �­­; __� - --�l - ­_ 11-1 -- "'4,4- __ .­ -1 I ­.. .- _ ._­ t, , � 1. , � 1. I " I 0, , tj. , '. t_ .. � . _ - ,,; , � - :r �r , i � - . � .r _* 7 -_ 1. � . ", . . . 1. . . , . I ,� I . / I. I. I . - - � , , - -T , - .r � I , )/" � _;) I I � 1, I I. I , I I , _, . p , , �' ,m'�, , 1" , "`4 , ',,t . I .� I 1� I ", I � I I . . . � � , / r ' � il /,, /,: , �� ,� ,� 1 4 ­ , , , I � . . . I "I � I L , . I - - " - - A - - " - , " � . I \ I I . , I � - 111A Ij r � �, I I / � � i 4N, 1 1 �. . i � I I I I I , / . , � - I i If / I _ - � / I. . �, ,� , I . _.- I I I � I , ; -1 I'X.4 ". . ! - ) -1 I . . . � ; . t I . I " , - /_ ". - " - b . , � jl� - . "� , _,_­ - - " '� I � I � � 1� , . I . . I , t v �! , Y " , , - I I i - f .-� I 1\ . . , - I I . � , � . . *��' , , I I ; : . I � . I � `�l . - , / . � I I I / , " _/__ � ­.. ­, - �,- / , __ - I I ) I ! ) I , , , " � . . i �.� � _., , 11 ( " :�-,l I . , � I I / I . / , - , . - - - , . .. I I , � . '7--­�-­,-_.__/ , I I I " / - '�lf -I, ! , I . � I . 1 . If I �, , , I / -� I I , , ,7 3. "'OV / � � I . ; I 11 , 1 I I I - ' .- . ' - , � ' �l I I',' , I � 11 � , ., � . I �� - I I \ li . " t �( � I , . , � ,:, ;, . / 1, I � , � / " I . , 1, / / , , , - 1.1, -, I I - , , , � I L , . _� I I - i . . 11 I � , , � 'I � � '2 ", � " .I- � . , . � 11 I . ­ " I -,,� j " \ I.. i I ; �i I t, , " ��: . I �l � � : ,� , ": � .� � I , , / , . ". I , "t , _Z:�� /' , - I I I - --- - - - I I 'ZI , � ! i , I , . . I I I . � �f I I I 4 ) I I ,, / I / � , � "/ I , ,,�`Z-.: 7� � �,� :q�t � - � , " , I r. / ' . , I � 1 j � / - - I / - - , , - . � - / - �l - . - � I I . I I r I I / I � �, ,�� ,� t / / .. .. . , I e ��# I I r . I / I � ,; � " / , : / 111. ; � . _ . ., - ,. . � 1�_ 7 , I ;�lz I I � , � - -, " - - ..: I- -, . I , I I / I , I I \ . . I � , ,�i I - 11 . 1, . � � ,, . I / / . ), � �,,`,. - I � ,. t , I , 4_11 ? ,_­_.__.,/_�'__ � I I I r I � , .; , I . � I . � I . I I 6 -r- . '_ I � -:�g�­ j � . 5 roRm m W L E, I , , I � �'� /, - � , c / f - " I , 1* � j I , . I ,,, � I ; / . I I . I . . . �, . , " , �: - , . , . I . I _1 f - i I � �, 11 I V I . - ., �, :- , i . - , . I , , .. '. I \ \ I I ,I , : . 11 . I I 11 % / ,� ! I ,/1 ; I I 1 , � . "_ ; / � I I � . 1. . I 1.11 �, I , � 1, I . .. . I I � . , � I .�".. , . -, ,%,� , -1 'I , ) I , .- . .- - ­ .1 -1 I " I . , , � , . * � , , , ; � , � � , , I � 1� , , � , , I � I , I ,, I I � . , - " , I , � 6, , I I � I -7 , ol I . . ,�� "I/ 11 I - , . ,,, I � � �� �. I" , , "', .1 I I I- I . � , , "., ,/' , .r , � / 11 I _� __-� � �, --41T I r� . e. ! I I -! ,� 1. .1 , I . I ,, � � , �j ") " rop- r-- i� , , I I , I - . � , " f , " " . ;;wl, � , , .Iz- .1 - I ! I " , � - " ,I " G � �;; I , . 11 I . . - . , I ;i , , . � � ��, �� �,, 1, � .� zz� ,,:. , ,� -,172 i t 11 . -'_l.` 4 1 . : : r , I ,� � ,, .- ;, 'y , , I:r,4 , ; I ,� v , I � I �l r ' I wi . I I I � I "..: I � �� � 1 vuft; 4�,'j� 1 1 . I t , I " I I , I � � - I / I .1 �, - I -, w I 1, I , � * / / , ,[� .�� ;- � � , , , , , , - '-, I _; , 11 - ., � _t \ f I I , , ", , , , *.:,�l � , T!. t: � , � I I � I i . . . 1p 3 1 1 ; , , I !,- �',� 1! , ., ,,, �� . . . I I.." '? - I . 1� I ) I � ,., I I �� �� % , . F\ , , 1. . , - -) � i � I . :1 � � I I ,,, I / I " I , , I . . I r I . . (2 . � I I "', :"I. Il *�l I ," j . . : , ,� IJ '� , , , :" I , , 1� � 1. I I - / I *1 11 / . I , . , I j_ '. ', " ;�7"; 1 `�­ � ( . I I I I r i I , 1" 11 ; . � I ; . I . . " , ;�� P, !: 4 : � � ' , r I � I */ ", - ir lq I 1 - I / - j� " R GI p ), , .. �,, � . � _ . '\ " - , I , t , � ,7, , � I I I I . , - , - �, // -) I / , , �)` � , I � I/ � � �l ', � I I I I - / I . / / . , . / Y' ,# . I I , , " , , , , jj., r , , _ _�, - .. �. N", � - , , 1� : � ,/ � � ffilW, , ` ;,� - ";,) . . � ) / I I � . �' , '�'. - ��! / ,/ / ,/ , ---- �2-:-_f_ � / (`\4 " I , // . / . I . ,.;) i , i � ; - , , . " . . , I � ' ' .1 I . _\1 � , , I _ I - � ,� 4 ' ' r , - i I. , I , Y � ,� . . . 1 ' I I , - I I . I 1 I I I / I �f f,� I 11 I i I � .:,� I , - , I , - , "r ? 1�,, , ", . . I I I " . I _Z I I ! N I I �,� I I � ! ..... � r I I ll� 1 1; � I . k � i�T I � , . , . . I - - ((­ , . - 'r,__ - I I . I � 11 � �"'l' 4: "._' . Ji I I r ­ I I I � , ,�`,,: � f'-";,�,?,� 4i , �� - �", . I, E 1. `�N , r , - I I . I _ I � i , r� j , , � , I . --- I I I . I I � I , - R ,� , . � : - ; ", , " . , . r . , � t (I - 8 - I �. ,� " 1. .Z7 - , 11 V ,, " , I � r 11 -l"T 1. _ (, . - � ) - . ' ' , k . , . I . . f � . , . . �� I I , , � I I , ; 0 I . . . �, : I , .� . . ". I " ; �;i, �'��i�'.�11'111,?i , , , � � / / - . -- I I-, �., � I t I �E . � �, 4f \� , c , I - � I / ,,, I : � � j %% L I I - .0 � . / �) ' . ' "' I %';- I I I t ; , " ,� , � q . , I � / , . , li", � , . I ., 1") I I . J � : ,,-;) - � e, - I , , , , � I I 1. . � I I , .1 / /, �, / , I I- 4? 1 . . - -, _'.. , , S - - -, , 11.1 I ) �, I I :� , . � ,3 : �,;,;�,� �- � �,��,I, ! � , / I . I I ,,, , j- / � ! . I . I , , " .. 1 ! . . I I 1, , 0 . ­�, ! 1, I I � I � . , � ��,,! �� , . , .f � , .11, . y I , � I � � : t , I I :�,, , .`/ � " . I I I , . I I I �, I , , I I � I I I r f 4 , ?t � I - . . . / I I VA i -V 4 '-'- . ,,, ' I 1 / . Q I . I � I I I I I t " ; , � ") I . r_� I . I � I � I . �.. �� "� , I , , � , I �: , . It ,,r � . I (b_ /- -,,! c'-�`- - I ­- . / ' * ' ' I ' - - , " . , , `J---,�, - - ,��,,,,�,��r I ". , , . "":. :, � �, : , ) Lr , \ � ,�/ I I .11 . I / ,;,�; �_ !�) . 11 " �' I " f , _ (o � , I .1 I �l � r', I, . , . ;��, I , . " � I ,� - � � , I I � I- .11 . I , ., �� /? / I'�,�/ )t:' I - - , "'. ) I I ; - - , / � / \ _, I . �� , - . ­ , /// / . , ) �", 4 , , � / j ) / � I I I . N �z7z7-_-:_-_. .� - � � /'�� z '/"5 . 11 - . - I I I - , ( /, i1c 1� , : I 1 , , -7 ,I' � , , , //.__ , I , I ,. ,, - , , Ill,ft.% I � , 'A If) - it � " , � , I I I � � ::;�!/_/ ( f -, , . i I . � jr;e ",;/Fcp7 � � , , __ � 4 � .) � ,, � / � G A' - I . , � , I (� , - � I I / � I . I / , r -, , K' I I I ; \ I . I I / i . . " I � 1. I , , , , ,��",�k :� '. I I I I I � . � I / , . :; / . 11 ,__;�l , , , / I I " %, ' -I! A I ." - L, , / ."�l -t / --- ­. I , - I I � . - :- !-.,: - , , .- . ", � . . I � , I , I , V�'­,7­ �. �",/ / , / - I �! - . _r . I I 11, - 4 ,� t �', � ll�l . " , 01 � . , I i , � , ''I . C" I ,-_.,�,�, .., , E , 411-�� , I , I , , �l ./ P/ , � I� I , � , : � ' ' .4 - :1 ,� 1: / " 1, I � � ;,;,`��, "N , I . � I 1, . I I �_ . . �,� I � , I I � I -;C�ll - I _ � I . I I I . I P,�, '. ), __ _ I r_� I I I . I . �'l I I . 'r , I 11 , � � ; .1 ; ,� 11 , . . I I � � . I I r I ? , - . 1; I I I , , �� 11 , I / . : " , , '�', ; , , '^� I . . I I . _,�. 1, . , I I � , , " I . I .. . . � I " . I i � I" �1. ) -, � '_ f ; ! . . . , . , I . . I , . � , , � - , " �� � � , : I . . � b 'y ". I -: . . ;�� - � , , , I , . I * -.1-1 - - - - I - I I , � . � - .- �, i',t � �" �: � . ,, I , � w llr� t . I I �� If 119, L ,, , , , , I I I ,._:'_�l 0 � � �� - - , I I I I . r, - " I 11 _ 11 4 r I - - - , 7= ::== _- - � - - _ t I I � � I .. I , . i. � � " � , , "! � 1, '. . , .7" 1_-�' , , L / - , I ' I , � - / , ,�� I I- I , ,� , , ,. I . I :. '. .) " , .1 , �� , _.� 4zz -!-:, . . -, ,_ , , . 11 ,) , I ­-,.�, � ,.,.�, I 1. . . . - . , ' 1\ I , , , . / f I � 1,� , , , / _� I i . . . , , �., � 1, �,r / , ��..�', �.,, . , . , ` 1�11 / . I I / � - / � �_l 11 " . � . , - , I . , I �� . I � I I -L't I I I � , . I :1 � �11.1 '. " 4 , � . e /N- I, I/ I - t / - . . , - _ - , �11 �lf, � , "I � --: , , , '� �� �_�, � , , i , . " �� _� ! I I I � � I .1. I . I . " , -, , ..", . I I 4 , " 1_� i , . t � -.- - I � ­ . � - I ,.- � I I I . - - - , ; - I . I. � 1, 1. . I I , , r . L, I, � .,;t"" , r ll�� I ��, . I . I ".,", . 11 I r / I I I I � n� 1 / , .. � I . Ca�f ,::,: , _�: -_ Z_, - I I I! !.. I) . ­ � 4, . . ,��l I " " I - � � e .-4,T c� �� , > , - / � _ ", I / ,. / - ) _ . , , I �lil t "I � I � f I. I . I i . I 1-,. I I �. Ul p, .. " , I ,:�� � , 0, , . __ � :�� I ­ .. � ­ "': I , ­-T-:�:­ , � . C� ! i ! "..-I �.Tl_ ..., I . � i, .. . ,% I. , , ,,, , �� :�" .� ...... I. . , . � ;, "I " , , / I . . I , . I ,� ,�, I '' , . I . __ .. I I 1_� ,..! I " � io . � t. "'? ; 11 ,, L I �!. �. �� 1, , z ,,,�,�� li ! , �, , , *,', I . 4 1 . �l � - -.�,, / � � / , . . . . I . I ,, I / � F"f.� () , ":)/ (t" " I :�;�_ r,�' -_ , It ,p , . 1'r- "I . - I r I �! ") I ! ", . I :�, : �;4, ,,�, �,: v � , I - . I , : , � , I , , , . _ " I � ,,, '�� 0. . I 1*1 ; . - I" �, I ,� , , ',��% Ll - " , , I / - - t , F;. ) . REVISIONS: . , I . I - I ,. . I " � I 11 I I I , I . I < , C. - "' , , . I I I - - , f� , I � " . � I, " �l � , . , � �! � ,.� .. 4 1 . 'r ,� �:­ '. i , " , , -1 / . -3 I- / /, ' ) --tLB 4!"i 7' '..", lz�, 11 - I , - _ -_ _ 4. �� I " I , ; / ! � , � � " : I � ". I I - .. � . �. r-kiov; -_ -.* k; . , ,:� I , Ik - I '? " p*VG" I , 4 �: / I , :, ,, ,� I ()� t I , , ,./ �, .,�- - // - . � 11 I , , I _.- , _ I � I I . , � � . L� � I � / " c_ I I , , I . I - i� E P / i/ , � - ' ' ", , � 11 - ) " I , .. ... .. _1� c �l I') ..\_') // � , ", ' ' " " I I i 0v "I. �.,� , / T , *' I . i �­ - . . - I I I I r , � ' ,,, ,. ,Zz$­. (,- lt� I � - �T I ­ , 11 --- � � - , , , _ , . . - � . I ; � . � - - , 1. I � � I . � � , , � . , . � . ' . " / / - - , - , . -c , .- .- 1�1 _ : , . 11 1. - 1. I � , ". ,, ' I - " , 4 , ' I I ,�� --,,I U , , I 1 ;�471�/ '. ) I I i . " - - s I 'r , -W",�, I �R , ,� '! ,:., , I . p 11 I 1 /__ _ I.- �,`! � i , 'L." � � �,- � I � . ­ I I I I r I I , / ,, , I r ti, I . � I I . I . . f, -, "' " , * - _ NO. DATE ' � R EWRKS � � , : "I � 4 1 , , , ��,, 11 ,,, -�, ---z. , �i,.�7,, � . . 0 _ - _-, - .- V/� I I I - . , . I I , , .� I I I � , . . � i ­ - . r I ; - .. 1, ; - - . ,� I � I I L, , . I 1� I � - . - q . I I " . , - -_ Ir I .. � _11: I � � . , ,� ,. , c� � i'� I . _�_ - , � I I . I � , . I r � " ; . I I I � I � % I 1. 11 !, I- .1 I -­ I ___':� ­ I I I I . � � � . . , � ", u� . . � , . � . � � ) / I � I -_ "-/ ""'_ ___. ­­ . __ __ : : � iI.j . 1 7-09-03 , CITY COMMENTS,- ' : �,� ", � - I . I . ;, ! I I I - .. r �- 1. - , N -, , � - j I I I 1, I � ". 'I �. �.�,,,'r . I I I L\ I I I I ­ , . t . ,�_ -1 r I I " . , , , " - I I ,,, . . . �r � " I I . -, t ­ ll� � .- .,. I I I I I , I i � r 'r r . I , � I I � � I- -..-.- _ - � ­­ - * - - / . . I �! � , .", , �: �,;,j J 4, 1 , * . � I � � 11, � . . I I I/ I ­ /, 11 I f, I , I I , i;I . . V / . , /-� �--� , e`­'� . � ,j . ­- , - ,� . I . I I I I � . 11 , I "'; r , " � 4 .,,�,� , , � � , ­­ � .. :,�!�-�:: 1. I , � � ! ,, .1 � � 11, I 4 I w -, , , , . .@ I __ - 1.�, � � . .L' '� �r I I , I - / I � It" � �l I �� ) / / � I 11 � �.. I . . , . I p A' , ,,� /�, ­ � , � � , I 1� , , I I I -, ) - C �) Y / -_ ,�. - , 11 I ""c: - - -, - - - � . � I : I i 'i . I ,� , . : � " ,� k , � � I T / I c 1. I - , : � � I I , . I / L // I ,� - � . . � !I . . " �L 1 " :,.��/ j, I I ! . 11 .1 ,I, . I I f r , ---. , ! , � . , t ) I I , . � I I � I ,. , "...:1 -­ ,' , I . I . I ,� ! � I . I . , I � , 1". -�� - ,�_ . - 11 - 1, _ ,� �.. . ;, " -1- . , I - . , ,� .. I I � .. I /I I , - ' . I -cl I �, - �, -, � : I , I I . . I . � . I , , � , , I �N, � I .,7- . I f I I \� -�ll 11 , . - 7,_:�!� - . - - ! , , " - , , - - * - - 1. � / Ll- ( - ; __ " 1�1. I 1, j I � �l I I " . "." % � I , � �� . / I I I V - '. � .." 1-1 'V� , - g r\ /: I .- - , _. ; � I , , - ; . , . . -, � . , . " - ,:�� -_ I � " ,�� ­_ ".1, _ r - I � " I � " )1. ,­-� r '�_ - ,r! j I � t N... I , I ", J/ � 'I . I I $ 'y / ,-7 t , I .1� , I- - (,'//,��-,­-4 �'\_- . 11 -11, 019, 5/8 IR , - _� ,,, - � - 11 i� � , , . � I " / � 'I" � P , � � . _ ­ , ;, R. �-_ - _:": .- - I � :j , � , / 'U/.. / . __.". . It � - - A�! , ,/� .1 � . , " , - '� ,I- 1 " , r , . � I, I I . ­,- I . 11, I 1 a ,` � . � I, . � � �l � I /, ,' r : - ,:, I Y , , - , " / / , , .,."N" , " Y 4 - � L f3 I It I 4 �', / , - � ­_ - r)� f . "rim Ow.,(, , __­ -- - i ) I* I � , . �. , , , � / / /71 1 1115 ': , �, , I - , : ­,_ i � � � ,,�� ,,' I . ,� ". I , , /I , ) , � // , / I / f �., - 0,,��,, ( I " - 1�/ll - - , _1 / (/) -_ I / I , /_ 4I �� I - `�_ --�,-Z77.-�-_--_ .- ...,:--. " , ! ,-, , " �, t , , .�, "'. f-'- �_ i , : , �, . - ' r . / . - I 1� - I ­� "� . , I , - -, m . / - - �,-. T,,�vft'� .F�k- , � ,� 1� : �,�,. I t . , / , ("�'�: � %\ w � � // / , - ,� : ,,, � I I , - ; , , , I I � I I I I., , , � A . . I �, '� � " r , . . . . � , ( , - �_ " , : �, , ; ­ : , rr ; , , � -, ) 1, - I 4 A /5 -, , , " , , " I ..A I . / , -: "" / � j -, ,� . I I , ­. / f 1. ; I , , , I , 6 ,/ / / ! ( 1") I .� , . � �,_�? , , .,, , �. ,-. ) , I , _,� 1� I //// _., I � , , 1. ., N /I I . ,/ I ,/ I � ,� I , ; . \ _� I-, I . - I 11 .: � All I - _ .. . /:� ; .. 11 I - I I i ) 1. ,� / . .� - - : , I I -A/ I j, .A t (,4,)- I ;� /I /IV4 1 1 1 1 1 1 . � I I I ! , . I . � . :, , I , . Z; r� �\ . c / I �, - / *� -1 -, <�,�, , . - - I k-1 i I , � � I � I , ,, � I f .. "-/ - I - . , . " I , I I � /V Y; ,_'w'3 I � / I ;­,_ .9,,,� �_ , , ;�:- I ­ - ;'�­� ,- I . I - i It I - , - - . I I � . , - . I al �,' : , � . ;. , , , � lr.,�,,/ . I I , , I . _1 � , , :�, " - !�l -.1 ) 1, i I ­ 111- , I I ,i �, , -, .� � - , . 4 I / , , � . , � � r � � �L,:, � ;h, �, �, : � � I I � 1�1_` � ,: �,. "."') i , /.,, � / I . " � ",­� .� . , I � I , I - ., . , , I I � - " � / 4 :1 I I I I -.t-. �� - r " ­ --- , ;,; ­ .. , I . . I ; � � . � , , , , ; - :. , � ': � I �, ,,� � . .� 1-l", � :..% � ., .0 I I I p - -- - * � - - -- - . .. - - , , , �. " , z % i . � . " ; � ",, , I . li I , I . . , � � , , � r", :',',,,,� I , , I � , I I. I "IX - , _`llm LF -­ e-,) I �_�'_l " ,.5\";-��,�, , � ",� . / ­ . � . . ; 1, I � � ; , \1 ,� . � _ I I I X, , - �,.�"�,_ - If r F / , . *�, ­�_ . "' -, ) ,� I I �U_* ,-,I 11 - �'j - __ r, - _ , , "t ll�;,,. r �1, P � i _... � : I - , , : / - I /. . - , , / � I I I �. 4�','�, /./ ,� -1 -) G /TREES8, , ., � 1�_ r , , 'P r E - 1. . ! , . / E,XISTIN rR, (f �4 I" - r, Al- 11 � I . , � I � I . � I. � I � , 1. - l ,� �,.� I - il ­17�01, .. � ", ", 1� i I . ; I � � , , I . -Z '�-'lr -` I., �), 4 - -­ , \ � ... . ... I I - � . - . : I ; . . �i? 11 .. ! 4 '� ` , 11 I` 1. - � , ( $, ,/ f I . . j " � / , - -, � , / I I I - r � 11 . , 1-1 ��, , , . I I r � I � . '. ., � I " F I 11 / I b I// I ,() L I - ,�,,,� I - I I Al: I I �; � ., o . .� . I I 11 , I I � f . I P " ,� � , , ,� , �� I.- "I � -/ . - ,-Z,, I - -.1. .. I I I . I , . . -�� -A;e,,,. . . , 1- , " � ,,, , � ,:) I T . I I I . � I . I . ��_ t k I )/� `­ , R_ - . i . 41 1 . , I I : . - I I / � � f , . , -, - .� ; ij I 11 I . I 1, , I � :, "', I ,-,t, I , ­'.*-�� , . "' - ­-, I I I � . , , I , I I - I I , . � -, --V . , I I I I I 11 , v,i M , , . . I '­_- 6,c -r I � I I- 1.�!!(";­_ ,rj�'l - "�,_ - I I k;�'_ - _.- 1, 'I - . ! 11 . I I I r .;,::' ,�' " ,'�: , , . r � .) , / ." . / I'll, � 0 / r . �� '� I ;�, - I k, W" 7 y�.,I/ I! I 7, i /7 ',�. V /( _- . . /5�Veil-_ � `­ 4" r i , � , , , 11 1� '� 1, �.�j � r . I . / I '. _. I I , . � , � ,;;5-�_,,,��7/ - I - - �.*'Itl- �.*,_',., (,)(�;,_ _� � 11 - - .. I I, I � . ��,) � r I 1 , , .1 : ; � 1; �� � r �,t�`,� � I " , , . , - � , , , . 1, ,­ I . . I - I 1. '' 11 ,, �: ,,�, . , . I I 1, I # Ix �!:I,��,��- , _ - , .. .... I - � I , 11 . , . 1/14., 1, : "I / e / , , I I / I - ; � ,. , , - I , . ,; " I _ . ­ I I -;,.. . \ � I I . � � � , / I" .. * � , / _( ? --, , - , I - ---� , �,,:_,."��,� 1� � TO REMAIN (T IK,'.) . . . 11 I I I .": I I I I I'll I I , " ?�.',_., - I . , I, . � , "' ��,,? I - �l " . 1. . " � X� i I `�'417. " I . , �4� _:�Z�, �,,�, -;,, - I - I ��",i*o';'-"v ,,, . I I , k_� i I I � I I , - "/ ./.. I I - ". � , 1�1� ,e I , . _', 'l. 1�1'W - "I' ­.j -, ­.�., - ", ­ � - �,i .1 , � . ""'!L-1 :,." I I I I I I _Z��!..,_ I � - � , � , I: .�,��l ­ I . - _­ 1. 4 1 ; ��; - , � 11 ,:! �l �'�, � , I I I , � . . , I /N -, I . �`_ I I . -1, � . � I 11 . - -I- -1. . , � , � " ,�,,, . ' - '� I ;,,, I.,, ...... _ I �" 1.1, . I / _,r� I , I ,� I I I I I A �, , I , (�l 4 � . . . fl�, - , � I 1 ,;'�', ,�. I I .1 L- '� . . 11 , ! � �.rl' I" . , I _� t I I I i �l :! I , I , I . /�, I � , o '�---, .1 � . . � I , , , 1. . , . I I . . I � �l .�, '! "' . I � III. � I . I , , I �-- � � . . _��.,, .�� � � . . - i . , , , I 1. , I .� , �o - , " . I . . ., , , r - 4 . � j"/' ) --- � ­ . - _ 11 , " I i I ! " ��-�,,,��" I -, / . ; I ) I , � � , , n . �, I 11 I 11 . I I , - . , ...- . � I - ;l I " I ­, -1 , " - � , , . L 1,; 1� � I � , , I F � I" - , - � " , ) I - -j - , , .7 7 I , . 141 , , I I . / / . . � " . I ,� , , �, ' �) ("'� r �, � , .1 , , I I 1. I '. , I � i "'- 1 ,-%I, ­�­. . f�l' I ... - I I - 1. I ­_ �, I ! ,,,, , " I , 9 , . , . � , , " . :, � . , / I / 11 . I /// ' r .;' 4,j . --- ' " ,,,),-r .j 0 ; , ( '.. "�-'p J_ � - . " 1� � , ". , , � , , . , I r � � I _,, zj , i . " -, - . � ". -, _ !,..*A- i 11 11 ," I- , � . � - , I � A /0, // -rR I . I , � I -,- : -�, , r, I .., ­,_ . . � " , \ I 4' 1 / " '�� , , . ., " � 1, / I , / � I � , .. !, ,,� � � . ,r,) � , , , � . , f I I " � I . . I - /__ , I � , , , � , , / . , 0 1 1 1 � I / I , )4- ( - , I �, , � � I , / � / �', �; _r 0 < � . � , �- � ,; - V, I _�) , '.., -) , , / � � . 6 /7 - Z*- � � J �, � . A � I I . r , � ' � - L "' _ , 12 �l 1� , � , � - I " . �l � /. 'q I , \ , � I �� �, , " , � , . ­ � � � , , � , . . I I !;-� � � .. '.) , f. 0 I . 11 ,I . I ,\ I , " , t , r ) � - I I I I . :� � r.' � � ' ". ;� , � , � �; �;! , �� , ", I - I ), � ­� �l ", , ,­ I ; I ) I , : , " , I, . , � ��-> �,, I � m , , I " 1. . .- , '. I o : , . , _ ­ip _ I ,� I I 1 I . " 11 , � . I � � - - � - �, : I I , - ,- - . I ", t- " � ­ - I I I . , I � " , I . - - , it I A., � �, , ,� I" I �� , L' I I I � , . I . I I - I ) i.�' . t �,/* , p t� �i I I : ) . . ,:, I ; �� , ,, r - - - - )� , 1� , ". - 11 �_ - f I . � ) , ; I., I r � ��I� . � 11 , - r , ". I - ,'-',:,�-,��:� . : , I ��, ,`�l - , "7_��f . . I " I � � ',4-,4,., 1 � " z ,x � , " . I I / I , . I � - �, , I , .1 - . 11 . 1 ., , , " " . , � I , j . - , , '' - -1 1. � � I i . � " I t; , : z , /V //. � :, - � , /I IN / i r � ; I , � ,' "..� I I. , � ...... , , I I '* L - , I I'.). -� .c. - , , I " �;� � � ,, ." , , / I _� � /� / . ... . 1. 6 L_ ,,, , " 0 iqo :t,�;� � / � . v . , � .; , , I ; ,; I / / .. .) , � , " I , � I I R E I ::� ;7 1 1 , . 4, � , , , , . . , I . .m . � . I I 1� : . . '�_lr . , I I 1\ s I.. I- �.j�- _,Z,�-` , ; 1 ��, " � ,:,� , � , . , , z I I , I , . I . I I I � - I I I I ,, - . I � . . I . , . - I , I . - - � , � � . . � I . , - ,�� �1, �1,, , , ,�q I . - , . , - '. . * -_-1 :_ _%Z; 11 .0.1 I . _� , I � I , � , I � 1. '! � ��l , `_,��": �i I, I " � I I '. - - ­_;�P.Z:­ 1 4. 1# , 1 1 �lr I , 1 , / � I , , � , . . . I .. .. ­_ . I - � , �, T� I 1. . �11�: , 1, / , , ,i � I � �."/ � -1, � / . ; / � I 11 / , ". 1: 11 , , " , . , . , li - , I I , / , � , , , ,,� I . " �� , " . I I I / '' 11". � , . �' �� ., ,� � / r / . �' �i �, � �' I � '� 1 . �4 I � -, � I I I , , , . , � , , / , , I ,( 4 1 1 ,�/ I , r � , '. � � � E - � - --'z ..... / , .� IV , " ; � . . : I � I , , , I /,," i , - , h �,'�' ­ , � , , I , , � I . , . , / , b . 1;�j � I /hIt. // .". Y; . I / � : -, I � - I � � - � , 3 , , v _ - A , I , I _` / � " . , . 1, I , � , , . , � .� � 1�4II I / � , �� I . " , , , , . , � . � . , /, , , , , . , ... f , , r. , , I ; , I , 4 , , I " : : , / ,.,r , - , ,, , , , �, , � , , , � �, , . . - /,,- , . 1, , � �l �� ` / � . -, CONCRETE �;`, . s "". ;�, �, .__ ." It_ _1 /;, " ,!,�;� I I . , , , '. I � , '. I . � . .J , . r ' ,� . _', , � ,� , -I- '...- ., .. �z ­.. " 7- - -: - - '. 'i i . .1 . I . I , , � "�� �1',, � I I I I � i� Rp . _:�.,:�,� - 1 I �, , '' I 1 . :"�, � ,!��! �,�� �?�. .. I � �il - I. I V(�_]�-�Xj lk� -,,.,. : ­__ , .r) _k / 'If ; ! , , r I I � I I . I " I , I 1� � i_ /1� " �/ ,� 1. 1��4 ' �� I I I . I , (_3, * 1, '� � . I I - `1 7. - ; LF ,. ., I I . I I ��l 1�_: , -.-'�' ­ .f _. , , , I'll-- I 11 I . I r ,, � . ". ,,r' I . . L ,I X, � CP , ", "r _�� r i'l I I � I r / , . ,.� " I . I � 1. "L � � . I I 1, '? I , I , . ,2 � � .'r � , . � lf.� ­.- , -1 I ; � I 11 . .1 . 1 � . , '' , 'j , / I �, I .-I . , " I; I I i r .""I , � - , h f - 44.1)". 1 ,� "� , . r I � � , ,� � ." 11 ,. �., . I I - I ­`__-__. �_.­ I � . - * � I . :j r ), ; . I I - m � .: ": ;, '' I �: , � 1..� , I .:� :: r , , . . / '� I I � � . " I I.- �.' I " 'r, � , �, � ":­ ,, I ' t_ ­­ -1; � ,7, I - _''. ll� � � I I � "I 1�,,��i __; ,TO: B E'�L R , � 0 , -4 � :_ :,�.-��,�_,_ , - I _'� / . /­,� . � I / : /. / . ��) '�'- ��Mo�' _:�_ , . I I I , , . ­� I / /'.*, � r ' '. � E ,, , G _.- --.-,r..,. - Is .�,lil�l �� /, �� , " -- , , . � - �, 1'� � / / I I/ / , , ._Q �`­."..'- � : . , , I t , I � , , r "") �. " L " , 11 . ( � , " , � .,, I I .11 � 11, . , r r",, 1. 1, __ __ . , - 1 11 I , � �, ­� -1 � , I ; � �3,�, . 7 " �- ,� I 1. I 11 I - " , I . I I . � , , I - 5 , t�'. -71 � " , _­�­ . . � _____ ­ ­ ;:_�� '�!- ,Z.�- , - ,�'� ,,, I-) I � : ) /-� , ,;, I " ", ; , � .� .. I , n,/,-, - - "), � i I ,, " �, I . , ,, " � .,.""t - , I �� , I - , �l I . �� � 7 4 1, I .1 � / I I., � � �- 4 4 I .,,� I " i,�; �, . I I , r , I I , � .;! �� � ;, � " 2 , , , , , . -, - I � ) t " - I; r �, I � � . I . - , I 'K � ( 1") � . , I -!� � ", / , � / " , I . .1 , . ,� - , � �.!. "r I I_. 509 `­­­ . , 1 '34 J "I' , , � _.- - � '.., " � L, / , ___­ 'I.-- - ,,�,-.��*.-. 1 J & " -�. .,,,,, I , -, � / r I / , I /� . I IN, x ­ - . . , . 1:1 , � 1.1 o', , ,� . . _.__ '(�,E��-,:��,­,'%',;,­_:7. '! I - - ­ i; y I i , I �� 1� .' ' I � - �- ,,, ("11 I A� I . I . I I . : � I � �" I " I , ? \ I I _ � I L F 1 7�1,: , '' I ., // , ,,.,,, , . I ! j" I I j, 1 4' , . - , . �, - 11. . - I " ., _r I I "I"... _ ,__ - " � I " � 11, I , . , , ��� I :, . -, , � � , 1. � . I I 1. . � I I --;-_,__,�._ . _,��4v��.: p 'l-,":,l�/ I4 �1�, ,� � \:! . I 11 dvl� '­"'.",.�i I I I ' r ! . � - '41 . , , I � � , I , 11 . � '�!_ 1- - * - - I - I I ... , il I ;�� . i " .1, I , j ,,. r _ I , , , I , .1 , , , . -1-11 I I, - I � 1, 1� ,. .1 I 11 , � ,,r ( . � , . -,\ , , I � . � � : ,, , . � I , I r, I / I , 1-1 � k, I - . � r I � , A I __ - ­ , , ? I I . , /�/ 4 . . I '( , , � , ,, 4 :. ," " ,� ,-\ :g .,., - -_ �'.�"­ _­ ! I � I I I ) , [j I e)�­ // . / / I // . , !! I � 11 ;��/ 1) J`/ ..,-) . � � 4/6 , , :., : I � "I" �'­ �­ :�,_ I ..., . c�'Aei ' _v , I � . I � . I I � / . r ' : , 4 I 11 / , , , � . I , ( . , � � - 11 ,I I ." ,� .- � � I . ; I I _. `I_ -_ .., , , - ­ "`1.1 1'� ­_ - ­ i'l I I _1 . ; , ! ,.��, I I I . I . y i . I , � I , . , , . I � I h - ,� I " , , 1 I j . � , " , _ I I I � li I . I J � ... I I I - --- 1.0, � - ; u ! .... - - . . I I �' . j - , ; - l'i" ,� , �'tl ?,fI;' � t,� � , I - . I I �:llli'._l ' . I � � 4 , I �N � :� , :� ,�L, 'I . ­ , I - " " '"'. -".- ll ?; I I I ).. c . . I I �:� . I I � I . �� j "j: , - .",L, ' ' . I I " I I I r 1. - _ ; 1. . � I , - . � , . ,l � '. , I I . I 1, ,:i I 'j, �­( '. ,,, � I , � ", � � , I !; _� , I I .,� I . . - 1, . I ,.� j - - . I / , gl �. ; ,�,�q, -.,I � . I . I � , I I 1. 1: I --, , , I , I � - 1 '511 , � __ . ____.... ­ _::�p , .,- . - ; ,­ " ,,,-,, "', - . I ,;� �, .. . I I . I , .: . ,!, �� :�';� " � " "','I . I �tj� r7 :� , � I . .. . . _ -�.� k � I I �,r-ri 1 P I . <� ,,, �51 6 "' ' , � - 1, ,. . I QNJ_ k I I" , 'r� 51 3 - . I . _111m I , I I / li r' ": ") ", ,� I I , " �, , ,:, r / I , / I I / If 1 . , 1, I . �l 1, I . < i ,, � .1 ;� . :'. I-V 14 , , n '7� 'I ­i� � r-_,� u INIT , � ............ . . ". 1��­ '� ' � ,�, 1. ., , I I -, .- �� . 6 � I , I . / (� . �� ." , ( j I . � , I ! . ' �;",` 5 1 , , - ­�__ .. � ". - � � ..... . � ­_­­ - I 1j. �­. _ , i , i $ ( , :: � , �, , , ,�..� , � / . ,. "� ,� I " - �( � , v - , - ';.'�',.,.�7',",..,.,_. .1 - z - _ � i , �� �11 , J Ih I , (I - ­' --,--- "' " , , , / / t � -- _ , ,-.- I 1��­`,`:' r' "' �'l /tt // / - 2" ' � , _ - �� A i I .- I i AF � 1 4 ) .� , I - I ": - � , , . � /, " I - - '! . - , � , , " ", , ( I ( . I / I , � . , � . , � I . � . I - - - �,., , : � I , � I I", I '_ .. t , ", I / 1. /I 1 114�" 1 , , , ) . . 6�3 419 1, - ,�� r�;!' , �� � I - __�_' t Q I- Ft I �� ,� 1, . 1. ,� � I I � I . , , I., 11 I , . I 11 .- I a I. 1 , ',� I I �, r , , I , I , �, � �, , � / 4 1 , V �r � yt . , I _x I _ _ � f -, ,,, . :j . I t I// - ". , / , 1�� , -_ , " I . . I I , ". , �� I , I . . r� I . I , . I . � ,, L . _a/ - � , , . ,. . � I "I . " I -, , - r' ,L �, �l 1. ), 11 . . � . ;�� . , , �� � , . � I . \ , , I �11 " � 11 I - / �,. , - I . I, - , ': '� � �l * . , , ,� , I I � I I I � I ___ � . - - _ _ I .11 I - � , __ 11 i \1 I ! - I , . ,� , ";,�,� - , , , , . . 2 , 1, � �. ,� � I - ("j, / 4 / ' 'L -,7 . . I (: 11 - -_ 1. �,', ":) - , . I . .1 , I i , A "r '1� � ; .. � I - / �4, : I I , I I ; / ' 1 ': , , , ') � I - 1- � �7 p_.. .. ,��. ­ - I � I , . " . 1. I � , , - , . � 4 1 . q 557 ­­­ I " " , _, 11 I : !�7.1,��, i I �A , t , - . . . ei Cj,,� /I 418 -1 ? --\ , � _ ..4 , . I ." -_ -=. ; �. r I I I .� � , I r . . I I I , " , 1. ­'. 1, I .1 - , .,. 11. - � __� . .1 , I . I I I � "llq. ; .!�� ��j �,�. . I I I I I I - I f , , - I ­�, � . . , !/" / .,� , , I I I � ,� 1, I , - - �1, i " . ,k , r' I TO , I j- � � - -1- . ".. - - _ .. . I . 1. , I, I . // � ; � ,;. /. I / �, , 1� �l I , , " r I � 11 . ,,,, """, " �� " , " t ) 'I I., i - , "' - I— �7: ... .­ _ . , 11 / �l , ", �J� " �" ' ­� ",:r _ , _ , I � I I , I I ; -:1 // � Ak �, . , I I , . : . �, - ( , �1. " , , , . . '.1 I ' , ) I � . � I I I � , , � : � � I � " . - - I t, I , I I � 11: , � , . ,� I 4 � , � . 11 I I ,. �, , ' � , %., I , 1� . -, � [): <- - 11 f . I 11 I I'll, .. � . � � � . 4 1 � ., I - I -I-, * I � A , r - . - 7�-�,��-�) K)f f i -) ,,4, , - ; , It__' - .- ; I I : 'I� I , ',�-�,, , � , .� I , T � � ' , , '* . '._W, I '' '! -, _. � ,�,��,,�,�,'.; , . 'r , .1 . i� � 4 . �/ ',�,,s ff."; � , , -0)" , <,. � EXISTING ,TREE , - , �- I - 11- _. 11 I I . , . I k �� -, 11 , �. ( , " ­ ,;'l/ I 1, � � :. - - � � . , , , 4.r , ; . , " - Q ) . , / - I , . 5( " , .) - - � . I . - ., � � , I 1, , ,�, � I // I � / , . ,/// / � � - 421 ' : , / 5 I. �! � Ir ! � i N, ? "I .1 - , 4 �4 . . L - , , ; I , I . I , , : - I � I . / It , I I � I , / , I I ` ' I ( �,rr I I � , 11 - ... , 4 .. r . 1. I - I 0 , �?i 11_[.)hV;,; - I - _ , , �, ..14k .1. I I. ! '. , A ;� � I . I I .. I ­ _, , _ . , � � , (, N I . , I .1. I / I ­, � I . �. I , # I I - I . � - - / " . 'r ' ' P� � : 514 .� I _. I :,�-- , , 1. . I t.r I . I I ., : I . :�,,�'!` iA ,� _ , I , REMAIN TYP -), . � � , ! � ::� ; r, . . : -1, I . I " t�,, '� .. . ,_ ,� � I I I �� r5 1, - , - . I I . I I I � IV � . - - I— I -- � ... , V.�,,� � I . . . -N . � , - . � � � / I j, :� .�, I . ., I - `&A '­ K I ;,I,;'- - � 1, � t I �, I �i I (�ll , I � I // r. . I . I/ I � ,/� ( � :1 11 ­ -1 .. , - � � � , . ,L: , , �/ , :, ,: �� , , / I , , . /4 , 'It, / , . , I I . Q, � , , , ',( , ,T� t7' � - -1 . `� i r I , ", I , . : , (�� �F , ,� , , ,� / / �' ,11 . I 1 I . " �l I- // I , "" ,,�;_�;', ,: t I � I., � /' r'� ) � � , � . - I . � ��j -1 ., ': I 1�1�� �� �'l � . I - .,�', " . � ; �",! �.'� I - . I � 11 - t .. �_ '1�: ,�- .-r' � . �.­ . . I .. I I I . I I., I ." � - L , I It., I -1 �l � I � � ,. I ,� - I , � I— �� ": ", � , � .1 / I . , , . .� - - -- � � , _. 11 I i '� - , , , . , 11 , , �, ( .1 I, � , , �,, . I . ', "I "� , 4 / �. I . 7) � " . . ' ' , 1.1" ',�, � I 1. � ,� , ; � �� �� "' ''r , �� . � I I __� I , � �" ' , .. .11 I I " I , 1� - ,� �,,�,-,, - .-, � r, " I ,r, ,:. ! : � I �­ � - :� , , , 4 1 , � I 11 .. � I I / . // I / , , � , - . I I /I . r I,j . � . ' / r 1_1 " .1 ,' :' * � " '. � . I I I . , , )�, � . , I I I �_ 4 1 � ) . 'T., � I ,� I I . , , I / . � , � : / / , P, 'f/ ,. � V",� & - Y -�l , " I/ I � � ' _ : � I , ' ' . I I � . I � . . . , - , I ': , I , � � - ., � '� c ". . � . I , ' � ", �; 11 I � I I 11 . . I , . ' ",:, L ' ' I I �. I . �. . , �' -. � I - - C �1,, � � � -_ I . I I I I . I I . L ,� I " I I I;. . . . .1 _� I I I , ,� . �,J �li . � , 2 , - I I � , � i I/ OI, , � � � . ,r 1, I I/ /11 I _Q -;;� . ,; , . / % �r :�) < I - L I , - ­ -- -r I I t:: . , 1�o � ; j�,:��' 4 .r - . � � � � �; � I , ) ,�� / �l ,I -z : : 556 V, , � , � I I _( , (j � I , L'f ) rREE L I N C , , " '. ".)., 'r,'., I % .", i�,, /i, " i j, �'l , " I I I I I / r �'l . /,/ I," / � & k \, /� " -- . 422 �_ . " I - ­ --I - -?� 1, _,:" ,I _., (_ .) - I _,/ -, - .. ': I � I � �, ,,, I q . . � -� 40 -­ � 472 '.1 Ir ' , 1, .] - -7) � � �,, . , , " - ", '�� I � /� ", � I I 11 � . . .. . - - , � � I I I ­ , i I I D V'if � ,_-, " ( ; � : �. ,� �11��,� � , I'd , I f ,,, �,`,l e, ;::,� i , ,�,��j� "I , , " :` ,-:, � � I I 1. . - I � I I I 1� I , . -T. . ,� , , - , , 1-1 -, , I i� , 1, � �, , . . - ,I -, . . I -, - ,. , � /, / , /, 1. �.,, / '� . � 3 . � , - , `/ ; X ;"/ , , � , . : � I I I I i , , I I � 4 1 // � � I : .1 ,r , I . : I I I � / - I , III je , a, - , /// I.- I I k 1 4/2 3 ,_'� _� 'k I r I . ----. � � _,� - � . 1�_ , I _'L , , I I , I ,I I I .Z 1111i . . . 1.1 , I f. 'I, � I I I I �,�..l I ll� � _f>>- ,r I . " I � I I I_ . I . I I :J� I / __( V ----� . � I � I � IT -\ - , - 1 ,,- _ . __l I , " �p, � v . : �11, I . � . Z, I I I , . co � . � �;_f , -I --./ � , � I I , �. I . � I " ! I ��_z , I , 1. ,. I I ,, I/ / -4- � , I I . I I ( )) � ,. 1, - I . I I I . . I " " ., I . � � I I / ., .1 . ( I " I , I . � ,, � I . . t __ �_ I I I �.� �, � . 11 . � � . �.e; ": � ; , I - " - , � � . . �. � � I 1 " ,, '4�. : � � �',�J, , I ,: � , � I I I I , I- , , � � , . : I I I � � � I I : � . . I , : r - � : I I t , . * . _( I I I � . � I . . � � ,� I I � . I , I I , . ! r ­, ,: ", , . , . I ldil� A / I , - / , k �� < . j\ 473 �, � � , � ,� I I . ll�` 4 1 � / f � - 1�' , " ;*I , * -1 � : � , ,� I I I I I � " , I I I � I ': ,� , � . , �,_ Q , ,: I ­', ( 00 � I . I . � i 1" I . I ,, r � :, . - . . q . , ,( - . , , i I I " - �1- I . I � _( , , : I I _� L I . I V � � i " - "I 1� f (_ , " �! ', � � . I - 1. I I ? I . I . 4� - � I I I �, - - , ;, - -, , I % . �: I , , I , 4� ; I . I I I / / . � - / � I - I �_l , � , :� � I , --- --I I I - -, � .. ' r � . , .,; I , / / f � � ,,, � , : '_ _/ < , q I lck� � P : �',' , . I I � ly _� ,,�j , , . . " � , I "'. � 1. � 1, I . I � ' .1 '424 _( . I 'X I � , r - , I . - � �� . ; I � . I � . I . , , , . / / � / :.A,' - 1p � �N - ,7-" , ,� . ' 1. A \__ A r . \_ ­/ ' 4 , I I T I - - I . , I I , . _ . - � � . I '! Q ,; �, I /I � I - I I I � t ': , , � I, r ,� UZI/ I , .4, , � . I I 11 11. , , � I ! I ,� I I -, �, . � , � , i " , � .:� ,,�� -r , . - . I - I , r, , , 1. I ,- . I r . I , ,f , , .,; � � � , . I � 4 Ir , , , I , , � , , .. 1. I 1, I I , I , I I I - � : � , � I 1� 11 , I . I , . I , �l j ( i ') . I . � , I �, � t I I*RI.'F I I I I I . I I . - : .- - I I � ,,, , " , I 1, I I " I . I i ", I . I I �� . .� " , _ � I , rl, -1 ,� , , , i I � I I I I . � I - I . �, , � I � � �� 1, I I I , �, � �, � , 1� 11 ! I I . , ,� ,4 � � I I , . . . I I . I I I Ao; . '/ � 4U/j � -N-- . � . I *l. � � I � �i, ." ,I �', � ", 11 , . � I � � i . d , , . . I � , � �l . I , � I I � , I �, , - / .�, !"', :1 I . ill / . I I � I "., � . r I , , �. . I IL I I �, 1. I , . " I I � I , I 1,� ., , / , , ' . -�, / / -,\ 42 5 . � , 1 I I I D V<, , " i i i 2 , - - c,,P' , , r ; I, i I . - - � 171-1 I . "q- , 11 I �. , 147 I / I - . I 1 I � 559 q EXISTING CURB TO vl'l� "'t , � I � / ., , / , , , � . ,� . � ,: b.� /, . I 1�1 "I ,,�-� .,EXISTING TREE,� TO � I . : , �* . �!. - I, / ,., / I � 75 r . � �� , : , , � I I / - I ', - REMOVED - -w -1 L_ �- I I t , : . /,. ., , I , ,_ , � .�, BE' I t : , �, , - � � .1 I .1, %\ '� 0, " , 1, I I � I . I I ,, r, �_ 1, , I . . I I I . ,�, Q) : I _j I �,, " � . ". � , � .. . 1. ,,, I / '. -, "! - I � I , BE RE I 1, , , " 1 , , , � 12 - I �� �'.,,l I � . �: I 1, . ., . : I I 11 1 474 1 . .1 -, ".11 I � . I � I I I , � I ,.. L' , ,., ,"I , " �, L ' I . . I I " . I'll, I � � I, , �, , , - 1. , , . � '. . I 1 4 1 1 1 �, I , , I � - , I �11 . . 11 I I . . 1, I I I I � , .'I I' r�� . ,,f \ - . / . � . � I I . ! � I I I 4 I I �, , �:. � I I �. , , � " I . I ,� , ! � � I , , . 2-f I I 111 I ,� , f.. , , I I I � , � . , I � ` , I . .1 .. I \1 � I , , I � I � : � 1�,��, � ��:� " �l I . ;,�' I . �: :'r� " , � , I 11 I / � , " I . ".� , , /, -s ; 4, . / (�j/l '. I 1, /I _7(� _/ 429 , I ) cl� lfll� , - : , " I , I" . - -, , , , " 427� , ., " , "I / \ , 1. :1 / .. � V - �7/11� , / ,.�,�.�`, , 1. � , - �� 1�? 1:� tN\,� MOVED , i . - � I I � I 1, . . / I �� �, A/" 4'. 580- : ,� � �, , ,��. � - //, - - / , � 1 471 , � . 1 5 1 7 � 11 I - , . I . r � / ) I I j I I . , _� L_ �- i �,:,�,�, I ,� . ,/ I 4 I- 9 I I , . /11, I � . � -1 I � . � . , � � , . , I I I I , 11; I 1. " , I . I � , I � , , 11 a, 11 I , / ) ­ h��s * I" , / '_1 . . , , , , . . . I - I T__,. � �� . I X:� I I . 'r" �',' .., :1, I . ., .� . '';l , I , r Q 'I, " I , I I �� . T 'k , , . ,r(, v - - . . I " I I I . . � t -4 \ / / ,\ � I . . I . . I � - , . . I , I I I 1 - ,,�� ,,, !i" 11 I . � � I - � ,", /, � " : , , I . I . , -I a � , ,�>l D 7' , i I � : . ' 1, , ,, . I I " 4 r :, "! I. � � � I , �, . 1. , . 7 � , I/ " , . I I I I I I " , I I � I .,,�, � )� ", �, � � , I I . 1 , �­ 11 . I/ �_ ., // e_1 tl/ . , 7 1 / (" .. I , . , �f . �: . I f 1 574 - q. , ..." I ) . . ,��'.,,;"I, I . / \ I / , , "tj ( - :§) < "'I I - . I / -, 1 �� . . * . ,; �'�,�_ / �/l f , . . . I � . I I I . , , , -.1, : , , j I , � � i 4,� / 426 -2% 'I, !�� . � � �� � . '-­ ///) ,I � s --, , T N, E, . I -1 ? --, I I � � . ... .. � , � , r -_ I � I 1 4t? I - a cx : � - jw\ , � � 1;1. ,� 1. //"/ I r � . / I r � L I � . . r .1 , �,, I , �1� I Irl , x % \ . 28 Y C' 't [NE-' ; �, AVI� I R I .-i L_ -,- ." I I ,,�,'. �I,�,,t�I� L , I i I I .. _/ ! �' � I I I � e � ly � - ./ / I lZ . ) I ! L ",I I , 11 � �, ,'� I , � . I I" I i . I , I r ' ' . - I . ( 00 < / �;!" . '44, , 1, , � : "I . , . I � I � / , I . I . � I I / . I I I I . . ; I � , �� , ,�� � ' ' A'o I I I ,. � � . I I v / I I I r � I I -1 j 1, , I , 4,i , . I I I I r "I'l, A ,:, ,,, 4, � � I . f Ap . I- �_ I I .� ! �� : � . . I I . I I I , . _�I. . . I I ,%�,i ,�- . . � i . � .1 � i , i: �.' � � - .�'li � . "I, I I I I I I I \_ � :� I , , �,, .. , , .� �. .. // /. -_�-,. / / llz:�P/` ) Tf�EE 0 t\� E " * , I (I " I . . : � . , "' � � ­� / �'� ' - ' L , ' � I // , 1"), \_ �j - , AMSOUT ' . �:�4` . .. �� /* , ;l � , I _/ 4 I I / ", .��' , ( J\ _/ 1\_)� � I - '� , : '% ,�ox< . � : ��� �. , I I I I . I � I t1l, I, I f " % 1 70 �� �? a� � , I _l\ , . ; , , , "i 4, � . . I I � �l / , . ..., / ".. . 1L. I p -1, ! I .. 4 � �\ _l/ 581 A . I - I r, � � / �. ,,��, I f j I �) I 1.� , . . . . I` , " el 1, / - ( . 'i L I I'll . I ,j 13.. � ' , X , I I I I'. / 0 1 �l _�� , I 11 _-�k 11 I ". t . �, I � /I I / ' -_ "!'�� � , " , I I I I ., �: t , - , 1, �.. I I 1, ­ I � ,� / . . . . � I "I I I . I I . I ; \,I �, ..� ',� , . W-3 � I I , 1 V., ­ � i , I _ � . I / � '... 1,,� I . . --\ 519 ' ' ( rl . .. r., � . " 11, �_'' � � . , . , . I � �j " , , ., , I 10-Z / , � 4'� � 7, � 408 1 ml_ � w-1 ? � . . I �l ". b /3 - i.;� - I I I I I Ir I I 1 7 �: // I / , /? '' I . __�/ L . o ANVII_�, . I I .� �, ; � BANK I I .- , , , � � I I I r r'�,'E` LINE � I`, i 1. I/ I "I . c_ t� I � I I �'."� � �� r,"", � � � . .1 � ! I I - 11 , . I I I , , . ��; , I I N I I : � I ,� , � '! :�,!�) I 11 . . , I I , . I ;!� .. � ;,�� 11" , . . �� �� I �, � I " -.1 I I % , , . . . . I . . . , I � " . I � ( �D < , 579, - . : , I I I . I I � . � . ;� 1 ,4 r' I , .. ' , I , 1 1, � I . r � - , � , : I , , � ��.; . . , ! �:" ,� �� I I �� , 1 �- 6'-� .) 'm ' _( ? -) BR.FL,C.D � � , " ;,,,,:, , I �: �, , I ,. � .1 ,, I I R , ,/ t � (") I iA�. . 1 .1 I � 11 .- 'I- A. - i", , ' , , , . � I I , �, � I I � . . / - lf� I . . : \ � ,� � -,' �,I. \_4 .- 15; , , . � .� �, , , " ; '', 4�'. 1 1 ,�� I � I I . r, :/ �y, . / li . I I � --4',�,(,�// L , ' ( :D 520 ,� , _� k -\ � r I I . 11 . , � ��� �!, ��, / : " /// 11 . �. t,."4 / r. " I < I � . � I , 1� I � , � , ,� �, ,� , '' ./ /) � " � � , 469 -( , , " 565 q -1 � I , � .��'. ", ,, � � ` � '.. , t r� . ( � I I , � -:f L_ � . I , . , �� I . . I ,t � /y I ./ / I � / . I I I I � - 11, . I I . (,`.L,: : I NA � � , � , . I ( , 1� .. .... - � I � . I . I I �l .�­ I 1� " _ : I � � ' � I'll > � 11 � I -v --I , �_ - , A -./ I ­ I I � I r"! I" ' , '. 1 2 1 . , , ". I , 1, I I !, , ' ,L ' . I , � : ,". " , r - , �_ � 11 _I L \- Q I - I I . I � . , :, . , I I � 4� ' ""' � I I . , . L , 4/ " , . � . � I I �_ ,� : . � , , � I � , , , . . L I � %'. � ,,, . � �l I . I m � , I I � 4 � � � , I f / , e�,, � I- I . I I - 1 ' : ":. � , ' I' ��4` �:: : �',' ', ' '.,�:' , ,� op . � "'�� , ;� ,!3 ;=� � I , 11 ,, , � .� ( 00 '(� I . , � . � . I I / 14 , L , , /� . I k � I , I . I . �� T t ,',� ". � . ,, ": , , ��: ol I 1 I 1'!,�',, : ... �`, ,'L, , , ,10 , r I I I _( (o ) . I � I . . . : � ;: i �, 'i I , I " I I I I I I .1 I � �/'ll ' , � I I ,� '. I . 'L .1 11 11 � . . I �l . � � . , . � �, , I � I I , -4 I- -.- f� , f ; , 1, � N 1, ) ( ) N., �l � -, " /.t . I . I I . � � I � I , 1.� v I � . I - - � I , ��,l , � - � : , I I � . I � 1 5 4 ­ . I � : , , : I � ��,.,; I .1 . �r- P I . , I . : i_ !-`­�,,� I ,U`-�-,' �4 P_� ' � 1 � 1, ,. ." I ') \< _� � ' , r � . , . I .� A I _�, -./ .. , , , �,% , � , - 11 / k .. ( � �,-,/ SEPTIC 4 __ I ,. I - r " , "­k� � I T � . . � ! � I �' I / 4111 f / � 01 . 'ie ; / __ . \ ,,� . t INE' , ,: 'o �) I , I 1\ < / r ")i , ,:, ,�`L - IF �l I � �w, , �, � �_ , , . . . I I i , /,: . r ' � , I I' - " �l i� �,­', ,,, .� .11" , ._ ." .1 ,�: 70 " I ; I T i i �. " r,.,. , , . , , � �. .. '', , -1 . / ' � I I, �, I � � "" , . 9 ", '.' " I I 1 3816 DO DR.' �, .1 � , , :r �q�� , � I I I �� 1) � 'k, 30 1 , � ,rl", � " I � I I , '0�, Z ORLAN ' _ 11 '' - "r . . I - I I �' � ; I .1 , . � I I I I I � I . �; I '; . ­ I �., ` , , �' � , , . "I - ''Y", C . I I - - I .11 ! I �1_ () r, 572, . - i , , ,:""_)'L %;�`,) !-j�'lf, ")Ai I . r , ": , , I I I �j 1: . � � 1� / / , . I \ I , . _., .. :.,­� � I,., - - � 11 . ., I ::% . 11 - , �\p -I ., I I I, � �, � �,,�-`,) ' II , r,� I . . I I I , C � I i � I_ e6 t, ,,/I 575 T__� I : " ,`�, �, �,� " , j � :,. �" � . 1 I . ,� t ,*. I � '.'.'.,, ',r�� ,,,,'� � I :., I I I., I I ' � '� ' ­ , ; . I . _-, ., � .. , .. I i � I , 1, , 1 `�, ,, '*� ,-I k --� I ., " , � . Y. I I I I � " � , . I , . I � , 1 , .1 � � , . I . 1. �, _� � '* � , 3 . ��, I � . .�. � -1 . ., "I �l " "��., r 1� ��'��!�r.' . 1. I I , , -, . t I I �,�. , ---( ? --,, "I ; '' . � . - I . . ,_!,�'. -,� ,� " �� � � , � I . "I 4 1 ,,,, � . . . " I Ily I 1. � / -, TANK I ,,,, 11 , 5 1 . , , - y*l I k " , , ;��,,t � � 0 - I � , / I . .y � � 2 il'�,�,tv , ; � (�." , , __( I � "'.."� I "? 11 I I ,,, . I I I I . _, ,�, r , , ,� . 1, � , ".. , . . I I I I I �,r ( '', !�� N � I � I , 1 ,. '�'.',r ' 1, I , I r / -*, I , , � , , V_� 1�� � -_l;, I _/ � , , I "'. - " --I ,,,�, , .. �. � ." ,. ,;, �,'r, I . . �: . 1, , , , : ,. '' , I , �:'l 1;�:,O,� - ',� I - ..."r . I I I � .i% I 455 :' -I, , , I ' - `-' t` � 1 ,467 . , � � � _,� ,� '' L ,'i":, : ",�, ,..; ::,�� j.�, �, I ., . " � � , l( 11 . -IN ; � I . . �4 ' . I I I , r I . I , (:;,z , I I � . . I � ". � I I I I . . � .;, ! � ", " , ,,,, . . < ,, X ,,:� . � :9 < 1, I'll I / ". r . '' , � .. � / . . 1, �l a ­ I ,,.�.�l ,4 , . -� � I "IT " � �,,.��' �. __. , WORD, FL �, " Z I � �,` I" , I , ­ ) .1 ., 1. ,, y 0 < I :,., , - �:,� I� ) . 1� � . , � / t / /" � 3 � I ) / . I , :__ -1 _� . ld, I - �_ L I N F, �- " 4 6 6" tV "I IV , , 1 ( ) 1, - :,) � �� �.: ! < ( I I . I , . �;. �) 'I . � . ,\* . I I � ,!�, . � , � � , �o , , ,_ A i � , "I,.-, I . ___, r I � I * � . I . I , I r '�� - , 7-1 1 .1 I :1 , I \�, _;�, . r , .�l L-�; ,, - , I ,;� 1, I �:, , ., , , I , � � , , , J/ _� , I I -,/ � _( I . . I . I r, ! , � ,, , � "" (I , � , � , . - . ,� I 11 . 7. , �-? 7-�-, A -...,. --1 - . : , . ,�, . �," " 1 1 ), � "I I " I � . - . I - _­ .,-. - _ -A--,;/ - -­­ - . __ .. _­ - ­_ ­ . I.. ....- ­ .- _ __ - .. .- . .­ I I I; . I I � . � _, , , I , L", ., � � I I --,� - . I r , -, . . - - - I 1 .7 � I , (--.\D ­ '� '. 10 ., � I - ,. �, , � I , I , I , / , I __- ­­ .- ll%f_r�---:� ------ -­­ -r -- , , , I . . , �. � . \_ < r ) P H, 1� � I � �V, ) : , . . � . . * . , , I � I . I ,, L . i . , i I 1� I'll I .� ,� I , i � � I I � . � , k � , _/ I " I I I .� " � , , / 1 ,� � I I , -�-. k -1 , , , -;�- _r . 0 _ L * I I . I 1� ;,_ I 1,� � I , � I �., �j'l I � I � � li I . I ( , / " I I . / , -- ­ - -tr - -:,-:L - � -j "IV, ,---"- , , , , . . A . � , � , , , " , , � - , . . I , , 14 " ­�. � . , � %, ; �. , , , , , L_:__ � , 5 6_1 .4_ t\,/ , : :, , Rt. ( , ".00 , - - � "t" I . I , , ., \ . __ - _ � �_ll - � I- .11 '. , , , , . � 3 V<" - ,4 �) �W\ . , ;l , 0 4 1 , I . I I . . _11 �� ILP, LI;c � �� , , , : . I , , , I � � , _ . I , I I , , , I "o, .? �'. � I � cp I , - � 0 ': " .", , .� , � \�_ ../ . -1 I , ,: . i, . / ; � . / , .1 / I I , � , I I \ I - -* . - , � , , , � . , :IN f � , � , ,�- �"','. � : :� - - , I A , , �_OA _/ .. - * � co ,� ,,, , r , -.,, I �, , 442 T"I" ' Ww", --- <---- - - I ,� . ­ ­­­ ­ . ­­ _ '.571 - .- I ­ - ­­­ ­ � _ , � ,, . , , � . I 11 // /---.. _� _/ � - _,_- , --- 14 ", i�, . _, b66 / I Ap : I , , � � I � I. , � I I , � �i 1\ �N � � t I I , . I ��. I I., I I , , , � . - - I I .11 , !,�, 11;. "', ,I , , \ , .��. A, � % .,- , . , � "El W '. . . . I.." '� -i , � " , . 1, f : oi rr, I , I. I . 5 ! ,'; I, 1, - I . I I �'l / , ." q �. ( 0 , , � I I : � '. I � 1 563 � , " 0 � ,,r : 69 �� : : I I I . I _/ I . I I 1. . I , I . - ,� ., I " - - q , I "I . I . I � , , � I I I . � . "\ I I . I � . "'I /' I C @ 2003 " 1 -,�� I : ., \ � - I � , I ''� ­ Z. I . . . I I 1 41 , I .? I , I . I � ­­_ - 7%oli tj­ 0 -1 f: � . 11 . � " �.�,,:, ", � ��,� . . I . �r,�, �.4�; I , I . I 19 1Y "\ . I . � � . , � . I . I I .�., , I � I , , I �,!- I �,li� I'' .1 I � I . - 7:` , - I � . . ,��( _� 11 I I I . .1 . . I I I .1. I 11 : A, , I , $1 . , I I , I I i . INTERPLAN LLC RESERVE$ I ��'l .�, Ir �l ,4 , � "i � I I . - , I � . - . I I i I r � � , � I . 568 '. ­ �:, I , . 1 ,.-.,$ 1 - - o" I (; 1. . , .1, 1� I L . - . I . . I I 1� .� �� . I -I . . ­ . I I , . .11 : , 1p . 409 ,: , '� , '452.- � - " _ ,� - IT I , I I ., I . ,� I ',� 4 - I , " � , " . ? - 4".. I I . / ' ' - 4 4 -x' 0 _� < , " , 1, I ­ . OPYRIGHT " �,� I- �OG,l, M � ,b l,i-r . / 11 I .Q .� , " I \_ A _/576 :',, -f rl I 11 �, �: - " � --I I I,,/ " I , � 1� � I - - T R E E ,�.f 1',) E , ,,r �, I � 1� ,, r ;� h � , ,� I I � . , i I 1, , !!,' �1'4 � , I � � � , / ;,, ,� . , , I �ltqff,'l CY"". � �. I 11 I , // r I ' Ir . \�, _ � � . , � , ; � , � , ., . I . . N I r . r I I \ ,/ \ 4 _1 . 1 4 , .1 I ''I .. I I . � - Y_ 0 � , . -�.l -k -� 1 56 N/ - 577 q -1 - k �\ . I COPYRIGHT & OTHER RIGHTS � � I I d . 1, . I . "I 11 �.' ), ' 1:1.1 � � 4�:, I : , / , ­_ r I � I � 1. . 1� � I < I* i RESTRICTING THESE DOCUMENTS 1` : 1 1411 ,� , . � I 1* � . 0 ( .k. - . -.11 , � ­�-­- j () I L)r?Afp4A cE , F,.�m r -- '" \_ �./ " , . . , , .4 ��')' _�, , . 10 1, . / I � � . I / I "I 0 1 < � --q -1 -1- , ( 11 L �9) - < ' , < A _., I I I . . ", - 1!� I 1�"' � ; � , ,_,� �­ , , , Allt **Y)l - � - ,po � I ' I I , . :�'524 I ( �� 7 L_ � I __l L_ I � �) ", _ N 451 )\ , , 4 i - . , "I.- 1; I r 'y // , � / i�__ � �l . I ,.!�� ( .0 . , . 578 1 1 1� I/ � - / L_ / _') �_ , _ ) \ � - , - --I I - , 1, � � r . / I I : � 445 �' -'�3 \�� p � ,,, , , � , , f 11 / , I 1. I -1. - I �. . .. - . 11 I � .� I � .1 r _r ;. - t "' "' . � . ,,� I I . �1, � I I �, I I . � . I . � . I I .,I:) � . . 1. ,�,,� . . ­_ - , � . �, ,,, ,,,,,_,,,r, , - R) . . ­ ­­ __., ___ --- � 1- ---. --- _;_', .--..- __ _._ ___ __ --- _"_ - I I TO THE ORIGINAL SITE OR ­ �f � I . 453 � I �. . . . , '562 ---\-- � ' '_� `_­ I -'-'-- --- ---- " AP k' � --­ 't . V A � . 11 � � , 1, ., I . I I �, I . - I ,, I - . I . I I " I � . I I - I ;pT . I .. _Z I , - ,�,:D V, ) I . "I , \,M F / -A Fe_ ­ �OF��-, ul -F �­.�7-- -­­ � lff, _-�_;' ' "-**- ­­ � I I 11 . � 'E" � P 0'L ".' '� 2 �,4) . , 4 - , . I i . I ' ' ' .-4' 1 � � I _� / f___ / - / ! X4 4 7 I , I Ll al t I �),r��j \ I I . . I --, �� � / / N\ A ­ ­ --'-. -4-4- - I - ": I - . 11 , -, � - I : , � . , ,. I-— , , ,,4`1 LkNF " ,,,,, I I - I . I I .1 � 11 . 11 � . I ; ' L . . I . :i, - 1_'� � . . I � 1 11 // . 1� � . ) .. , r - - � 0 � I I I I - , ,: I � I r I . I � - -T N,,l � i ) PURPOSE FOR MICH THEY WERE- Ll r ., � 1�� -1.1 d, I 1, t , �1'oli'l t�, I I ; I �, ., - I ll"",� I I , 4 - < I � - . I I 1 4 . I I . � 1 525 526 1 i , fI ,,( ,JIV� � � � 4 1 1 1 � . I I 1. 1. . ,� " 1� I � / 1, � ­ 1446 Y �A �j;7� ­�4�4 _ , , \ .: ' ' I L 1, ,, , I ,. . " . I - I I 0 , 1�',Uhl, t I - , ' I ; , � I 1 4 11 I I I I � I I . I . I I " I , , ,�� ,L , " I j . , � " ., 1. �i., � �, . � � : , , , . � I . I I I I - / 4/ I I __, I , ... Is I I . � I . . . I I' �_ 7 (�.�) � 1�1 I ,`,J tl - \ I PREPARED, REPRODUCTIONS ­ ` ' I . . , A -, , . . . - ( �D , 1� I r . 1, . � � � � I � ., � - I I..., � , . 1, . - I . , I ��,.��, .�;�,�, ", � , ' r . I , ' ' . � � .( I !, � , I � . ­ " . . � � - -1 . - - � I :\ . " � . . , I I I . . I 1 . I I � . r , ,� ", , - I �- I �- I � I - - - - - - - - - .�_ _­ ­ ­ ...-I _­ .. .... 1. . ­ ­ ­ � - - . ­ 1_ 1. - - ­­ ..... -r._- ­. _... . ­ ­ . -­ ...-- 11 \,fll - ­ - I ­ �, ,,� , - I � I I � �­ - - - - Ir- - � . I I I : . I � I t . , � � I ,!:z " - , . � CHANGES OR ASSIGNMENTS ARE, '' � '1�r'� 1 4 � . , I I � , 1 , I Z ' ' ' L I . I " - < � , I . I I �, I I � � � I I � r I I I I r I I - - - _� , ,� , I - I— ,,,* "') / " 'c� , I I , - ... _. _ ... _ j � :2, � � ,, 11. � , �,� , j . ,.,, - . / :�_ , I I -- 7, E T c'3A (,'P( 1. � NJ E_ . I -D . (") - j"i ��' - " � ',-':,,'- '4 7 " ��` . I , I . / , 'I _/_l_l'.,` '. �, .. (" I . I 1 450 0!0 � I _ _.�_ - - , - . . . . . .. I I ,�� N I R . . I I - . � I , I I) � - - - - - , " - - 41 r I I l . , - . . I � _:;� I , . - 4 1 . . I I I . �. I F', ,:" T '.P_ ,,, . . I � . ." I I � �. , I I _�l 1 4��s 11 - -I �17I I I C r I I 1 �,� I "". *-, I , //. "I �'/ , � � . (� . , , I W ,�o I . PROHIBITED, � I . .e ,_ � � / r' I I I/ , , __1 / .1 � I . . . . I I I I p I I I . I I I �l I � I .. � . I 1. . � � IY / . I I . � � �cl . . � � � 11 I ,, . I ". 0) ;o . . -X; ci I - 1'. fi, ;, /j � " , 1, . 'i�.c I ,T,,�, , , , I I " � I . . (1) � . � I � :;" . , ,�('.�"_ , I .. ,) I '­ ,� . ` � -, , � I I I . / I - , I 1- I �l . , . . . , I . 11 I 1. � � .1, ,.I 4 . - I I I " ,,,­ !� ,,,-,� , . . . �;,.�­ . /--'--., 4 / " - %,." �­�, - "I I ffr ) . . _1�f �(l � I I . � .'S:�:8�*54' 7" V .389.63' D&M \ � I . . . � . . �., . . �,.�.':`-:�: ,, , :, I � _�l -- - .��_ , :�', I . I . ­ ,­ I I ''' .. 1. I I � r. �1. 1� . . c� , I .1 I , . I Z." � . 1. , r I I : I c / ,- I . ,� I I r . 11 .1 I I . ' . � 1 �,� %, , , .1 , � 4' 1, / .1 I . I ­ Il 1�� . . I � I � I I . i I 11 I I � . , I I . - " . I I.. ; , ,'r . I . ­­ -.11-1 ..- ­ ... � ­­ '. - - __.l___- ­Ew�.4--_ ___.___ . ­­­­ - -_..l_-_._- _ . _.- __ _ , , i � �r" � ,I , . .1 I �. . . 1 ,4 I / - , 0 p -/t- , 1­zl- Z�:4 ��i I I . I I . I . . � I ,: I , _­ ­­� ­ ­ � �� , , ,; , � 4` V , ( .� - 3 () I , � � , � . I . ------­------------ ------:- --- ­­ - --- --- r� ," -- _­ - _ I � , I � , t " . I P, J,� , , ') 4/ � �ZT �_ r,_. � R I 1- --.---. 11. - �,_ - _­_--_-_----­_­__­__'_ --.-- __-._--7--------- ---- ------ .-.-­--------­ - . i I � 1. I . I I � : , I � - ) ­�_­_ I I � 1 �: 4� .�,, I _ I ., . - 1� � �. `-='�� -1tr.;=�==4, ­ - _.�'_' ­_ __ , _�_______--­­---­ -- 'z.7,v;��,,� -- -- ------�;*:-:z'== -7-=t=�-�-::;;r . , ''I I � 11 � " 11 I ,:"!�,,# � � _" I . I . I � - C�, , ,.; - . ­ . �,=_.­_ [-,:: 7=ZZ:ff, �,�,7r�Z,� . �_;r,!� = z I= -=-4-;;r - =�,.=M=r. -.;;!,.m _ - ---u---,----- -------- ­- I ., � L_) I I I "" I 11 I , ", 1, 11 � , - - r�. -___ . , ,-=- =r_ E(, , �, e,7,", , � I I �, I I U . !� . . �; ,:, �11� ; / , /' 1_�� , I � 1� � - E,,, 4 1 1 �.� , , � � I , '. I ,,, , I I 1, . . I , (�� , � r. 0 : , I . . . ) � ,� " 1. � � � I .1 . � , r, N I . I I .1 4 , � " , , , , , , I t , , �' . . ,,.Q r�; , . . _ - j g' ,5 ", I I I , . r?. :' �,, r� I " ( ,, �11 . . IE(; I ONC CuRy, " , EC . �­ .1 " � \ . . �.,�,l _.,� ,,� I � . I . I I ' 4' _ " ­ . I . I. . I I I I � � . ,1-1. I �r ' �l I I .*. . I I I I . " . . �1� . I .,., - , �., r�!�,. ;`;��rj , � � .1 _ . ..- � ,- . . I I 11 1. � I : , , ,:, - �l . ! I L � I � ,� . 0 - . I � �_l , ,� i, 4� " - 1� , .�, �5/ I � . '. I I I 11 I I I , - ­ 4 . / ; I / ,,I I � 11 I - _. 11 11 . �) �. / I / E(;/Er"/',,., ­_­ 1, ��-, . r I . . I . . . I � ,�_ , * 1. ­ . I I � I I . I r . I I I � I I . I ,� �, / " \ - I � 1-1:', r '', r ' � I I I ,_ 7 I I � � � � . . � .r � _'l . . I I -, . * I .1 �l -1 �. I , - , �l . . .1 I I ) . ,�., , - . I ,� I � _. , , , I I . -1 I ­ I I .� � :,�� � "4 , i " , I � . --1 - , i. INE , /11111 - � -1 "' 11 , , , 'A '' 'v, i , , ��, , il j I , I I � I � '' -, , I . I . I I � I T I I . I I I � . . . I I I I I . 1,�� , , - I I . - , I 1, t �,;,� ,,, - ,, , �::", , I 1. _01" � 1. ,, ; 0 - , _Z I I I I ' . . I . I I . r � I . . . , . .1 ­ I I �. . '. I . , ,� I �� I I - '� I , I I- 1 " . 1 - - - � I , t� � I , . I `. . . , �k I . � . I I �� , 1, � ,� I . I - . . .- .-, I J., ) IN, I -! "! , ') I I, , � � � v�l � - � . 4.��, , ., I , _ ) , ,,.��, ""I �l . . I � . . I I . I I . I 11 �.' I I r I � - I . . I ,� 11 I., I 1. . � . ' - � ' :.:, , I , � � �";:'' :; -2 1 . I "� C, It I' 1; ! r, ) " I ,', 'L ,�,,­,�,i i � : � ­ , . .11 I I r . . I , EMOVEr I � ., ' : ''� I 'I', . I �'i �l . � I...", . � I , . I I � . 1. . I.. � ! . I I , . � I I I - I � I., � . - I 1. � I - I ,,e, �.� � � " , 11 ", , I ` . . , " - I AL';o, r I I . , . " , � ­ � ,,� ;, �-��k",',-,,,� I / / I I 'T I I : � , .:I I . / , __ ___�_' /��l 4 �5 . . '.. . � . : I I I I I r _ I /. q . I . .r I , .1 " � _- I � "I' , I I � , ) It I I I ' �' "' . I I I— '11, t " _� _, , I I - . " , / , , I . . , ,,� , , .� /, � I." I � 5/6 r I ,, , .. , .. I I I I I r. I I I . , . L I .. _. �, � r" ' `­ .'' . I � , ,, I . I I I / . . FNI). , . " 1H I " , . � , � " �CONTRACT TO'�R T N : � I � . I ` , , ­ ' . I � I ­ � I ,,, .: , , ,,, I � ,� I 1 4 , ,� , , " � I I . I � -­ � __ ,, I r . I � , � � I I I . - .., I , ": ,� - : � : ': - ".I.A . � '. `,;;`l � - 22 0 . . I �� I I I I I � - L., r, ,��,: , " .�!,; I I I ' . � . . � I � I I � I I I . I ' 11 � 4' . � �� . . , . I __ " , , I IL I � I , I I i . I I , ; . . - I - I . ' ' ' . ' ' . . , I I , �r, . '_ � ""�," ', . �� �), �:, � �, - ', , , I , I . r � .� I I .0 k, , , ,. �- I I I . � :, , I 1. � . I - I : . . , 1.4 I . � 1. . I r . I , I , : �!_" � r , , , � , � � ,,, ., I .� � � I . � ,r ,. I I I . I . I , , . I j 11: , f I .. , '. . , , . i rr . , , . � , ,'. � , -, , - - � I '. - - 1 � " , 1 1 * : � ,�, : , I �l I 1, U , � , , , - �11 , .1 . , � I . � �L ��, , . . . �� � � I � , Z. � . � .1 ; . I . . I I 1. .1 ,�: I . I � I I . , "': '' , ,: , , . 1, I I � I I �, � I . \ � I \ - L .1 : , , I �.. I I - � ; _ �L ; , � , I � " .. r � . , I , " , I ,',,,,��; , , I ! I . Ir I � . �'! I � I , ., :, _�­ r . .1. . . / I . �: . � . I ­� , . , � - ,,, :� � r I I � , . ;, r � �, , I �. : : '.'. , , ,� EQ � , � �,_ I L I � I I 11;.1 � I .. I � ", "I 1.% I - ". . � 11 �11 .. "I I . ­`/ �, , E & r � , ' � ' . . . . , ' ' SEPTIC, - I FIELD', , -,, -, ' ' � E Ix , i_� I ­­­ 1,1;, I I :" -r' , I � Ul' I G " ' � , I -'rfN'-' - . , I I � �,', , �� r � I I., � I . : e, , , I r ,. I. , , , . , . .0 , �l I , , I I,5 CV,ilt.01NC, I , � " I** I I - - r '. " I " j,,�, ", " � , " ., . �, i, . I � . � I", ­� �� .11 �, � � , , I , r'.. _ � ' ' ' ' 1. I �u , , . _ � I � r, r / I :�! I / I � , , , , �[- - 1, k�' `­ ' ' ' ' I �­ ' ' ' � )11 . . . . �) ,.", : .1 TA -� AN D,' DRAIN . �! . '' : � , � � . " - I . , : 1 � I i I � "'� � I � 1 12 , , (L- E ( � I I 1� I I / � I � I , , , I . (), ,5 7, s .1 I �,:, �,, , . C� . � , � . I . �'� I ,, ,. I ,�,�� I I . �� �, �� , � . .1 . I . �, � ,; I ­ I I . I - -, " � �' ' r .� . PER :'SEMINOLEtQUNiy,:, . I . 1. , � . I 1; ,�. ,11 I �� - . �:, � I I . � 1; .1 I , � , I � "I ,� , - ".. - , I I � � � I I , ' :,, , ,, ,, HEALTH � , I . I � I � ,., " , I ''I !�� , r � I 1. I ; ll� . - � r I !, r, : " . I . � � ­ I �1' �. �, I I ­ � �, . .1 - . , I, il�, � ,; I - I I � ' `� � I I , I . I 11 I . ,. ,, 1, ­�� �� i �, " � , I I . . 1, �. I I � � I � . 1, 1:�� -�� I . - - , , 4: , I 1� - . . � -, 1. 1; ' I . I I . , - , - " � . , ,, ,.. �� � :",' , r ,"' 1:, . � , I . r � I I . I � I - . , .-�� ,� . , . ", . __�­ , " . � , � . 4 , �; , .� I � . . . � , .1 ; �, � . , 1 "', , �'; ;� I . , . %, f, ' ' I 11 . I I . . I I I . 11 . I . �. I - r I , � . r I I I . - "" . . � �, , � I � �, : ,,, � . _ I r ,, ` �, , , . I � I . . I . ) , 1; , - . � I � 1. I � I � � � , � , _ I I I � I . . I " � , , �� ; I I L , .:, � _ , . � , � , 11 I , . I . - � I I , ­�'f ,� , � �," j' � I ; r I �l :. � :, � " r I � . . '' - .1 , � � � I , , I I " , , � I I - ".1 . t, , � ; , , , � ' � ,�. . I � � t � , � 1� �1' I � I I "I, I 11 . 4 1 . I � .� . I I 11 , . I � � " , �� . ­ . , I ,� , , , ., r . , I I , � I I � . ',JL�,%,'j� ,!;�� , , .: , , , , , � . - � I � :� , I I I �, _4,:� � : , � , ^ "', ll� � I .", I I ., / � DEPARTMENT:�R I : r � . ,,'�',. 1. , , , , I � /�� I ,i , \ , . , � " � " , , I , I ; , I , EQULATI.ONS , � I I I , , "I . " >_1 " , ''. I 11 � �, � ` I . �,' ,�' ` , , � ,� ,�'. 't"'J"""'�""` _.� � 1, 11 . ,,, r X� /,-, -1 )�_ ­"_ � �j v I,- � _1 I- � " ,f,/ " "' , , ", ) 11) � /1- , \ �� \ / I I - , 1,11i / �& / J, / ( �� I 11) I ) i / / / . .1� j 7 / , �"11�1_ -,I , I �111 /I �__` : \ \1 ,.: ' �/ll , , �,\\\ 7, , ,�� ,,.- -11 1�� , zt�_ _ , _ //l / , I . ` / M, /.1Z., I I ), I I � / / I I "! � /_� I I I � � " " " . 11 . . I I � ,,� " � , , , , - ': I - . � , � I - : I � I . I L , : '! , , , . I . . I I . I . �l ': . � , ,� . � . , - . I r� , I I I � I I ' ' ' . I , I I 1 I , . I I . . I 1, ,. .'4 , , , . , , �; , - � , , , ; � , , .1 , " . I I I 11 � � , �, I I - � � , , . I 1, , � ,;Ill, , : . 'r I � � 1 ll'� . I I Z, , � �. r �,�,� I . 6 I I .1 �. , . . - L :r :,, ,�7,z� �, , I I . � ., .. I,.,,� -�; ., 1, ,i� �'! , ,,� - , " � , p q �. . . I I �, I k , � . I L . 11 � t, ,� r I I ; 11 . . I ! � - 1, . I . . I I ; , I I I r , , , . t,� - I I I ! , ,� 4. . I . � I . I L I - , , " � � � , . , - -, . , � I 1; j " ,- , , _�� '' I'll I , � �. , " , � , - ; .1 I �. I I - ,�, I . �l . � , , 11 I . . � � I I � I I I � . . . � , , I .. I ��. . � _ I �, . 11 . .. I . PROJECT NO� � 2002,0721 "! �4 , � , 4 ,,, - � I '; k �!�l - � r��'� � � I . . t _� � , , . , , - 11 I � , ,� I � I . � I I , , � . ;, - I f I r , . I - I r . . :: , - , I � � " . . 11 � 1� I . .. , � I , �� � " �, I I I I I . , . I I . I I IL ,� , , , I " - . ., I /� 1, , I � , , I I I I � , I , I I - - � .1 : � I , , ,,,, � �� , .�' , , , _� ,'I 14 1 1 11 . - , I k - . . I , 1: " I . I . . �.. � ; " , � , . I I I . I - 1 . � ; _* I I : I � I . , I � , . I . . I . I � ,;. , ! ­ �.: I � I .i I 11 I . I I . . . . I �': k I I ,,� ; I I , , �, ; I I I I I . I . I � , � , , , � . 1. t . , , 1� I I I , � . . , I . . . . . I . . , � �� ' , I , :r - I � 1 � '� .�r , ,: , � '. , � I , . . -I. I I . . " . , I r . I j ��� , , ,, , �. �� � , � , , '­ .� :, � - � . I I I � . I � . I . I I . . .. I . � I . � I ' , � , I - � 1. , � �" ":L , !, I , r", : . / I �' "I , I I I I I : � .1, , , , f .� � "� I I I � � . I 11 - - ' ' - �' ' �` " � ' " I , _,. .1, ,, ,, il, I � . I -,, I I �. I 1�1 . , I I.. I �. � �,, ,�:�!., ., ::-! I I I . . j I.., ll.- I " , . , � : , . '­�tl�. - 1, " I , 1. - r . I I I � . -07-03 �� � ��'�­­ . ��,, -, �11.1§�"lll I I I I � , � I I � ,1� I ,, r I , . I I :" , i I ''I I I I I . . I :, 11 I � , I , :� �'il ". , I t I � . I I 1, rt ,, " -, , , :� I ­,- �.111_ , : , A I ,� � I '' � L ,� I . �l � . I , I . . I J, , I, 11 I � 11 I , ��,�:,,,.' �� I I I , , . I , . I . I . I . : , I . . I I . :1 - . I �_ .�­; . " I I I DATE: 06 , V �, .. ' . 1. . . ;d . - I I , t * - I I ­ - I I I ,­ " � � � ! �! � �� I" � . �:, ,r ,,,,, ,� �, � , , I � ' �' , ' -1 . . 11 , I r � , I . ; , �:�, . 1-1 . I . I , �:�',, ,,,I I , ,, �, , , - : ,, I I � ,; , , , , � � , � 4,,./ 1 , , , � � I . � , � , � , , r I I : . � -, , ': I , . . I I , 1 . . � , , , � I t r , � � " I � � , , � , , � I I ,r , I I I . I I � . -1 I � �::, _� � � - , . , . � I " , , " i ,�_ � I . . I I . � I - " � , - I , I . I . , I , � , I I � I . , r I I . . ' ', . � . I ' . I I I I % : I , � ��i �l ' '� I � I I � I - � . I � I . � ) ' ' I � I I � � "I��' - , , , . " I , I � . � , , � . I I I I i r � �l I . , r � I I, I . , . - - , , , � I �� L . " 4 1 / , , , , 1, , . � - , - 4 , T, , , , - , ; , , I I I I " ., I . I I I I ,: I - -, . . , I I . �, ,, , � � I . I I , , I �p , " , , , , . I . I . . � . I I., I . r � 1�, 1�1 -, , !, � � � I I I � � . I � L . . . � . I � I , , cl , � . I , , , , � I , , , , I I . . , , I � ., .,!�""' 11 � I 1. . � - , : ", � ­'� ,, � � , : L, * . � � �� � - . 1, I r . , " : 1, .. , ,. I � , I. � . , � I . I . 11 I � 1� , I � , - I . � I I I . � I I . . I I � � . ,� ; , , I '. .1 �l , .� " 1, , . I I . 1, . I I . . . ,. ­� � , , , 11 �� � ": r I � � . I I , , , I � , , I * , " - � " . ' r � 1 r I I r . I I . I *i � ", , , ,� � , . � � � I I ,� I � . � - - � , I I I . � , � �� � , I . I �. I . � I I ,, 11 11 I I I I � � I . . I I I . I . �,�, - �/ , I :, �, �, , 4 1 1 1 1 1 " .� �' - � , . I � I , . - ��.',� � . , I � , :�", , . � . � � I . ' . I � " , 11 . I � . . I r � � , , � �' i, '� ,� I I , . , � f :, ", ,. I . , , I . . � ' I I I � � ' ' � I ', r; , � .- , � � �, , _ .� , �:! r - , , ' s � I I I 11 ,4 �,T, , I I ,, * . � , � I 11 I . I : I , 1� I , � . r ,� � � . % 2 . 4 , : ��, 'I � ', I I I I ol I , � i I , . ,::� :*1 . 'I � _ , , , � ., � I .1 I . . I , � , ,. , , I , . .� . , I , - : ;- , � _ , , ,� ,,:I "i, . , I I ;; L " 1, '. � . . � ,� ,� I I , � , 1. , . , , � . � , r, . I , I I I -IN, , i� �: 1 '' ��: �­ �� � 1, I I 11 �l - _ :�;,. - I., " ,� :11 I,� ''; � "', �, , .. ,� ::�_�. �: : r , �� _. , , I'�L . I . I � I I . �.. . � 'i ': I , , .1, '_ ,� , � ,. I .1 I , , � I � ,, . I l__T I . I . I 11 � , �. I I I � I I , I I 1. . " . . I :'l I . - . I , , � I . . 11 I I I I . � . , � ��:� ­ I " I � I I �,l� . I , r'. I � r 11 1,�,.,� I I., � "I'l ". , �. � ,� . . � �l �. I . . I :, , " :-,I I , �, .%. ­-ij o ,,.�_ , , " , 'I p I c 1 .,,� . . . , 11 ; , , , �­", - � rj�, I � . � I) , ik� r 1,� �;: ,,?,., ", ',!.�, �'i �', � , � `­;� 11P, i � k� , I, � , ", , . �i � 'j; "r I I a , , .1 ,,I I , �:- . . I . . I '� �� I'll I" � I I ill,� , , .��,�4 `i�. I .. . � ., � , �;��'; - �.. �� I � . � -_- I � . . I r � , . I � . , , , , , � . , , . I . I � , I , . , I . . . I � r I , ��-,�,�:, .""I ,'' qc�l ��-'I i I "!� ` , il , " � ,�4 , ,�,, , - - . I � " , I � � I I I I , 1. I , I I � , . " ; �,�` I 'k � � , . � I . 1 1 1 r �. I � I , ,��'.. CHECKED, I I , �� I 11 11 1� rrr . [(',ld , I � I �:��ll I - .�$, 1 1 -� ,�' ; , �,,,��', I "", I L ' , . , '. _1 , - 1�, , r ­ � , I r, , , ,, , � . . I , I . . I I I I I I I I . � . I I . . I , , I 1;1 - I I I 'I �l , '�� , , , " �' I, , , ", � .; � , .!, , I I . L . � �. , I I I I 11. I . I ., � I � � , � ',:�� ::�, ��, r'r. ,% � �; � 1, , , '� !�� L I' , � , � � ;,;, , 1� , � , � , ;,! , �. � ; ��l � , ,�� ,� � , -� �, �' , � 'r . .1 - .: .,�� : : . I . � 1, .. 1 .7� 1 , IL . I . I ,. I % � L ',� r ,,, ' I I I -.� 2 ��, I � �, 1, � I , , �� � , 11 �, � � 1� " �� " � ;-". , ! � ,I, ",'. - � �, . I I ­ . I I � � I I � , I ,� I � " I I � , , . �, � � % " , � _�, �,�,,,� � � LL�,'_ , , . , . I . I I I � , I � �,; " ,,� . , , �' � , ­� . � , � !, � , , , � ';l �: �� -, , � , � I , ,� , � 1� , , � t� Ij .L, 4 1 1 � I . I r � . F .1 � ­ � I ­ 4 , , , , 1,�. '�� "' , ­,� r ' , �� , I , , ;, . : - , , . � - �'; I � " : , I ,� I .. - I ,,,�� � ��,K, I I I . I � � I , , . . . . � ��I�,� � � , � , - � � . . : , �- �� I I . " !� ' "L � , , ` I ' :: � vl.�' �:_ �-;, � 0 -� ��_­: , ,� � 0 , .1, 1, , , "I I I I , �� , I ,; � , r I � . " , ." , , I . � , . ,�l � 10.R ll�, , I" I ' ' ', , L,' � . � 1, , , �� � z � ,,,, � t I ", ll,,:� �, �"!" , � � , , ."', , ) , �, - " I r , I . I . I I � , " , ' � � I , , �, I . I q �r � , r � . I I I 11 � 11 �% " ' , , , , � , , �, � , , � , ,� , ;, � � - � : �l .' r� �' '1� ;4I I ! � . I � I ,� I 11 I ,� , I , � I - I � � �.r,,,_ .�,­ - ____ . , . I � I., . � � I I I ". . I I . � -1 � I I 1. , �. , I . � ­ , ,� � 6 �:, a " 9 7 ; � . i � . . I I . 0 - � a I I I � 0 1 . I ,�'. Ir , - ­�, .� I . � . I I � I �l 11 11 I ­­�"�_ ")I r. .. I � I I , ;t ." � -,' � $,'�,�, , ;.",�,,'�,L�,,,,'� I t I , ,,,� '' . . 11 - I '�.�-:�,,� :, ,� � , " il �r �,- ,.�,­,.�, rl r ';','r � -� "I" - I. , , '' " t'�*�,,��,,��,,���,.�,:�,��",;"��� , � R , ,� 11 � I I MODIFIED, 07/09/03 16,16:56 J:\A-J\AMSOUTH\2�02,072,1\02721CI.I,OWQ 1* -20', JOSPAM " . , � '' I I � , I I , ,", I '. ;_ , � I . . - -,I- I , , , , ,��,;;�� , I . , � !� , , � �!r I I 0 , , "' , , , r ' - 1, r.'; '. ' ,. ;_ � � � , .1 I , � � ! , .�, "n I , � � I , , , , �., � - I � I , I 1. . � .:� ! ,,, ,� ,i�'r ..:r - , . , r , - " �� � ,, . ,,�. ,�� , : � �'j I,: _11, I 1�, . 77 I 7 �, ,,, 1 � � - 11 , I � � I " . . , .;,� I . ;1' ',,',' 1, _1 -1 1, r' � , , � � � , , " . . . . : I I . . ' � ,. ; �,, � , I � , , I I , �� " , , , �;,. , � I �- ' ' � I I I . I . �l , :11'i I '. , ,':�.,�­� " 11 : ,� ., �,� , t, , ,lr ' � � � : I ; �' � � , , ,­ , � � - , , 0� -1, ,�� - L � � � - ,. " , , , �. � ��:.'!, I , �', � - � ; m . L ,. �1. ; � I . ): , I I � I � . � I - , ,,�, I , , I I I I � , t I , . -:1 �,S, � .. I I � , I . I � . � I , , L : �� �;;, ', ," q " � �K ;,�*W� ,� I, , I , � I 1 ", "' I I I . r I I �­.. I , ll� '� I � "" - � . , � � , �� 11 . I In �l ; : " , 1. � , � I I ! . I r . PLOTI.ED 88;57 � SOUTIJ\2002.0721\02721PI.I.DWO 1'.20' SARSMI - r: � �,L�� , :i " 1 � . I , " "', , ,�, ,;, , I , I , � , � I . ' 11 I li t, , , r�' , , ,! , . . , , I., , � I �,,�,'� 1'�*; 'i'lll - -,.. _ � -:� _�,�,,`, " ,,,� �,�;, ' , , ��',� , ;, , ,� z , , , I � I 1, ,� I 11 . , , . 11 I ll'� , - :, � . �: , ',�� , "I - % 11 11 " I � '' � 11 I I ! : : ��,� � :, � ,� � . I . : 07/14/03 -.17.. J,\A-JW . I � ��,�; �_ , ��I� , , �i­ I , I � I I �: � ,� � :;� ,� " , , �. � 11 I I . I . r , I , , �. r , '�L� I-, - I I " � , � I I - ­____.__ ­ � -, - I I ­_ r� - 1. : 1, t ,­ 1�,�� "� ,., .. , , �,4 ` " , , , I 1. , , , , , � ;' 1; �_ � _�L' _ �. r -I' ._'_!�, _� � . - __ ", 1"l"U , i ��- � �: _�,, , : , , ; I � �� .1i ��� , . , � � � - " , I 1 � ' ��, I?f'�,lf'4,,. "��'�_ _, _r . I - L � I I I ,: I � I I �l , I 1. ,r _" ?" ,.� , - _ , . r � ,_,, ­?,�,�,�2��, ,,, , � ,�,�,�, I , 1� ` ., I r . � I :�l � I , -?" s ? I , , �:� :�,' �4;�, � . 1: , - � I , -, 2 " .. � � I � e I I , � . I - . � ., _ - ___ ____ - I I - - , , I r I I , _. �,,N , I . , �- , : - . _-, A , - , . . - W - I- ____ k - � , , . 2 , ,,.I �, , : -1 - �� , , - _­�� �, Z � ­ - ,� �_ ___ __�l 11 �, __ � , - - � - �:.-� " 1. , ,,, , � , %., � � , .� - _,�� , �., ;,-,k:, - �:,_ __ - I - --- I . "! " , �, ,� � 1.� I � .. , ,� , �, �,,, � � . .., � , � , . ,� `� ', .,� ,;,, I , � , : "� '�� I'� , , I " p": I " �." �, �,%., i%,:,� " , � ". .1111, lll��"'�`�lll �'�.,�-', ,�",�,,�,,� �l ,� :� � " ", 1 � i;,�, , 1'11',"`,� , , " , '' � : . � ,. � I - Ir ,"; ":" `­�'�', ': �� , ,�' 1 j:, :, �� .i.."",r �'��,'�,,�.,'., � ; , " , , ,.* � ;�".�:!,`­,',-,:, , "" ,�', , , � , �. ,�,�� 1, L � , I ,.� � ; � ",::, 4;l','.': r ',, I :, ­ I ,,, li��z:��:, - .. I . I L I., I .;- �,� �'. - ; ,'.�� I �:­-_ �- I '. � ,� � � � 11 � � Ir � , � , . � ,� I I �11,. I 1. �I, , , "t:, " ,, �, I ,; I , I I .1� - I I I I : 1�11�% ,;,L'r I I , " �: � - : "' " 1-1 I 4, "" . ", 11 , ,, , ­­ ,' ". I I " - - - , ,� I . '. " , ",,"I - ',L�";!�,,L-,,,,, , �,",�",):� "", � 1'1'�� I, 111�1'1'1'11 - �, � I , . � ,� I � , . � , � I , � � � � I I � . . Y , ,,�,.",,. r','�l""",�,'�""",,!,,"�,,','�� :� " I I �, , 1,�.'� I ,� � r . I I - I � I I I 1, I � �, . , ,�, , , � � " , _ , , , , , , �r�,, � :"", � -, � ", j � � :,�', . � ; ,.,:�' I � � " ,� I � � I . � :� , : � I " L � k � _� � � ,:�,�,� � ., ,:,, �� ,'� �: �� "', ,�,' � ' � ' %��' ' , , , I " � �> - , �- - � , :, ,� ;�� � '�� , r ; r'�: 1 � � - _�, , , . . � j _. , !,�, ,: ;rl� � � , � - %� � �r� � I � ,,� ,,� , . � � f� -, , " -1 -, , ,I :11� , , . , , '. , I � �� , � - - � �,� - ,� �:� � 11 � �,., , ,,r , �`, :: ":, I� ,;�� ""' .� "," � - � � "' � , �;� �.� "'� �: L .' r � � , �, � �.� � .�,,,­�",;��,, �l , , r ,,. , , 7 � � I , � � . � :� � �,"'�, � : ; " " I �,,,�,�,� 1, , ' , , _ � : , � , : I , � . , ", ", '' � : , � 1, , , I _� L- � L� " " ��." ,. . , : , i " � , � � � , � I , � I I � , ,�,� , , � : ., " . � 1 � - ."� f�` " ' , ,� "I . " '. ,;�, � 1 � , �,, I , ,� " � I I- � 11 , _', , , , : " -, , - - �, : , , ,� , , - - - - . r� 1, ;v I L'� : , . r : " � I .:, � : I � - - - , . , , k� __ , ____ ___ - �_ , �_ , - �L�, - _11�_ __ __ !: , -, , _LL� , - . " __ - . . I . I I . . I . ■ F_ ■ ■ cv / fl171, t ^ f r ' r , rr l / 1 r ' j. fil 1 ,. •1, r ,i / / r l lr / 1 ii, f It It r J' Y , • /, 1 � , ! / j ;' ; `t f - F l f ! - .{'" : ` J-,. f (-+-...,_ ) /, ..� r r f i f(+ ti ; • // > T•� i'Fk M Ned Y. , •% _ { tA4 s" •-»„ r / �-- / f r !' f r/ ;' d ..1 / / ✓ ...� ij 7 01 Fid � t/i , 5�?- ,�` ..� �.., '�'-' ,'_I��,' 1 C ;NJE"FiT > n'Cl,r :w 4'j,3 ' S'Jr cb , „ Y i l I ✓ r, 1 „ ir / r � Y I e_,- ' .�w \ ,p .;•,. :�” �"ti... mr ♦ � ~^^e., ._ _, _-. / {11 f 1 q, -•� - � :...;� ,.. r t� ri: f / f :' ' r C f f / {` 1�. i a .� 1� l / i l / /� °, , ., •.... '`"�, .. it " •N i -. ,- ;>-- \ \\ .,. •^r •ar..,, 0,IIS L.. L, 1110Ni., , � : J i ,,, + ,J•/' l � r' t. , � / . ' _ ._ \ ( �-__ ^11'(1 } �-> I; � {: i , J , / , .,1 1 r.0 ,. , 11 ,k 15 \ � V ...,ti`*. 1 + r . =; r• .� 4. � �' JZ,`, > `r'\ �, f1l � _ # Y', rY/ w f J a ry- , 12 v",Ip,t , r 1r'�r r 13 a y r �� • `fir - (_,,/'1?, •� W .. - ... 1 I j •'"-� / - y� � ,'l l I j ,: ,.w �/ �. / /� / ., =,�, ti y. ,r`4 - .,%1-'ta.w_.. � r• ��,�,- ('^ P r 1 •' / I 1 1' , 411 , 3 f I ,. ,. ,/ � i J , /,, .� / . r fnl ✓ ' _ �"" Nr• 7! S` „,.tt'111' 41t��i , /) J r _ www i It 17 lb ANSCUM C 1 Ir L _r 2 r 11 ' Aj ❑16 i 4 _ �",i Q) J J Hj r M1 r-'� r V r q, p / !. I: /f' 7 j' " / t'' -y f1 r.. ` f I I�l� SAN. SEWER EX -6" % f f J // 1 ,.cl STUB -OUT /` / w w w w w -w w w tNv= 41.56 lir It / ! / 11-0 CAM _,- - } f r ✓� l r �«,, d ,J 21 ✓ .. ,/ r i ;. ! .• .: ,. ,=' r J / ! f/ ,r { ,%� 1'' Ji .Vi.,� �. , t, f ! f !J a Lei h J e• /j : r r ✓ , x, / r e ✓ j/ , s! % •r' r�. j' 1 r / s 3 1 rr l l ^ : / r ' JF % �, r- , r' rt'' �lr•;' �1 ry� p ! 11 ,.a4 *1 S 89 54 47 W 389.63) DBcM 1 a UTILITY DATA SANITARY SEWER O1 DROP C.O. 20 INV. = 44.54 C4 O72 LF - 6" PVC @ 1.0% 17 (TYP.) C.O. 19 INVC4 INV. =45.26 C4 O70 LF — 6" PVC 0 1,0% O C.O. INV. = 45.96 O24 LF —6" PVC 0 1,0% OINV.= 46.20 $ 4" SANITARY STUB—OUT FROM BUILDING SITE UTILITY PLAN 1 = 20' NORTH ■ ■ ■ WATER 412' LF -w 1" PE (TYP.) DOM TI 10 3/4" VALVE, 3/4" METER AND 3/4" DOUBLE CHECK VALVE 18 BACKFLOW PREVENTER. C4 1 11 8" X 2" REDUCER 12 2" x 1" xt" TEE RRI IGATION 18 13 3/4" VALVE, 3/4" METER AND 3/4" RPZ BACKFLOW PREVENTER. C4 FIRE HYDRANT 1 14 8" X 6" TEE AND GATE VALVE C2 15 PROPOSED FIRE HYDRANT 21 C4 PHONE 16 CONTRACTOR SHALL COORDINATE CONDUIT SIZE, CONNECTION POINT AND SERVICE SIZE WITH TELEPHONE SERVICE PROVIDER PRIOR TO CONSTRUCTION ELECTRIC 17 CONTRACTOR SHALL COORDINATE CONNECTION POINT, SERVICE SIZE AND TRANSFORMER LOCATION WITH ELECTRIC SERVICE PROVIDER PRIOR TO CONSTRUCTION. SET TOP OF VALVE BOX TO FINISHED GRADE 1§" DIA. ROUND BY RETE COLLA N w/ A.D.S. TH FINISHED GRADE --, PLACE 3/8" GROUNDING ROD SEE NOTE 2----, RESILIENT SEAT M. J. GATE VALVE -- WATER \ LOCATING MAIN WIRE 6" BEDDING ROCK ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2, THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL 1 GATE VALVE REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPECIFIC NOTES AND REQUIREMENTS. NTS INTCRPLAN _. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407,629.9124 C,9MA IROBERT ZIEGENFUSS, P.E. FL. REG. #56752 1 CONSULTANT: REVISIONS: NO. DATE REMARKS 1 07--09-03 CITY COMMENTS El AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR. SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, ONS O CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO: 2002,0721 DATE: 06-18-03 C2 ' CHECKE�E `--'' MODIFIED:07/11/03 11:2208 J:\A—J\AMSOUTH\2002.0721\02721C2.DWG 1"=20' JORHER PLOTTED: 07/14/03 08:55:53 J:V—J\AMSOUTH\2002,0721\02721C2.DWG 1-=20' SARSMI STORM DATA 15 aMES 0 INV. = 41.0 C4 PROPOSED AMSOUTH �2 61 LF 18" RCP 0 0.5% 17 (TYP) 4 7 PAVEMENT C4 �3 INLET #1 TF = 48.2 13 12 7 / INV = 41.31 1QC4 C4 (TYP) EXISTING R 97 LF 15" RCP 0 0.5% PAVEMENT 5 INLET #2 / 1TF = 48.2 ��� [NV = 41.79 M I I61 166 LF 15" RCP 0 0.5% II 7 INLET # 3 TF = 47.9 [NV = 42.62 hod Qg wa. r: irr k NOTE: a LF 15 RCP 0 0.5% ,- � CONTRACTOR SHALL GRADE AREA TO ENSURE POSITIVE DRAINAGE IN A g INLET # 4 \4j apt D� WESTERLY DIRECTION. TF = 48.0 / f •i f �� INV = 43.11 ' r ! � � 1. , _. ALL DOWNSPOUT AND ROOF DRAIN ARE 0 / J i�i J`/,!.� 1, / J ❑ INLET OR DAYLIGHT14 �y0 1 11 � 1 SECTION A -A NTS THOROUGH CURB. h x F (�h �7 li 4 r1 ;rry+r•d� / 6.�,r `ff �`.•- 48.0• 1 ■ {/! / Ji ^, j% % .. ! r.!! I' J /. rl , i/vfl y 4 r *",` K ` f f ■ ■ ■ t 1 EROSION CONTROL c' 1a r� r .y /r /' I'. • r f ' f ' /"' rr/-•(.-,,, i f "•...h,1�f rllrw,). i!d.rJ4`: ......ja, {i �� � _ e•xti91, ! 1 :,. �' HANDICAP ZONE MAX.2 SLOPE IN Y r-• ANY DIRECTION. tK t � -r. r. ,- r • / 7 w,,.; I J ! / r ,' . i•: '� /' '� _: _ . Y /,1, / ; s•o. / �, y i , J / ./ ,,, , 1 /� / y �/�,. II,!� a.tJ . ! �,/y� / �j r"I % f/ r,/ f/ / r J ', , ;� �Jlt fk wEj`'' -; ,:..,�P� , IF t •.,�.s m - O . r � 1•\ '2�,.jr �I �. _ ,ci 1fi r1- Q 13 HANDICAP ACCESSIBLE ROUTE - MAX 5 .0 % LONGITUDINAL SLOPE AND 2.0% CROSS (i SLOPE.t ' rf 10 1, d STORAX eCE,r"FOR1T j r ,� hQC 44 60r d CONTRACTOR SHALL FIELD VERIFY tK'_LOCATION, INVERT ELEVATION, MATERIALS RE CONS PIPE SIZE BEFOTRUCTION`A r, �. �,, R BEGINS. I. eA _.. J/ ;..:r,.-` , / bl I. r F.. _..Yrr r{71 1 jf-:. �;. yk ?, .. "t 1f _ '�✓ , - - r ,' �� �• !' f . / r... r P r ,. ' c /f J`•. Y ; :' ./; ., . I h ;I a,,, f , "� ' ^I' 1, i ; CONTRACTOR SHALL BEGIN STORMWATER V - PIPING CONSTRUCTION AT THE POINT O FM G ',O� `TLBHMARK� CONNECTION OF EXISTINGST RMWAT R9 SYSTEM.X„':GCfN INLET o lolt (, 1' IN / i 1; ~`�.,,• ..fir,, .J •! IQ039 I � r J �l 'r 1 bt �J / /fI r/• g J v r , J r> r f / ! /, ,!�"7//U L I /r �f �, �, SCOPE =%r - f�! i f /r C•r !/ � r �%r �r• tI J� ``� /''/ r-...\ ti. //r Iti �l , , �' /, r i' .l ; / f r /.! ice. - ^�,+'.• . 4p ,.�t' V' /fir , ; ,/ , , �' ,.• Q 17, t An A J ,P+ / t h 0 r •' `/- /� 7tK I f r�r / UK -srS 5r EP t c r AL,SI.+. LO i� 220 GRADING AND DRAINAGE PLAN �i 49.1 pt _... C,7,E7 /8 R. 48.94 ,7 4.1751 � r f M I I 1 r i w / P ',- 47'0 l. F .` �•... ;. , ;' ,. I ,_ ✓rte.. - ._ �l l � ' F ' NE INV- = 44.73 5 y>r J SE INV 44.64 , j 4 �_- b p, -r- 1 a GR - _ ! - I, , �a �� R 0 • : -, �' _. r r, ' _ �-. • ..:, .�" r 'ski - .29 I .G ,. @ ,_ - - •�.,3 -" �'--.,..... o;,i ,... TOP 47 , r _ - C^ . 43.05 ; f r r 43 •+�. N E INV , _ . �� i \b. SE INV 42$8 101 NW INV 43.5133 ' 13 7 C.O.- t 2 '` s 4 • �6' _ INV _W9.10 '. . _.. -`.---. 48.6 tKIlk (o1 P `4 tx _v s 7 �. _ 4 1 r 4 PVC 10 . 48,6 DOWNSPOUT f' „� l J ' co n TOP r, Q 3182-0 `,,S T-� -. I_Ir'' pRAIN4 ,,�4 .4 w 106R 4 LNE F.F.E. =49.7 ' ah ME I • r ! \&! (TYP. n I 7 �� 4 t -_ _ Q tx 8 tx / ' Z'` 3 4 48.5 r' G ADE H � �h BREAK 4971 I Tf 4. I 4 ^. _ h 4 4 / I ,! I e r¢ _.._, »sip ° t '� `il � 2 �°�h E. L.i h, t. � - ,L. NIP 1100, 1" = 20' CONTRACTOR SHALL GRADE AREA TO ENSURE POSITIVE DRAINAGE IN A WESTERLY DIRECTION. � �o. 1 } 6 b,`� 'r0 'lop r' iL ■ NOTE: NO WETLANDS ARE EXISTING ON SITE. MODIFIED: 07/14/03 08:38:25 J:\A-J\AMSOU7H\2002.0721\02721C3.DWG PLOTTED: 07/14/03 08:55:41 J:\A-J\AMSOUTH\2002.0721\02721C3.DWG INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645,5008 FX 407.629,9124 ROBERT ZIEGENFUSS, P.E. FL. REG. #56752 CONSULTANT: REVISIONS: NO. DATE REMARKS 1 07-09-03 CITY COMMENTS I IIID A 1j -w AMSOUTH BANK BR•FL.C.DNA 3815 ORLANDO DR. SANFORD, FL COPYRIGHT (Jc 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2002,0721 DATE: 06-18-03 C3 Q CHECKED: s ■ 1'=20' SARSMI 1'=20' SARSMI 2. TOP PORTION OF.SIGN SHALL HAVE A REFLEOTORIZED'.' (ENGINEERING,GRADE) BLUE BACKGROUND',•WITH WHITE REFLECTOR [ZED ,LEGEND AND BORDER. 3. BOTTOM PORTION ' OF, SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING -GRADE) WHITE BACKGROUND WITH_BLACK OPAQUE LEGEND AND BORDER. 4, FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH . BLACK OPAQUE CITY ORo NO 3211 6 LEGEND & BORDER. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE, 6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO). FIN. GRADE 1. FINISHED GRADES QF PAVEMENT,IN HC PARKING AND ACCESSIBILITY ///// AISLE SHALL NOT: EXCEED 1:50 SLOPE IN ANY DIRECTION.2. SEE PLAN FORA, STYLE OF HANDICAP RAMP (' 1 H NDICAP STRIPING NTs 2 HANDICAP SIGN 0 NTS HANDICAP STRIPING SHALL CONFORM TO FOOT INDEX 17346 (2002 EDITION) "PLAN SYMBOL � JOINT SEAL 7/8"DIA, HOLE %(CONC. PVMT.) NIL . f PAVEMENT1/2" EXP.JOINT (CONC. PVMT•2,R6„6"CURB ORSIDEWALK OINT FILLER 4" ACE J(CONC.PVMT.) NOTES: .�\-----III III ---III --1 11--III--I I L� \����\\.� 6" VERTICAL CURB 1. PROVIDE 2-#4 BARS CONT, 2. COST OF BARS SHALL BE INCLUDED 6" 6" 3. PROVIDE 2-#6 SMOOTH BARS W/ EXPANSION CAPS AT EACH PARKING DRIVEWAY PARKING I CNI SUBGRADE 18"-3/4", STEEL EXPANSION JOINT, '20'-0" O.C. MAX. ROD 4• CONTRACTION JOINTS - CONTRACTION JOINTS SHALL BE PLACED NOTEi AT EQUAL SPACES (10' MAX.) BETWEEN NORMAL EXPANSION EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE DRIVE JOINTS, CONTRACTION JOINTS SHALL BE SAW CUT IN THE WALK :INTERSECTIONS, AT ALL DOOR OPENINGS AND AT UPPER 12' O.C. MAXIMUM. ^1 PLAN SYMBOL 1/3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMENT. EXPANSION JOINT (1/4 PREMOLDED ASPHALT STRIP) SHALL 5. ENDS OF VERTICAL CURB SHALL TRANSITION FROM FULL TO8E SET 1/8" BELOW TOP OF WALK. 7 1 2 3 ZERO HEIGHTS IN 3' SCORE MARK (1 DEPTH) SHALL BE 4' (MAX,) Q.C. 11 � MONOLITHIC CURB TYPICAL PAVEMENT b WHEEL STOP NTs 7 b VERTICAL CURB NTS $ NTS 9 CONCRETE WALK NTS 10 AND SIDEWALK SECTION 3000 PSI (MIN.) CONCRETE 3000 PSI' (MIN,) CONCRETE . 3000 PSI (MIN,) CONCRETE N 3000 PSI (MLN,) CONCRETE s R� OD P0�5' DETECTABLE WARNING Q O�Q ��\aG %G 61 `Q 14' it 4 j•> SON • � � P�� Rl_ - ,SOLID WHITE 3.. 2" 1,0 1_..I •....._- ._ __� _�..._!�� I._. :TRAFFIC` PAINT:_ 12" 12" Fr, (TYPICAL) s Tst 4 fi'' \\Q NOTE I BEVEL LIP © 45' GEOMETRYANDLAYOUT SIMILAR TO FOOT INDEX 17346. yT I ,-L [ i 1 i{ I- , i - 1111 ' err;' [,� CONSTRUCT RAMP i0 LEAST POSSIBLE SLOPE. CROSS SLOPE CAN NOT EXCEED 1:50. PROVIDE DETECTABLE WARNING 1N CONFORMANCE t k_;-1�.�m WITH CURRENT ADA SPECIFICATIONS. Ari+� t r I § } .' RAMP WIDTH x 60" LEVEL LANDING NOT TO 14:at+�� i•''�'°1 r' EXCEED 1:50 SLOPE IN ANY DIRECTION. �w 3 PAVEMENT MARKINGS NTS 4 HANDICAP RAMP NTS GEOMETRY AND LAYOUT SIMILAR TO FDOT INDEX 17346 3000 PSI (MIN.) CONCRETE ■ ■ KEY TO TYPICAL PAVEMENT SECTIONS 4" CONC. WALK U 3/4" -TYPE S-111 ASPHALTIC CONCRErE - F.D.O.T. SECTION 331 SIDEWALK w/6 x 6 W1.4 x W1.4 WWF MIN. MARSHALL STABILITY OF 1500# SEE PLAN 1-1/4" TYPE 5-1 ASPHALTIC CONCRETE - F.D.O.T. SECTION 331 MIN. MARSHALL STABILITY OF 1500# . TOOLED EDGES 1/4" PER SLOPE 1/2"R 0 6" AGGREGATE BASE COURSE STABILIZED TO FLORIDA BEARING f VALUE (FBV) OF 75 PSI AND COMPACTED TO 98% OF THE >x'. PAVEMENT MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T-180). V FDOT SECTION 200. 4Q 4 9" STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING \\r\\r r r\\ R ° " d RAT[0 LBR OF 40 OR FLORIDA BEARING VALUE OF 75 PSI AND COMPACTED TO 98%. F.D.O.T. SECTION 160, TYPE B. 5 GRASS AREA Ir=.Fl= i i iii i i=iiii I lEl iG6 SIDEWAL ■ ROUNLDDCORN OR 2" 2" PROVIDE MIN. OF 2" COVER R ERS 2`1/2" OVER PIPE THRU CURB OR WALK G SOD I - -I SILTING BASIN N 2 1/2 EXPANSION JOINT �� POST GEOTEXTILE A I � 1.5' R " A a CONC, WALK PAVEMENT }� MATERIAL 10�' 2 1/4 2'-0" I1- I - � � EXISTING GROUND,,. M �-- 17 _� 4 - uj � ��_� M 8" WELDED a a a - 12"' OF GEOTEXTILE STRAW BALES AS WIRE MESH - - - _ _ s a (^ - MATERIAL TO BE �� a in SOD REQ D. W/ 2'x2 00 2'-4" " TIED INTO GRADE wooD STAKES 2 1 _ f"j 4 PVC PIPE I I h TLI I-- - -- -- - - - - -�-- -- 1- -- --� PLAN I �; ,�I o� CONC. SLAB 3 OR 5-1/2" THK. , " T I ISI' n 140 c)? � c� REINF. W/ WWF 6x6-W1.4xW1.4 P� ' SILT BARRIER FENCE 3 -4 STRAW .BALES 5 3/4", 24-0" 5 j/4' i 1/2" I� � 1/2" SECTION A -A IO'R FINISHED GRADE / / TYPE C - s - TOP OF SUB -BASE PAVED AREAS CAST IRON GRATING 2 0 U APPROX. WEIGHT 235 LBS ,: 6x6x#10x#10 E.W.W.M. •1 f''�QQ A STRAW BALES GRATE 2" SCORE MARK 3" OR 5-t/2" R :r PINNED TO BERM 12" SILTING BASIN A DEEPEN AROUND - 2"CL; N OUTSIDE EDGE OF PIPE F0 2"x2" WOOD STORM STRUCTURES glgg HOPE 5-1/2- Rp STAKES d• _ Z4" !11 18" MIN. �E a a .. n �1_ A.. w NO PIPE JNT. PERMITTED INLET W STRAW BALE ° ° a d 4 UNLESS APPROVED BY 2' I NOT - SADDLE EXISTING GROUND STRAW BALES SHALL BE • :. #4� • - ° - THE ENGINEER THAN D REMOVED PRIOR TO PLACEMENT w ,.' 12 O.C: _ - PAID FOR ASI -1 E 14 BAR . T� 7�� .17-7 -�7 �( _�}_' _7.�.• ��.. _ OF ASPHALT PAVEMENT AND I I=M=M= I -III -'I l l'�'I 111T" I I I-II 11=11 I� T -I I I' PIPE CULVERT PLACEMENT OF SODDING 3000 PSI CONE ppl IT = I �I I III --I I IT- I I ' F PIPE TO BE INCLUDED UNDER U IT RM W / STRAW BALES SECTI�N A -A TAT _, ���Zj-p' PRICE FOR MITERED END SECTION NOTE ��-.1 SWALES AND OPEN SPACE. �j'1 I`}.�'- I --I � I- I 11- ALL 1N PAVEMENT STRUCTURES „_� } II- II I I THE CONTRACTOR SHALL PROVIDE EROSION CONTROL PROTECTION MUST CONFORM TO H2O LOADING SECTION ALONG THE PERIMETER OF THE; LIMITS OF CONSTRUCTION AND/OR 2\ X 2 X� ANGLE A STANDARDS. SEAT (2 SIDES) W UR PLAN VIEW CA 6060 DETECTABLE WARNING ' 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 , PH 407.645.5008 FX 407.629.9124 SEAL. I PICTORIAL VIEW CONSTRUCT RAMP TO LEAST POSSIBLE SLOPE. r�T ,1 CROSS SLOPE CAN .NOT EXCEED 1:50. a, PROVIDE DETECTABLE WARNING IN CONFORMANCE WITH CURRENT ADA SPECIFICATIONS. RAMP WIDTH x 60" LEVEL LANDING NOT TO EXCEED 1:50 SLOPE IN ANY DIRECTION. ' 5 SIDEWALK RAMP NTS ROBERT ZIEGENFUSS, P.E. 3000 PSI (MIN) CONCRETE FL. REG. #56752 ?' CONSULTANT: ;! 4"- STD, SIL. PIPE FILL W/CONC. CROWN CONC. m PAINT FIN• GRADE OR TOP OF PAVEMENT. I•t � I =I I a •I I d � =I � I i �, �° ,1 �-III . III=I 1. I-+- -- 4"- STD, PIPE (GALV.) I -III p4 III- co 1 I4 I 1 CONC. FOOTING REVISIONS: NO, DATE REMARKS h I 1 07-09-03 CITY COMMENTS a e "1 1 41 L_J d 4 , DIA. 11 BOLLARD NTS 1 , st ®AAs• . ■1■Mrr . ■ ` ■ s ! , ,; CONC. LINED POND BOTTOM SLOPE- .4:1 MITER - TO MA�LERE FOR PIPES 2:1 FOR PIPES 24 AND LARGER 2:1 MITER - TO < PIPE FOR PIPES 18" AND SMALLER 1:1 FOR PIPES 24" AND LARGER AS DIRECTED BY THE CITY/COUNTY ENGINEER• W/�3 HOOK ® 8" O.C. PVC DRAIN PIPE THR CONC. K R 12 EROSION.CONTROL NTS 13 TYPE 11Cf1 INLET NTS 0�4 ROOF/DOWNSPOUT DRAIN NTS 15 MITERED END SECTION NTS (REF: FOOT INDEX 232) ■ ■ ■ ■ ■ 1 ■ FRAME & SOLID LID. NEENAH NO R -1974-A DOUBLE CHECK VALVE (ROUND) OR APPROVED EQUAL. WITH CLEAR NOTES GATE VALVE BACKFLOW PREVENTER IN FRAME & SOLID LID. NEENAH, NO R -19.74-A OPENING EQUAL TO PIPE I.D. AS REQ'D _ AS REQ'D (TYP;) ACCORDANCE WITH PLANS (ROUND) OR APPROVED EQUAL. WITH CLEAR I. VALVE BOX SHALL BE SCREW APPROVED BY THE WATER OPENING EQUAL TO PIPE I.D. TYPE ADJUSTABLE AND COVER OPERATING NUT FINISHED PAVEMENT TROWEL -FINISH SHALL BE MARKED "WATER". \ TEST COCK (TYP.) UTILITY. ``3 PUMPER NOZZLE WHERE REQUIRED FINISHED GRADE 2. FIRE HYDRANTS CANNOT BE �' I FACING STREET THREADED UNION FINISHED PAVEMENT TROWEL-FINISHIll LOCATED WITHIN THE RADIUS �' r I / l - NIPPLE (TYP•) 2 REQUIRED) / / / / OF STREET CORNERS. 1� UNDISTURBED FINISHED /� ( WHERE REQUIRED FINISHED GRADE + ' \\\\\ \\\\� I COMPACTED - EARTH \/ / SLOPE 2:1 MIN / i/�/' 3. HYDRANT SHALL BE LOCATED 4' BACKFILL �j OR SHORING / / x TO 8 FROM EDGE OF PAVEMENT, z ��A/SVA V���Ai` V) 90' BEND , //A/ SEW EF 12 CONCRETE IN BETWEEN CURB AND SIDEWALK. 1 Q5 REQ'!7 - 6 COMPACTED BACKFILL - (2 REQUIRED) 45' BEND �. COLLAR 6" THK: OUPONT 7 HALL BE PAINTED W/ co - FINISHED GRADE Q. HYDRANT S 44A OR EQUAL.. > SEE COMPOSITE UTILITY m VALVE OX cr-12 MIN. FINISHED B PLAN, UTILITY ABOVE `GRADE gni I 'CONCRETE > lm w � DRAINS "D" 124" MAX iz riGlrATinme Anln �• � MJ GATE VALVE UNDISTURBED I m I MJ TEE SOIL THRUST 8 CU, FT. OF GRAVEL BLOCK OR CRUSHED STONE FOR DRAIN. SUMP. 6 MIN. 1 WATER MAIN 5/8" GALV. TIERODS EACH SIDE (MIN. 2PER CONN. PIECE). NTS MODIFIED: 07/10/03 09:73:46 J:\A-J\AMSOUTH\2002.0721\02721C4.DWG PLOTTED: 07/14/03 08.47:45 J:\A-J\AMSOUTH\2002.0721\02721C4,DWG 1■ ,z 4 i ° DIMENSIONS AND QUANTITIES 1 1 .1 1'4-0" JOSRAAi D 1 I A t A2 I, 7 D 1.18 .74 C _00'_0 4.71 E 2. 6 f 5 G I. 1,4 SINGLE 4 92 OOLIBLEITRIPI-E 7 2' 7.7 r 9.79 19.58 QUAD. 12, 7 .42 4 30 2.I 4.9 - 1 7.19 3.56` 4.56'- 8 1, 3`- 2.00 550`- 6A8 92`- 19.3} 12.}3 1 ,75`- INTERPLAN LLC RESERVES 2. 9 8733- 5.56 - TO THE ORIGINAL SITE OR 2.24' __0-77-03- 16.8Y- 21.9 2:1 __2_.3i- 42 2. 9. '-__&.T6- .4 �i .2 SLOPE 18- - 9.44 '- -134'- 2'- 'T.w S.T2- 646- 2715' '- 10.56 8 � 66'- 2. 11.68 f4.$r 1 ' 3.18 9.58 18.75 21.92 37.ge 12. 66•- 1 3.59 19.6 20.+6 39.16 40.16 I .21 4 5.12 .48 4 5.63 9 1.2T 1,41`- 4.3 4,9 7.21 7.75 279 19.5 12. .4 24 2.53 7.18 9.71 7.03 it, 1.7} 5.50 8.92 12.33 1 .75 J0 2.10`-' 9.25 -FI-9Y-9.03 13 2.00 6.98 0.33 4.58 .83 4:1 36 2.67 11.31 I4. 8 1.03 5r 4 1 7 -T6-.FJ- 1.9 SLOPE 42 1 03 I7 2A S'- r 2 25.2 ti6'- 3'7 .55'" 80` 23:f1'- 5: 713'- fl.03'- 2T'- 23" 203 - T.Ba- 3.16 9l2- laa'- 9.58 R- fT.5%4_ 16.75 23.75'- 26-"- 21,92 ,TT:42_ IfSa'- 67,08 2J 3.30 19.16r 20.6 50.16`- 40.16 AS DIRECTED BY THE CITY/COUNTY ENGINEER• W/�3 HOOK ® 8" O.C. PVC DRAIN PIPE THR CONC. K R 12 EROSION.CONTROL NTS 13 TYPE 11Cf1 INLET NTS 0�4 ROOF/DOWNSPOUT DRAIN NTS 15 MITERED END SECTION NTS (REF: FOOT INDEX 232) ■ ■ ■ ■ ■ 1 ■ FRAME & SOLID LID. NEENAH NO R -1974-A DOUBLE CHECK VALVE (ROUND) OR APPROVED EQUAL. WITH CLEAR NOTES GATE VALVE BACKFLOW PREVENTER IN FRAME & SOLID LID. NEENAH, NO R -19.74-A OPENING EQUAL TO PIPE I.D. AS REQ'D _ AS REQ'D (TYP;) ACCORDANCE WITH PLANS (ROUND) OR APPROVED EQUAL. WITH CLEAR I. VALVE BOX SHALL BE SCREW APPROVED BY THE WATER OPENING EQUAL TO PIPE I.D. TYPE ADJUSTABLE AND COVER OPERATING NUT FINISHED PAVEMENT TROWEL -FINISH SHALL BE MARKED "WATER". \ TEST COCK (TYP.) UTILITY. ``3 PUMPER NOZZLE WHERE REQUIRED FINISHED GRADE 2. FIRE HYDRANTS CANNOT BE �' I FACING STREET THREADED UNION FINISHED PAVEMENT TROWEL-FINISHIll LOCATED WITHIN THE RADIUS �' r I / l - NIPPLE (TYP•) 2 REQUIRED) / / / / OF STREET CORNERS. 1� UNDISTURBED FINISHED /� ( WHERE REQUIRED FINISHED GRADE + ' \\\\\ \\\\� I COMPACTED - EARTH \/ / SLOPE 2:1 MIN / i/�/' 3. HYDRANT SHALL BE LOCATED 4' BACKFILL �j OR SHORING / / x TO 8 FROM EDGE OF PAVEMENT, z ��A/SVA V���Ai` V) 90' BEND , //A/ SEW EF 12 CONCRETE IN BETWEEN CURB AND SIDEWALK. 1 Q5 REQ'!7 - 6 COMPACTED BACKFILL - (2 REQUIRED) 45' BEND �. COLLAR 6" THK: OUPONT 7 HALL BE PAINTED W/ co - FINISHED GRADE Q. HYDRANT S 44A OR EQUAL.. > SEE COMPOSITE UTILITY m VALVE OX cr-12 MIN. FINISHED B PLAN, UTILITY ABOVE `GRADE gni I 'CONCRETE > lm w � DRAINS "D" 124" MAX iz riGlrATinme Anln �• � MJ GATE VALVE UNDISTURBED I m I MJ TEE SOIL THRUST 8 CU, FT. OF GRAVEL BLOCK OR CRUSHED STONE FOR DRAIN. SUMP. 6 MIN. 1 WATER MAIN 5/8" GALV. TIERODS EACH SIDE (MIN. 2PER CONN. PIECE). NTS MODIFIED: 07/10/03 09:73:46 J:\A-J\AMSOUTH\2002.0721\02721C4.DWG PLOTTED: 07/14/03 08.47:45 J:\A-J\AMSOUTH\2002.0721\02721C4,DWG 1■ ,z 4 i ° C4 1 1 .1 1'4-0" JOSRAAi v -v-0" SARSMI Y 1 , AMSOUTH r BANK' BR.FL.C.DN.4 3815 ORLANDO DR. ,s SANFORD, FL 1 y ■. 1 COPYRIGHT Q 2003 \ t 1 INTERPLAN LLC RESERVES COPYRIGHT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS ' TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. w. �i PROJECT NO: 2002.0721 DATE: 05-07-03 C4 CHECKED: 1 .1 1'4-0" JOSRAAi v -v-0" SARSMI .s ■ ■ F. G SETTLING 1 "'. r«u ruia w, r umv vrt WIRE ABOVE TURNBUCKLE & 4" ABOVE GROUND. (TYP) 3" MIN. MULCH OR AS SPECIFIED. 6" BERM TO HOLD WATER. DOUBLE STRAND #10 GAUGE ,,ALV. WIRE, TWISTED & GALV. BUCKLE. FINISHED GRADE I 2"X4"X3' STAKES BURIED 3" BELOW GRADE, %NT1NG SOIL AS SPECIFIED. 1 TREE PLANTING DETAIL NTS w �9 TAMP TO PREVENT SETTLING MIN. DEPTH OF 12" PREPARED PLANTING SOIL FOR GROUNDCONER BED. FINISH GRADE PREPARED PLANTING SOIL AS SPECIFIED NOTE: WHEN SHRUBS OR GROUNDCOVERS ARE USED IN MASSES ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL & PLANT MATERIAL - UNLESS OTHERWISE SPECIFIED. (SHRUB AND GROUND COVER D R NTS PLANTING DETAIL r/. � /, •/� •fes �/ y�l#�+! ).. FF , RN j If i + • r` i SOD /� �� , /' ` l�/ v. , f , ,' EXISTING TREES /TO REMAIN r' ; j 0 A.t. �t ;i O iI . i D `ti cb � /' ;�`• �` ;'' .fir/ + { RI SOD i J h 41 i 11 If SOD �r v. WR f i / 1 % Qv 3c° /. ' SOD ! ;� 1.�' / r LLl i JV) TAMP TO PREVENT SETTLING PREPARED PLANTING SOIL AS SPECIFIED. 3 MULTI -TRUNK TREE DETAIL NTS 1 MAIE RED PLASTIC, FLAG ON Wr te,,.. WIREABOVE TURNBUCKLE .. :.-.y��!+�,ti�.•r ��r�' . fir,ABOVE GROUND. (TYP) LIST INT1."LRPLAN 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE VCH ` •� 1 MAJOR CONTRACTOr, TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO SYMBOL TRUNK" ZLLI SPAC N om 1 HOLD • , r :1 ' 11 1 # 10 GAUGE FINISHED ' 1 GALV:- GRADE 2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY BUCKLE. \ vFINISHED GRADE FQUR (4) INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH LI LAGERSTROEMIA INDICA \/1,% PROJECT MANAGEMENT 1 Illlllllllllliilll�!\!�I 1GRADE. TAMP TO PREVENT SETTLING PREPARED PLANTING SOIL AS SPECIFIED. 3 MULTI -TRUNK TREE DETAIL NTS 1 MAIE RI RAPHIOLEPIS INDICA 3 CALLON - 18"X18" 4 TREE BARRIER DETAIL NTS (INDIAN HAWT"oRNE) 3' o.G. RICHARD T.'ABT, VS VIBURNUM SUSPENSUM 24"-30" HT. FL REG. NO ■ (SANDANKWA VIBURNUM) 30" O.C., 3 GAL. ■ �� r TM SOD ST. AUGUSTINE 'FLORATAM' QUANTITY TO BE CALCULATED CONSULTANT: BY THE CONTRACTOR PLANT QUANTITY 7 PLANT SYMBOL " NOTE: WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT/SPREAD AND CALIPER MEASUREMENTS, THE HEIGHT/SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. _•,� /i NTE: ALL AREAS NOT SHOWN TO HAVE GROUND COVER, HEDGES, MULCH OR TREES SHALL BE SODDED. SOD SHALL NOT BE PLACED WITHIN TWO FEET OF ANY SIGN ON SITE. AREAS AROUND SIGNS SHALL BE MULCHED UNLESS SHOWN TO BE PLANTED WITH GROUND COVER OR SHRUBS. LIMB UP ALL EXISTING TREES TO REMAIN FOR VISIBILITY AND SECURITY. CLEAR ALL REVISIONS: EXISTING UNDERGROWTH VEGETATION INCLUDING VINES, SHRUBS, AND SMALL NO. DATE REMARKS r.. UNDERSTORY TREES. TREE LEGEND r� EXISTING TREE TO REMAIN 3 09 EXISTING TREES TO REMAIN' 84. 404 - 8" OAK ■ ti QM 81 , 405 - 24" OAK " 417 6" OAK 1 LMV ' 558 - 36" OAK ' .'...• UTH SOD ' . .s10 SF soD DV 3 10 LMV 49 RI u�rT I 28 o O RI r r i\ LI QV AMSOUTH I ' ., BANK is I � BRYL.C.DNA i. 3815 ORLANDO DR. SANFORD, FL SOD COPYRIGHT © 2003 IMERPLAN LLC RESERVES FI COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS ~ TO THE ORIGINAL SITE OR r PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE 89'J`�4 '4 9-65 PROHIBITED. r l i PROJECT NO: 2002.0721 ,, a DATP n5_m.n3 0 SITE LANDSCAPE PLAN ���=qn, NORTH CHECKED: RTAJ��� 1 ■ ■ ■ M001FIED:07110103 15:01:22 J:\/1-J\AMSOUTH\2002.0721\02721L1.VNU 1'-20' JEFJEN PLUM: 07/10/03 15:04:37 J:\A-J\AAISOUTH\2002.0721\03721Li.OWG I'a20 JEFJEN + .• - _ - it f.� i_.� d 1 TREE PROTON NOTES PLANT LIST INT1."LRPLAN 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE BOTANICAL NAME MINIMUM CONTRACTOr, TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO SYMBOL (COMMON NAME) ZLLI SPAC N ARCHITECTURE REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ANY KIND ON THE SITE.TREES ENGINEERING 2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY INTERIOR'DESIGN " FQUR (4) INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH LI LAGERSTROEMIA INDICA 8'-10' HT, x 4'-6' SPU. PROJECT MANAGEMENT Ai LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE (CRAPE MYRTLE) 1.5" CAL. ® DBH, MUU I TRUNK, PLACED NO CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING SPEC, FULL CONSTRUCTION WILL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6)AAQV1 QUERCUS VIRGINIANA 12' HT. 003420 FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL, EACH SECTION SHALL (LIVE OAK) 6" CAL. ® DBH CA 8660 BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL. 3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO QV QUERCUS VIRGINIANA 12' HT. WITHIN FOUR (4) INCHES OF THE EXISTING GRADE. (LIVE OAK) 4" CAL. ®DBH 4. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND WR WASHINGTONIA ROBUSTA 7'-8' HT. BOOTED 933 LEE ROAD, FIRST FLOOR GENERAL PLANTING REQTS. AS DEFINED BY LOCAL JURISDICTION. (WASHINGTON PALM) ORLANDO, FLORIDA 32810 5. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME PH 407.645,5008 J AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE. FX 407.629.9124 °. 6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHRUBS AND GROUNOCOVERS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. 7. BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT ADJACENT TO AZ RHODODENDRON SP. 24"HT., FULL, SEAL: THE PROPERTY CONSTRUCTION AREA WHERE' IT MAY BE AT ONE HALF OF THE (RED RUFFLE AZALEAS) 3 GAL, 3' O.C. CANOPY DISTANCE ON ONE SIDE ONLY. DV DIETES VEGETA 1 GAL. (AFRICAN IRIS) 2' O.C. LMV LIRIOPE MUSCARI 'VARIEGATED 16" HT., 4-5 BIBS, FULL GIANT' -AZTEC 1 GAL, 12" O.C. (VARIEGATED LIRIOPE) RI RAPHIOLEPIS INDICA 3 CALLON - 18"X18" 4 TREE BARRIER DETAIL NTS (INDIAN HAWT"oRNE) 3' o.G. RICHARD T.'ABT, VS VIBURNUM SUSPENSUM 24"-30" HT. FL REG. NO ■ (SANDANKWA VIBURNUM) 30" O.C., 3 GAL. ■ �� r TM SOD ST. AUGUSTINE 'FLORATAM' QUANTITY TO BE CALCULATED CONSULTANT: BY THE CONTRACTOR PLANT QUANTITY 7 PLANT SYMBOL " NOTE: WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT/SPREAD AND CALIPER MEASUREMENTS, THE HEIGHT/SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. _•,� /i NTE: ALL AREAS NOT SHOWN TO HAVE GROUND COVER, HEDGES, MULCH OR TREES SHALL BE SODDED. SOD SHALL NOT BE PLACED WITHIN TWO FEET OF ANY SIGN ON SITE. AREAS AROUND SIGNS SHALL BE MULCHED UNLESS SHOWN TO BE PLANTED WITH GROUND COVER OR SHRUBS. LIMB UP ALL EXISTING TREES TO REMAIN FOR VISIBILITY AND SECURITY. CLEAR ALL REVISIONS: EXISTING UNDERGROWTH VEGETATION INCLUDING VINES, SHRUBS, AND SMALL NO. DATE REMARKS r.. UNDERSTORY TREES. TREE LEGEND r� EXISTING TREE TO REMAIN 3 09 EXISTING TREES TO REMAIN' 84. 404 - 8" OAK ■ ti QM 81 , 405 - 24" OAK " 417 6" OAK 1 LMV ' 558 - 36" OAK ' .'...• UTH SOD ' . .s10 SF soD DV 3 10 LMV 49 RI u�rT I 28 o O RI r r i\ LI QV AMSOUTH I ' ., BANK is I � BRYL.C.DNA i. 3815 ORLANDO DR. SANFORD, FL SOD COPYRIGHT © 2003 IMERPLAN LLC RESERVES FI COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS ~ TO THE ORIGINAL SITE OR r PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE 89'J`�4 '4 9-65 PROHIBITED. r l i PROJECT NO: 2002.0721 ,, a DATP n5_m.n3 0 SITE LANDSCAPE PLAN ���=qn, NORTH CHECKED: RTAJ��� 1 ■ ■ ■ M001FIED:07110103 15:01:22 J:\/1-J\AMSOUTH\2002.0721\02721L1.VNU 1'-20' JEFJEN PLUM: 07/10/03 15:04:37 J:\A-J\AAISOUTH\2002.0721\03721Li.OWG I'a20 JEFJEN + - __ - - __ - - . - - ' I - I '� , I , � I I I I I . 1. .. � I . , - . I . i I . I — . . . I i �' , , , "�: a. . I I ' . " � I 11 z � � . I I 11 I . I — � . � a' a . I '� I � I I I m 9 I . . . " 1: I '' I . . . � I I .1, 1�1 "I �'­d 1 � . . 1, " I. 1. I I I I I �1 .! , I I ��,`�j ' M ,I-' ­ I.. I., I . 11 I IRRIGATION LEGEND INTERPLA . � -_ � I I ....,I -...'I ...._ ...1,.,1 ....�'_�........"_. I . ,.,_.i...",......."" -I.. ...-_ ..-.I."...\\. .. ..I I \_­ ......_...,. . .. .* ....................".C011I 3. I.". = 0.. '. ." .. > .w.1 Z -I /-- . . . LL 6" PO . , 'l " �.' �0 FUP-UP SPRAY HEAD 570-8-F . , --WALL OF BUILDING ARCHITECTURE��I a 1/4 6POP-UP SPRAY HEAD 570-8-Q GALY.p -' GALV. NIPPLE IN GRADE "� S I " '"'" VALVE BOX II SINGLE THROW 16 AMP n1/2 6POP-UP SPRAY HEAD 570-8-H GINEERING 11 " EWL,UB 8EN 12SIDAKCR/ , 1PEN-TITE I SWITCH a 1/3 6" POP-UP SPRAY HEAD 570-8-T '� INSTALL RI ETC. SPRINKLER GALV. UNION CONTROLLER INTERIOR DESIGN . CONNECTOR$ " PROJECT MANAGEMENT ,,` INSTALLED PLANT MATERIAL NOZZLE /l�' NDUIT TO START q 2/3 6 POP-UP SPRAY HEAD 570 -8 -TT \ f '� \ 1 \ //AOF COE MAINLINE "D 3/4 6POP-UP SPRAY HEAD 570 -8 -TQ ' ,�1l ' :! 0 FULL 6" POP-UP SPRAY HEAD 570-15-F AA 00342n4GRADE EXPANSION SURGE 11j ELECTRICAL CONDUIT \.. __.__­'-_­_......- CABLE' I A• 6" ADJUSTABLE POP-UP SPRAY HEAD 570-15-ADJ 04,"iCA 866 PAINT A COLOR CHOSEN BY THE LA. \ 120V. POWER WIRES A 1/4 6- POP-UP SPRAY HEAD 570-15-Q PVC SCH. 40 RISER BODY ASSEMBLY '/12Ij A► 1/2 6" POP-UP SPRAY HEAD 570-15-H "', FLOW " / ' -- WIRES UNDER I /Ap 1/3 6" POP-UP SPRAY HEAD 570-15-T 933 LEE ROAD, FIRST FLOOR" "�'6FLEX PIPE /�VALVE -LMAIN A 2/3 6" POP-UP SPRAY HEAD 570 -15 -TT ORLANDOFLORIDA3201Q -ULTRA-VIOLET PROTECTIVE 1/2" FOR SPRAYS i PVC CLAMPS MULCH ROTORS. "WIRE AS PER 3/4 6PH 407.645.5008 1°I GROUND LEVEL I I I L 4FX 407.629.9124 - OR ELBOW \I",. \ \.1 570 -4 -CST ' � .' ' STEEL ANGLE ------ ,SXTOR2\ . , ANGLE TO MAIN WITH 45 DEG-... � I I M SIDE STRIP SPRAY HEAD 570 -4 -SST PREVENTER '-' '8 '' ELBOW \\ ELBOWS MAINLINE '..'\111-,JEND STRIP SPRAY HEAD 570 -4 -EST S STREET ELL GALVANIZED PIPE ,- _1 R W 1 01— DENOTES 4" POP-UP SPRAY HEAD OR ROTOR GALV. 90 '--"-**-*_ ON PVC RISER " __,__..............�............. ITERAL LINE TO ETER"__-`1" 4 POP-UP STREAM ROTORfi APT TO CLASS 200 PVC ' I- , I � MODEL # S70OC-PC-15-FA . W' I I 1: 1. � .1 ," I I I # 500 SERIES STREAM BUBBLER I _ _11O - �jI I . � I - I & TORO PLASTIC VALVE A , , - " ' 1'1� .r — — — CLASS 200 PVC MAIN LINE ' I I . � SHRUB RISER DETAIL NTS HEAD DETAIL NTS 0 BACKFLOW PREVENTER NTs 0 ELECTRIC VALVE DETAIL NTS 0 CONTROLLER DETAIL NTS RICHARD T. ABT, LA.�'.�"� """ I ,r',,.. I (D 0 CLASS 160 PVC LATERAL LINE FL REG. #132 1 , ;l . � . I , '� I I■ . o ■ . - ■mI m 11'4' m I I- - - - - PVC SLEEVE 4" IN DIAMETER CONSULTANT: ■ "1";� ' x , :­', � I I --- I I I � 4_1 . I 1'...'_ 11 A f ­, I I i I ; I ... ! 1, .- - �' - 1� , ­ ".- ) 1, . I 4 ­ , , , I � I . . i •11 I/ - 1, - . I / i I ! /�' ­ , - 1. - f _" " ,- .' ' I I I \ I i I . , )l �x : , I I I "j --- , / , .. I . ."" I / l/ P/ ' , / I I � - ' " A -- ( ' I "� ' I 71 I � / j 'I / . , I I ' " I \' / / ---"-, ;" " / .' / '­ . jil I e/. , , / -_ I I I ; / " , , /I - I / " --- __ I , , , i l " . . - . I., I � ""P A�_ , �(._J _ _7 f - � -1 , � — I . 11 , " ." , / , / I 'i I I '('� � " � ,•, ( I / " - . , I / .1 ". -•? ./ "I ____ .1 � ti ) ! -7- ? I , I ' I I Y -.. /fl— — : I .,:� , . -,�---,-' /' " -I%/ . . I �---N' // / " — /I - _' "� ' / "i ' ` A I ... i i , A .' I _ . _111�11 ­ . " . - r -, � j .4 � I 1 - 1-' . It- 4-'- , -��'-' _.. I , .; I , I ' I , /! "/ . I I I * ­ - - � f I I ­; i!"" , '� . ,.,: � � . I. ,, " I , ". � I / 1. , I '�. " _-­'. - .' . . � , , " .' i I I /' _'. N I i 11 � I i '.' I , _­ .* '111__"��" I/ if I , . "i, � .1.1 '. _. I I I I ..!• , V'� ; \ '.' , , I '/ �.'. '-- '(" _" ,,,r' /.4 . " . ....... r'. --.-,. . - . . - -, . --- � : 11 f I �v„,, . ,'r� , /I - ­ , _-- I• , - -'��' / - , I / I i ” 11. - I . I : I , i . ' 'I ; . I " / I f" I '. C, ...... , _... I ' I .. - 1. i -_: i ! : — I . "_ ­' , _0 ! 11 . .1,...•, � i - _; , 'I //r`- , . _. -, ,' . , �' - ;' " I . � \ i f ' I ; I '* - I � / I , - . // �' -11, '; . / . I " I . .1 / __ I ' ./'. I � �-.�_-L_ P 1� I -":: . - , . i . '��-��"" I I i I I I � ,,' " . / / I - j 1111 ' "Y � t ! - I , I I p I / i" "I , I / , , )i 11 11 . /1' , .. / . I ir 1. ":.:-..._ 1, " - I __��'_­_ �,,'.. � C, 1��, ,�� ,'A f. " . , — I , r % I , I I I , I I I / ' - I I � S' . � �/ -I " —, . � ', i ! � j I . . I , I .. " - I .1, - ­ --' . i 11 I I I 1� , .. 11 " ' I I is , / / 1� , .�'�..�' ,-.-. V il I I ' . - I ' * I \ / / ' / it I ��_ .N ;4 ; 4' ' d" ­� .1 I I " I 1; I 1. . ­ � I I 11 , ... . -i . . I 'v, -1 ' - • '�; / I t!..� - " , J, I ". " , �' —I .-). ' , �_' ��� I . I . , . "�' . . I " // I . I I I e ( 1� / ,-".:-' I -1. , . , t " .." ^_ � , t , . I ' . /�' .. ' / ;-, _" ", I I 11'� / ' 1. - . I . / " i 4 i . , I / ! .�.' 9 I .. / ". " / " .1 ." __ .z �� ". ..� � � I __._._._..4 ; . I : . ,11, ! " - - ' I 1* 1.1, '... I - . `i"'. - �.'e' I I I I I I j � 11 j , �_:." ill 11 I j . �_ I " / . .":-'--,--- . r , I ,:--,-,:,-. -, 11 . I . , / // / . '.' , , "�% - ", �1:11'-�71_� - -, _ i I , // (b 1// � /' /., -'_' " ;� , � , - ". / . / , ,-,./ / V, _V� I / // i 11.t....", I "'?W'..t � -'. .1 I "I I ,..," , � / . ��_ // " I . �. I s -) � '.!; _'�'_-_ 11 -'*"-��­ .'� ;I -,-"- - . . �"- - - " V, '! ��/. / / . .111. / . 11'� - � ! . 1, - ' . 1. k :_ Ij , - i ";., I I I ';�..' I � 111�.' - I �t r ' I I \11�.'/` Q'..�.'r /* , / ■ / ,A, ' / "" . � I. .1 ! I / e , v "N , . / / , . .- I ; - 1- _'�. 1� I ", � I , i:� - ___ 1,,t --- I I 1 17 ,. _ I I /' //'� " ! ' I 11 11 11 �� I , I . " '_.. , __7 - , .�." -� I '%� , , I ,',,�� ,, ; 14. , - I , ( I ".. -._­� /.s " , . f 4 J��// f I ". , , 1; I I I I � ­ \ . . i - , / N7 '4 I * , . -__._:-;:'z_=.-1_�� - _.. / ", " I , 11 . I / . 'j" I 11, _-_1 , I/ .-. ... " -, : . , 0 "', , " : . " , -,,--- - __ _ I / . i " , I I I . I // / "" I I ' I , '.1" I I "Ill, 1.1 / - � r I I ' . - , - - ' .___ I I '. __ I I � 1 : . I / 4, � / I , " - // , ! ) 1,jL - , I - / / - . . ? I / y I ' , " 1� . . 1. ... 11z 1-1 ­ . .— . I � ;* 11 I / ,,�/ i � '.-, 1! " .!-,;/,-I 0 'A;-'�: __ � / _-, ' , . I f 1� */-I. - :". I , . , I I , - _ .. . I , , - I . " � ( , I /I .".), ,!,." /' _'... / I , I I / ,,, " / ' . '.� / �' , . / ( '\V . / / I � _ 'I / f / ..... .. I .'_��" / I ,., I ,"' o" * - ., - . / , _'.. '_�' 'Z!7_ .. // -�-". / � I " 0 ' i 4� I / ":' �� !"" ,-)!,r?,,',- r, (';�,,, (;r�,jj ,,, .. _ . I " Z�� P'vl:� I I . , / I , , I . - ' "." 4� '.,'- fl. _ "J. I � '_ - . _ r --" "' -_ "� ­' .. - . - � _ I ! . ,\ I ­_ I I / f ".." U , / J' /. ./I 1'. , , •1 , , , '."'� , � .� / -, _ . i i I I j �_ . � /1". "I " " / / 1�1' i /,. .f .' I . I � I (-- - 11� '<� I- '� '.� .- I . _ . / . / /;' / is ,. . / , , I .. � " ", ! I , I , . I. 1.11 I i\1 11�. --V.' . - . 1) _­ .. . 11 , I k: I � ..... '. — . -, . **� .1. . - -_ - ; I , I I / f - I /' ( I . . "I / , , . . 't��_' ,--" -I- -�' .:-,* -,i � ' /_,,, --r, '5T --/r __�' _... I ---. I I I .' " !/, i . z �' _-Z' , - , I ! .. / " . ,rj � / ­ __ I . I I / / ..� , � i I , � ,11, I "I ... .. -1 _. IZ-1 , ­:-� '_' . I I ­ - rt'w", '-'�Y' o ? .. ­.. ___: - - ; ! I• I e 11 . / , / I\,. -.1; // r I , , I , /. i � ; I , I I 4. / / . , . -) , / 1, - , / , , - . I - 1, :" - . � I / / , / . !).� I" , . , - 1, . , , / -, '\.- il � _ . . ; . .. 'z_1 I - � .. - , . . , .. " �� 1, . . I __..' - - __ � i 9 I , . I I / " .' I. . . 1-1 4. ., ."'r. ) ? I "' I -, I ­. \ 1. __ , I ' , . - I " . "" , I , - _z_1 , - �' �'I ' '.1• ' . - �. '/ � _ '---:::: ' � I I I / / 't:. ", e" , '�' � I -,-! 4 4 " ') - -_ ; I I .' . I , I I - / / I " , - , �' _.. - ­' _V I I ' ) " i I 1� i / - I-. I � 'Z� . I I,- ". i ' - .-:.:: _- - 11 '­ 1. I 11 ....... _ I . .. __z-1 ;'� I 4 A / � � ­ ". ­ .1. , I ... _/ .� I , . " ; . _j� . .' -, .. . 1. �­ 1. /' -,.. - I I � - I "I .11 .1 - .- I "-. ' - . _ _' . ­.. ;. " . "?,." I .. I \" . -I-..:-- I � ­­ - 1, - __­.. I -- ­ T'-� . . . I I ' . - *\ ' ' ".. - 14 4 , " - �' i `­- . --- _ ; r -_ is I I -�' - , ,.,\ � " , " is / .. � � , ' , , / 2 �-- , " ' , ' I I / 1/ , - , / I , ". , / , , " \ r, -1 / - ;11// ;; __ _/ "_ . "' - - ....' ./ I- - I r \, / "' , , " / ." ." ' � . . . I ­ ---'.-�'­ . , , . -: t r- , i '"* \, "' , 'f, ". . .. / I /(� , , , "I L4 _­ -�. --- / - 4 -"-*-- � -, - - ( , , I., / " " ' '/ "; . - _'.' -- / I ., r ---- __ ; I", i I , 11 It i ". �. , -.1 I . 116" ; ",..":[/f._r" I I / i :' ! , "I , � : , - . . I I ) , , / .1 I ; 4" -'z **"*-..,., t: / I-,; - .: " ­ '-- I " - 1, t -_ I 9_>1 .' .�'.._ .1 I I / '___ '> j., — : I I i I I - , , . - , - , , 1 " * , " I '�. � -'. ,,, "��' '_ -, _� ,� . - �' - , I / _ '1�_ - ..' - i ­ __ .. c" . "/ . " , � I I I / I I "I . " "'.- '�'i%!:/ � " , T'/!-1 �;' "'t 1-1 - f - - - f I -j" -, I . " I '� "" '� � ' ­_ i ! : . " -, i" " I , "'.'/ I ,I 1" , , ­ , "__ _'-'�','/ -^-I--- ...' �'�; , . ,-- *; - - _. ..-.-- ... ---",-- - 11 " I I . i ) '�' . I -_ . I I e " ,, '� - "' 1-. O.", I V� - . - .. , , '. ! \ � _" ,,,,,, / / I , j � , 'j , " " , i '. �e �� _ .1 _...- - _ , ' s(i / / , ' . , \ / ' / I / - - 11 I ". � . , , / / I / .l." I .� 3, - V ,,, " '4 - I , IN I 1 - - . - - - - i I � : � I , I � ; i \_///' I / I / � / / ; . 11, -_ -­ i � I /, "..2. I . 1_. I 1'� 1 — . I # I j . :1 I :_ 1, / I - ". t / .,.:, ! , . ..' —­ �.,) . I � , �. . I " . . I / _: .'�' ! t �". r" ) . I. - /.I f , ',,.� � I f I " SLEEVE 11% 1� -")':�t_ . � 11 /'.' ! I - " 0 - . I's' .. � I / '.� / . / � (TYP) 4 . 0 r ,)- - , , , ' " I / lt I ,;.e ' I '/ �� '/' __� I .'_. I "tIz- - _. .' " i. - � //" , . li(- .' - , I //' , ,/ / y � .--- ' "I I . " f •I , / . , * '! ­.- _�'____ I _ " '( -/r '; I / I ls - , . , - , .- � , I '. I " I _'_ . , ' .1. L , . ­'___­_ i i I I � :("7 --. �_�' ;'. I J, ; , ­ -_ I . . / '-'�_;".v .... . , : Js " 11 J 0 /1", I.", ..� 11, / ' / 11 "'/ .' iv I . , � / - C�� I I / I 1;' I / "I , ,I , � .'� . : --.I.-' - � __ , -'.-::::::� .. . 11 ! - - . *\ " ' � I . I _� ..­­ 1. . ! 11 ". / I , J. ' ; : It--"'-__'".__. .. ,---- ­ - , ''�'� -!�.- I ei / I�1 ... 1:11 . I '�: . I I / ..- ;/ '.I / , , . , , , 11-1 ' , " , / I I I -1 � ­ '--I- 'v- _�:- `__'4t- I, - -- � ..&'� -`... ; .- 11 I I , , , V� " " � / '/ � ) .. . r, - ; '�,' , �') ' I " ­_ I-- .' Z . _' .1. )�" -,-.. .. . . I Is i f, . - i IF - I - - ,, -, � I , J I-, .- i ! . / I " / / -, . , - ,D - I .� / I I . _� 7 . ­ . --.--.-.- I �- 'f- 1� - . , / , is , ' I � , / --Z:�-- . _-'r- ". ... . I �'� I " - "s ._, . I * , /11 / I I / i ill � I" ; .. " I ��'. , f , , I . , /'� -_ I ,, I . , I - , , 7' / I/ " - .--,- , � ;/ 11 / I., "' I . I i -' '� I &'e! _�' 1 il - , ' ' � - . " ' / / I (TYP) 4- SLEEVE 7/� — _%.. '- __ I / '-'-�-_-�Z.�::-_ — (�' " ' 1_1__r1.'_ __1 __A'_'�2V1/'_;"' ;. / ?� I " 51, . I I/ 1� ... - 19.1 1 ­_ . -- �_':�:" T k ; . : _r'! / ,.,.,, 47 . 1: I / / / "/" , I I I I I �/ -_ ­ �' - . -­ --',.,- ­­_ _ / "V" ..", , (� f- f. , I '� I i I ". , I ) " / / I i /" I 1 4 �� _1�1 I — - _ � �­­".' i1A _", , /.� � !� i?.: I I / I I i , I . . )) . 1� I . __ , . -, r - , ; I . I/ / . J � - ��__. - 1, � , // I . . '�__.0 __1 . ( it\//-, . , "! -----" ;." -­ - .- — _.... / - / �.. � I � � '. I F � �\il` 0"'� .1 __Z-�. .1, ." , -1 -------- -_ I ." "';' ____ .- �11 — :. -, — � 11 // . ... _' , . - I �.' . . ... - .— - --.' � //� / I 11 (� 11 ' . a, . Ak 1, , 4,, . , t I i 1 4 . I - ­ - '��-._ !� j - e" ".. I ." I , ,,, , . . 11 I 4,/ / -, I %� ' ­_ - - . ' , 6 "'.' I, - I , " / /! " , , '. *' -"' / , , �'4- el'i r, '.. I / , 1. '"'­ , I . / // 11 ; I (::�) i i , .,• I " .. " / i� '.� , ' __� r/' 't , - -, ,,, . .' ­/ �_ a . ;-�' - . - I -----,--. - -',,- -- ..,...,-7_ 6.6 11" -11, ­,. , (-""� �; '�' " 1; I I i , il " - '� ! // 1. ; , , /,- "I '/ 4 ... :' �L� .Z�z . , ­ . _ �:'�_. � �_­ ­U-�: - � , I I , I ; / - I 1 '3� �' ", ��-' . .. .. _ - --_-_---- - 1; r )1;�';' '. , '-" // / . _. --�'! - , -, - - ­ '. I 1, ll, / ( // i .", I.. Al �_'. 1. A ." .t.i_ -'�'­­ - / I '.. 0 I., . _ - - � < .. i" I—, -, / .' I �11_' � I . �_.__� -.''-----,. - _.— —, - —4, _­ ­_ ­ — — � N , ! I " ol 11 I " , , _ ---/ I _ . __�'r"' -� 1, I � . , d _­ '_ '_t/_/4:. :�!e .-- I" I / I , " ill "\ — -1 � �. ." , 1. " / 'I '�_' / / '* . _t�_.._ . _. - _". � /1" I �� ), -- .- .' — — " I I � I ­ :­ , .' I .' : - .. ;1 . 'i / A_ 11 v 1! / I , .— I I , ; I I / / --, I .... , I ��j-'--_"__ � % 11 /I / "I•I 00 ,-­� ­" 4, 1 �__ -1 . / . — -.y,-_ ' I I .' /' t 1, I/ " " '_� 1A _ -_ -_ _ l?" !", ./ / - _ -'----. �_ ;,--.- ...... .' _ I ��'_ /' f, ,� , ' " I- / . � 7i I ' --.-. ­ .41.- . -1 . I .. . ", , P � / . , , I , , /V / I I - I , I // / I I I - ! I., , , I / 0) / " / 1� ' / . , - 1, , " -----. - - - I - i . I I 11 I . / I I/ / . I q '. /I ? , . _! t' . _ - . ­ , J��-'� * I I I .. 1� "' - ­ '' 11 I ii I /I ! / ANSOUM (' � / ,./I. t" .1.1, / I . i " /� It , A, " , � . It ( � ." rI 11 ! . 11 , -1 \0 1._.)'.j . - : " �\ A--_ - 11 // �' . - FA � — -(D .'� V-1 I - I- / I/ I,/ . I "I � L: I I--- 1 � � --� . ­� I 4 . -';"'j.' , D I--- 3 820 SF [N � Aft A& , I . / I / ') ) fib , .'.. . . , . /'/ / I , , I i .".I'- " I I /---\ � I ­_ - " - - " . I . . / / I "I (1), / / . 11';�` ""' " l:" , , / // I . . qGrr "'� - . . ___.�:_ -_ " \' / . / \!j I - I "_ I I ' I I f I I I '�' ­ , 6 . I \ I 1 ' I . I/ ? . " " . p L /' '; ,,, - "'; -� I � , , 0 I � I , " l/ , /-; ��" . , 4 . � � // i / , / " is / i . ".1/ 4' il/ "I " � // .", , "', / ( 6 I --- "' : ii ... I " , (I ,( - I I , . / I . - � (D . � . n - (_ - - �-' . /I /111 � "'. "? .", , � / A, ,./;" , / / I 11 I (D ) ­— . - e ; ._ , , \. 114-1 I ". , — . / 's, "" . ;' " a" /1" / .,A�' I ""'V , , " '�' 11%, , `4" 111 I . I I- // /1.11 / // I "�" - ." /.,.,;),�q N . I � I E . " .,,,- ,i� "�' / /' . " '), . II , H "I '.I / 1 /'; I -./ . , , v . ISLE Ill- � 14 - - Aft— I I — I . I . 1, A, . , '_� . I I "/ .1 �_T - ��"�(b -1 - I tal "�' . I , I / , , '." ­ 11 ' . / ".t. I / / �' Y � -/ ?, . ' - - . I i lt� I is / � ' I - , 'i b (') I — '�� I . I FR I . '..' , '/ 1�1 I A ; -,-..! / I I ", I \ly / 4� �'/ I . ' I I '/ . / , I 11\ ...- D i I I / I I ';��' / / I � '. � - I j A / , r . . 11 i // -'I-,- I I 11 , � a i I \ �ci - I I/ ' / '"' .") '% - . / ..' // � . - / 111, 1� Jo /I .?' I-,' /. / / / / " I•' / , ,---.--./--..-. -.-- ___I_.___ 77_...___ � -_ ­____­_--' (T� I tj I11 " I, - ;___�_ I J, / , :;' 1; I . ,` 1. / 4" SLEEVE .. - I ------------, --- '_­ I 13iF 4e, '111%_ / � / // - /' / . . I ___ - ______ ______ ------------ __ ____ ______ ----.--- __ -----.--- - __ - __­_ __f__..____.'_____.___ --f- . "I I 11 1 4 \ I . - (TYP) I / / /', I . "I /I 1 .1014 14. --J")-- PIPE CROSSOVER __---- BACKFLOW PREVENTER _-, IRRIGATION METER [-C] CONTROLLER LOCATION E RAIN SENSOR LOCATION ,,,,-VALVE ZONE NO. e8.8 2 1" VALVE SIZE VALVE GPM VALVES & 252-06-04 1" VALVES MODEL # CC -P09 NOTE: MODEL NOS. SHOWN REFLECT TORO SPRINKLER HEADS. ANY HEADS OF EQUAL QUALITY MAY BE USED WITH THE APPROVAL OF THE OWNER. I . I � - I . , AMSOUTH a A em // , , 4' 11 / " I La ila: W.) I '�(.; . . I ' i � , , I / / / j ,,, 11. I - . k 1) _�. I '��-111 I I.,. V '�.. I . 1 1/4"' IRRIGATION MAIN LINE -0 `'3 , , I I / '��' .1, X, 1, el 'z-, '� , *t,, BR.FL.C.DN.4 , l ; I � I , � i / � " I I / .11 .. , ", r �;-? 4 II I . / 11 I I I ','(� , I . s/` ==> .r.,1. , , I I i / is, "'l- I., .. I � I I .'N? "IN . �� 'Il I I \ I/ , I I I /•, `/' , 1"' - If, I I I I "� . I I j I V 4 J:D-, ',' - / / " / � I ) lo� 'A I . — / ! / �: I 1. I/ / , "L),/ '_�� '�.�' 1 5 / "N" � 3815 ORLANDO DR. / f ' / i I //'�! - e , I I•I I / , i , I ' . / " p , . *., ' _N* " �' I �; " " J. I',' A. I I r, ( , "'i� ; I I . " . "I 10.2 I's - " " / / / . " I .. CK005;n ..'Pl . .1 '. : => - // " , . I -' / * I U - le;4 . �'. �"' "I ' .. I t'o I I I ,,, SANFORD, FL . ­4XI'�'­., - 11 I _10���� 11 . '." � / ! 1, " I / . " 137F .4 1 . -, .. I // I '? e-t. 'Is* ". " .' i "I % 11110 I I 1, 11 L , I / . '. , ! 2 �4 "I —\— — — — — — — — — — — — — — — — — — — — — .. / " 0 ■. .. ('�� . , . ' I ' / \ 7 6 '/", -_ I I " '/ '. % ;' // / // / I 11 , ' 11 " � j j "i, -_ - —i " . I/ ;/ // \ 1 4' '� ss' -1 "I / LLJ I-— \ ,' _� -4 i ", ". 1�4 �V;"(" N"'? �'."_ l ',/ . 1 1�'1.14 1. r,r) ��' 1�v \ 1� 16.5 I" 16.5 I* . � -1 __ .-1 " .;., " / COPYRIGHT @ 2003 ;!��'. - . is , i" ''. -, - f, y- �.'- t " / .11. . . // , 4 . . I I 4 /1: . ! ­!. " " .. �� 1�1 �' \ - " 1, e / Irl '/ . - __'__' -, , mw�'4'.'_'A' ,-- •1 , . -­VW.'L1V' ���"­' � �' %INTERPLAN LLC RESERVES I ­"'� / ) �' It I - ---.---"-!,. _" 7 ' , ­' I �' '*.T I ....... ­ _" I . 1. - - IN, I - , '� �U � _#..A� f,��. ­­ .." 11 . \ COPYRIGHT &OTHER RIGHTS L '� ­ - /...' < Li '�­. " 1, '�­' 1-11 -11, - __ C. 1 "sit'�,trit_'A'_"�"' . -u ` . I I .' 1, 11 ("_ /j- ; � , 1ys." I (5�� = :2E 1-1 w - IV mw i 1`1 ". ' �" ' " " // I \1" 1;21 "I, /I -, , '_ _1 -, 1w mw w 1w w "' I'll, . It . RESTRICTING THESE DOCUMENTS I //` . CL,� 1/4" IRRIGATION MAIN LINE - _11x ­/ . / " < .. • I I _'., - TO THE ORIGINAL SITE OR % .'� / I I , '. _ - 11 " /// ry < ;i� f...." I ­'L� q " " j/, . / F�_'' - . . I , '. . THEY WERE , I/ i .- I '.._ 11/;� J/ / PURPOSE FOR WHICH TH ' ' I j , . - . I . " "� I / ' CD Li - PREPARED. REPRODUCTIONS,, , L � 11-_�1.11 . .1 / , " '�'/ if !Abl ' ",�, I 'I - � - - - - — - - — -_ - — - ..'�&] - — — — - - — A - - — - -- - - I — _ - / , .".. .".9t_/ / 5j ;% I w . w (Aj I& a] , ril I ril - - ­_ � - _­ . - ­ . - -- � . I . 4 . ' - � -, — x I 5Q - - [A] ._�_ jAp._ - Liij I- ' C] CHANGES OR ASSIGNMENTS ARE , I'll L.: C / j � . P'L � 11 il I /I -..-- ' 11 `­' '_`�.. 'L lin" I .�. is ';j'I , ' 's.... � . PROHIBITED. I � . I / // I '_" � "_", 'I * - I I 1; . 11 / I I � I I r1l -, . t-' I .t� -/",L" �: "* '' , , I '� - I (I. .- - .11 . " ." I I I _: I / N ...' -'. " I ' . , 'i --L-"\ /' "I' I 1 -Af ' � . rj�:_" -�Lj-_-•-.__ ':-�� - ­�­� — -.-­= -�-�' ��' --�------------�--l�-��.I.;��.,��=-�:�.�-�7�--�-�-=�=t�.��-.�.--:==i�--�-�,I L " . . '�!­=­ 'L. `tj-_� �- =-�-=­-_ �i _ � . . , I , = t_- il­­­� �_'­� =_ ­;­ . ". � � " : r��_ =�;�4=1­-_' � =� f�_-�� - = T=_ - — - I I . �' " , I - I i," , / , / , 'I . � I � " ­ .. _ _7- r . L , � j , �. *1 . ! : . . . � ' a .) " I i !I . I , � ­.�' , L _" I., )P;(,' Cj)";1'19 I I* "'.. ' / / It / � I �L � . � " t " . I . . 1 // '� " I, /�' ! , , , L / ' 1_': I,--- 7 1.) a L' I " / �. "Ill" / / ,/ . 1i ' I I , " / / t 5 11 I 1 q " L ' . ___­ -� ;` / - I I . : I I L . , ' j � I � I . I ' I / " _� .1 ' '­'.�­­.. - L ,' I 4 '," , . . I I I / / " . /' � . I I / ­ I I 4 I - I L 11 ; 1 i . I � I I . / (j-') , 4 ! � , " " 1'_',' * I . I i�� I Is �:: '. ' L I / I/ I , � / / I . 1i ; . I . . r il I� I � � I I 1. I I : - ' 11 I" . , I " I . . / / / i I I / .--, , _'. / . Vi, �" 1, .4. �/ ,,,, , " ! f� 11 I I . I � � I I !i * " I I / * . ...' . - -- ' . � L . !: j! , .�' ' - L L � ", I L ".''" I L I .- / ) i ";r I � : 1, I "I I . L " L ; I I 1-1 I - .1, -1 LE? .j ­ " il �4'75"Nt EV),'L.'�'liNi" I " . 'r- li� • ...> -, r L ,.r ) I C' I i . d ..' '_.� I '' / / I I I -i'�' IiL I I / ' / I I " '� I ; / '11_"' / ,,�/ f 'L! " , I / I ­­ . I I . . " I I I I 11.11- ''I , f ' . 'V N , '11, f/ I ." � , I . "' ' , i �'., , � '? , I /' I.. ' // . / I . ��� . L , ' I �: 11 v I . . . "" L , t " �' . � I 'I-," ", - � / � I I . PROJECT NO: 2002,0721 . �.''�'�L': ��"' i . /1' / L , L � � 1. t "­"' " 11 - - . ' o ':­� �, " I . .L I :-,,, - / /'__ , /h / I / , L "", �_:"�. , .1 " . . DATE: 05-07-03 Y I . I : "' �" 11 ff! / // / j L , w I a L_ I I N I % I N-01 I % I I N..01 I .11 I L -d It I 14 . I . —v . . .. . . - - . . . . . I L . ,"' � .", " I j� : i 't. "i , L � : I L '. . � I �� ,,, , '�"­ I I . I I I CHECKED: RTA , J� Al'��" � �. �' , I t" j L L . .. L I . . . I � I . . I . L I I I I 1, z' I I . � � , �!"!'!"' 14;*1 . MODIFIED: 07110103 14:14:33 J:\A-J\AMSWIH\2N2.0721\0272IL2.M 1"-20' ANEN I o'i I'-20' JEFJEN L P. PLOTTED. /03 14:57:17 JA-\AMSOUIN0721\072IL2.DK 07/10-JH\222 � 4 - . . . _._~~~_~�~� 9 a - 40� -' �~»�\0��8 "�v�K �"���� . __ . ~ ,-"' � ' - / ' �� / / F` ' I. 'I: I. 1I /�/ie ,/ ////4 4 11 1/, / II I i1/ I . /1 /t/ / / o. I ) ". /'I" I i . I, ", I .. ,/I- i"/IJ/./ -i-:I1 v- I - (" j - ­'i�I,/-_4_/­_4,.� ,__--, ­-:,:-".:� _/I.-__ " *l -','z ./ -,_ 7 --.--' _-I.. ." . . ,, -_.-' ;-, ) ) -i ;',y .'1- 'I_ - ,- ,I ., , ,.,C.'x,. .0_-�_",-5 ,,.," t_�� ,1,.,, ,,."-& I .- .J 1 - _- 1; _, F 1_r_'�,_,1_1 __ ..I ­,__ p,__1", I,.' _- "-, ".\. _:�-, /_Q//_,__I_1. -:... _ -,.'i __II i, ll _. 'I,� I- 1,: " _ :_ I /11 \ I , \I� ,.J/ ".. , 1 "-. ��.lI.j-) /,, -iI I.- 1 - .,- , ._f N1, A \.._I . !- �_(",-_�11), _ _ VI - 1-i 11_ _!- - _. _-_._,._1,/! -I,i-il.11-- -I -"- ._._.. ._-1i 1_ ) _i1_�<.I1..-,­' I�i, . !_. I-I,f,- I " _ -.- -- -" -I' -d 1-I *iI�I-I,--',-. _---_ - -_-11.-k/.I/-I -, " 1 --- .,-__, -I I . 'I. - 1f /._-/,.- .-.I. �1'4I,, , v ­,,.\ _" '1. 7 ".. I. ; , ­_I,_,I) D. -- I- ! -,I . 1'�I-- , !J,i'1/ft ,iz"�I /!,1!U ,� . _. ,1I,I I' % . . II . 0! I ' f",' I: ! I I,I \ . ,I I". ; - I.. ,; 1 I, -t _.1, ? ? i _; _(-.i- 1, y I I":I 1_ " .­; I :..,., . _! ­-_' "_­­; _.�1 7L ­ __-; t., / -k; � /1 * , I-'.-- -/ -- : /-- I - .,- !-i I I; 405 - -�O406 ���_ U ' ^ ` - " X���C�� U�� / ' / ` / ' I�1"I.I I11I. 1. ., . , ,. II : I, -. I II IA I..III.I . I 1 I- .I I 4@5 24^ WAPL� K U»^�~ U �- ~ «�u« « » � ' /'` �' �~-�-- ^ ` ' ` / 407 - � k6KpLF/' �407 - �W" �AP[[ / /�_ / . ~ ` 404 dr U�K � ' ' \ 408 - 8^ [�A ' 4@8 - U' [AR ' . , � . // � ` ' 4�9 20" P{N[ �ou �° vvn / ' 4WQ - E �� - ' / ^ . `` " �// n ««» / � 417 - G^�8AK ' ' 4|8 - 1]r CH[RRY �^,' . ��U �V Uxn / . � 418 - 13" �^ 419 - �J@^ CHERRY - ' \ � � 41O - TW"CHERRY 420 - 18" MA0NULQ\ » ~`` �� 420 - i8^ � g\ -/NOT _iND\ 42| - 0" CAWPHOR . /9. 77� � � 42) CAMPHOR 422 - t" OAK ' ^ � . � - » ! ' � /II ~-.'' I .OI 422 - ]"`0AK �2J - 8" OAK / / � __ ~ 423 - n° {AK 434 - 10" CHERRY / ' ' � _ '~ __ 424 - \0" CHERRY 42� - \2" ' / / I _ _-� ~ , ' ` �425 - 12" OAK 42O - 0� ON< ' / -'__.~ ' t1 / I ,I 1 l II j II . I / I ; I ,* d /�II/.I.'4, P/ /� .y // 1. / I /1 1 I ;r //1I� !, I - ------ - --- --- - - .-,., - 11_ 14! 1 .. - --- ­__,4iI! , -I , I" 11/ I; / ; __ _j- - -..-. -1 -,-! .. : r I . - ­_!; _ , . 11. � / / - -- 42O - �0� �� - 1��� ' ��_ __ -_ __ __ __ __ __ �/�,, .,_II' -I-,_ ,/ . ,I -/ ""\ II "I/_­/1IiI.? /'r/ , 1i,//. .-_ -I�j .�",j/ I ., ,,,?Ih1 f?1, t , . ,I"i--,1�,,'I,-!.-,.i-" /,.�, A ,, /,�4 f1,4\v.-I .. .�,, ,,.,; ..I�, ,/,� S ,/11 4 ' ,I ,/1,1" 1. I_"/-,. -,,,1. I , .";-" 1 ,,"� -.' .-. , Il , f, / �\/-�., / /. /�) .�.,'Iz1:,,t�I`-,NN,/ I , .-, ./\ r,i i1 " j" -,i /?v , 1_' ,A, I "/-. `'- I..\r ,_,I1"Nr-'_­�.!I. ,/ . . " 1,.,,/.,/ ,e� `i,/o _i -, -L/ �._ ..,, 1, --/ I .,.1._ - , - 1 . ,--_. '4 ."/,,I, ,. -__­.`",,-_"­�1_IIt,;,�1II.1_. -!/ ,)`,,,I 1: lI,,.1­_,�,. -.`_"- �, :._- ,_N,�!/ .­�._j_' // I-, / ,f / .. I , / ,.,," .!,.<,I1.I/!I � / , ., e I .- ..% .1I,..I\1,1/, . /7,� I, . /_1 _,1'/,1I , 1 ,':. -,! '"--,Ii...-.1,"-_-.I1,/ ,-I.I-. "" _i _ . -1. ., /,, ,_ " ", .. 1 / �"-./ ,1/ - -'. , "­..II ..- -.-, ,, - )"(I -/ ,-I,, .-", ,.', , -/, -'/-.I i �,., 1�­,,.1 -.­, ­,,_./ . -"_,.,�_-,l_f /."�._r .,,ZV, 8- � - I , "- u _l , z­I,/IA1*IZ,1' ,_ , 0" ,,'/ "I11."Lf %_1- '1I..Z- , -.', �I i_v/ _,-�."LI:_'J/_. ?'__I.f ,- .. L.'_ ., .1�,iI_ -.,:,"l-.iI�., . . -�` �",* _i-'fi/-c,,iIt_I.-Z,�-Z_,,-1�_ 1�­,,_,,f_111I _, _ .I` I- )�Y I I!I - ,,,.- r,- .1 " ..I_ . -,1 _ 1-;.t ,1-" ,' !..'_. . '-- ,I - W-1�,. ,. %,,"-.�.',-o ,­.,5)-.�I _ --11. - -r-, I),-­:�'­I!?6--`'Pg,,_-q - I-. . ., " ,,.- p .,1, !I , -''. (�.I9,I,"1­. rI.ifII,�"p",;'\.-. m:',_�,-1"­%�� -.-I I v,i,* V..*_,1,,,,. ,,!�­�,;(,.1" 1,r-,�',1,,­ W _ :,,- :­R,�f �-. �,_­;�,.,­'-I ,,4 �-­TI­.­ , -'._,t_ -.)," .-,­--.."_'- 7 -_-r1.,:.I-- __- �­ ,c --1/ 1-�.; _! -_`_0/ - i, 4., _­.�_5,,V',i?_.-1­ V,.-_. !." ". - / 1.I1J- I. /, .1 -.",.- . I 1�/:-1_7 !// 1, " / 427- |0" 0AK 4�0 - 10^ OAK 428 - 18"OA% 428 - 2-10" CHERRY / 428 - 2_10° CHERRY 430- 4J0 - D" CHERRY . ' 4J0 - 0" CH[RRY 442 - 6" OAK / 442 - 6" OAK 44J - 12° OAK / 44� - 12" OAK 444 - �" OA& . 444 - 6" OAK 445 - 3-8" CHERRY ' . 3-0" CH[RRY 44O - >2^ OAK 44G - l2° 0A� 447 - O-2*CAMPHOR 447 - 5-2" C/�|PH0R 4�0 - 10" OAK . 10" � 45} - 10" CH[RRY �� ^ �51 - 10" CH[RRY 452 - J -O" 0AK m " , 452 - 3-8* OAK 453 - 24^ OAK - 454 - 36" OAK / / . " . / 4�� - JG^ (�& 45� - ]-l2 0AK (/ 12" OAK 466 - 18" PINE / / / 466 - 18" PINE 467 - 10" PINE / / / � /' /_ _ _ _ __ _ _ ._ _ _ �_ _ _ _­ __ _� _ __ _� _ _ 4O7 - 10" PINE 4O8 - 1F� P{M� / . . I II.I."1 , .,I ,/ ..I/.I//. I . //I // ,/ I . , 1. 1" / 'V/t) ./'/ -. /_///­ /)II'/ /./ / ll,� I, I/ _I,V/�, . I / /- . � . II I/ .I i1 I . . . I, I .. I I.' : (I.I .I ,J . . 1 ., �., I ,I II 1 I/./ I 1.1.1�1 .1. -I Iy/-, II ,! I I 1 //I1 // /-1 / /- ///I / ., . ,, / �."$ ,II .I ".1,/. 1 , 1/)t , /q I / /I/)/ / I�J,`. / 1I ,.4 ,1,,,, ,/, Y/ I1".I, 4 .. I": 71,i ,,I� -,)/ /,/.,'"� .,..` , ',,/, ./ 4 I //, �!I7P � , ,I ,I Y / , / I./ I I , X, V'.,',I/- I./III1. I., ,/,".,,, , t"I ,I I/, 1 , /// /',,.- -4.''/ II , . / I //" ./II1I`"/ 1 ',!1- , � /,II */ 1 " I/ ,1,tIf.I,'., 6' ,,- , ' I 1 I " 1 -I /-) ,' .1 I I l ', , , ,1Ie'/ �";f i, -eII )-A..,I"/' /,I­f;� . /-. I-�/ ", *'�lI�/ , ,-1_ , 458 - " NE 4Go - G" {�K ' ' ` / 4G9 - 6" OAK 470 - O^ CHERRY / / / - . , � " �70-- O CHERRY 471 - }@ CHERRY 4 471 - 10" 47� - 5^ OAK / ' I 473 - G" 0AK 47� - 1�" OAK / 47� - 1 " 474 - O" CH�RRY ' 474 - 8^'�HFRRY 47� � 1�" CH�RRY / �75 - 13, CHERRY 47O - 52" {AK 475 - 52.�OAK 4.7 - 1O" OA� 477 - 18. 509 - 1O" OAK / 509 - 10" ' 510 - 10" OAK / � 510 - 10" [�K 5>) - 0^ OAK / ' �11� - t� OAK 512 - 10" PlNE _ 512 - 10" PlME 513 - U" PINE ' ```` / r- -- -- " / / �` ! RY /�/ 1 ./I I1, ,/ /.,,I / ,, p . //_/__1 ,% II: I1 51J - O` PD1E bl4 - l2 0AK 514 - ''2" OAK �15 - 12" OAK ' � I � " / . � 5}5 _ 17" �AK 51� - l�� HAPUE � 51h - 1�� �APLE �}7 - 8" [�K / " " ^ / 5|7 - OF�{V0( 510 - 12 CH[RRY ' ! 5|8 - |2" CHERRY 5�8 - O" CHERRY ) ` 519 - O" '52@ - 2-U" CH[RRY / / 520 - �-U" CH[RRY 5�| � 10" PYNE / . 521 - 10°P1NE 524 - 12" CHERRY / ' ' =u�r' ! � 524 - l�" CH[RRY 525 - 10" / ' , 1 w.�".. ' '/ ^----`' ' --_� ��! = 17 -'' ` / / "`' ' ' 0" 8" ' -~ ^� �2h - l Q1LKMY �Zh - CMLKKY 1 � /-� -;�__1_­._�//�' ��'r � ' ' ' ] - - " �/-'` '' / ( ' ~ � | .� �2� - H" 556 - 24' P{N[ � !/ I'/ . ! , / ' ` ~ 55O - " � 557 - 12^ P{NE � Y ' ' / ' / - 557 - 12" PINE 558 - |2. PINE / � L ' �--` ` /' | ' ' ! ' / ' � . 558 - ��^�AK 560 - 8" UAK ' 9 ^ E�/ '' / | '' , , /� ./ ' ' ' �-��` r� - � ° � � ' . jI1_<\N, L_t. , ."-, J-_v-/m,L z \ .1I_1� '�-1� /,,_-� -�.� / �_ F I, - I " .,� =. Y I 559 - 12 P/N[ 5O| - )5' P{N[ '.� / � // -- ~' '�^-` ' � `' � � � ' � ' u/�� -~��' ----' - �- ^ �� � � � PINE � 8^ 0AK / /�' '' ' ' � � T9[E L� �''-�------�---- ' / � ' ��n - � Vxn ou� - ` �/ � - ' �� -`��`- , --~ - , � ` ~^' / v .' i/ \ -' - `` -~ / `L;v^_9 '/4"^''Y / ' � 5G1 - 15" P�N[ 58J - �0" {�K � '''' .�'' /� // ''".4- 1/I- , YV ��«�n���� � 511 � '� `��-�----__I- ' / /� �-' ^�.��rz !-f`,"-'''?"�I. � ' I� � 563 - J0" OAK / 585 - 15" PINE ' 566 - O" OAK " /(, ^ v -" . 5�7 - 15^ P{N[ 5�8 - ^ ', % ^I /,',, /.I.I �. ' 1 I// .-(1,II 1 ,4 /_ ."I. 11.", .-1 ",,"I.II ,, "'1." ,i*, / ;,` ./ " .I; . I""" , ,, "', ,, :I/ �)I1. W 1 ,11V1 ,, ,,, N ., I.�"I,,.. ,., �,..1,,. ' _.I, ,, I' ' ;" 1 *I$.t1./ ..�..'II.1&! 1 .I, A:A 1I1.!, .' , I I -, ," ..I.-: II . /., I, .. II" I1" 5�8 - 10^ OA% ^ y / ' i 569 - |0" OAK ' 570 - }5" PALM .v 1 ." I :. ,I / 1I.,j.1- �.I, / ,I,,I't�,, , ,/," ,.�,.�Iv/'.I ` , .j /.," ,r/,I1 . ;'/ . / '.I",,.It.,. ,"!t.*,�N, .-,. 11I - 4:,j��,4'�,4. � LO(�----1, I / ;.4 21I, 'I -II 4 / �.,1 2 ! I, N� �� sI \ - �/3�--I- --Z '_ �71 - |5" OAK ' 572 - 18°PlN[ ; - I !/ - 574 - 12" OAK � ! 55 575 - 10" "OAK ,' / ' ! \ n � ~ � __ ^'v - . / � ^'v - u /� vn^ � 57/ / ' ' ^ � | | |`�~��*| | ^ / '' ^r� . | � � v'» - |v-/+ / wov / . '-� \ 578 '' / / 574 ~~, ` � / ^". �/�, .",`. l��� U�[ �� 580 . 1 / ' ', -^ / 581-- ' N[ / ---'^ ``' y +« // - � ' ` �", `-- �� ' / ' �� ' / / / � �E L|wE ���� I � \ \�� '` �` 573 ' / � � � ` 4/� /' u�� � / T - u ' / ~� °, /' ` \ ' / / //r' " ~- ^' �55 ' {» ' / / / / ' ~' -- \ `T ' ~/ \ ^~ ' / / , ' \ 6 ' ' ' ./ ' �7 ' '( �'' / / ^ �y , ` /� v . ^ A / / / � I , / ' / �^``� U ��» � � ' .' | ' \ k ' . � � / /7 /// ' �, / ^ I,//,�� -`�. /_�\/ �� �/ ' ' � ~' | [ `^ ~'___ 572 . _`- `` .. '�-_ _~~�,- ' ", � -,-." ' __ .- -+c�``'�~�'` � ' . '', ` .�. `��.�__ 'C`'-'' ' +_ .� '~ ' �[� � �� '� _,~ ( -- ~~ / /� ��/�� , \ . I / . cm ' r�� r/�^ '� ____ ,I,"_-.___ -'--- u7. ' --- /.' � � I.^----`'-.. ~^,7``­`c..'.'� - I. '' _- ' '/''-'--_-' i_- -x! . /.. ' ' ' ' '/ Iq" " . - -'^! �­>. . � ," ' / 6|� /� '� 't .' I I� ? , ' / '' ' ' i / ' ' ' // / / '' ~ '' ''' /� ` �[TF"���"/�i[A I( . ' ..� , / ` �' , ' ot�'� "x//"-��//"7�­� / , /// // / ' -- ' - -- - � . ' '. . � °--,; �z� ,\41 �- ;- j , �,"7 -l7,00 �2 v_y i A.r���'.5;, . I'� 1 / . -" 5I A_" C1Q._(/13,, 1I I1I M� -,,1W* _.0 1 1/ !, _ 81\1L�s/<. �-S-- s- A- ,Im-, -.�- ,F, I /.'/ I ,I,�.. / -d , IJ, I - U �`^ ' ' I13' 2/1' �,,�I, 1\ /- / | . -`` ' / / . I � '~`-(/' ' / � ; /^ / `````',* ; II , I I . I , -- -'- '--1I-. �-2I -/ ,I1 - ,. ,01.4 RVt-- . -:_-5 ;-u -/II/I/f-I ,- - ^ `^.`_ , \ : : ~ *' ' / ,� /' /' .'/1 '' '/ ,/'.' ` `` " ` _- _ -' .. -- ' - �' �/ )L \ ' � ,''`-~; / ' ' /' ,- � /' ''(., I."1:�I/ 1-,�,/v, /- I ­/ I '/, "-;, / ,'d /II ,,I."1.I,� "/,,,,jI -IV ? f ,jI / 1I,.I /' / //',/""' /'� ,/ /' ///, ^' .' \ `. ` `--�--�' --- ' 1:--.- ­- I // I / .,, . / il1, l ";pI4--�%6- /, -''',' � �'� U � ` ~-~ `~~// /� � � � / / / ' / '^ / '' /' / ' // / � ,/ � /�� ' ' / '/ �' �-�'. /� ' /' �/ / ' ' . //-r. '' ~~'- /� U[ `--' ''- '''''~ TQ |`` � / / ` ,~ '/ \ `` \ � / ,'// / o- ./ ,' L�1 |// /' /~ // '.'^�»�Y ��' '�� '\� /. ,/' /' ,'/ � a/ .// ,/ ,' // '/' ,/' /'' _/' ,/ ,'/ /' //_// �/ �0^�� /' ' // // / ' /_�� / ,� ,. �' ,/ ''� .�' // 'O'����/� / ��'r-�,, ''` `�­-'- . -_-''''- I /�' /� y '`- ` ~-\ / / / �`` �/ ' '' / 1 -`. ` r ,/ � /[ � /' / ~ ^ ' ' 4'� / / ' /' // y // ' � � /Y / , , 1� '. A / ,/^ /| /~ /' /�� � '// / � ' ,// / ''' /' - - � �� ,/ / ,/' ,'//' /' /,' ''/ �- � ' / // �� ����/��~-'//����.u�[//\<�� / t"'/ � /' /� ./' �',�~/ ����\�'`� / /' '�/�/ /�''���~/ /� ////��i�~�//' /�/� /� .// / 7/' / // �// ///`�/ ��^'"r.' '' ,/I ' / ' '/ / -'-- -' -' "F'' ' ' ' ' /' ' ./' '/' ' "�!'��1'4y^ 3/ /�- u' -1 'n � I / / ___- _~ ~_~~~� ~_ -_ _~~~_ -,-/_ ..- .- ._ ,___~_~�. _~ ~_ ~-__-_~�_^ '- _..-- ��_ .- _ '- _ _- -- _ -_ -' _- _ _ _ -_ -. -- _ �(' " - _-- _ -- / ~ _��_ __�' '`''. 4"-� -'� ---'- � `�''^' ~/" ` ` I »r� ''--'--- -- ---� ]� (Ej,--- ^ / / r` / ~� ` " 1.I1 ,_'IF!0I111I;, iI /' / '/ / ''`======= _-_-_____-._-_-__---_____'__-__-__-_ --___-_____'_--___--'��l��_-___'_-__-_---_-___---___-_-- / �+, " �` ErE'" ~ �(=�`6^ {��� CU � ��---t--�-- G �_ � / // / /[,�/+p\ �t7 ^ iF� in� ENU / ~' / / c ' � ' I ' ' , ' ^~/� ' `� ---.~--/8 �4475 ' ^ ' �_-__ �� I � �L � / / ~s , . ' / }}{? 0� [ ` / � '/ " LB Z 220 `' [ I. U� V U ) fyisrW­ D)/L./�V � �06 � a ���,�� 4,�� -�c` �� // ' .^' ,^ �\/ i i%57' � �C ~=��/ I �j " I � NO. DATE REWRKS 'Ili �- m I �.P�.,i �,A ,^�� ' ' I . r , ' ' ` ` ` `` :11 �i/ ' �.�., ~'. �~ � _�x� `, . ��1 ~ �111 . A m / � - ' / � � /� - | � } �.� '^ ' � / ' ' ' . �� ^ / .1*, 11/ ` ' // '~ ' '' . � .' ''� / / ��` `.x/ / . _ , _ /� ' «'r j' / / ��';' U ' ' nr^/ro^/ ^/f%rrn | U ' 11 � . ^ I . I � � ` . . ' '' ' � ` ^ � ^��y"` � ,' � ~ � '' � ` ' � - ' -' , ^ ^� COPYRIGHT @ 2003 ' |NTERPUANLLC RESERVES ' COPYRIGHT & OTHER RIGHTS , RESTRICTING THESE DOCUMENTS * TOTHE ORIGINAL SITE OR ` PURPOSE FOR WHICH THEY YVEQ� �� '' PREPARED. REPRODUCTIONS, ���� . CHANGES OR PROHIBITED. L| `+� 1.101 - - - � � •. f':' 1 Ohl NOTES: /%���ff /// ////I''1',' T /// �^p „ UR VEI' 1. BEARING STRUCTURE BASED ON .THE EASTERLY JP 1W LINE OF 'U.S. 17--92 BEING.. N25 00 30 E. ­UJL 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENTS REPRESENTATIVE. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE,, LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4. THIS SITE IS NOT IN A FLOOD PRONE AREA, IT IS IN ZONE X, AN AREA OF MINIMAL FLOODING BASED ON FLOOD INSURANCE RATE MAP, PANEL NO. 120294 0045 E, CITY OF SANFORD, FLORIDA. 5. ELEVATIONS BASED ON SEMINOLE COUNTY DATUM, BM #2031201 BEING: 45.518 FEET. 6. ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHICH HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF VIOLATIONS THEREOF. 7. THIS SURVEY MADE WITHOUT BENEFIT OF COMMITMENT FOR TITLE. I~ /x d \ / 1 P e to PP/ / /f X// G% / p b y/ q, / # y / / a DESC�//'T/OPV Proposed Lot 2, Walgreens at Lake Mary, being more particularly described as follows: Commence at the intersection of the Existing South right-of-way line of Lake Mary Boulevard as shown on Seminole County Right -of -Way Map and the West line of SUNLAND ESTATES as recorded in Plat Book 11, ' Pages 16 through 22 of the Public Records of Seminole County, Florida; thence run S00'03'45"E, along said West line of SUNLAND ESTATES and it's Southerly extension, a distance of 226.04 feet; thence S89'5447"W a distance of 280.00 feet; thence S00'03'45"E a distance of 192.40 feet to a point on the south line of the north 523.5 feet of the northwest 1/4 of the northeast 1/4 of section 14-20-30; thence S89'5447W a distance of 196.04 feet, for a POINT OF BEGINNING; thence continue S89'54'47"W a distance of 389.63 feet to a point on the southeasterly right of way line of US 17-92 as shown on Florida Department of Transportation right of way map section number 7753-250; run thence N25'00'30"E along said southeasterly right of way line of said US 17-92 a distance of 236.18 feet, thence departing said southeasterly right of way line run S64'59'30'E a distance of 145.77 feet; run thence S78'43'09"E a distance of 184.33 feet; run thence S11'16'52"W a distance of 118.04 feet to the point of beginning. Contains 57,716 square feet or 1.3250 acres more or less. 0 GRAPHIC SCALE 0' 15/30/ G 0' 90 1" -- 30' VICINITY MAP N.T P.O.C. I LW � � I R r �1 IQ IG NORTH UNE — SECTION 14-20-30 I No If ` STORM INLET EAST TOP 47.01 \. N INVERT 12" PVC = 44.72 E INVERT 15" RCP = 44.63 I !h / � � I N 000LOWO IAKE MARY SITE LEGEND / A �/ ,'+ / , /,�' , 6` (� I T F� E. f C F A R T -• OOT' KVL ET SflZs CUT ONFE�TC ,� i ' FH{IO. a� V OW - UIR' TE _ �� >� ESA-4/.NI CJ 404 - ?' OAK >� - 9 / / SETS `� ' S 89'54.47" W 280.00' PLAT LB ITi 405 - 24" OAK _ '106 24" MAPLE LB/ �i—� 401 20" MAPLE E� - ELEii BQii / / � L r S0 �� 408 8' EAR EASEMENT �//' ��r �'r X `� mss° 4o9 20" PINE E� EDGE OF FA ENEW v r / 1"";'/ �.ro- !1% 6" OAK �' fLOOOx \ � i' _ 418 13" CHERRY WTE AMP �77 1;19 _ 30" CHERRY FFE aFN�D FLOOR ELEVi1TW i /za� \ �-�2 `X - )1E," MAGNOLIA FHi FIRE HYUR/WT�-/ O � �, ,.` I 421 - 6" r AM�'t1oR F1 -FLOW LIME 7,�J� X QC� AX w� sO �� �� STORM INLII 472 - 6" OAK - A7lIlA ti1� K 2 _ 'JO 4l_S 8" OAK FOC -- FIBBER OPTIC GORZ 'r'/' ' r5 / X - CROSS X y I N INVERT' 18"' RCP = 4S 0:' I 424 - In" CHERRY :rt- '" W LINE y' 425 - 1 2" C AK rr-- 19V CCE E INVERT 24" RCP 42 74 ' qp - GINS METER 9 v x IBJ b SS �cS W INVE.RI 15 RCP 4_i 52 4,.'6 - 6" OAK - GUY WE ANCHOR / c / 4 / / ' / 1 p 4 - �-. Mr J / 6., ✓ / J ,!3,�+`8' 411 - 10" OAKIMNADOW F'ARIONG 0 1 �1J/ 4 a ' SDS' 429 til" OAK�- //�, 0 , h --_ e a 429 - 2 -Io" c�1E:Rczr FNt F4YICIW /b1AM' ,��p,,� 430 8' CEIEfiE2Y NZOFI 1/ 417 1 �� 510 5U9 �y`R __ - 8� 33r _ ,jp,n�Cf I ANV INVEW ELEVATM .. - t_ 4 �� 476. �� a � LB --� �''141:' F" OAK P - _ PFE I o 5t2 NM ROD x 7S`"-` `"-- _ _ _ - �µ 'P�o. I 445 - 2,. OAK IR LL - ARC LEPOM �- 8 CHERRY � 4191 `" 516 � � �� X '-',- '- �Q� `-"--� SEWER MANHOLE 11G 6" OAK 1,14�(IAAK 511 �� 1 1 I t 4 l "' LIQHT POLE 513 � � �" -_, "--'� UNUE/t CON>TRUCTION / �PF / !�7 ; r , , 405 41' �� - w. CAMPHOR 'l/ ��% it \� _ - _ �-A6~ 557 �' \ ' (1 _ I 4;17 - 6._ 2 AIS =Ail 421 J 558 _ _ a '� 450 10" OAK AMiERED EPq SECITON �i�-�-. 4`i 1 - 10" CHERRY Q /. J �Q 515' 514 �— -''~ 10' BUILDING S I� Q _ - A00NU IM u C� / F �� •� Z SETBACK LINE �-� ° v Q 11)2 5..8' p 10 - FMK. * OM / / �' fey ; n • ' v k li► /' b1 '/ O 1-)4 24" OAK ��` / �° x 55 '---a _ - w 454 36" OAK FMTHOMAL GEOOEIHC / / a x / " �`_ (�• ` 40� 'Y23 422 �\ l ( 11J � � L�� w I VEWWAL DAJW / / i 472 �` .SET�f� LFL p 4S` S - I )AK / / ,� _ LLT 11447a �; 4 F 6 t El" P IN t NFS - NOT TO SCALE X. / /�/' F� 9 / i C ONE - ovElun ELICIM T- y / �.t" U 0 .' _ Rf Ir. 4F,7 - to" RINE 4 4 , ( 473 F- / ' F,. LX - ON LME 2 / 1 / - Q 1 ,8 - 15" PINE / - 1 , ,� - 469 - 6" OAK ORB - OFF?WL RECORDS SOOK 407 c< / �X 1 L 559 I o 4 !r) - 8" CHF fiRY �il�}�/�Q r 425 415 , V ❑ tC' N 411 - IU" CHERRY PIS - PLAT DOW I r Io 4:12 - 6" OAK PC - PMT Or CURVATM 27 R X 473 - 12 " OAK PEP - PER ET4GO ERMO PLlW 429 L 474 /�n ") v '� i. / 426 /! 471 517 �P 1, 580 v t i4 - 8" CH RRY O' , / ,' Q / 0 `� x i `=1qL�" i � � X a`�' I� 4 /5 12" CHERRY � - PAW 1° 428 ` 52" OAK / .0 Q p �x 518 (ll '�/�� PI - PmT of #inMS£CHW �� 'v � � � 574 / ' '_ r x�. / , 7 �-'—�--- - �-"""- 476 - PAI -PLAT # WEASL1RfD h a// - t8" OAK 470 N O 0< /�/ I 509 10" OAK - POK/H OF v �S f �p `__1a`ff X t ( 581 �J\� ? i �X --41- 510 - 10" OAK POC _ POMT OF SIT Qv ' 519 //X / I `i 1 1 - 6" OAK Ps �, 1 3 408id� X " ` / ^i PP POWER POLE 469 520 \ 573 v Jv (\4 ; fV� v uV ,/ I 512 - 10" PINE fWi1CMiG SPACES 51.5 - 8" PINE PT _ POINT OF TAIA20 CY r> V ' O \ o / / / / 1)1,1 - 1'2" OAK PVC - PLASTIC PPE �.� 565 iP rpt 00 579 m 1 i / Q ' / ; iV\ 2 f 1 Q ry� ' Q 1 ./ I 515 12" OAK R CURVE R40W - QOW�IEIE PIPE JEP�1C 430 $ 468 1 O �3 I ^ � / l v / V (i� 0 572 �j �57U ti Jr / / RETENTION AREA 1) 16 - 15" OAK MAPLE R/W•� MMff OF NNY X60 UNDER CONSTRUCTION gCNK r j� /J 455 466 467 s 521 0 U 575 0 X IJ i I 518 ��,. CHERY { "' S WARY A490ME �P , 42 4K1T�S` i (_) C 0 (� 520 - 2-8" CHE_RR'f - SMMTARY LINE / / I - ��. �� / / ., - ---� ---- 1 —�6 tom` � � Q _ - __ _- -- -� I x' - x- -az - I I - 1 o PINE SH - Sm 4� `' / I!e0 4r - UO 563 i/ ~ p l 569 � '- / 17 409 4.` / 44 V 4 J S! ( r V C STORM MANHOLE- / 452 X 1 �d 578 CINDER WNSTRUCTION 445 -'`t51 30' DRAINAGE ESM T 524 ` 567 568 _h 577)' @ ��P ��'Ly O - -46' A. —X1'1444 U 453 �� 44.5 446 j 454 ` \ ` X 525,-,' 526 ii 10' BUILDI (� PP /!J1� / , / a`- x 450 `�{ �{ SETBACK LINE X% P O B S 89'54'47" W 196 04' PIAT X �/X 0 / �, / TOP = 41.75' � G � l w i / ♦Q x41.4 /P"P hi� THIS SURVEY MEETS THE (MINIMUM TECHNICAL STANDARDS" AS REQUIRED BY CHAPTER 61017-6, FLORICA BaARO OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. off' OrLa�do , Iazc., .L13 , 4475. DATE: 2012 E. Robiazso-n St. Orlaazdo, Florida 3,2803 PHONE FAX W quo M70IT W SX41W " 7K ONGM MW (407) 894--6314 (407) 897--3777 sm of 11 9 naw 5cme sures Iwo WPM YLB7 FNO 5A X1M LB "71S A e BE21tf�G/R1'L ,� K CUT ON CURB &&ATM wr 4&afi - �--46-� x �s �� r 1i 2V, es 89'54'47" W 389,63' D&MOP ox x,� wrem.­- � LR � '� _ Q' GOFIO CIXCfK � X ' S. UNE, N. 523.5, NW 1 /4, NE 114 SECTION 14-20-30 rb EXISTING BUILDING ZONING DATA r�rurl.o DISTRICT, GCPIGEW-RAL CQOICERCIAL AUTI,IQ2ITY1 CITY OF SAWORD MINIMUM YARD REQUIREMENTS: FRONT: 25' SIDE: 10' REAR: 20' MAXIMUM 8IL3 LD71NG HEIGHT: 50 BULK REQUIREMENTS. 35X 524 - :I I S1O�RA� h I h 100" CHERRY :3 h •. • 8" CHERRY - MW WMIME M JI 12" PINE I2' PINE -T - UNDERGROUND557 TVJPMW 58 36" OAK - S1OMM ".ET 5 - >6i)60 12" PINE (i OAK • iI A`. 1 TP - TRAFFIC POLE 562 8" OAK - TRAFF$C S 'NN 56 3 30" OAK ®- TRMIeSFORMEI;/JlIWC1HAW 565 - 15" PINE 566 6 OAK TR - TELEPHONE !USER 567 -- 15" PINE T59 - TNAFno SI044L SOX 568 - 569 Ix Ixr',• . / A �/ ,'+ / , /,�' , 6` (� I T F� E. f C F A R T -• OOT' KVL ET SflZs CUT ONFE�TC ,� i ' FH{IO. a� V OW - UIR' TE _ �� >� ESA-4/.NI CJ 404 - ?' OAK >� - 9 / / SETS `� ' S 89'54.47" W 280.00' PLAT LB ITi 405 - 24" OAK _ '106 24" MAPLE LB/ �i—� 401 20" MAPLE E� - ELEii BQii / / � L r S0 �� 408 8' EAR EASEMENT �//' ��r �'r X `� mss° 4o9 20" PINE E� EDGE OF FA ENEW v r / 1"";'/ �.ro- !1% 6" OAK �' fLOOOx \ � i' _ 418 13" CHERRY WTE AMP �77 1;19 _ 30" CHERRY FFE aFN�D FLOOR ELEVi1TW i /za� \ �-�2 `X - )1E," MAGNOLIA FHi FIRE HYUR/WT�-/ O � �, ,.` I 421 - 6" r AM�'t1oR F1 -FLOW LIME 7,�J� X QC� AX w� sO �� �� STORM INLII 472 - 6" OAK - A7lIlA ti1� K 2 _ 'JO 4l_S 8" OAK FOC -- FIBBER OPTIC GORZ 'r'/' ' r5 / X - CROSS X y I N INVERT' 18"' RCP = 4S 0:' I 424 - In" CHERRY :rt- '" W LINE y' 425 - 1 2" C AK rr-- 19V CCE E INVERT 24" RCP 42 74 ' qp - GINS METER 9 v x IBJ b SS �cS W INVE.RI 15 RCP 4_i 52 4,.'6 - 6" OAK - GUY WE ANCHOR / c / 4 / / ' / 1 p 4 - �-. Mr J / 6., ✓ / J ,!3,�+`8' 411 - 10" OAKIMNADOW F'ARIONG 0 1 �1J/ 4 a ' SDS' 429 til" OAK�- //�, 0 , h --_ e a 429 - 2 -Io" c�1E:Rczr FNt F4YICIW /b1AM' ,��p,,� 430 8' CEIEfiE2Y NZOFI 1/ 417 1 �� 510 5U9 �y`R __ - 8� 33r _ ,jp,n�Cf I ANV INVEW ELEVATM .. - t_ 4 �� 476. �� a � LB --� �''141:' F" OAK P - _ PFE I o 5t2 NM ROD x 7S`"-` `"-- _ _ _ - �µ 'P�o. I 445 - 2,. OAK IR LL - ARC LEPOM �- 8 CHERRY � 4191 `" 516 � � �� X '-',- '- �Q� `-"--� SEWER MANHOLE 11G 6" OAK 1,14�(IAAK 511 �� 1 1 I t 4 l "' LIQHT POLE 513 � � �" -_, "--'� UNUE/t CON>TRUCTION / �PF / !�7 ; r , , 405 41' �� - w. CAMPHOR 'l/ ��% it \� _ - _ �-A6~ 557 �' \ ' (1 _ I 4;17 - 6._ 2 AIS =Ail 421 J 558 _ _ a '� 450 10" OAK AMiERED EPq SECITON �i�-�-. 4`i 1 - 10" CHERRY Q /. J �Q 515' 514 �— -''~ 10' BUILDING S I� Q _ - A00NU IM u C� / F �� •� Z SETBACK LINE �-� ° v Q 11)2 5..8' p 10 - FMK. * OM / / �' fey ; n • ' v k li► /' b1 '/ O 1-)4 24" OAK ��` / �° x 55 '---a _ - w 454 36" OAK FMTHOMAL GEOOEIHC / / a x / " �`_ (�• ` 40� 'Y23 422 �\ l ( 11J � � L�� w I VEWWAL DAJW / / i 472 �` .SET�f� LFL p 4S` S - I )AK / / ,� _ LLT 11447a �; 4 F 6 t El" P IN t NFS - NOT TO SCALE X. / /�/' F� 9 / i C ONE - ovElun ELICIM T- y / �.t" U 0 .' _ Rf Ir. 4F,7 - to" RINE 4 4 , ( 473 F- / ' F,. LX - ON LME 2 / 1 / - Q 1 ,8 - 15" PINE / - 1 , ,� - 469 - 6" OAK ORB - OFF?WL RECORDS SOOK 407 c< / �X 1 L 559 I o 4 !r) - 8" CHF fiRY �il�}�/�Q r 425 415 , V ❑ tC' N 411 - IU" CHERRY PIS - PLAT DOW I r Io 4:12 - 6" OAK PC - PMT Or CURVATM 27 R X 473 - 12 " OAK PEP - PER ET4GO ERMO PLlW 429 L 474 /�n ") v '� i. / 426 /! 471 517 �P 1, 580 v t i4 - 8" CH RRY O' , / ,' Q / 0 `� x i `=1qL�" i � � X a`�' I� 4 /5 12" CHERRY � - PAW 1° 428 ` 52" OAK / .0 Q p �x 518 (ll '�/�� PI - PmT of #inMS£CHW �� 'v � � � 574 / ' '_ r x�. / , 7 �-'—�--- - �-"""- 476 - PAI -PLAT # WEASL1RfD h a// - t8" OAK 470 N O 0< /�/ I 509 10" OAK - POK/H OF v �S f �p `__1a`ff X t ( 581 �J\� ? i �X --41- 510 - 10" OAK POC _ POMT OF SIT Qv ' 519 //X / I `i 1 1 - 6" OAK Ps �, 1 3 408id� X " ` / ^i PP POWER POLE 469 520 \ 573 v Jv (\4 ; fV� v uV ,/ I 512 - 10" PINE fWi1CMiG SPACES 51.5 - 8" PINE PT _ POINT OF TAIA20 CY r> V ' O \ o / / / / 1)1,1 - 1'2" OAK PVC - PLASTIC PPE �.� 565 iP rpt 00 579 m 1 i / Q ' / ; iV\ 2 f 1 Q ry� ' Q 1 ./ I 515 12" OAK R CURVE R40W - QOW�IEIE PIPE JEP�1C 430 $ 468 1 O �3 I ^ � / l v / V (i� 0 572 �j �57U ti Jr / / RETENTION AREA 1) 16 - 15" OAK MAPLE R/W•� MMff OF NNY X60 UNDER CONSTRUCTION gCNK r j� /J 455 466 467 s 521 0 U 575 0 X IJ i I 518 ��,. CHERY { "' S WARY A490ME �P , 42 4K1T�S` i (_) C 0 (� 520 - 2-8" CHE_RR'f - SMMTARY LINE / / I - ��. �� / / ., - ---� ---- 1 —�6 tom` � � Q _ - __ _- -- -� I x' - x- -az - I I - 1 o PINE SH - Sm 4� `' / I!e0 4r - UO 563 i/ ~ p l 569 � '- / 17 409 4.` / 44 V 4 J S! ( r V C STORM MANHOLE- / 452 X 1 �d 578 CINDER WNSTRUCTION 445 -'`t51 30' DRAINAGE ESM T 524 ` 567 568 _h 577)' @ ��P ��'Ly O - -46' A. —X1'1444 U 453 �� 44.5 446 j 454 ` \ ` X 525,-,' 526 ii 10' BUILDI (� PP /!J1� / , / a`- x 450 `�{ �{ SETBACK LINE X% P O B S 89'54'47" W 196 04' PIAT X �/X 0 / �, / TOP = 41.75' � G � l w i / ♦Q x41.4 /P"P hi� THIS SURVEY MEETS THE (MINIMUM TECHNICAL STANDARDS" AS REQUIRED BY CHAPTER 61017-6, FLORICA BaARO OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. off' OrLa�do , Iazc., .L13 , 4475. DATE: 2012 E. Robiazso-n St. Orlaazdo, Florida 3,2803 PHONE FAX W quo M70IT W SX41W " 7K ONGM MW (407) 894--6314 (407) 897--3777 sm of 11 9 naw 5cme sures Iwo WPM YLB7 FNO 5A X1M LB "71S A e BE21tf�G/R1'L ,� K CUT ON CURB &&ATM wr 4&afi - �--46-� x �s �� r 1i 2V, es 89'54'47" W 389,63' D&MOP ox x,� wrem.­- � LR � '� _ Q' GOFIO CIXCfK � X ' S. UNE, N. 523.5, NW 1 /4, NE 114 SECTION 14-20-30 rb EXISTING BUILDING ZONING DATA r�rurl.o DISTRICT, GCPIGEW-RAL CQOICERCIAL AUTI,IQ2ITY1 CITY OF SAWORD MINIMUM YARD REQUIREMENTS: FRONT: 25' SIDE: 10' REAR: 20' MAXIMUM 8IL3 LD71NG HEIGHT: 50 BULK REQUIREMENTS. 35X 524 - 1" CHERRY S1O�RA� �15 - 100" CHERRY - LINE 526 8" CHERRY - MW WMIME 5 )-/ 12" PINE I2' PINE -T - UNDERGROUND557 TVJPMW 58 36" OAK - S1OMM ".ET 5 - >6i)60 12" PINE (i OAK 561 - 15" PINE TP - TRAFFIC POLE 562 8" OAK - TRAFF$C S 'NN 56 3 30" OAK ®- TRMIeSFORMEI;/JlIWC1HAW 565 - 15" PINE 566 6 OAK TR - TELEPHONE !USER 567 -- 15" PINE T59 - TNAFno SI044L SOX 568 - 569 10" OAK 10" TVlY - TW WRE - 5 /0 OAK 15" PALM TV TM 11P - TYPMAL 5/1 .. 15" OAK VE - UIIL,IIY iASfHNENT 572 - 5/4 - 18" PINE 12" OAK -W- WATER UNE 5 /`1 - /6 - 10" OAK 10" OAK W F - WOW FENCE 57I - 18" PINE -81- - WTER METER 578 - 3 -12" OAK .,.i. WTER VALVE 5/9 - 1)80 - 8" OAK 10" PINE {� - FAS9WE?ff IMAM 581 - 2 8" PINE Current BOUNDARY SURVEY DATE: 3-21-03 per Florida Statutes 61G17-6.003 2d DATE: T REVISION BY.• BOUNDARY, TOPOGRAPHIC & TREW S UR VEE Y SCALE. 1 " = 30' APPROVED BY: FIELD DATE: 3-21--03 CF: #30-20-14AMSOUTH DRAWN BY: TRKII PREPARED FOR: I N T ER P LA N, LLC ' LOCATION: US 17-92, JUST SOUTH OF LAKE MARY BLVD, SANFORD, FLORIDA FILE NUMBS NW 1/4, NE 1/4, SECTION 14-20-30 14-20-30 ■ 1 I t 1 MEN WOMEN REQUIRED PROVIDED We v. We Inv. , 1 1 1 1 1 1 MEN WOMEN REQUIRED PROVIDED We v. We Inv. 1 1 1 1 1 1 1 1 1 SYMBOL LEGEND _l LARGE SECTION CUT REFERENCE ARROW SMALL SECTION CUT SMALL REFERENCE ARROW WALL TYPE DESIGNATION ELEVATION DESIGNATION CEILING HEIGHT NOTE ODOOR DESIGNATION DETAIL REFERENCE REVISION NUMBER I ■ GENERAL NOTES DRINKING FOUNTAIN REQUIRED: 1 0REFERENCE NOTE Q MILLWORK DESIGNATION DRINKING FOUNTAIN PROVIDED: 1 r BUILDING AREAFINISH DESIGNATION 0 ROOM DESIGNATION BUILDING 3820 SF JAIVrVKV, rL , I!"1T� N S ABBREVIATIONS E ©2003 1\ V IMERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS AC AIR CONDITIONING FF FINISH FLOOR REBAR REINFORCING BAR RESTRICTING THESE DOCUMEMS ' AFF ABOVE FINISH FLOOR FR FIRE RATED REF REFERENCE TO THE ORIGINAL SITE OR AHU AIR HANDLING UNIT GALV GALVANIZED REINF REINFORCE PURPOSE FOR WHICH THEY WERE AL ALUMINUM GYPBD GYPSUM BOARD REQ'D REQUIRED PREPARED. REPRODUCTIONS, ASPH ASPHALT HC HANDICAPPED RO ROUGH OPENING AT ALUMINUM THRESHOLD HDW HARDWARE SB SPLASHBLOCK CHANGES OR ASSIGNMEMS ARE BD BOARD HM HOLLOW METAL SHLVS SHELVES PROHIBITED. ,t BLKT BLANKET HVAC HEATING, AIR CONDITIONING, & VENT SIM SIMILAR CJ CONTROL JOINT INFO INFORMATION SPEC SPECIFICATION CLG CEILING INSUL, INSULATION SS STAINLESS STEEL CMU CONCRETE`. MASONRY UNIT LAC ,; LAY --IN ACOUSTICAL CEILING STL STEEL COL COLUMN .- MAS. MASONRY STOR STORAGE `+ CONC CONCRETE MAX MAXIMUM SUSP SUSPENDED CONT CONTINUOUS MECH MECHANICAL T TREAD CPT CARPET .; MFGR / MFR MANUFACTURER TELE TELEPHONE ' CT CERAMIC TILE MIN MINIMUM TPD TOILET PAPER DISPENSER C/L CENTER LINE MO MASONRY OPENING TYP TYPICAL DBL DOUBLE MR MIRROR/MOISTURE RESISTANT UNO UNLESS NOTED OTHERWISE DF DRINKING FOUNTAIN MT MARBLE THRESHOLD VCT VINYL COMPOSITION TILE DIA DIAMETER MTL METAL VERT VERTICAL PROJECT NO: 2002.0721 DIM DIMENSION NA NOT APPLICABLE VT VINYL THRESHOLD DATE: DN DOWN NIC NOT IN CONTRACT WC WATER CLOSET DS DOWN SPOUT NOM NOMINAL WD WOOD EA EACH NTS NOT ,TO SCALE WP WATERPROOF EJ EXPANSION JOINT OG ON CENTER WWF WELDED WIRE FABRIC ELEG ELECTRICAL OPP OPPOSITE W/ WITH 3 w ELEV / EL ELEVATION PLYWD PLYWOOD ` EQ EQUAL PREFAB PREFABRICATEDAO EXIST EXISTING:" PSF POUNDS PER SQUARE FOOT _ FDFEOOR. FE ,DRAIN, FIRE EXTINGUISHER PT PAINT / PRESSURE TREATED QUARRY TILE / QT , . R RISER/RADIOSCHECKED:i g .. 1 :• :, F 7 _ MODI IED.O 25 03 13.23.58 J. -J SOUTH 2002.0721 02721A0.UWG 1 -0 =1 0• ULIWA r 7 _•a -• PLOT ED. 0 25 03 13.26.58 J. J SOUTH 2802.0721 02721A0.DwO t 0 1 0 ULIBRA : ■ IN OWNER FURNISED SHELVING INSTALL BY CONTRACTOR co I 1 T N N 00 —3 p I D N rn 1 � � I ■ 1 i Ln I u7 LINE OF ARCH—@ ABOVE ■ D NOTE: BOOT ALL DOWNSPOUTS (EXCEPT DRIVE THRU SIDE) UNDER CONCRETE WALKS, OR LANSCAPING THRU TO FACE OF CONCRETE CURBING. 1'-6" LINE OF ARCH ABOVE 5 4.4 4.2 4 3.6 3.2 3 3 2 —3 110'-6" I " 12'-5" 3'-10" I I I I I 4'-4" 13'-10" 1 V-5 3/4" 15'-10 1/4" 22'-9" 22'-10" SQUARE FEET 64'-0" 9., 6'-6" SQUARE 62'-6" 6'-6„ 5'-2 /2" 3'-10 1/8" 2'-10" 6'-11 1/2" 3,-8„ _4^ 9'-7 11/16" 16'-7" 7'-1 3/16" 3'-4" Lo 8' 6„ 2'-8" 8' 6„ 2' 8" 8'-6" 3'-6" 8'-6" 2' 8" L. L- Lo I I I I CURB -RE: CI IL i I I ,�C>� OWNER FURNIS D WALL CABINET 2 1 ✓ !E EC/TELIE MOUNT 0 7'-f &F. F. - I I 15 �' �t> 107 I INSTALL BY CONT I ACTOR N NIGHT DS 12 g DS DEPOSIT VERIFY WITH EQUIPMENT MEN T.H. i T H I 113 13 I I I EWC ,. sP — VAULT I 10 I 109 �- VENDOR. SEE NOTE N0, 6 I CANOPY ABOVE LINE OF DRI E� T CL - P28 8 28 M CH I 3'-6" HIGH (A 0 E OP - 106 COUPON �_ OF ISLAND) PI E B LARD. -� — 14 a a r a AN. ( WORK ROOM N 10 PAINT SAFETY (TYPICAL AT AL WITHOUT COLO EL 0 I N NDS HIS LINE OF CO ATO C ET P25 1 PA — I I 11 '"'" N REFEERSLAB SI RW 11 1'- 5'-8" 7 END OF ISLAN 0 L") cu In P23 a CASH IL VAULT RE: DET.2/A14 2 114 15 F.E.C. P25 P23 P27 _ _ ^ _ I 3 R CONCRETE CURB RE: CIVIL a 6 N — — — — SJUR t�. — 11 18 P25 I a III 6 t 10 T — -- — N WORK OOM *v _us � _' — — o o I05 0 A a 13'-0i -5 2" ACCESSIBLE ,-r�•- �.-- N D COUNTER I I OFF I CE a 5 117 TELLER COUNTER I ` r PNEUMATIC ED I RE: DETAIL 1/A-10 I I 15' 10 7/8" _ I o o UP DRIVE -UP N 19 GYPSUM BOARD FURR II I a — I I urij TEL VER ER WIN FY W/ OW EQUIP. ° ° BANKING EQUIPMENT I DOWN ABOVE, REFER TO I 6 CIO Eo OR BY OTHERS REFLECTED CEILING PLAN I I A11 w REFLECTED 1 n a o ;!, i TYPICAL 20 I I I%14/" ( I I A OFFICE CHECKSTAND I I I 118 RE: DETAIL 4/A-9 II g I.1 `� 1 o STEEL IPE . � LOBBY II I 1 Ai I I � RAKE TO M BOLLAR TYPICA S - - 0 0 1 100 10 II QUEUING ( NEI HT AS .A.T. PAINT MATCH 0 BLDG.ATM 1 N p a I II I ALUM. STOREFRONT 1 TELLERS PARTITION I I 104 FRE: 00a I �, d 1 TRIM C LOR o ° I 1 A10 m d i_ ccI A VES I $ULE �� DET. 1&10/A-8 1 �, -10" �� 115 10^ �� 6'-6"I I N m — F A8 �, IT--�— N a lie - — — — 2 17 3 COPIER 4 'y 2 o� s I 1 BLINDS INCLUDING 11ORK ROOM I - I IJ DOOR & TRANSOM P25 P25 103 i I 2 I CONFERENCE OFFICE CE 2 A11 I I -I -7 101 Al I 2 c LINE OF CONCRETE SLAB AT DRIVE-THRU REFER TO STRUCTURAL e-- 3' 0" 16'- 10" 8'-0" '-8 8'-0" 19'-7" 9" 22'-9" 22'-10" 1' - 110 2'- 9 41'-2" 20'-7" Lf 5) (4 lO FLOOR PLAN 64'-0" 1/811 /8" = 1 t_o" TOTAL CONDITIONED; 3,436 SQUARE FEET TOTAL UNCONDITIONED; 2,049 SQUARE FEET (INCLUDING DRIVE -UP TELLER AREA) TOTAL UNDER ROOF; 5,486 SQUARE FEET (INCLUDING DRIVE -UP TELLER AREA) 3 3O ENLARGED ISLAND 1/211 = 1'-011 OF ISLAND) PIPE BOLLARD PAINT SAFETY YELLOW (TYPICALLY 2 AT ALL ISLANDS WITH COLUMNS, BOTH END OF ISLAND 1 4 CONCRETE C.J. PATTERN @ ENTRY 3/8" = 1'-0" ENLARGED PLAN 1 I 1 /4 "FRAMELESS MIRROR I - PROVIDE INDUSTRIAL P25 WIRE SHELVING I 1/4 " FRAMELESS MIRROR I I 114" = 1'-0° ■ ' UUN51JUANI: INTERPLAN J ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: c 1 REVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR. SANFORD, FL DPYRIGHT @ 2003 fERPLAN LLC RESERVES DPYRIGHT & OTHER RIGHTS STRICTING THESE DOCUMENTS ) THE ORIGINAL SITE OR IRPOSE FOR WHICH THEY WERE 'EPARED. REPRODUCTIONS, 1ANGES OR ASSIGNMENTS ARE 'OHIBITED. !OJECT NO: 2002.0721 \TE: I REQUIREMENTS. \TER1AL SUPPLIER. Al CHECKED: ■ ■ MODIFIED: 07/22/03 12:48:39 J:\A-J\AMSOUTH\2002.0721\02721Ai.DWG 1/8"=1'-0' ULIBRA ........----- ---- .._w ..- ._._. 3" = 1'-0" " Iz N NOTE: THRU WALL MECH. VENTS ARE TO BE SPACED EQUAL BOTH VERTICALLY AND HORIZONALLY IN GYP. BD. FURR DOWN—REFER TO REFLECTED CEILING PLAN NOTE: BOTTOM OF GYPSUM BOARD FURR DOWN TO BE 10'-6" AF.F. AT SIMILAR CONDITION 3" = 1'-011 O I LINEAR VENT—TYP. TO SIT LEVEL IN GRID SYSTEM in , 1NTCRPLAN 2820 SQ. FT. OF 2990. SQ. FT. OF . . DRAFTSTOPPINC AREA DRAFTSTOPPING AREA • . ARCHITECTURE TIE STRAP. 3 5 BRACING /8 " DR G STRAP To WRAP THRU WALL SECONDARY t — TO AT 2'-0" 0 C 3 3/4" PROJECT MANAGEMENT ' TO ROOF DRAIN WALL SCUPPER BOOT TO UNDERSIDE S[UE OF ROOF •, CURB 2" ABOVE INSULATION BOARD CU R B TRUSSES r'+ -� D.S. RE: 6/A14 D.S. FACEOF BRICK OR EIFS z CA 8660 . 1/4" GYPSUM BOARD PARTITION IN ATTIC II II - 11 6 A.F F SPACE FOR REQUIRED DRAFTSTOPP[NG FLORIDA 32810; PH 407,645.50QU 1N ACCORDANCE W/ SBS 2305.2.3.t/o VENTILATION SHALL HE MAINTAINED �r CEILING HEIGHT Y `' r SEAL: ALL JOINTS ON GUFTERS AND IN ACCORDANCE TO SCS 2309.7. COORDINATE TRUSS �F` 5 6 o DOWNSPOUTS TO BE GROUND WITH .ORIENTATION N I INOTE:SUSPENDED VISIBLE. LAY—INROOF _ 7 G, PENETRATIONS ACOUSTICAL TILESHADED FACE OF STONE YA AREA ONLY CEILING . , COORDINATE W/ PLUMBING, r ■ CONSULTANT: CONT. CAULK 3 ATTVENTS TRANSITION ABOVE GRADE A ALONG WALL ANGLE QO „ M NAILABLE RIDGE VENT w 4 GRADE OR SIDEWALK CONTINUOUS PRE -FINISHED GUTTER : REF TO ELEVATION FOR w SECONDARY Rnnr nRA1P1 ` I SLOPE _ I - D S. 3 5/8 DRYWALL STUDS ® 24" O.C. 3" = 1'-0" " Iz N NOTE: THRU WALL MECH. VENTS ARE TO BE SPACED EQUAL BOTH VERTICALLY AND HORIZONALLY IN GYP. BD. FURR DOWN—REFER TO REFLECTED CEILING PLAN NOTE: BOTTOM OF GYPSUM BOARD FURR DOWN TO BE 10'-6" AF.F. AT SIMILAR CONDITION 3" = 1'-011 O in 1NTCRPLAN PRE—FINISHED ALUM. ARCHITECTURE TIE STRAP. STRAP To WRAP .,..ENGINEERING INTERIOR DESIGN t BEHIND DOWNSPOUT, 3 3/4" PROJECT MANAGEMENT ' ALL FASTENERS TO •, BE CONCEALED. r'+ AA 0034201- 03420;FACE FACEOF BRICK OR EIFS CA 8660 PRE -FINISHED ALUM. DOWNSPOUT- 1/4" 933 LEE ROAD,', FIRST FLOOR ' -ORLANDO, FLORIDA 32810; PH 407,645.50QU FX 407,629.9124 Y `' NOTE: SEAL: ALL JOINTS ON GUFTERS AND DOWNSPOUTS TO BE GROUND SMOOTH SOA S NOT TO BE VISIBLE. _ 7 G, FACE OF STONE r ■ CONSULTANT: MTL. SQUARE TO ROUND TRANSITION ABOVE GRADE a 4 GRADE OR SIDEWALK i 4" PVC PIPE TO CURB REVISIONS: NO. DATE REMARKS NOTE: ALL PRE—FINISHED ALUM, GUTTERS, DOWNSPOUTS AND STRAPS TO MEET SMACNA SPECIFICATIONS ; M-orsv DOWNSPOUT DETAILS 311 = 1-o° ■ ■ r '1 NOTE: ANftM- ALL PRE—FINISHED ALUM. GUTTERS, DOWNSPOUTS f AND STRAPS TO MEET SMACNA SPECIFICATIONS AI f NOTE: I ALL DOWNSPOUT TO BE . BOOTED THROUGH FACE OF CURBS AND COVERED BY LANDSCAPING OR CONCRETE ONE PIECE PRE—FINISHED ALUM. 1 TIE STRAP. STRAP TO WRAP BEHIND DOWNSPOUT. 1 FASTENER THRU SIDE AS SHOWN. ALL VERTICAL SEAMS TO BE 1 CONCEALED AT REAR OF DOWNSPOUT. ( 1 AMSOUTH { BANK N BR.FL.C,DN.4 3 • 3815 ORLANDO DR, SANFORD, FL in r T— - COPYRIGHT Q 2003 i INTERPLAN LLC RESERVES 4"1 COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS j TO THE ORIGINAL SITE OR j PRE—FINISHED ALUM. PURPOSE FOR WHICH THEY WERE I DOWNSPOUT PREPARED, REPRODUCTIONS,' I CHANGES OR ASSIGNMENTS ARE + PROHIBITED. LINE OF MANUFACTURED STONE WAINSCOT W/ BULLNOSE DETAIL. NOTCH ® ALL DOWNSPOUT LOCATION 1 FOR DOWNSPOUT SIT FLUSH W/ BUILDING. 1 NOTE: 1 ALL JOINTS ON CUTTERS AND DOWNSPOUTS TO BE GROUND I ! SMOOTH SO AS NOT TO BE VISIBLE. -D719 PROJECT NO: 2002.0721 DATE: DOWNSPOUT DETAILS s° A2 CHEC I r n I ■ LIOOIFIEO:07/25/03 13:20:34 J:\1-J4V/SOUIH\2002.0721\02721A2.DK I/8 1'-0' ULIBRA ■ ■ ■ I BRICK HI BRICK VI BRICK \ SOLDIEF MANUFA STONE BASE TINTED ALUMIN' MANUFAI, I v1,t_u j v.t_ LINTELS ''" MPOSITION SHINGLES ON 30# ROOFING T OVER PLYWOOD DECKING WITH ENGINEERED WOOD TRUSSES S 'NAGE BY OTHER o'c�5 - Fial Wsw..j V ICK ARCH CONSISTING BOTTOM HEADER COURSE TWO CUT SOLDIERS AND DOUBLE P HEADER COURSE SOLDIER FER TO DETAIL. COURSE COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES SIGNAGE BY OTHERS BRICK ARCH CONSISTING OF BOTTOM HEADER COURSE W/ TWO CUT SOLDIERS AND TOP HEADER COURSE REFER TO DETAIL. jk TRUSS BRG 13'-6' MANUFACTURED STONE ACCENT ARCH SPRING BLOCKS. RE: DETAIL ■ TOP u ARCH `D SPRING PT I � jk /FAIN. FLR. RECESSED BRICK HEADER COURSE MANUFACTURED STONE VENEER BASE TINTED INSULATING GLASS IN ALUMINUM STOREFRONT MANUFACTURED STONE — LINTELS RIDGE VENT TRUSS BRG. 13'-6" EIFS 0 DRIVE THRU CANOPY u Qi EXTERIOR SUSPENDED GYPSUM BOARD CEILING co UNDER DRIVE THRU CANOPY r I PRE -FINISHED GUTTER & DOWNSPOUTS w FIN. FLR.jk 0'-0" CONCRETE CURB lO NORTH ELEVATION 1/8" = 1'-0" nwrr�l. w.wr►� • r''MIAffm rrrr ----- ...rrrr —rrrr----------rrrr-• � rrrr iwrrrrwrrr-n�rl-r—r-r—r—rrrrrrrfrll-�lw— — N wwrrE rr■a Eaa�lll�iir1Ji ��� il���.tr�.'7w��■ ����•� ��r wo !ori M' w■�rr■ rr-- 1 wo =11 rw-rr�.� i■riii �� „namo ■ rw4i—M � 2 WEST ELEVATION 1/8" = 1'-0" ■ kNUFACTURED STONE :CENT ARCH SPRING _OCKS. RE: DETAIL CESSED BRICK HEADER COURSE VTED INSULATING GLASS ALUMINUM STOREFRONT RE -FINISHED JTTER & DOWNSPOUTS MANUF, STONE SPRING BLOCK -REFER TO DETAIL 12 7.5 �— RECESSED BRICK _r0 SOLDIER COURSE DRIVE -UP BANKING EQUIPMENT BY OTHERS BRICK VENEER TINTED INSULATING GLASS IN ALUMINUM STOREFRONT WINDOW STEEL PIPE BOLLARDS - VERIFY LOCATION AND SIZE COMPOSI- -.. _....._. _ FELT OVE PRE -ENC E.1.F.S. PAINT GF SIDE WAI FLASHING BRICK A BRICK C PRE-F1P GUTTER RECESS SOLDIER RECESSE BRICK PROVIDE rmtr 1lvr3nr-u BLACK BREAK METAL SET IN SEALANT AT SILL, JAMBS AND HEAD TO SURROUND DRIVE THRU WINDOW. VERIFY W/ ARCH. 4 SOUTH ELEVATION 1/8" = 11-0" NOTE: nnn,nnr CIInnTU AInTrU ADCA TAI 11An11IFArT1IACr) CT(1NF R&CF' &Nn RI II 1 NnCF FOR NICHT DFPOSIT AND DEAL DRAWER TO SIT FLUSH WITH FACE OF BRICK. STEEL PIPE BOLLARDS - VERIFY LOCATION AND SIZE DRIVE -UP BANKING EQUIPK BY OTHERS PAINTED MECH. VENT, REFER: DETAIL 6&7/A-6 O3 EAST ELEVATION 1 /Q11 ^ 1 I -Orr RECESSED BRICK-) SOLDIER COURSE BRICK VENEER J BOX FOR MWD FIXTURE - SEE E1 MANUFACTURED STONE BASE — RIDGE VENT —COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES — RECESSED SIGNAL FIXTURE TO BE CENTERED ON DRIVE-THRU LANE MANUFACTURED STONE -- RECESSED ATM SIGNAGE ACCENT ARCH SPRING COORDINATE ROUGH OPENING BLOCKS. VERIFY DIMENSIONS WITH SIGN VENDOR. RE: DETAIL _ , WITH BRICK COURSING 7/A-3 8 `-- RECESSED BRICK HEADER COURSE TYPICAL I � TRUSS BRG. 13'-6" \ � �i� c>v 00cn�r►'an�Ia►� qc) FIN. FLR. ��< <j SPRING BLOCK �� 4 * �` 411 'I 'I 11-01. — 2'-0" X 2'-0" BRICK COLUMN W/ MANE. STONE PLAN PLAN BASE AROUND STEEL COLUMN - TYPICAL AT DRIVE THRU CANOPY I I I I I I ELEV. A ELEV. B COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH O PRE-ENGINEERED WOOD TRUSSES EXHAUST VENT -RE: MECH. PAINT TO MATCH TRIM COLOR PAINT GRIP GALV. S]DE WALL 0 pomm FLASHING LET INTO . 16'-6" TO MATCH BRICK PAINTED METAL PANEL, REFER: ur�r- (_ 7 I M-- 5 `� N _ � I w �— 6 a., — PRE -FINISHED GUTTER & DOWNSPOUTS FIN. FLR. 0'-0' u ECESSED BRICK - HEADER COURSE -- -- _.--•------------------ ---- ��iwr-rrr-rrr r�r��■■r���ni U ww �ULM ■w rwrrrwwrl --------- ----------- ����i marrwrwrrrwrwrrr■rrrrrrwrrrrwrrrrrwrrwr�--rrwrrrwrwrww. •,rrwrrrrrrrwrrr-rrwrrwr-rwr■■rwwrrrrwrrrwrrr■ • rrwrrr.rrrwrrrrwrw—rrrrrwrrrr 0a Mill rrwrr rrwwrr■rrrrwrrrrr—rrrrr■ .rrwrrrr11L .rrrrrr—rrrrrwrwr-wwwrr■■-rrrrwrrrww-rwr—..--r— 111-11 irrrrrrwww---rrr—wrrrrrr Be rrrwrrr,rwrrrrr-wrrr■r �rr■.-rwwwww-rrrrwwrrrw-■■wwwwrrwww ter---------- rr rwrrrrrr ■— ,, r—r—rrrr r..■ rrrrrr Off r-rrrrrw wwrrrrrrw ww-wwwr-� nnnnunuuunrnnunnnnuuul„ rrrrrrrwrr-rwrrrrwi ■rwr—wrrrwrrrrrwwr. wr—rwrrrrwrrrrrw��i • rrrrwrw-rwrwrrsr--. MI. mm mumm�n —r © .wi■ �wr■ rrr luunuunnunnnnnnnnunuuuumlllurullulllllulllmulluuuuulnumuunnuw,nuuuunnnuuuunuuuuunr L - irrw-rrwwrrrwrr■w-rrrrwrw-r■■rwr-www-r-r■•--rwrwwwrrwr Iw F �_ _._. .—r--w—wrrwwrr rr■■--r---rrr wr-rwrrrwrr---wr—w---wrr p rr. ^--- r—wrrwwwwrrwrr.rrrrrrr—rrru-rwrrrrrrrrrrrrwwrwwrrrr irr -- wrrr—rrrrrrrw.rrruwwrrrwrrr wwwrwrrrwwwrwwwrwwrwrrrr rrwwrwwrwrwrrrrwrrrrr-rrwr■rrrwwrrwwrrrwrrrrwrrrwrr ©BE 1 it rwr,lmme - —w—c-rrrrrwrr- d,---unl!:;;11nuuuoouu====a L�+rrrrrwrrrrrr-wwi rr—rrrrwwrwrrrw-w■ irr-rwrrrr-rrrrwwri irrrw-rrr-rrw-rrr—. MMMT ,r-■ BMW mmm BMW -EB.,-- �'0 uii■ .rr i�ir -wrrrwrirwr-orwrrr-rrrrrrr immmm rmmmmrwrrrrw—rrwrrrr-wwrrrrwr ..rr.rrrrr—rwr—rwwr—■■rrrrrrwr.rw-rrrwwwrrrrrwwrrrrr—�rwr �rrr—rrr-rrrrrrrr■, rrrrwrrwrrrwwrrrww wwr�_rrrrrr� • mrr • ' �'r mrr srrwrrrrrrrr�rw- mrrmmm� �rrallrrwrrrrrrrmmmmwr_rr-� mm =me�r wrr—rrr Mrrrwrrw--�r' �r urr �rr_i�ii rrrrrrr-rrwwrwwr� 1.0111 =r , • r �wrrrwrwrrrrrrr =wrr.rwww�i■rwrrrwrr r i—rr rrrwrrwrrrrrwrrr .wrr rwrrrwr—w—w-rrwwrwr—wrrr .rwrwrrwww-rr■rrr■■rrr■■rrwwr■wrrrrrwr—rrrwrrrr. it wrwrwrrrrrrrrrwrr■ r .rrwrrrrrrwrrrrwrr =601 r .wr STEEL PIPE BOLLARDS - VERIFY LOCATION AND SIZE DRIVE -UP BANKING EQUIPK BY OTHERS PAINTED MECH. VENT, REFER: DETAIL 6&7/A-6 O3 EAST ELEVATION 1 /Q11 ^ 1 I -Orr RECESSED BRICK-) SOLDIER COURSE BRICK VENEER J BOX FOR MWD FIXTURE - SEE E1 MANUFACTURED STONE BASE — RIDGE VENT —COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES — RECESSED SIGNAL FIXTURE TO BE CENTERED ON DRIVE-THRU LANE MANUFACTURED STONE -- RECESSED ATM SIGNAGE ACCENT ARCH SPRING COORDINATE ROUGH OPENING BLOCKS. VERIFY DIMENSIONS WITH SIGN VENDOR. RE: DETAIL _ , WITH BRICK COURSING 7/A-3 8 `-- RECESSED BRICK HEADER COURSE TYPICAL I � TRUSS BRG. 13'-6" \ � �i� c>v 00cn�r►'an�Ia►� qc) FIN. FLR. ��< <j SPRING BLOCK �� 4 * �` 411 'I 'I 11-01. — 2'-0" X 2'-0" BRICK COLUMN W/ MANE. STONE PLAN PLAN BASE AROUND STEEL COLUMN - TYPICAL AT DRIVE THRU CANOPY I I I I I I ELEV. A ELEV. B COMPOSITION SHINGLES ON 30# ROOFING NOTE: REFER TO ELEVATIONS FOR MANUFACTURED STONE STOREFRONT LINTEL AND SILL FOR CORRECT JOINT LAYOUT. NOTE: MANUFACTURED STONE BULLNOSE DETAIL TO BE NOTCH AT ALL DOWNSPOUT LOCATIONS FOR DOWNSPOUT TO SIT FLUSH WITH BUILDING EXTERIOR. NOTE: REFER TO DETAIL 1/A-5 FOR RECESSED HEADER COURSE LOCATIONS. NOTE: PROVIDE METAL DRIP SHETLD AT THE TOP OF ALL LOUVRES AND AT DOOR HEADS. PAINT TO MATCH. ■ PLAN PLAN I M ELEV. C ELEV. D 13'-6" TRUSS BRG. U r— I o w FIN. FLOOR X 2'-0" BRICK MN W/ MANE. STONE AROUND STEEL MN - TYPICAL AT THRU CANOPY ...,..T DEPOSIT LOCATION- VERIFY W/ VENDOR- COORDINATE W/ BASE DETAIL I/2 1/2 " WIDE x 1/2 " DEEP V -GROOVE REVEAL 5 EIFS REVEAL DETAIL BRICK VENEER 3/4 RECESSED BRICK VENEER SOLDIER 3/4 U L-1 L_ Lj BRICK VENEER b BRICK BAND DETAIL 1/8" = 1'-0" 38- MS03C 7 RECESSED SIGNAGE ELEVATION ■ i RECESSED HEADER E—TYP. INTEPPLAN f ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: CONSULTANT: REVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR. NNNNN SANFORD, FL COPYRIGHT @c 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO: 2002,0721 DATE: 114" = 1'-0" A3 CHECKED: ■ ■ MODIFIED: 07/22/03 12:50:56 J:\A-J\AMSOUTH\2002.0721\02721A3.DWG 1/8'=1'-0' ULIBRA PLOTTED: 07/22/0) 13:16:)1 J:\A-J\AMSOUTH\2002.0721\0272tA3.DWG 1/8'=1'-8' ULIBRA FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES EXHAUST VENT -RE: MECH. PAINT TO MATCH TRIM COLOR PAINT GRIP GALV. S]DE WALL TRUSS BR FLASHING LET INTO BRICK VENEER, PAINT 16'-6" TO MATCH BRICK PAINTED METAL PANEL, REFER: DETAIL 6&7/A-6 (_ 7 I M-- 5 `� N _ � I w �— 6 a., — PRE -FINISHED GUTTER & DOWNSPOUTS FIN. FLR. 0'-0' ECESSED BRICK HEADER COURSE NOTE: REFER TO ELEVATIONS FOR MANUFACTURED STONE STOREFRONT LINTEL AND SILL FOR CORRECT JOINT LAYOUT. NOTE: MANUFACTURED STONE BULLNOSE DETAIL TO BE NOTCH AT ALL DOWNSPOUT LOCATIONS FOR DOWNSPOUT TO SIT FLUSH WITH BUILDING EXTERIOR. NOTE: REFER TO DETAIL 1/A-5 FOR RECESSED HEADER COURSE LOCATIONS. NOTE: PROVIDE METAL DRIP SHETLD AT THE TOP OF ALL LOUVRES AND AT DOOR HEADS. PAINT TO MATCH. ■ PLAN PLAN I M ELEV. C ELEV. D 13'-6" TRUSS BRG. U r— I o w FIN. FLOOR X 2'-0" BRICK MN W/ MANE. STONE AROUND STEEL MN - TYPICAL AT THRU CANOPY ...,..T DEPOSIT LOCATION- VERIFY W/ VENDOR- COORDINATE W/ BASE DETAIL I/2 1/2 " WIDE x 1/2 " DEEP V -GROOVE REVEAL 5 EIFS REVEAL DETAIL BRICK VENEER 3/4 RECESSED BRICK VENEER SOLDIER 3/4 U L-1 L_ Lj BRICK VENEER b BRICK BAND DETAIL 1/8" = 1'-0" 38- MS03C 7 RECESSED SIGNAGE ELEVATION ■ i RECESSED HEADER E—TYP. INTEPPLAN f ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: CONSULTANT: REVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR. NNNNN SANFORD, FL COPYRIGHT @c 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO: 2002,0721 DATE: 114" = 1'-0" A3 CHECKED: ■ ■ MODIFIED: 07/22/03 12:50:56 J:\A-J\AMSOUTH\2002.0721\02721A3.DWG 1/8'=1'-0' ULIBRA PLOTTED: 07/22/0) 13:16:)1 J:\A-J\AMSOUTH\2002.0721\0272tA3.DWG 1/8'=1'-8' ULIBRA 7 MASONRY VENEER SHEATHING W/ �j BRICK VENEER BEYOND - Hwmtiv�m �iunrrrwivi p WALL TIES WINDOW FRAME d BUILDING WRAP R 6 STEEL 1 TINTED INSULATING ON EXTERIOR FACE STUDS OF SHEATHING GLASS • I-. BRICK VENEER 1 1�2" 6".6„ /2" < 'I x-orore REVISIONS: NO. DATE REWRK5 3 SECTION AT ROOF GUTTER > 1/2° =1r-0° _orvss �r _ ,� 4 WINDOW HEAD DETAIL 1 1/2 -1-o 6" 6^ BATT INSULATION . 3 BRICK VENEER 5/8 " GYPSUM BOARD 2 6 6 5/8" PLYWOOD SHEATHING 6" STEEL REFER TO STUDS ■ ■ , BUILDING WRAP (1) # 10-24 x 1 1/4 PWH # 3 ON EXTERIOR FACE OF SHEATHING HILTI WD, TO MTL. SCREW OR EQ. BRICK VENEER STAGGERED @ 20" O.C. ANNIS1111MM P.T. 2 X10 WOOD BLOCKING BRICK VENEER `3/4 MANFUFACTURED CONTINUOUS SEALANT RECESSED HEADER STONE BASE COURSE BEYOND ALUMINUM STOREFRONT w WINDOW FRAME U.J. 4"H X 16 - W X 6 THK. 2" U-iNOMINAL MASONRY . x MANUF. STONE WATERTABLE 1" TINTED INSULATING " W/ BULLNOSE DETAIL GLASS m (NOTCH' ® DOWN SPOUT LOCATIONS) b WINDOW JAMB DETAIL 1 1/2" _ 1 ,-o" MASONRY VENEER WALL TIES 5/8 " GYPSUM BOARD 6 MIL VAPOR BARRIER 5/8' PLYWOOD SHEATHING - BATT INSULATION CONCRETE SLAB -REFER TO 8"H X 24" W X 4" THK. I -� - 6" 6" STRUCTURAL V; RESILENT BASE FACE OF NOMINAL MASONRY MANFUFACTURED-2 FACE OF MANUF. STONE REFER TO ROOM FINISH ,�`—,�` /� I I PLAN STONE BASE BEYOND MTL. STUD BEYOND AMSOVTH °i METAL FLASHING 1" TINTED INSULATING GLASS BANK N CONCRETE SLAB - REFER TO SET IN SEALANT. 6" STEEL STUDS STRUCTURAL COLOR 'TO MATCH I ALUMINUM STOREFRONT STOREFRONT BR.FL.C.DN.4 WINDOW FRAME MASONRY VENEER WALL TIES 6 MIL VAPOR BARRIER SEALANT BOTH SIDES j FIN. FLR. \ P.T. BLOCKING 3815 ORLANDO DR, BUILDING WRAP / — — — — ON FACE OF SHEATHING CONTINUOUS VINYL FLASHING _ w \ ° SANFORD, FL COLOR 'TO MATCH STOREFRONT \\ �\ 1 ■ ■ FIN. FLR.. . , "- v n ' n'' v v ' ° n ' ° MANFUFACTURED \ IO ° ° O WEEPS AT 40-0". O.C. _ \ , ,o — COPYRIGHT Qc 2003 z v. v n• v n• STONE SILL d CONTINUOUS VINYL FLASHING n ' v• , n '�• 'v• , n • v� , n ' v o ' v• , v ' v � I�I ( INTERPLAN LLC RESERVES • � � . � COPYRIGHT &OTHER RIGHTS o 4 i III III III RESTRICTING THESE DOCUMENTS v : ° n : -III Iii - \ ` TO THE ORIGINAL SITE OR FIN. GRADE //\• V�%% / V// 4 Q WEEPS AT 4 -0" O.C. I I ° , III III I I PURPOSE FOR WHICH THEY WERE my 1///\Y///� ///\V v 6 v n° n y n p n' v, n' v n' �' :L1 - �\ n w ' • • �� \ - I PREPARED. REPRODUCTIONS, —----�- — a a I (I III CHANGES OR ASSIGNMENTS ARE n ' v v v ' v ° °. ° v. '. ' . °. \ GROUT SOLD • , • , � • , , ' . � • � I � � —11 I III I I PROHIBITED. •�� GROUT SOLID �. •' 1�' 0 1 III III i y v v. y n v.n °, II III- , • o a CONCRETE FOOTING -..REFER TO ° ° ° ° ° °. : ° ' • ° ' . d 4 - III 11� III III- , STRUCTURAL - 0. v ,.. • '•• ,.o VVv /� L I III III III I i--�- - , V. d' M n• CONCRETE FOOTING REFER TO I I( I I( �S'1`ALANT BOTH � STRUCTURAL � 1 1 1 � � � � � � .� � SIDES \ METAL FLASHING 1" \ \ / PROJECT NO: 2002.0721 SET IN SEALANT. � 38-DT038 l� COLOR TO MATCH `/A\�Y/\\ Yh I STOREFRONT DATE: 1 2 SECTION AT FLOOR SLAB 1 1/2"-��_o�� 5 SECTION AT WINDOW SILL 1 1/2'1 =I -o�� \ A5 38-OT04B CHECKED: ;i t MODIFIED:07/01/03 10:49:55 J:\A-J\AMSOUTH\2002.0721\02721A5.DK I i/2'=1'-0 LESNAO .,,, ,•, PLOTTED: 07/25/03 13:26:12 J:\A-J\AMSOUTH\2@02.0721\02721A5.OYIC 1 1/2"=1'-0" ULIBF�A `, �"•j I iNTERPLAN 1 1, e" " 6 " 6 ARCHITECTURE ENGINEERING., INTERIOR DESIGN PROJECT MANAGEMENT BRICK VENEER AA 003.420 5/8" PLYWOOD SHEATHING / CA 8660 ;. / BUILDING WRAP / 3/4 ON EXTERIOR FACE OF SHEATHING / / 933 LEE ROAD, FIRST FLOOR 5/8 " GYPSUM BOARD ORLANDO, FLORIDA 32810 , BATT INSULATION PH 407.645.5008 FX 407.629,9124 CONTINUOUS VINYL FLASHING 6" STEEL STUDS - CARRY MIN. 10" ABOVE / REFER TO STRUCTURAL STEEL LINTELI (2) # 10-24 x 1 1/4 PWH # 3 SEAL: � HILTI WD. TO MIL. SCREW OR EQ, STAGGERED 0 20" O.C. 3/4 " RECESSED SUSPENDED LAY -IN ACOUSTICAL MANUFACTURED STONE TILE CEILING LINTEL \ WEEPS AT 4'-0" Q.C. \ �' R SEALANT BOTH SIDES l a STEEL LINTEL ANGLE - 2 X WOOD BLOCKING d CONSULTANT: REFER TO STRUCTURAL ., DETAIL FOR ATTACHMENT CONTINUOUS SEALANT Q' 1 MASONRY VENEER SHEATHING W/ �j BRICK VENEER BEYOND - Hwmtiv�m �iunrrrwivi p WALL TIES WINDOW FRAME d BUILDING WRAP R 6 STEEL 1 TINTED INSULATING ON EXTERIOR FACE STUDS OF SHEATHING GLASS • I-. BRICK VENEER 1 1�2" 6".6„ /2" < 'I x-orore REVISIONS: NO. DATE REWRK5 3 SECTION AT ROOF GUTTER > 1/2° =1r-0° _orvss �r _ ,� 4 WINDOW HEAD DETAIL 1 1/2 -1-o 6" 6^ BATT INSULATION . 3 BRICK VENEER 5/8 " GYPSUM BOARD 2 6 6 5/8" PLYWOOD SHEATHING 6" STEEL REFER TO STUDS ■ ■ , BUILDING WRAP (1) # 10-24 x 1 1/4 PWH # 3 ON EXTERIOR FACE OF SHEATHING HILTI WD, TO MTL. SCREW OR EQ. BRICK VENEER STAGGERED @ 20" O.C. ANNIS1111MM P.T. 2 X10 WOOD BLOCKING BRICK VENEER `3/4 MANFUFACTURED CONTINUOUS SEALANT RECESSED HEADER STONE BASE COURSE BEYOND ALUMINUM STOREFRONT w WINDOW FRAME U.J. 4"H X 16 - W X 6 THK. 2" U-iNOMINAL MASONRY . x MANUF. STONE WATERTABLE 1" TINTED INSULATING " W/ BULLNOSE DETAIL GLASS m (NOTCH' ® DOWN SPOUT LOCATIONS) b WINDOW JAMB DETAIL 1 1/2" _ 1 ,-o" MASONRY VENEER WALL TIES 5/8 " GYPSUM BOARD 6 MIL VAPOR BARRIER 5/8' PLYWOOD SHEATHING - BATT INSULATION CONCRETE SLAB -REFER TO 8"H X 24" W X 4" THK. I -� - 6" 6" STRUCTURAL V; RESILENT BASE FACE OF NOMINAL MASONRY MANFUFACTURED-2 FACE OF MANUF. STONE REFER TO ROOM FINISH ,�`—,�` /� I I PLAN STONE BASE BEYOND MTL. STUD BEYOND AMSOVTH °i METAL FLASHING 1" TINTED INSULATING GLASS BANK N CONCRETE SLAB - REFER TO SET IN SEALANT. 6" STEEL STUDS STRUCTURAL COLOR 'TO MATCH I ALUMINUM STOREFRONT STOREFRONT BR.FL.C.DN.4 WINDOW FRAME MASONRY VENEER WALL TIES 6 MIL VAPOR BARRIER SEALANT BOTH SIDES j FIN. FLR. \ P.T. BLOCKING 3815 ORLANDO DR, BUILDING WRAP / — — — — ON FACE OF SHEATHING CONTINUOUS VINYL FLASHING _ w \ ° SANFORD, FL COLOR 'TO MATCH STOREFRONT \\ �\ 1 ■ ■ FIN. FLR.. . , "- v n ' n'' v v ' ° n ' ° MANFUFACTURED \ IO ° ° O WEEPS AT 40-0". O.C. _ \ , ,o — COPYRIGHT Qc 2003 z v. v n• v n• STONE SILL d CONTINUOUS VINYL FLASHING n ' v• , n '�• 'v• , n • v� , n ' v o ' v• , v ' v � I�I ( INTERPLAN LLC RESERVES • � � . � COPYRIGHT &OTHER RIGHTS o 4 i III III III RESTRICTING THESE DOCUMENTS v : ° n : -III Iii - \ ` TO THE ORIGINAL SITE OR FIN. GRADE //\• V�%% / V// 4 Q WEEPS AT 4 -0" O.C. I I ° , III III I I PURPOSE FOR WHICH THEY WERE my 1///\Y///� ///\V v 6 v n° n y n p n' v, n' v n' �' :L1 - �\ n w ' • • �� \ - I PREPARED. REPRODUCTIONS, —----�- — a a I (I III CHANGES OR ASSIGNMENTS ARE n ' v v v ' v ° °. ° v. '. ' . °. \ GROUT SOLD • , • , � • , , ' . � • � I � � —11 I III I I PROHIBITED. •�� GROUT SOLID �. •' 1�' 0 1 III III i y v v. y n v.n °, II III- , • o a CONCRETE FOOTING -..REFER TO ° ° ° ° ° °. : ° ' • ° ' . d 4 - III 11� III III- , STRUCTURAL - 0. v ,.. • '•• ,.o VVv /� L I III III III I i--�- - , V. d' M n• CONCRETE FOOTING REFER TO I I( I I( �S'1`ALANT BOTH � STRUCTURAL � 1 1 1 � � � � � � .� � SIDES \ METAL FLASHING 1" \ \ / PROJECT NO: 2002.0721 SET IN SEALANT. � 38-DT038 l� COLOR TO MATCH `/A\�Y/\\ Yh I STOREFRONT DATE: 1 2 SECTION AT FLOOR SLAB 1 1/2"-��_o�� 5 SECTION AT WINDOW SILL 1 1/2'1 =I -o�� \ A5 38-OT04B CHECKED: ;i t MODIFIED:07/01/03 10:49:55 J:\A-J\AMSOUTH\2002.0721\02721A5.DK I i/2'=1'-0 LESNAO .,,, ,•, PLOTTED: 07/25/03 13:26:12 J:\A-J\AMSOUTH\2@02.0721\02721A5.OYIC 1 1/2"=1'-0" ULIBF�A `, �"•j I I � r 'INTEPPLA'N"�I', 5/8 PLYWOOD. :,. ARCHITECTURE i - BUILDING WRAP ENGINEERING ON EXTERIOR FACE OF SHEATHING r N INTERIOR QESIGN ;, PROJECT MANAGEMENT,' 'LINE OF MANUFACTURED STONE AND BRICK VENEER 003'420' ;1 CA 6660 6" STEEL STUDS. '' J _ RE: STRUC }' LINE OF MANUFACTURED 933 LEE ROAD, FIRST FLOOR STONE BULLNOSE BELOW ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407,629, 912Q BATT INSULATION ► ` ;y'I J 6" STEEL.STUDS SEAL: 1� RE: STRUC. 5/8" PLYWOOD SHEATHING 5/8 " GYPSUM BOARD MASONRY VENEER WALL r• TIES n 6" 6" 1-0" 2" ~ j sa-apeB CONSULTANT: s 5 BUILDING CORNER DETAIL 6" 6" MASONRY VENEER WALL TIES ;. „+ BRICK VENEER r BUILDING WRAP ON EXTERIOR FACE OF SHEATHINGf'" 5/8" PLYWOOD SHEATHING REVISIONS: 6" STEEL NO. DAIS REMN2KS a STUDS. RE: STRUC BATT INSULATION 5/8 ' GYPSUM BOARD 3/4" 3/4 *RECESSED j> BRICK SOLDIER COURSE VINYL FLASHING (2) # 10-24 x 1 1/4 PWH #3 . HILTI WD. TO MTL SEALANT SCREW OR APPROVED EQ. �-- STAGGERED q 20" O.C. ot ,I STEEL LINTEL ANGLE w ■ �� RE: TO STRUCTURAL 2 X WOOD BLOCKING AN&XM HOLLOW METAL DOOR FRAME PAIT TO MACH TRIM CONTINUOUS SEALANT HOLLOW METAL FIXED PANEL GYPSUM BOARD j (LOUVER AT MECH RM, JAMB BEYOND VERIFY W/ MECH. — PAINT TO MATCH TRIM) �a-ora�r► 6 DOOR HEAD DETAIL 11/211 =I1-011 it + • AMSOUTM MASONRY VENEER WALL TIES BANK BRICK VENEER 5 8 GYPSUM BOARD / �^ ` BR.FL.C.DN.4 5/8" PLYWOOD SHEATHING 3815 ORLANDO DR, 6" LT, CA, STEELL (2) # 10-24 x 1 1/4 PWH 3 STUDS. RE: STRUC HILT1 WD. TO MTL. SCREW OR EQ. SANFORD, FL STAGGERED ®20" O.C. BATT INSULATION COPYRIGHT © 2003 BUILDING WRAP INTI=RPlAN LLC RESERVES ON EXTERIOR FACE OF SHEATHING COPYRIGHT & OTHER RIGHTS t a; RESTRICTING THESE DOCUMENTS 1 LINE of MANUFACTURED TO THE ORIGINAL'SITE OR,1 STONE BULLNOSE CAP BELOW PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CONTINUOUS SEALANT G ' CHANGES OR ASSIGNMENTS E AR bQfH SIDES PROHIBITED. TREATED 2 x WOOD BLOCKING HOLLOW METAL DOOR FRAME 3 ANCHORS PER CONTINUOUS SEALANT JAMB PAINT TO MATCH TRIM ; HOLLOW. METAL DOOR d l Ili • PAINT TO MATCH TRIM _ 1 :i r a se -once Ye I A v �� PROJECT NO: 2002,0721 7 DOOR JAMB DETAIL 1 1/211 , 11-0^ DATE: ; , { A6 CHECKED: •'t�' ; •' ��� 1dOR;�lEL1' 07/01/OJ 10`51 10 J \A-J\AuSourH\2002 N''21\02721A6 UK t 1/2'- 1'-0' ..LESNAG ,i � CONCRETE FOOTING - REFER 10 , STRUCTURAL I I I ( 5/8 "EXT. GRADE GYP. BOARD (PAINT) SUSPENDED BY #9 WIRE 3/8" CONT. DRIP I I WRAPPED AROUND TRUSSES TO 169a. C.f2.C, 0 4 ON CENTERS WITH 3/4 "RECESSED I I 209a HAT CHANNEL @ 16" ON CENTER. >e -on l e BRICK HEADER I ■ 1 SECTION DRIVE THRU > 1/2"1'-0" COURSE I I I► II LINEAR VEr810-v cor1T. II II 1" EIFS. ON 1/2" GYPSUM SHEATING FORM FLASHING UW w+v+ivi PROJECT MANAGEMENT PAINT GRIP SINGLE PLY EPDM ROOFING MEMBRANE CAM FLASHING AA 003420 (PAINT TO MATCH CA 8660 ROOF COLOR) I narm 1 1%2 " RIGID ROOF INSULATION COUNTER FLP CQMPOSITIO� ASPHALT SIN OVER DECKIr NOTE: SLOPE TAPERS INSULATION T J8-Drl5 m W/ TAPPER PRESSURE TREATED PLYWD REFER TO STRUCTURAL 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: ; e TREATED BLOCKING' PRE—ENGINEERED ROOF TRUSSES ■ CONSULTANT: 5 DETAIL AT ROOF 1 1/2 = 1'-011 ' e 1 lr SINGLE PLY EPDM ROOFING MEMBRANE LAP SEALANT WATERGUARD COLLAR AT ROOF OVERFLOW DRAIN REVISIONS: ONLY NO. DATE REMARKS -- WATER ,BLOCK SEAL TREATED WOOD BLOCKING NOTE: _ SLOPE TAPERED RIGID W; INSULATION TOWARDS DRAIN 1 1/2 " RIGID ROOF INSULATION W/ TAPPER PRESSURE TREATD DECKING N„ REFER TO STRUCTURAL AAN&XffH DECK CLAMP DRAIN LINE — REFER TO PLUMBING 6 DETAIL AT ROOF DRAIN 1 1/211 1'-011 NOTE: REFER TO ELECTRICAL FOR COORDINATION OF SERVICE REQUIREMENTS AND LOCATIONS OF BREAK ROOM APPLIANCES 38—ELO 1—REV PLASTIC LAMINATE ADJ SHELVING . 1 MICROWAVE OVEN VERIFY SIZE PRIOR TO FABRICATION AMSOUTH MONITOR BANK PAPER TOWEL BR.FL.C,DN,4 DISPENSER TA6 INSTALL 4'-0" TO CL. OF SLOT 3815 ORLANDO DR. MICROWAVE OVEN OUTLET SANFORD, FL MONITOR OUTLET ■ AND DATA PORT y COPYRIGHT (c 2003 PLASTIC LAMINATE NO. 1 INTERPLAN LLC RESERVES .� COUNTER AND COPYRIGHT & OTHER RIGHTS BACKSPLASH RESTRICTING THESE DOCUMENTS r STAINLESS STEEL SINK TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE REFRIGERATOR OUTLET PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE HARDWARE TO PROHIBITED, BE 4" WIRE PULL— TYPICAL. RE: ' SPECIFICATIONS PLASTIC LAMINATE N0, 1 BASE CABINETS, PROJECT NO: 2002,0721 . DATE: 7 ELEVATION @ WORKROOM 111 A7 CHECKED: MODIFIED: 07/01/03 10:52.39 J:\A-J%AMSOUTH\2002.0721\02721A7.DK 1 1/2'=1'-0' LESNAG —_ �PLOTIED: 07/25/03 13_26:01 `J:\A-JVMSOUTH\2002.0721\02721A7.DWG 1 1/2'=1'-0" ULIBRA TVrn n At�.v,.� Nt: 'r1NlbH �)UMUUM i _$ , „ INTERPL-,,N. 'A PLASTIC lA I TE0�_ A Y SCREEN BEYOND . U OPENING IN COUNTERTOPPRI I WITH 9 RADIUS f FORDRAWER,.. PEAL , • x , , .. _.., .. nnici uIe-rrn LTi iocc' :ov nei,oi 1 I I I 1 I NnTF ('.f1NTRA( TFR Tn' VERIFY AR IT ., , a :. ., , _,._.._w_—___- -- _ - - - — -- __ - . ,. . -- i. — -- — — — ,. , __. „- ,µ .. ..,:.1. �... . ,. : .. , ..,w. ,t ..,, . .. -�,. , ,. : -, .. ., .. -. ,.. - : r .. ,.. .. .., , .. ., : .. - ....... ,. .- � , ,.., .. .. ..� ... �.. ,,,: _..-- --- I . I I I— I . I I . . ,,.., r.., , B, ,. , .. .,, :: ,,, - ,. ,:. .. I , . . i . -1 , .._ •, .',.- ,.:. .:: ,. a .:� ., .:.. .. :^.. ---1 . ANKIN PM NT Y EQU! E B Il .. , ,, a ., _ , ' .' ,. Y , , :: „ ..:.. r - 1� T, K M R E LA PLAT G 0 B TIC. S :, , ,. . "' :; i I � I � � e ., r ` I I 1 = — — j _ '. M _ ' , . 11 , . ;, 11 I A ,TYP AT K R E WOR S G. _._: „ < , ,. ...,.' ,,.. ..: .. ,, ,. Y ., , , I 5'-0 1/2" VERIFY I _, I. , , . -INT_ RPLA T .: 11 I: ,: ," . C.J. a TR A L : _ F APP I E R ELEC IC L CA L s Q 1 � C.J. C.J. r t. � � ' F. � , - I 11 , ,.. BLACK PLASTIC 2 GROMMET :,, , ,11A . _ .. . : 34 , `, � I , , , .. PROVIDE H S T OLE CU ,...THROUGH 3 9 PLYWOOD. : , .:'11 ' { ,. , , ' J„_ .. AT W RK -SURFACE ONE PER Q ,: , ,. I : . „' .. :. ,, i _, .- o z „r ... _ .. .. P SUP OR EL CTRICAL QRT F E :, n .r : „ I � EACH SIDE OF REMOVABLE PANEL REFER TO ELEC - ARCHIT ACTURE:, 11 ,, ,.:, .,: ,, .. ,,,...: .; -TELLER STATION SPACED ,,.,, L J L _ _ _ _ , _ _ --- _ f , - .,. L ._ __ r.., „ . , r , w .,; ,.. � , r , ,:> , : . r , . ,. , , , .. PLASTIC LAMINATE C LA I TE N0. 2 „ .. G EERI , : .. { , P T O . b .. , LA E SIC LAMINAT N . _ . > _q r ( -1 _ :, r .: _ , . ,_ _ _ CAP B Y N D W E 0 3 8 REVEAL: ,, t I ND S ,' WI OW ILL 1 - . .: I I 1 I q _ ,, . 11 PLASTIC LAMINATE N0. 2 , _. ,. ,_.. "I , .: ,, — ._.,. -. _ _ ,. - : P ST LA IC MINT N0 2 , : PLASTIC N , LAS IC IAMI ATE N0. 3 : E. SE LANS INTERIO D R ESI GN _ _ „ t .: ., ;' ,., :v: .e '. . ;Y ,. I J .,- r. :., I ': _ a q f - , _ ,.. I. . , .. I � , ... ,.. . , _ _ TRANSACT.. TO IQ N P � ON 3 4 PLYWOOD. / PR OJECT MANAG E MENT `, ., '- ,: , . . RE. FINISH: SCHEDULE : ,, _ / 5 1 .. , . 5 1 1 , RE. FINISH PLANS ,; LAPLASTIC PLASTIC M LAS IC LAMINATE NO 4 ;.- r . r , „ ,, TH NT RTP NOG COU E Q . I 1 ,. 1 ' :, . .. .:."'. . '.._ , , 1. , , , RV REVEAL IC L 3 8 E TYPICAL ;: -I ,.LAMINATE L. '. { t, AT -DEAL DRAWER L0 TIO CA .-„-.,.,,....- .........-.. .....::.. •...,... ,., _.. � 11 G� , -- LAMINATE ...-.•,:.-,. r:. "I%1. , .. - ,.._..,.� - .. , = ,. . PLASTIC LAI E N0.' � ("""_'�\ r:f� • n1 ♦r-rrn 1 .Ilru.rr sY/1 � � o3' 2 t: ('`A-R�Xl1 ,.. .. ,- -.. � �. .. <, -: ��J � , I I :`. , ,.. ..,... ,.: ., r -.: : . , ,. , mL I I . I . r � I � , I � , I � .. 1, , , , 1 � � , � , . t �, , , . . I I I , , , : , , , � ' - ' . , I � , , r . I . , , � � : - � ' - , . , , . , , . I � . : I V�. PLASTIC LAMINATE NO. 3 i. SIDE PANELS. RE: FINISH P NS LA r — — — -i I I r----1 .' :`I. 11 r— ---I I i I I I , r----1 1 I I I I I r—_— --- I I I I I- I I I I I I --- -.-.- I, I I i I I _i I I l . _..-- --- I . I I I— I . I I . 1 X 6 W MN I . UOD FRAMING � A ;I 19 24 O.C. 3/4 "PAINT CRADE PLYWOOD a ■ W/ REMOVABLE PANEL s . 7YP A — N co CONSULTANT: i PLASTIC ,LAMINATE N0. 4 r— [C L U DER COUNTER � { , I TO BE PAINTED 11 C 3/8 "REVEAL. REFER ( � TO DETAIL I I m m I 1 � . I . I I , ., ,, J :. . > ; _ . ID . 4 , ' '; �� BANK VENDOR I F T - I I r 7:1 1 r I I I I I I . E II ,,4" I , . . i . -1 ... I � . I :,- I ---1 . ANKIN PM NT Y EQU! E B I. _ ” *: .: , .,:. ,` , , ,- ,' , , , — i I � I � � i' i I I 1 = — — j _ '. , . , . ., ,, ,., ,: _ ' , . BANK ENDOR – — i r i . EQUAL e ____ol I EQUAL 0. EQUAL � �,, I 5'-0 1/2" VERIFY I N OTHERS — , 1/2" VERIFY 1.,1. 11 I: ,: C.J. C.J. , t C.J. , , C.J. . :: ", : , I B i,, , ,.. BLACK PLASTIC 2 GROMMET :,, , ! . : , `, � , .. PROVIDE H S T OLE CU ,...THROUGH 3 9 PLYWOOD. ELECTRICAL OUTLET : , ' J„_ .. AT W RK -SURFACE ONE PER Q ,: 6 - i _, .- o z ,: _ P SUP OR EL CTRICAL QRT F E I I EACH SIDE OF REMOVABLE PANEL REFER TO ELEC ,, . : .; -TELLER STATION SPACED ,,.,, 2 . _ WIR NG RE: ELECTRICAL I ELEC IC L _ . ” , , EQU LL E. ELEC IC .L _ ,.: _� , ; I I ,:. ,, . 11 PLASTIC LAMINATE N0. 2 , , : PLASTIC N , LAS IC IAMI ATE N0. 3 . ;Y ,. , , TRAM A T N' P ,< : , S C TQ , . � ON 3 4 PLYWOOD. / '- ,: . . RE. FINISH: SCHEDULE : _ / 5 1 S 1 5 1 1 , RE. FINISH PLANS ,; LAPLASTIC . ,. , . , , , . t, 11 G� , LAMINATE , = { ,' r:f� • N0.4 ON , ,. I. ,1., I , . . . -: ,ACCESSIBLE ,COUNTER - '';: . . . , , J ,. , _. . REFER `T0 PLAN _ 1- , _ . VERTICAL REVISIONS: � :,., ,. PLASTIC LAMINATE NO. 2 , , ..,, . TRAN ACT NTP S IO , .. T . .. NO E. _ . ,.... .L, �a-ora �� �� SECTION TELLER LINE 1�2 i C ON@ FA F CE 0 REVEAL NO. DATE R REMARKS I 11 -..I 11 aS . , :.4 — -o ,. :.`' �,(E :: . RE." F N1SH SCHEDULE I , E .E 0 R00 1 IS LAS 0 .'ALL , , .; RFRT MFN HP N FR - 0�'TELLER LINE PLAN — ONLY TYP. . ' ,, , ,, ,. _ MATERIALS FINISHES AND COLORS. ,,. > , 1 _ . 2 , - 1 Q .. , 4 , �. , ` s .: EY, . , ' -. , , 11 I . , , - ,1.'I I 4 _� r4_'� y ALARM CONNECTION . VERIFY W/ . BANK VENDOR I F T - I I r 7:1 1 r I I I I I I . E II ,,4" I , . . i . -1 ... I � . I I .T � - - 1 � — � \\\\\\\\I ( CASH AQLT I VERIFY W/ I / I I _ — — i I � I � � i' i I I 1 = — — j _ �= - — = BANK ENDOR – — i r i . EQUAL e ____ol I EQUAL 0. EQUAL EQUAL 3'-7" VERIFY j 5'-0 1/2" VERIFY I 11 ','I - -, 6'-8 1/8" VERIFY8'-7 — , 1/2" VERIFY 0 M 1L. STUD �'X jU PLYWOOD 0 D STABLE, SHELFWITH ADJUSTABLE SHELF,WITH A 6RADIUS'ROUND IN OPEN AREA FOR COUNTERTOP THIS CORNER OWNER FURNISHED RIO A, LATERAL FILES 45* ANCLE IN SUPPORT� ■ REVISIONS: 77777■ r. ''FRAME THIS CORNER NO. DATE REMMM e, :i, j • PLASTIC LAMINATE NO. 2 A BINET SECTION 1 1/2', 1 -011 V, HARDWOOD TRIM N TE RP' ON COUNTERTOP, BACKSPLASH, PLASTIC LAMINATE NO. 3 PLASTIC LAMINATE, NO.� 3, OLA$fIC LA MINATE NO. 3 AND FACE OF FRAME rr. rr%' :QN ALL.,tEXPOSED SIDES I I I AKI AI I rvnt%crn nmre' 0 M 1L. STUD �'X jU PLYWOOD 0 D STABLE, SHELFWITH ADJUSTABLE SHELF,WITH A 6RADIUS'ROUND IN OPEN AREA FOR COUNTERTOP THIS CORNER OWNER FURNISHED RIO LATERAL FILES 45* ANCLE IN SUPPORT� REVISIONS: r. ''FRAME THIS CORNER NO. DATE REMMM e, 38-DT,35 • PLASTIC LAMINATE NO. 2 A BINET SECTION 1 1/2', 1 -011 HARDWOOD TRIM W/ N DWOO kR Q 3R I ON COUNTERTOP, BACKSPLASH, PLASTIC LAMINATE NO. 3 OLA$fIC LA MINATE NO. 3 AND FACE OF FRAME ON ALL EXPOSED SIDES� :QN ALL.,tEXPOSED SIDES MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY -FIBERBOARD WITH PLASTIC LAMINATE NO, 3 WITH PLASTIC LAMINATE N0.< 3 BRICK VENEER 0 W/ TIES 0 M 1L. STUD �'X jU PLYWOOD 0 D STABLE, SHELFWITH ADJUSTABLE SHELF,WITH A .:• , r , f. (:09:35 J: 2.97 1 81721A1 . � - .8.LESNAG �.: _.TIED , 07 5 ' 1 4 '_ ' Pl0 /2 /03 .3:26.3 J:\A J�MS9URI\2002.0721\02721Ai / • ; : '.` ii,L r, .. , .:• , r , f. (:09:35 J: 2.97 1 81721A1 . � - .8.LESNAG �.: _.TIED , 07 5 ' 1 4 '_ ' Pl0 /2 /03 .3:26.3 J:\A J�MS9URI\2002.0721\02721Ai / • ; : '.` �GENERAL NOTES: J ol ct 1. ALL: DOORS TO BE STAINED TO 'MATCH ARCHITECT'S SAMPLE UNLESS "'C', T. '�t �� �- - , , �; , r 'j- -AL IONS WITH TILE GRIP,\Q7—/ I A P#i PAINT if n SHERWIN WILLIAMS SW1015 SKYLINE STEEL "N V, FINISH: EGGSHELL NOTED OTHERWISE BR.R.C.DNA' P#2 PAINT (H.M. DOOR FRAMES) 3, �,ALL, GYPSUM BOARD:� CEILINGS, TO BE PA[NTEO'CEILING WHITE. OFF I 3815 ORLANDO DR. I- 4 JHEN WORK TOWARD �ALLS. SANFORD, FL BUILDING 'INTERIOR ELEVATIONS, 5. JANITOR AND MECHANICAL ROOM �DRY WALL TO BE COMPLETELY CT#4 TEL LER'S ' FINISHED, PAINTED (FLOOR TO DECK) AND WITH BASE. 0 0 AMERICAN OLEAN INTERPLAN LLC RESER\AES 05 POLAR WHITE (4"X4") GL CLASS STOREFRONT DOOR LEGEND RESTRICTING THESE DOCUMENTS VLT VAULT DOOR BY OWNER WALL PAINT COLOR AND/OR FINISH NOTE, REFER Td'b OAT'fINIs H MIS FOR,'FL PURPOSE FOR MICH THEY MRE PL#1 PLASTIC LAMINATE MILLWORK/MISCELLANEOUS ITEM FINISH PREPARED. REPRODUCTIONS,, NEVAMAR CORDIAL GRAY S -6-24T TEXTURED 0 000 R PAI NT COLOR AND FINISH 'PLASTIC FOR CARPET,.AT VAULT �,THR,5HOLD PL#2 LAMINATE C CPT BASE AV674 SUEDE OLIVE ORGANIX J WORK JOHNSONITE #29 MQON ROCK PL#3 PLASTIC LAMINATE N NEVAMAR R OOM, 'VAULT LE ELEC/TIE MECH S -2-84T CERAM , IC BASE_ FOUNDRY TEXTURED AMERICAN OLEAN' 05 POLAR WHITE PL#4 PLASTIC LAMINATE (REVEAL FACE) FORMICA 8 -58 GRAPHITE 37 PLASTIC, LAMINATE BASE MATTE FINISH . . . REFER TO INTERIOR ELEVATIONS FOR LAMINATE SELECTION NOTE: �4 ALL BASE WAINSCOT GROUT TOBE 4 -4 - �#@@ WHITE MAPEI. -c-P T jAN `CT T2 -N T K.. T-1 + "o, FCONC. T� 070 .7 1�� 0 TILE TO EATEND W 9 I LJ ER T 4 UNDCR STORE FRONT 'CPT VCT#1 r �THTHOI_q j T#3 CPT:�' N/D WORK NOTE. CONT�kTOR TO VERIFY ROOM QUANTITY, LAYOUT, AND 12 ;PATTERN OF:LOBBY TILE 'STOR (CT#1&2) WITH ARCHITECT L j F -I VF I PRIORJO ORDERING AND F R6 4 V 8KC V `MA ROOM AREA SO, -THAT WORK' VESTIBULE ... . ................ RBLE, THRESHO' LD C T WHEN DOOR 15 CLOSED �,NO CARPET IS VIS113LE OFF,ICE r 102 ROOM T103 o -0 fo—Do , a5 101. FROM LOBBY SIDE j r riv I L: GENERAL� NOTES" REFER TO DETAILS'FORiFLQAI 1 VCT I &, 2 �IN WORK ROOM, Ill To BEARRANCED. IN 'A CHECKER. FINISH FOR CARPET AND VCT BOARD PATTERN. v, .2. ALL FLOOR TILE GROUT TO BE SEALED LEGEND o' 'in CPT FLOOR FINISH NOTE6 CARPET OFF"I'GE -CONTRACTOR TO'START 'o ''TILE F CARPET INSTALLATION VINYL COMPOSITION 'o CERAM�CJILE Wkf� CERAMIC T ILE 1,2"XI2* AT TILE EDQE�SO THAT C FIELD) CT#2. (ACCENT) . CERAMIC -TILE 2"X27 �GENERAL NOTES: Imw mew m m a ol ct 1. ALL: DOORS TO BE STAINED TO 'MATCH ARCHITECT'S SAMPLE UNLESS 'j- -AL IONS WITH TILE GRIP,\Q7—/ I A P#i PAINT SHERWIN WILLIAMS SW1015 SKYLINE STEEL '­2.�` AL, DOOR FRAMES AND WINDOW S11LLS TO BE PAINTED P#2 UNLESS FINISH: EGGSHELL NOTED OTHERWISE BR.R.C.DNA' P#2 PAINT (H.M. DOOR FRAMES) 3, �,ALL, GYPSUM BOARD:� CEILINGS, TO BE PA[NTEO'CEILING WHITE. OFF I 3815 ORLANDO DR. I- FINISH: SEMI -GLOSS ENAMEL JHEN WORK TOWARD �ALLS. SANFORD, FL BUILDING 'INTERIOR ELEVATIONS, 5. JANITOR AND MECHANICAL ROOM �DRY WALL TO BE COMPLETELY CT#4 TEL LER'S ' FINISHED, PAINTED (FLOOR TO DECK) AND WITH BASE. 0 0 AMERICAN OLEAN INTERPLAN LLC RESER\AES 05 POLAR WHITE (4"X4") GL CLASS STOREFRONT DOOR LEGEND RESTRICTING THESE DOCUMENTS VLT VAULT DOOR BY OWNER WALL PAINT COLOR AND/OR FINISH PURPOSE FOR MICH THEY MRE PL#1 PLASTIC LAMINATE MILLWORK/MISCELLANEOUS ITEM FINISH PREPARED. REPRODUCTIONS,, NEVAMAR CORDIAL GRAY S -6-24T TEXTURED 0 000 R PAI NT COLOR AND FINISH 'PLASTIC PROHIBITED. PL#2 LAMINATE C CPT BASE AV674 SUEDE OLIVE ORGANIX J JOHNSONITE #29 MQON ROCK PL#3 PLASTIC LAMINATE NEVAMAR S -2-84T CERAM , IC BASE_ FOUNDRY TEXTURED AMERICAN OLEAN' 05 POLAR WHITE PL#4 PLASTIC LAMINATE (REVEAL FACE) FORMICA 8 -58 GRAPHITE 37 PLASTIC, LAMINATE BASE MATTE FINISH . . . REFER TO INTERIOR ELEVATIONS FOR LAMINATE SELECTION NOTE: ALL BASE WAINSCOT GROUT TOBE 4 -4 - �#@@ WHITE MAPEI. -c-P T T 070 1�� 0 TILE TO EATEND 9 T 4 UNDCR STORE FRONT -SIM, -8 VCT#1 �THTHOI_q CPT:�' NOTE. CONT�kTOR TO VERIFY QUANTITY, LAYOUT, AND ;PATTERN OF:LOBBY TILE (CT#1&2) WITH ARCHITECT j PRIORJO ORDERING AND EXTEND TILE, INTO INSTALLING MATERIAL ROOM AREA SO, -THAT WORK' VESTIBULE ... . ................ CONF. WHEN DOOR 15 CLOSED �,NO CARPET IS VIS113LE OFF,ICE r 102 ROOM T103 a5 101. FROM LOBBY SIDE r GENERAL� NOTES" 1 VCT I &, 2 �IN WORK ROOM, Ill To BEARRANCED. IN 'A CHECKER. BOARD PATTERN. v, .2. ALL FLOOR TILE GROUT TO BE SEALED LEGEND FLOOR FINISH CARPET ''TILE VINYL COMPOSITION CERAM�CJILE Wkf� CERAMIC T ILE 1,2"XI2* C FIELD) CT#2. (ACCENT) . CERAMIC -TILE 2"X27 CONCRETE:; PAINTED EPDXY_�, COLOR TQ'BE "BATTLESFIP -CRAY CPT CARPET A i i MOHAWK S '1916 - GLIDER VCT#I, VINYL COMPOSITION TILE MANNINGTON COMMERCIAL ESSENTIALS �C, VC1 VINYL, COMPOSITION TILE MANNINGTON COMMERCIAL', ESSENTIALS RAM CT#I CE IC TILE (FIELD) 'E C RAM IC TILE AMERICAN: OLEAN, AMER)CAN OLEAN W73 PEPPER GRANITE lA52'BUFF GRANITE 12"X12" UNPOLISHED 2#1 2 X �CT#2 CERAMIC TiLE,(ACCENT) AMERICAN OLEAN W75 LAVA CRAY , - : " � _11, NOTE:— , 12"XI2" UNPOLISHED:, : " . - , I I TO BE ALL - FLOOR 'GROUT MAPEI ... 'PEARL CRAY CONC �PAINT WITWEPDXY "BATTLESHIP GRAY" I F LOOR FIMSHPLAN i A b:, V�' �GENERAL NOTES: Imw mew m m a 1. ALL: DOORS TO BE STAINED TO 'MATCH ARCHITECT'S SAMPLE UNLESS NOTED OTHERWISE. P#i PAINT SHERWIN WILLIAMS SW1015 SKYLINE STEEL '­2.�` AL, DOOR FRAMES AND WINDOW S11LLS TO BE PAINTED P#2 UNLESS FINISH: EGGSHELL NOTED OTHERWISE BR.R.C.DNA' P#2 PAINT (H.M. DOOR FRAMES) 3, �,ALL, GYPSUM BOARD:� CEILINGS, TO BE PA[NTEO'CEILING WHITE. SHERWIN WILLIAMS SWI015 SKYLINE STEEL 3815 ORLANDO DR. I- FINISH: SEMI -GLOSS ENAMEL FOR SURFACES: WIT H, MORE THAN ONE FINISH REFER TO SANFORD, FL BUILDING 'INTERIOR ELEVATIONS, 5. JANITOR AND MECHANICAL ROOM �DRY WALL TO BE COMPLETELY CT#4 CERAMIC TILE WAINSCOT ' FINISHED, PAINTED (FLOOR TO DECK) AND WITH BASE. AMERICAN OLEAN INTERPLAN LLC RESER\AES 05 POLAR WHITE (4"X4") GL CLASS STOREFRONT DOOR LEGEND RESTRICTING THESE DOCUMENTS VLT VAULT DOOR BY OWNER WALL PAINT COLOR AND/OR FINISH PURPOSE FOR MICH THEY MRE PL#1 PLASTIC LAMINATE MILLWORK/MISCELLANEOUS ITEM FINISH PREPARED. REPRODUCTIONS,, NEVAMAR CORDIAL GRAY S -6-24T TEXTURED 0 000 R PAI NT COLOR AND FINISH 'PLASTIC PROHIBITED. PL#2 LAMINATE PIONITE BASE AV674 SUEDE OLIVE ORGANIX NO'LINE RESILIENT BASE JOHNSONITE #29 MQON ROCK PL#3 PLASTIC LAMINATE NEVAMAR S -2-84T CERAM , IC BASE_ FOUNDRY TEXTURED AMERICAN OLEAN' 05 POLAR WHITE PL#4 PLASTIC LAMINATE (REVEAL FACE) FORMICA 8 -58 GRAPHITE 37 PLASTIC, LAMINATE BASE MATTE FINISH . . . REFER TO INTERIOR ELEVATIONS FOR LAMINATE SELECTION NOTE: ALL BASE WAINSCOT GROUT TOBE - �#@@ WHITE MAPEI. Imw mew m m a AMSOUTH..� j RA. N K BR.R.C.DNA' 3815 ORLANDO DR. I- SANFORD, FL COPYRIGHT @ 2003 INTERPLAN LLC RESER\AES A, COPYRIGHT & OTHER RIGHt i:' RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR MICH THEY MRE PREPARED. REPRODUCTIONS,, CHANGES OR ASSIGNMLNT,5 ARE PROHIBITED. I PR VIDE AT U� L EAC DR OPEN G . .UR. TYPE 1 WIDTH 'DO R Q SIZE . „ HEIGHTTH KNS OG G DOR CONSTRUCTION : FRAMEE CONSTRUCTION .TH � AN ATM LANE.VERIFY.,:WITH OWNER HDW SET NO. r M -r, 1 A PR 3'-@° 8'-10"[1:::3 1' 3 4" ,, 1/4 " TEMP ALUM MDF 0701 '111 4 Cn 7 0 I IED: 83 3.5 J J 002. 721 02 21A14 • .�/� a .DWC - 1 M1 , I , 2 p 1 „ 3`--0 7'— 7@ E� VET RU TELLER, UNIT BEYOND V ERIFY WITHEQUIPME TVNDQR , , . 1 4 TEMP , ( O.D r CONCRETE- , 3 B - 7� 0 1 3/4" S .c.w. l T' FTP POST,. N �O A.E E OS A. D R D •,` !� , , �-T 3 KYR REQUIRED E QU E E 4 R 3— 0, 74 I , I , V S. I H I LA� D H.M. 4 t 5 B 3_ 0'7'—@" PA AF , , I INT ETY YELLOW a 1 3 4 S.C.W. H.M.HM5 , T KEY REQUIRED,KEYED Q I „ 3'— 4 '- A -,.. .. � , -,-:1 +: , •: �,.. is .,. AL'DIM I �S VERIFY E S 0 RI KEY REQUIRED it _ g _:. p 7 -0 ! 1 3 4 N T S W _ . A D CO QI IQ .. , DRV , T R T L UNIT N I E H, U, El ER A Q .. I 8.'T NO USED EQUIPMENT VENDOR, m I I i BOLLARDS BEYOND. ' 9 C 3 -0 7'40 , HM , H.M. 9 uj I , t — Y RS VAULT DOOR B OTHERS E ao 11 B 31-0. 7 =0" 1 3/4" S.C.W. H.M, 11 12 C. S-0* 7'4" 1 3 4 H.M. H.M.12 13 �. ,: cy- wo�• q 7 —0 1 3 4 n 0. AR POST R BANK c., + CONIBCAN T TAPER , . .}.-- z - 2'-0" EQUIPMENT REQUIREMENTS_ 1 3 4" S.C.W. H.M. AL EXIT, ND OFISLAND:SEE , 14 � ,.., . VERIFY WITH EQUIPMENT VENDOR 7'-0' 1 3/4" :, SHEET:Al FOR H.M. 15 , P T.T BE TED S F TY OS O B IN E , NT 0USED . N N YELLOW 17 4� — 3' 0" 7 —0 1 3 4 — LLJ 1 4 TMP E LU . ALUM. 17 180 B 3'-0" 7— 1 3 4 S.C.W. H.M. 18 19 D 3 —0 7'-0' 1 3/4" S.C.W. 1/4 TEMP ALUM. 1 17 ,.. D CONCRETE ISLAND T BE 7'4' 11 3/4" 1 S.C.W. ,. NO E: , , 1 17 AN V N`AREA FLAT D LEVEL I LLJ m ,, f< .. , PROVIQE- T -;EACH DRIVE THRU TELLER.' . QF UNIT „ . „.. AN Q ATM.LANE.WHERE ,NO COLUMN - r EXISTS,',, X:: SEE FLOOR> PLAN Al ' :FOR: 0 ATI VERIFY , r 1 I A n11 n=/CII _. .,,:11 , 1 �i� / ne�1 1 A mmn -n i d,- - - DOOR '& FRAWSCHEDULE OPEN G . .UR. TYPE 1 WIDTH 'DO R Q SIZE . „ HEIGHTTH KNS OG G DOR CONSTRUCTION : FRAMEE CONSTRUCTION LABELL HDW SET NO. M DOOR SCOPE 1 A PR 3'-@° 8'-10"[1:::3 1' 3 4" ALUM ' 1/4 " TEMP ALUM MDF 0701 '111 4 Cn 7 0 I IED: 83 3.5 J J 002. 721 02 21A14 • .�/� a .DWC - 1 M1 2 p 1 „ 3`--0 7'— 7@ 4 S.C.W. 1 4 TEMP ALUM, 2 3 B 3-0 7� 0 1 3/4" S .c.w. _H.M 3 KYR REQUIRED E QU E E 4 S 3— 0, 74 1 3/4" S.GW.. H.M. 4 KEY REQUIRED ED 5 B 3_ 0'7'—@" 1 3 4 S.C.W. H.M.HM5 KEY REQUIRED,KEYED SEPARATELY 6 B 3'— 4 Z -0 1 3/4" S.C.W. H.M. 6 KEY REQUIRED KEYED SEPARATELY 7 g — 3@ p 7 -0 ! 1 3 4 S.C.W.. H.M. 8.'T NO USED ' 9 C 3 -0 7'40 1 ,3 4 HM H.M. 9 — — Y RS VAULT DOOR B OTHERS E 11 B 31-0. 7 =0" 1 3/4" S.C.W. H.M, 11 12 C. S-0* 7'4" 1 3 4 H.M. H.M.12 13 B 3 -0 , q 7 —0 1 3 4 n S.G.W. 14 B 2'-0" 7-0 1 3 4" S.C.W. H.M. 14 FOR FLOOR PLAN OPTION 3A-1 ,-USE 3— 0 WIDE 15 B 3'-0" 7'-0' 1 3/4" S.C.W. H.M. 15 16 NT 0USED 17 D — 3' 0" 7 —0 1 3 4 — S.C.W. 1 4 TMP E LU . ALUM. 17 180 B 3'-0" 7— 1 3 4 S.C.W. H.M. 18 19 D 3 —0 7'-0' 1 3/4" S.C.W. 1/4 TEMP ALUM. 1 17 20 D 3'-0" 7'4' 11 3/4" 1 S.C.W. .1 4 " TEMPI ALUM. 1 17 IR 77 e 7-77 MDF 0701 '111 4 Cn 7 0 I IED: 83 3.5 J J 002. 721 02 21A14 • .�/� a .DWC - 4'.'-e• I 1. 5 M li NAC M1 PLO ED: I B 0J 5:29:22 'J:\A-J\AMSOUiH\1002.0 2 21A 4.OWG \02 :I/4'-1'wi' SNAG LE '.4 1 _ F] 4 VAULT I 6 109 A15 A15 ,_ __.._,_____________ LEC/TELE 197. BREAKROOM N g 8 f A15 A15 -J N SIM. m REFRIG COUPON COUNTER STEEL COLUMN \ \ EF, STRUCTURAL A15 LOBBY t 00 NOTE: FOR VAULT CEILING DETAIL REFER TO DETAIL 2/A15 ARMORY VAULT DOOR PER DIEBOLT (D ENLARGED VAULT PLAN, 11411 _ 1 1-011 I IAnnfr nl AAII/ /nrurAlT 38-DT55 VAULT WALL SECTION 311 BREAK ROOM WALL I EXTERIOR SIDE I BRICK VENNER W/ MASONRY WALL TIES 5/8" EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING WRAP ON EXTERIOR FACE OF SHEATHING 6" STRUCTURAL METAL STUDS AT 12" O.C. SOUND ATTENUATION 3 5/8" METAL AT 16" O.C. 5/8" TYPE "X" GYPSUM BOARD 1 LAYER AMICO SECURITY MESH ELECTRICAL/TE ROOM SIDE 0 38-DT58 O VAULT WALL SECTION ELECTRICAL/TELECOM WALL q', COLUMN SOUND ATTENUATION BLANKET INSULATION 1 LAYER AMICO HEAVY DUTY SECURITY MESH W/ SECURA CLIPS 5/8" TYPE "X" GYPSUM BOARD 3 5/8" METAL STUDS AT 12" O.C. CULT INTERIOR 311 = 1 1-011 AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ; ORLANDO, FLORIDA 32810 PH 407.646.6008 FX 407,629.9124 SEAL: CONSULTANT: REVISIONS: NO. DATE REMARKS y — ., r ; BLANKET INSULATION VAULT DOOR FRAME L_�) u U L-1) VERIFY W/ EQUIP. VENDOR ■ 5/8" TYPE ..X.. ' ( I ■ 1 LAYER AMICO HEAVY DUTY SECURITY y .• y : .:. GYPSUM BOARD MESH (ASM) .75-9F W/ SECURA CLIPSANSOUM ---- -- ---- -- -- \L�L 5/8" TYPE "X" GYPSUM BOARD 1 LAYER AMICO HEAVY DUTY \ { :.:-- �- 00 •., SECURITY MESH W/ SEGURA CLIPS \ d LLA SOUND ATTENUATION `� :• :�. BLANKET INSULATION :, .• 3 5/8" STRUCTURAL METAL • STUDS AT 12 O.C. 1 LAYER AMIGO HEAVY DUTY LOBBY SIDE" SECURITY MESH W/ SECURA CLIPS ACOUSTICAL LAY -IN 5/8" TYPE "X° OF VAULT SUSPENDED CEILING SYSTEM GYPSUM BOARD 5/8" TYPE "X" VAULT INTERIOR VAULT INTERIOR GYPSUM BOARD 38-DT56 5 VAULT WALL SECTION 311= 1 1.011 4, 2 VAULT CEILING DETAIL 311=11-011 COLUMN 3s—DT53 EXTERIOR WALL 4'-0" R.Q. AMSOUTH ■ ■ VERIFY W/ VAULT DOOR MFG. I i BANK .VAULT INTERIOR - - BR.FL.C.DN.4 5/8" TYPE .,X., 3815 ORLANDO DR, GYPSUM BOARD 1 1 LAYER AMICO HEAVY DUTY �. SECURITY MESH W/ SEGURA CLIPS SANFORD, FL VAULT DOOR FRAME COPYRIGHT © 2003 6" STRUCTURAL METAL VERIFY W/ EQUIP. VENDOR INTERPLAN LLC RESERVES STUDS AT 12" O.C. COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS ,y TO THE ORIGINAL SITE OR SOUND ATTENUATION PURPOSE FOR WHICH THEY WERE BLANKET INSULATION PREPARED. REPRODUCTIONS,' CHANGES OR ASSIGNMENTS ARE 'I PROHIBITED.7,77 + i STEEL COLUMN 1 LAYER AMIGO HEAVY DUTY RE: STRUCTUAL — — SECURITY MESH W/ SEGURA CLIPS 5/8" TYPE "X" 38-DT59 LOBBY SIDE cYpsuM BOARD SEALANT 1 0 F VAULT PROVIDE METAL J -MOLD AT GYP. BOARD EDGE. FINISH AND PAINT PROJECT NO: 2002,Q721 ,4 DATE: s? ' 38-DT54 VAULT WALL SECTION 311= 1.011 b NOT :-.USED 311= 1'-011 8 PLAN DETAIL AT VAULT DOOR JAMB 311= 1.011 A15 " M1 LOBBY WALL / , "} CHECKED �p! Y� ■ ■ ■ 11111111war M ■ ":' r - " MODIFIED: 07/22/03 12:52:04 J:\A-J SOUTH\2002.0721\02721A15.DWG 1/4'=1'-0" ULIGM PLOTTED: 072203 13:16:38 J: -J AMSOUTH 2002.0721 02"721A15.DWG 1 4"=1'-0' ULIDRA 'J .i , e VAULT INTERIOR BREAK ROOM (; SIDE OF VAULT 5/8" TYPE "X" "X" GYPSUM BOARD --' 5/81' TYPE I I GYPSUM BOARD 1 LAYER At�1IC0 HEAVY DUTY SECURITY."..MASH W/ SECURA ' CLIPS I ( 1 LAYER AMICO HEAVY DUTY SECURITY MESH W/ SECURA CLIPS SOUND.ATTENUATION BLANKET INSULATION 3 5/8" STRUCTURAL METAL STUDS AT 12" O.C. I: UPPER & LOWER MILLWORK CABINETS 38-DT55 VAULT WALL SECTION 311 BREAK ROOM WALL I EXTERIOR SIDE I BRICK VENNER W/ MASONRY WALL TIES 5/8" EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING WRAP ON EXTERIOR FACE OF SHEATHING 6" STRUCTURAL METAL STUDS AT 12" O.C. SOUND ATTENUATION 3 5/8" METAL AT 16" O.C. 5/8" TYPE "X" GYPSUM BOARD 1 LAYER AMICO SECURITY MESH ELECTRICAL/TE ROOM SIDE 0 38-DT58 O VAULT WALL SECTION ELECTRICAL/TELECOM WALL q', COLUMN SOUND ATTENUATION BLANKET INSULATION 1 LAYER AMICO HEAVY DUTY SECURITY MESH W/ SECURA CLIPS 5/8" TYPE "X" GYPSUM BOARD 3 5/8" METAL STUDS AT 12" O.C. CULT INTERIOR 311 = 1 1-011 AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ; ORLANDO, FLORIDA 32810 PH 407.646.6008 FX 407,629.9124 SEAL: CONSULTANT: REVISIONS: NO. DATE REMARKS y — ., r ; BLANKET INSULATION VAULT DOOR FRAME L_�) u U L-1) VERIFY W/ EQUIP. VENDOR ■ 5/8" TYPE ..X.. ' ( I ■ 1 LAYER AMICO HEAVY DUTY SECURITY y .• y : .:. GYPSUM BOARD MESH (ASM) .75-9F W/ SECURA CLIPSANSOUM ---- -- ---- -- -- \L�L 5/8" TYPE "X" GYPSUM BOARD 1 LAYER AMICO HEAVY DUTY \ { :.:-- �- 00 •., SECURITY MESH W/ SEGURA CLIPS \ d LLA SOUND ATTENUATION `� :• :�. BLANKET INSULATION :, .• 3 5/8" STRUCTURAL METAL • STUDS AT 12 O.C. 1 LAYER AMIGO HEAVY DUTY LOBBY SIDE" SECURITY MESH W/ SECURA CLIPS ACOUSTICAL LAY -IN 5/8" TYPE "X° OF VAULT SUSPENDED CEILING SYSTEM GYPSUM BOARD 5/8" TYPE "X" VAULT INTERIOR VAULT INTERIOR GYPSUM BOARD 38-DT56 5 VAULT WALL SECTION 311= 1 1.011 4, 2 VAULT CEILING DETAIL 311=11-011 COLUMN 3s—DT53 EXTERIOR WALL 4'-0" R.Q. AMSOUTH ■ ■ VERIFY W/ VAULT DOOR MFG. I i BANK .VAULT INTERIOR - - BR.FL.C.DN.4 5/8" TYPE .,X., 3815 ORLANDO DR, GYPSUM BOARD 1 1 LAYER AMICO HEAVY DUTY �. SECURITY MESH W/ SEGURA CLIPS SANFORD, FL VAULT DOOR FRAME COPYRIGHT © 2003 6" STRUCTURAL METAL VERIFY W/ EQUIP. VENDOR INTERPLAN LLC RESERVES STUDS AT 12" O.C. COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS ,y TO THE ORIGINAL SITE OR SOUND ATTENUATION PURPOSE FOR WHICH THEY WERE BLANKET INSULATION PREPARED. REPRODUCTIONS,' CHANGES OR ASSIGNMENTS ARE 'I PROHIBITED.7,77 + i STEEL COLUMN 1 LAYER AMIGO HEAVY DUTY RE: STRUCTUAL — — SECURITY MESH W/ SEGURA CLIPS 5/8" TYPE "X" 38-DT59 LOBBY SIDE cYpsuM BOARD SEALANT 1 0 F VAULT PROVIDE METAL J -MOLD AT GYP. BOARD EDGE. FINISH AND PAINT PROJECT NO: 2002,Q721 ,4 DATE: s? ' 38-DT54 VAULT WALL SECTION 311= 1.011 b NOT :-.USED 311= 1'-011 8 PLAN DETAIL AT VAULT DOOR JAMB 311= 1.011 A15 " M1 LOBBY WALL / , "} CHECKED �p! Y� ■ ■ ■ 11111111war M ■ ":' r - " MODIFIED: 07/22/03 12:52:04 J:\A-J SOUTH\2002.0721\02721A15.DWG 1/4'=1'-0" ULIGM PLOTTED: 072203 13:16:38 J: -J AMSOUTH 2002.0721 02"721A15.DWG 1 4"=1'-0' ULIDRA 'J .i I 3.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 5,1 WOOD FRAMING MEMBERS: #2 SOUTHERN PINE WITH AN ALLOWABLE BENDING STRESS 6.6 PROVIDE WALL QRACING, CONNECTION DETAILS AND WINDOW HEADERS AS RECOMMENDED BY THE STUD MANUFACTURER FOR LOAD BEARING STUDS. a 1,1 DESIGN CRITERIA A. CODES AND SPECIFICATIONS: 1. GENERAL BUILDING CODE: FLORIDA BUILDING CODE, 2001 EDITION. 2, CONCRETE: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318- 95). 3. STRUCTURAL STEEL: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, JUNE 1, 1989, .AMERICAN INSTITUTE_ OF STEEL CONSTRUCTION. 4; TIMBER: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, NATIONAL FOREST PRODUCTS ASSOCIATION (1997), 5. STRUCTURAL METAL STUDS: SPECIFICATION FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, 1996, B. DESIGN LOADS (PSF): 1, DEAD LOADS: ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF LOAD -CARRYING CAPACITY OF THE STRUCTURE, 2: LIVE LOADS: ROOF (MORE THAN 4 TO 12 SLOPED) ---------------------- 16.0 ROOF (LESS THAN 4 TO 12 SLOPED) -----------------------20,0 C. LATERAL LOADS: 1. WIND LOADS: FBC 2001 - 1606.1.7 1, BASIC WIND SPEED 120 MPH 2. WIND IMPORTANCE FACTOR 1.0 THE GREATER BUILDING CATEGORY II 3. WIND EXPOSURE B 4. INTERNAL PRESSURE COEFFICIENT ±0.55 5. COMPONENTS & CLADDING DESIGN WIND PRESSURE.* 21.83 PSF * g VALUE SHOWN IS PRIOR TO BEING MULTIPLIED BY GCp VALUE. GCp VARIES BASED ON EFFECTIVE WIND AREA. 1.2 ALL DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS, UNLESS NOTED. 1.3 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO FABRICATION/CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION/CONSTRUCTION. a 2. FOUNDATION 2.1 A GEOTECHNICAL REPORT HAS BEEN PROVIDED BY: GILES ENGINEERING ASSOCIATES, INC. ON MAY 8, 2003 PROJECT NO. 8G-0304002 TO MEET THE FOLLOWING REQUIREMENTS: 2.2 MAXIMUM BEARING PRESSURES (PSF): COLUMN FOOTINGS ----------------------------------800 CONTINUOUS WALL FOOTINGS ---------------------------800 2.3 COMPACTED ENGINEERED FILL WITHIN THE BUILDING AREA (AND EXTENDING 10'-0" OUTSIDE THE EXTERIOR 'BUILDING LINE) SHALL MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 2.4 MINIMUM FOOTING WIDTH: COLUMN FOOTINGS -------------------------------24 INCHES CONTINUOUS WALL FOOTINGS--__-- -------------14 INCHES 2.5 MINIMUM FTG, EMBEDMENT TO BE 12 INCHES BELOW FINISHED GRADE. a 3000 PSI -------NORMAL WT, -•---=----UNLESS NOTED 3.2 REINFORCING BARS: ASTM A615 GRADE 60, 3.3 WELDED WIRE FABRIC (WWF): ASTM A185. MINIMUM LAP AND EMBEDMENT TO BE THE GREATER OF ONE CROSS WIRE SPACING PLUS 2 INCHES OR 6 INCHES. 3.4 REINFORCING STEEL SHOWN IN SECTIONS OF FOOTINGS AND WALLS ARE A SCHEMATIC INDICATION THAT REINFORCING EXISTS, SEE SECTION NOTES AND GENERAL NOTES FOR ACTUAL REINFORCING REQUIRED. 3.5 REINFORCING BAR PLACING ACCESSORIES `IN •ACCQRDANCE WITH ACI" MANUAL OF STANDARD PRACTICE. 'WHERE:';CONCRETE AS, EXPQSEQ IN FINISHED BUILDING,' , PROVIDE ACCESSORIES WITH RUSTPROOF . LEGS, 3.6 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. REINFORCEMENT SHALL NOT BE WELDED UNLESS NOTED OR APPROVED BY THE ENGINEER..: 3.7 ALL REINFORCING MARKED CONTINUOUS SHALL BE SPLICED WITH CLASS "B TENSION LAP SPLICE, UNLESS NOTED, 3.8 CONCRETE COVERAGE OF REINFORCEMENT: SEE DRAWINGS FOOTINGS ------------------(3" MIN, IF NOT SHOWN ON'DRAWINGS) 3.9 SLAB ON GRADE: SEE PLAN FOR THICKNESS & REINFORCEMENT CENTERED IN SLAB, UNLESS NOTED. PROVIDE SUB -GRADE PREPARATION PER REQUIREMENTS OF THE GEOTECHNICAL REPORT. 3,10 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3.11 EXPANSION BOLTS INTO CONCRETE SHALL BE WEDGE ANCHORS EQUAL TO "WEJ-IT CONCRETE ANCHORS", PHILLIPS "RED HEAD" TYPE WS, HILTI OR MOLLY "PARABOLT" 4. STRUCTURAL STEEL 4.1 STRUCTURAL STEEL: ASTM A36. 4.2 STEEL TUBING: ASTM A500, GRADE B. 4.3 WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELD 3/16". U.N.O. (PAINT ALL WELDS) 4,4 ANCHOR BOLTS: ASTM A307, HEADED TYPE UNLESS OTHERWISE INDICATED. 4.5 BOLTED CONNECTIONS: BEARING TYPE A325 -N IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS BOLTS THROUGH 4" WIDE BEAM FLANGES SHALL BE 5/8"DIAMETER. OTHER BOLTS SHALL BE 3/4" DIAMETER. 4.6 BOLTS SHOWN IN SECTIONS AND DETAILS ARE A SCHEMATIC INDICATION THAT BOLTS MAY BE USED. ACTUAL NUMBER, UNLESS SPECIFIED, TO BE IN ACCORDANCE WITH AISC. 4.7 ALL BEAM CONNECTIONS SHALL BE AISC TYPE 2 "SIMPLE FRAMING" CONNECTIONS, UNLESS NOTED. WHERE BEAM REACTIONS ARE NOT SHOWN ON THE DRAWINGS THE CONNECTIONS SHALL BE DESIGNED TO SUPPORT A REACTION EQUAL TO ONE HALF THE TOTAL UNIFORM LOAD CAPACITY FROM THE TABLE OF UNIFORM LOAD CONSTANTS, AISC MANUAL, PART 2, MULTIPLIED BY A FACTOR OF 1.2 FOR GIVEN SHAPE, SPAN AND GRADE OF STEEL. 4.8 ADD TO THE REACTION LISTED ABOVE, ANY LOADS OR REACTIONS OF MEMBERS SUPPORTED BY THE BEAM WITHIN THREE FEET OF BEAM END AND THE VERTICAL COMPONENTS OF FORCES IN BRACE MEMBERS FRAMING IN TO THE BEAM. 4.9 WHERE CONNECTIONS ARE SUBJECT TO ECCENTRICITY, SUCH ECCENTRICITY SHALL BE TAKEN INTO ACCOUNT WHEN DESIGNING AND DETAILING THE CONNECTION. 4.10 FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 4.11 WHERE STEEL BEAMS ARE 'CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES EACH SIDE OF BEAM WEB, OF THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED IN ALIGNMENT WITH COLUMN WEB OR FLANGES OR CENTER LINE OF TUBES AND PIPE COLUMNS. 4.12 THE STEEL FRAME IS "NON -SELF-SUPPORTING." ADEQUATE TEMPORARY SUPPORT MUST BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. (Fb) = 1050 PSI AND A MODULUS OF ELASTICITY (E) = 1,600,000 PSI. 5.2 ROOF SHEATHING: 5/8" OR 3/4" PLYWOOD APA STRUCTURAL I OR II RATED SHEATHING EXPOSURE 1, PANEL IDENTIFICATION INDEX 40/20. LONG DIM. OF PANEL PERPENDICULAR TO SUPPORTS, 5.3 ROOF SHEATHING NAILING, UNLESS NOTED: 10d NAILS AT 6 INCHES AT ALL FOUR PANEL EDGES AND 8 INCHES AT INTERMEDIATE SUPPORTS. 5.4 PLYWOOD SHEAR WALL: 5/8" PLYWOOD APA STRUCTURAL I RATED SHEATHING EXPOSURE 1, PANEL IDENTIFICATION INDEX 40/20. LONG DIM. OF PANEL PERPENDICULAR TO SUPPORTS. 5.5 PLYWOOD SHEAR WALL SCREW PATTERN: #10 SCREWS AT 4 INCHES AT ALL FOUR PANEL EDGES AND 12 INCHES IN THE FIELD OF THE PANEL. FOR EXTERIOR SHEATHING ELSEWHERE PROVIDE #10 SCREWS AT 12 INCHES AT SUPPORTS 5.6 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" OF THE TRUSS PLATE INSTITUTE. ERECTION PLANS, TRUSS AND CONNECTION' CALCULATIONS, DESIGNED BY THE CONTRACTOR, SHALL BE SUBMITTED FOR THE FILES OF THE STRUCTURAL ENGINEER. CALCULATIONS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE IN LOCATED.WHICH THE PROJECT IS 5.7 TRUSS MANUFACTURER SHALL DESIGN FOR THE FOLLOWING SUPERIMPOSED LOADS: ROOF TOP CHORD DEAD LOAD ---__..----------------------------20 PSF BOTTOM CHORD DEAD LOAD -----------------------------------10 PSF ROOF TOP CHORD LIVE LOAD ------------------------------20 PSF 5.8 DESIGN ROOF TRUSSES TO RESIST A WIND UPLIFT PRESSURE -APPLIED NORMAL TO THE ROOF PLANE OF 35 PSF WITHIN 5'-0"x5'-0" SQUARE ZONE AT CORNERS, 25 PSF ELSE- WHERE, SUPERIMPOSED DEAD LOAD IN UPLIFT COMPUTATIONS SHALL NOT EXCEED 10 PSF. ON TOP CHORD, NOR 5 PSF ON BOTTOM CHORD. 5.9 IN ADDITION TO THE ABOVE LOADS, WOOD TRUSSES SHALL BE DESIGNED FOR CONCENTRATED LOADS HUNG FROM OR SUPPORTED ON TRUSSES. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR LOADING INFORMATION AND LOCATION. LOADING AS REQUIRED BY OTHER SUBCONTRACTORS, SUCH AS FIRE PROTECTION, SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 5.10 INDICATE ALL WOOD TRUSS CONNECTIONS AND BRACING, TEMPORARY AND PERMANENT, ON THE SHOP DRAWINGS. CONNECTORS AND BRACING MEMBERS SHALL BE FURNISHED BY THE TRUSS MANUFACTURER AND INSTALLED BY THE CONTRACTOR. SHOP DRAWINGS THAT DO NOT INCLUDE THESE DETAILS WILL RESULT IN SHOP DRAWINGS BEING RETURNED UNCHECKED AS AN INCOMPLETE SUBMITTAL. 5.11 TEMPORARY BRACING SHALL NOT IMPOSE ANY FORCE ON THE SUPPORTING STRUCTURE. PERMANENT BRACING FORCES SHALL BE TRANSFERRED TO THE ROOF DIAPHRAGM BY THE BRACING DESIGN PROVIDED BY THE TRUSS MANUFACTURER. 5.12 ALL SAWN LUMBER IN CONTACT WITH STEEL, METAL STUDS, MASONRY OR CONCRETE SMALL BE CCA PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARD C2-92. CCA RETENTION = 0.25 LB/FT3. b. STRUCTURAL METAL STUDS 6,1 STRUCTURAL PROPERTIES OF STUDS SHALL BE COMPUTED IN ACCORDANCE WITH AISI "SPECIFICATION FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". ALL METAL STUDS IN BEARING WALLS TO HAVE A YIELD STRENGTH OF 50 KSI & ULTIMATE STRENGTH OF 65 KSI, 6.7 VERTICAL STUDS INTERRUPTED BY WALL OPENINGS SHALL BE LOCATED EQUALLY ON EACH SIDE OF THE OPENING. PROVIDE EVEN NUMBER OF FULL HEIGHT STUDS ON EACH SIDE OF OPENING. AT ALL GROUPED STUDS, SCREW STUD FLANGES TOGETHER EACH SIDE WITH #10 SCREWS AT 6 INCHES; STAGGER TO AVOID DRILLING INTO IN-PLACE SCREWS. 6.8 PROVIDE SHOP DRAWINGS SHOWING PLANS, ELEVATIONS AND CONNECTION DETAILS AT ALL LOAD BEARING STUD WALLS. METAL STUD FABRICATION AND ERECTION SHALL NOT BEGIN PRIOR TO REVIEW OF SHOP DRAWINGS BY THE ENGINEER. 6.9 COORDINATE LAYOUT OF METAL STUDS WITH LOCATION OF ELECTRICAL OUTLETS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LOCATIONS. 7. SUBMITTALS 7.1 SUBMIT ALL SHOP DRAWINGS ON ONE REPRODUCIBLE PRINT (SEPIA) AND TWO BLUE LINE PRINTS ONLY. THE REPRODUCIBLE PRINT WILL BE RETURNED. ALL BLUE LINE PRINTS REQUIRED BY THE CONTRACTOR ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD BE MADE AFTER THE REPRODUCIBLE PRINT IS RETURNED. IF ADDITIONAL BLUE LINES ARE SUBMITTED, THEY WILL BE RETURNED UNMARKED. 7.2 THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW: 1. CONCRETE MIX DESIGN 2. CONCRETE REINFORCING FOR FOOTINGS AND SLABS 3. STRUCTURAL STEEL (STEEL COLUMNS, BEAMS, AND MISCELLANEOUS ITEMS) 4. LOAD BEARING METAL STUDS 5. WOOD TRUSSES WITH SIGNED AND SEALED CALCULATIONS THESE ITEMS SHALL BE SUBMITTED FOR REVIEW IN TIME TO ALLOW IMPLEMENTATIONS OF ARCHITECT'S AND ENGINEER'S COMMENTS BEFORE FABRICATION. 6.2 EXTERIOR LOAD BEARING METAL STUDS SHALL BE EQUAL TO UNIMAST TYPE 1 5/8x6" 16GA, STUDS SPACED @ 12 AT PLYWOOD SHEARWALLS PROVIDE (3) ROWS OF LATERAL BRACING AT PANEL EDGES. ELSEWHERE PROVIDE (3) ROWS OF LATERAL BRACING PER MANUFACTURER'S RECOMMENDATIONS. STUD TRACKS • SHALL BE EQUAL TO 6" TYPE CR 16 GAUGE. TRACK SPLICE SHALL OVERLAP MIN. OF 6" WITH 4 FASTENERS PER SPLICE. SCREW WOOD NAILERS TO METAL TRACKS WITH (2) #10-16 SCREWS AT 8", SCREWS SHALL PENETRATE THROUGH WOOD NAILERS AND METAL TRACK. ATTACH STUDS TO METAL TRACKS WITH (2) #10-16 SCREWS AT EACH END. U.N.O. 6.3 AT PLYWOOD SHEAR WALL ENDS, PROVIDE BACK-TO-BACK METAL STUDS, SCREW STUD FLANGES AT EACH SIDE W/#10-16 SCREWS AT 6": ANCHOR TO FOUNDATION WITH SIMPSON S/HD8 HOLDOWN WITH 7/8" DIA. HILTI .HY150 EPDXY ANCHOR WITH EMBEDMENT OF 11 1/4" 6.4 ATTACH STUD TRACK TO FOUNDATION SLAB WITH HILTI X-DN10.145" DIA. X 1 1/2" EMBEDMENT POWDER DRIVEN FASTENERS AT 6" SPACING. 6.5 VERTICAL STUDS SHALL BE 100% END BEARING. 4BBREVIATIONS ABOVE .FINISH FLOOR - AFF BLOCKING - BLKG DETAIL - DET EXTENSION EXTERIOR - EXTN - EXT HEIGHT - HIGH STRENGTH - HT HS MATERIAL MAXIMUM ADDITIONAL - ADDN BOTTOM - BOT - BCX DEAD LOAD - DIAGONAL - DL DIAG EXTRA STRONG - XS HOOK - HK MECHANICAL ADJACENT - ADJ BOTTOM CHORD EXTENS. - BRK DIAMETER - DIA or 0 FABRICATOR - FABR HORIZONTAL - HORZ MEZZANINE AIR CONDITIONER - A/C BRICK - BRDG DIMENSIONS) - DIM(S) FACE TO FACE - F TO F INFORMATION - INFO MIDDLE AIR HANDLING UNIT - AH.0 BRIDGING - BLDG DOVETAIL -- DVTL FAR SIDE - FS INSIDE DIAMETER - ID MINIMUM ALTERNATE - ALT BUILDING CENTER - CTR .. DRAWING(S) - DWG(S) FASTENER - FAS INSIDE FACE - I.F. MISCELLANEOUS ANCHOR ANCHOR BOLT - ANC - AB CENTERLINE - CL DOUBLE - DBL FIELD VERIFY FINISED) - FV INTERIOR - INTERMEDIATE - INT INTM MOMENT MOMENT CONNECTION(S) AND � - & CENTER TO CENTER - C TO C DOUBLE EXTRA STRONG - XXS FLANGE - FLG JOINT - JT NEAR FACE ANGLE - L CHANNEL - C DOWEL(S) - DWL(S) FLOOR - FL JOIST(S) - JST(S) NEAR SIDE APPROVED., - APPRV CLEAR OR CLEARANCE - CLR DOWN - DN EA FLOOR DRAIN _ FD JOIST GIRDER - NOMINAL APPROXIMATE.. - APPROX COLUMN - COL EACH - EACH FACE - EF FOOT _ FT KIPS LBS) - K K NOT -IN CONTRACT ARCHITECTURAL - ARCH. COMPLETE JOINT PENETRAT, - CJP EW FOOTING _ FTG KIPS PER LINEAL FOOT - P PER KLF NOT SCALE AT (WHEN. INDICATING - a COMPRESSION - COMP EACH WAY T ELEC FOUNDATION - FDN KIPS PER SQUARE FOOT - KSF NUMBER SPACING ONLY) CONCRETE - CONC ELECTRICAL FRAMING - FRMG KIPS PER SQUARE INCH -- KSI ON CENTER BACK TO.:BACK - B TO B CONCRETE MASONRY UNIT - CMU ELEVATION -'EL GAGE OR GAUGE - GA LIGHTWEIGHT CONCRETE - LWT CONC OPENING(S) BALANCE - BAL CONNECTION(S) - CONN(S) ELEVATOR - ELEV GALVANIZED ,. GALV LIVE OAD - LL OPPOSITE BASEMENT - BSMT CONTINUOUS -CANT ENGINEER - ENGR GENERAL .� GEN . .I LONGITUDINAL - LONG. OUTSIDE FACE BASE PLATE' -- BSPL CONTRACTOR - CONTR EQUAL - EQ GOVERNMENT - `GOVT LEG F10RIZQNTAL LONG- LLH OUTSIDE BEAM -- °BM. CONSTRUCTION - CONST EQUIPMENT - EQUIP. GRADE - 'GR. LONG hEG VERTICAL . LL V .DIAMETER OUTSTANDING L EG BEARING ' -. BRG '" CONTROL JOINT - CJ EXISTING - EXIST. GRADE BEAM = GR EM MANUFACTURER) MFR PARALLEL H FLOOR - BELOW FINIS.. LO �' ;BFF : - QTyyN CORNER - COR PL EXPANSION -- EXPANSION ANCHOR - EXP EX P ANC GROUND HARD !ROCK '' GRD. �= RK ' MASONRY MAS PARTITIONS) BETWEEN, ,., GOVER PLATE - COV EXPANSION JOINT _ EJ :HC> ,,, I"MASONRY.:,OPENING MO PENETRATION BLOCK �" 6�-K DEGREE - DEG OR HEADED, ,STUDS . H :STUDS r - MATL - MAX - MECH - MEZZ - MID - MIN - MISC MC NF NS NOM NIC - NTS - N0, or # - OC OPNG(S) OPP 0. F. OD OSL PAR. PARTN(S) PEN PERMANENT - PERM PERPENDICULAR - PERP PLATE - PL PLUMBING - PLBG PNEUMATIC - PNEU POST -TENSION - PT POUNDS - LBS POUNDS PER LINEAL FOOT - PLF POUNDS PER SQUARE INCH - PSI POUNDS PER SQUARE FT - PSF POUNDS PER CUBIC YARD - PCY PRECAST CONCRETE - PC PREFABRICATED - PREFAB PRELIMINARY - PRELIM PRESSURE INJECTED FOOTING - PIF PROJECTION - PROJ RADIUS - RAD REFERENCE - REF REINFORCED CONC PIPE - RCP REINFORCING - REINF REQUIRED - REQD RISER_ - RIS ROOF _ RF ROOF DRAIN RD NOTE: IN CASE OF ANY CONFLICTING INFORMATION BETWEEN THESE SPECS/DRAWINGS & LOCAL CODE APPLICATIONS OR ANY OTHER CONTROLLING AUTHORITY, THE MOST STRINGENT CONDITION SHALL APPLY. NOTIFY ENGINEER OF RECORD OF DISCREPANCY IN WRITING FOR CONFIRMATION & APPROVAL. ROOF TOP UNIT - RTU ROOM - RM ROUND - RND SCHEDULE - SCHED SECTION - SECT SHEAR - V SHEET - SHT SIMILAR - SIM SPACE - SP SPECIFICATION(S) - SPEC(S) SPECIFIED - SPECD SQUARE - SQ STANDARD - STD STEEL - STL STIFFENER - STIFF. STRAIGHT - STR STIRRUPS - STIR. STRUCTURE OR STRUCT'L - STRUCT SUPPORT(S) - SUPT(S) SYMMETRICAL - SYM TEMPERATURE - TEMP TENSION - T THICK - THK TONGUE AND GROOVE - T&G TOP AND BOTTOM - T&B TOP CHORD EXTENSION - TCX TOP OF BEAM - TOB TOP OF FOOTING - TOF TOP OF JOIST - TOJ TOP OF PIER - T.O.P. TOP OF PILE CAP - TOPC TOP OF STEEL -TOS TOP OF WALL - TOW TREAD - TR TYPICAL - TYP UNLESS NOTED - U.N. VERTICAL - VERT WATERPROOFING - WPFG WATERSTOP - WS WELDED WIRE FABRIC - WWF WIND LOAD - WL WINDOW - WDW WITH - W/ WITHOUT - W/0 WOOD - WD WORK POINT - WP WEIGHT - WT I CHECKED: '`IIi4 MODIFIED: 07/21/03 10:10:49 J\A-J\AMSOUTii\2002.0721\02721S1.DWG SIEHAN DIAncm a7/99/at aA•,9•TA l.\ d_.A AUcra iTLA\ )aa,) 0"791\0979 t c nwr f•t I_af c rwAti - - ^T.. INTERPLAN . " f ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT NMAGEMIENT • t•a AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR <F, ORLANDO, FLORIDA 32810 PH 407.646.5006 FX 407.629.9124 SEAL: j 5 7i I CHECKED: '`IIi4 MODIFIED: 07/21/03 10:10:49 J\A-J\AMSOUTii\2002.0721\02721S1.DWG SIEHAN DIAncm a7/99/at aA•,9•TA l.\ d_.A AUcra iTLA\ )aa,) 0"791\0979 t c nwr f•t I_af c rwAti - - FACE OF EXT: LL:a ' STUDS, TYP. NOTE: SHADED WALL INDICATES LOCATION OF PLYWOOD SHEARWALL- SEE TYP. DETAILS 1Q/ S6 ■ NOTE: FOR TOWER FOUNDATION SEE DETAIL 1 ON THIS SHEET, C GRlL UJIL yr tum - z)cL CIVIL DWGS. 20'-7" 41'-2" 22'-9" 22'-9" 1 D ■ �0 O U FOUNDATION AND FLOOR PLAN SEE CIVIL 1. REFERENCE TOP OF SLAB ELEVATION AS 0'-0". SEE CIVIL DRAWINGS. DRAWINGS 2, TOP OF FOOTINGS 4-0" UNLESS REVISED BY GEOTECHNICAL ENGINEER. FOR NORTH ARROW. COORDINATE WITH STRUCTURAL ENGINEER, 3. FOR SLAB ON GRADE CONSTRUCTION, SEE GENERAL NOTES. 4. FOR LOCATION OF SLAB DEPRESSIONS, SEE ARCHITECTURAL DRAWINGS. 5. FOOTING SIZE: BUILDING: PER TABLE ON .SHEET S�: 6. FACE OF STUD IS OUTER FACE (F.O.S.)—FLOOR SLAB'`EDGE 7, FACE OF VENEER IS OUTER FACE (F:O.V)—SLAB FOOTER EDGE 8. TERMITE POISON TREATMENT UNDER SLAB PER SPEC 02282 ISOLATED FTG. (F) SCHEDULE MARK DIMENSIONS BASE CONNECTION FOOTING REINFORCING ANCHOR BOLT EMBEDMENT HEIGHT WIDTH LENGTH F1 14" 5'-6" 5'-6" (7) #6 E.W. TOP & BOT. 11" F2 14" 6'-0" 6'4" (8) #6 E.W. TOP & BOT. 11" F3 14" 7'-0" 7'4" (7) #7 E.W. TOP & BOT. 11" F4 14" 8'-6" 8'-6" (8) #7 E.W TOP & BOT. 11" F5 14" 5'-8" 8'4" #5 012" O.C. 11" F6 14" 5'-0" 7'-0" #5 012" O.C. T. 11„ WF1 18" 3'-6" CONT. (4) #5 CONT. T & 8 0 #3 @ 16" O.C. TRANS- VERSE (T & B) ,ar-acwi (D ANCHOR BOLT DETAIL N.T.S. STEEL COLUMN (C) SCHEDULE MARK SIZE BASE CONNECTION REMARKS C1 TS6x6x5 16" / STEEL PL 1x12x12 W/(4) 3/4"0 A.B. ARCHITECTURE.':1 M1 STEEL PL 1xl4xl4" w/(4) WELD PLATE WASHERS C2 TS8x8xl/2" 7/8"0 A.B. w/3x3x3/16" ON TWO OPPOSITE SIDES Fti r i"; THICK PLATE w/WASHERS. AFTER COLUMN PLUMED C3 TS5x5x5/16" STEEL PL 1xl3x13 W 4 3/4"0 A.B. C4 TS444/16" STEEL PL 1x12x12 W/(4) 3/4"0 A.B. C5 TS6x6xl/4" STEEL PL 3 4x12x12 W/0) 3/4'0 HEADED A.B. 6" VENEER LEDGE — �; ' t INTERIOR LINE OF r---------� t I 6" METAL STUDS I I I — N 13 - AS) 4-s), m , cV - _j N � (AV — — i -9, FLOOR SLAB EDGE C1 FOOTER SEE 13/S32A') , SLAB F00 E EDGE F3 2, 0„ _ SEE DETAIL 4/S3 2 -3' 9' FOOTER FOR COLUMN 3' 0" 16'-10" 3'-0" SEE SIM. DETAIL 11/S3 5 4 3820-STO I -REV. 1 TOWER FOUNDATION PLAN 11411-11-0° MODIFIED:07/22/03 08:29:52 JAA-AAMSOUTH\2002.072 1 \0272 1 S2. DW PLOTTED: 07/22/03 08:42:27 J:\A-,\A 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.646.6008 FX 407,629,9124 ��� i a CONSULTANT: REVISIONS: NO. DATE REMARKS iAANSOM«,TMi AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR SANFORD, FL a ■ COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: S2 CHECKED: �,� 1/1010; ■ C G STEHAN A iNTTE%PLAN . } ARCHITECTURE.':1 M1 ENGINEERING. y 7 INTERIOR DESIGN;,. PROJECT MANAGEMENT' a Fti r i"; AA 003420 CA 8660 MODIFIED:07/22/03 08:29:52 JAA-AAMSOUTH\2002.072 1 \0272 1 S2. DW PLOTTED: 07/22/03 08:42:27 J:\A-,\A 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.646.6008 FX 407,629,9124 ��� i a CONSULTANT: REVISIONS: NO. DATE REMARKS iAANSOM«,TMi AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR SANFORD, FL a ■ COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: S2 CHECKED: �,� 1/1010; ■ C G STEHAN A A ■ " #4 CONT. 1/2" EXP. JOINT STEEL REINF----- CONCRETE FLATWORK (SEEPON) AV (2)#4 CONT. 3' C 11 R. M i'--0" MIN. TSECTION 1'-0" 911 9 � OF STUD N.T.S. 9 TRIPLE STUD HOLDOWN N.T.S. VENEER - SEE ARCH, DWGS n m -ora U • PLYWOOD WALL SHEATHING - f SEE TYP. DETAILS WHERE SLAB DOES NOT ENCASE COLUMN BASE, 6" LOAD BEARING CURB -SEE METAL STUDS PAINT BELOW GRADE STEEL WITH A COAL TAR ARCH. DWGS MASTIC PAINTING SYSTEM TYPICAL FILL SOLID BELOW FOR SLAB REINF, SEE PLAN •' 1 /4 STEEL P COLUMN 1/2" EXP.JOINT Z GRADE WITH GROUT PER PLA I ALL AROUND 0— #4 #4 CONT STEEL REINF. BLOCKOUT (SEE PLAN))11 I CAT w Z 41° �, ,n: (SEE PLAN)),z:�—<DRPIVETHRU a o �- all�\ .r1sR o, BASE PL PER SCHED.—\\ I CANOPY a Co ¢ ; e ;a ° .4 R r— 1 o f : D.v:A a•D ° z L1_ FILL SOLID W/ GROUTm z sht (4) HEADED ; d b SEE ARCH DWGS. CONT, BOLTM ;-' (SEE FTG. SCHED. J _ - 3" CLR. 1 M FOR EMBEDMENT & ° LEVELING ° II II n 1 I " (2) #4 CONT 3' CLR. A B DIA.) I NUTS �-- -r- +�-� r?—�+1--r----, - J 1 -9' 1 -9 �;; d ;; ° W FOR SIZE & REINF. SEE PLAN V) D (n W 3'-6" 3" CLR. TYP. FOR SIZE & REINF. SEE PLAN 6 SECTION N.T.S. m-o/w 1 10 SLAB EDGE DETAIL N.T.S. 11 COLUMN BASE AND FTG, M.S. m-oru STEEL REINF. SAWCUT (SEE PLAN) 1/4 SLAB THICKNESS ° d SAW JOINT WITHIN 8 HOURS AFTER CONCRETE IS PLACED. SAWED JOINT STEEL REINF. DISCONTINUOUS AT KEYWAY 4 sn-om 12 SLAB CONTROL JOINT DETAILS KEYED JOINT BEVELED KEYWAY �r COLUMN BASE AND FTG. F�4 N.T.S. M.S. SEE ARCH. DWGS #3 016" O.C. (1) #5 TOP E.W. DISCONTINUOUS AT CJ STEEL REINF. j1k4IF (SEEPLAN) (D A ■ ■ I C OF STUD IS ! LI'"Gl�LA 1 t '1 9" 311 ARCHITECTURE i 5/80 5/8", 20GA. STEEL STUD VAULT ENGINEERING WALL 012" O.C. PROVIDE LATERAL BRACING INTERIOR DESIGN PLYWOOD WALL SHEATHING Q Q FOR VAULT MEZZANINE. ALIGN STUD UNDER PROJECT MANAGEMENT SEE TYP. DETAILS EACH JOIST 6" LOAD BEARING AA 003420 VENEER SEE METAL STUDS CA 8660 ARCH. DWGS . ° FASTEN TRACK TO CONC. W/ SIMPSON S/LTT20 AT STUDS POWDER ACTUATED FASTENER - FOR SLAB REINF, SEE PLAN SUPPORTING TRUSSES W/1/2" SEE GENERAL NOTES DIA. EXPAN. ANCHORS EMBED. 5" 933 LEE ROAD, FIRST FLOOR MIN. SIMPSON S/HD8 AT ENDSj ,1 , ° ° a L� ORLANDO, FLORIDA 32810 OF SHEARWALL PER NOTES co ; y;>r v / 46 _ PH 407.645.5008 FX 407.629.9124 CL w SEAL. civ) .l LT #5 CONT. 3" CLR. 1 _d FOR SIZE & REINF. SEE PLAN , 3'-6" 01 1 SECTION N.T.S. :. sn-om CONSULTANT: ■ OF STUD LOAD BEARING STUDS PROVIDE (3) ROWS OF LATERAL BRACING. (SEE SHEET S6 FOR STUD SIZE AND SPACING) FASTEN TRACK TO CONC. W/POWDER PROVIDE ADDITIONAL PAF AT ACTUATED FASTENER (PAF) - ®INSIDE FLANGE OF STUD SEE GENERAL NOTES SLAB REINF. (SEE PLAN) —° — —- -- (2)#4 CONT. AT `y VAULT DOOR OPENING #4x4'-0"024" "' sn-onu i 8' 0 VAULT DOOR OPENING O2 SECTION 7 SECTION N.T.S. 3 NOT USED m -orae K",-- � OF STUD 6" CSJ 16 GAGE SIMPSON S/LTT20 AT STUDS SUPPORTINGLOAD BEARING TRUSSES W/1/2" DIA. EXPAN. ANCHORS METAL STUD AT EA EMBED. 5" MIN. TRUSS STEEL REINF. • (SEE PLAN) °- 12" OVERLAP (TYP.) N 4 40 . a . f}.p: jj•Q.. j3' O8 SECTION ilt 1) i 3 CLR.- 1'-6" 1'-6" e. (3) #5 CONT 3'-0„ W/#3016" O.C. TRANSVERSE N.T.S. r 1 9" 13" PLYWOOD WALL SHEATHING SEE TYP. DETAILS FASTEN TRACK 'TO CONC. W/POWDER ACTUATED FASTENER -SEE GEN. NOTES VENEER - SEE ARCH. DWGS � OF STUD 5'-0" N.T.S. 6" LOAD BEARING METAL STUDS SIMPSON S/LTT20 AT STUDS SUPPORTING TRUSSES W/1/2" DIA. EXPAN. ANCHORS EMBED, 5" MIN. SIMPSON S/HD8 AT ENDS OF SHEARWALL PER NOTES I POUR SLAB ODOOR FILL SOLID BELOW GRADE FOR SLAB REINF, SEE PLAN CDid / WITH GROUT L° c L•L-- a . W #5 CONT. 3" CLR. 1 1'-9" 00 V-9" FOR SIZE & REINF. SEE PLAN e. sn-o►u 4 SECTION N.T.S. NTS MOOIFIED-07/22/03 08:29:56 J:\A-J\AMSOUTH\1002.0721\02721S3.DW0 PLOTTED: 07/12/03 08:42:17 J:\A—J\AMSOUTH\2002.0721\02721S3.DWO REVISIONS: NO. DATE REMARKS ' lAmSaMl I AMSOUTH BANK BRIFL.C.DN.4 3815 ORLANDO DR, SANFORD, FL 1 � COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR - PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2002,0721 DATE: So' CHECKED: IZN 7/I Ian 1 � 3/4•-1'-0• RUiAT 3/4'31'-0• SIFJM WHERE SLAB DOES NOT ENCASE COLUMN BASE, 1/4 TYPICAL ,Q PAINT BELOW GRADE STEEL WITH A COAL TAR gr' MASTIC PAINTING SYSTEM STEEL COLUMN PER PLAN I I STEEL STUD WALLK I Q BASE PL PER SCHED.I I VENEER LLJ Iz CMU STARTER - F•111. }I . \•\��,\ ,, � `% I :i (s) z _ Lo ` (4) HEADED ANCHOR BOLTS W/3x3x3/ 16" °v I I ' a u , 6 .- 0 �, w THICK PLATE WASHERS. '` - WELD PLATE WASHERS ON TWO OPPOSITE `i' SIDES AFTER COLUMN 11 ° ii " w PLUMED,° , . .a }I I. •---��° _ ° _�.��Jk ._ _�,_.. __�_. N s (SEE FTG. SCHEDULE FOR EMBEDMENT & - A B DIA.) 3" CLR, TYP.' FOR SIZE & REINF, SEE PLAN �r COLUMN BASE AND FTG. F�4 N.T.S. M.S. SEE ARCH. DWGS #3 016" O.C. (1) #5 TOP E.W. DISCONTINUOUS AT CJ STEEL REINF. j1k4IF (SEEPLAN) (D A ■ ■ I C OF STUD IS ! LI'"Gl�LA 1 t '1 9" 311 ARCHITECTURE i 5/80 5/8", 20GA. STEEL STUD VAULT ENGINEERING WALL 012" O.C. PROVIDE LATERAL BRACING INTERIOR DESIGN PLYWOOD WALL SHEATHING Q Q FOR VAULT MEZZANINE. ALIGN STUD UNDER PROJECT MANAGEMENT SEE TYP. DETAILS EACH JOIST 6" LOAD BEARING AA 003420 VENEER SEE METAL STUDS CA 8660 ARCH. DWGS . ° FASTEN TRACK TO CONC. W/ SIMPSON S/LTT20 AT STUDS POWDER ACTUATED FASTENER - FOR SLAB REINF, SEE PLAN SUPPORTING TRUSSES W/1/2" SEE GENERAL NOTES DIA. EXPAN. ANCHORS EMBED. 5" 933 LEE ROAD, FIRST FLOOR MIN. SIMPSON S/HD8 AT ENDSj ,1 , ° ° a L� ORLANDO, FLORIDA 32810 OF SHEARWALL PER NOTES co ; y;>r v / 46 _ PH 407.645.5008 FX 407.629.9124 CL w SEAL. civ) .l LT #5 CONT. 3" CLR. 1 _d FOR SIZE & REINF. SEE PLAN , 3'-6" 01 1 SECTION N.T.S. :. sn-om CONSULTANT: ■ OF STUD LOAD BEARING STUDS PROVIDE (3) ROWS OF LATERAL BRACING. (SEE SHEET S6 FOR STUD SIZE AND SPACING) FASTEN TRACK TO CONC. W/POWDER PROVIDE ADDITIONAL PAF AT ACTUATED FASTENER (PAF) - ®INSIDE FLANGE OF STUD SEE GENERAL NOTES SLAB REINF. (SEE PLAN) —° — —- -- (2)#4 CONT. AT `y VAULT DOOR OPENING #4x4'-0"024" "' sn-onu i 8' 0 VAULT DOOR OPENING O2 SECTION 7 SECTION N.T.S. 3 NOT USED m -orae K",-- � OF STUD 6" CSJ 16 GAGE SIMPSON S/LTT20 AT STUDS SUPPORTINGLOAD BEARING TRUSSES W/1/2" DIA. EXPAN. ANCHORS METAL STUD AT EA EMBED. 5" MIN. TRUSS STEEL REINF. • (SEE PLAN) °- 12" OVERLAP (TYP.) N 4 40 . a . f}.p: jj•Q.. j3' O8 SECTION ilt 1) i 3 CLR.- 1'-6" 1'-6" e. (3) #5 CONT 3'-0„ W/#3016" O.C. TRANSVERSE N.T.S. r 1 9" 13" PLYWOOD WALL SHEATHING SEE TYP. DETAILS FASTEN TRACK 'TO CONC. W/POWDER ACTUATED FASTENER -SEE GEN. NOTES VENEER - SEE ARCH. DWGS � OF STUD 5'-0" N.T.S. 6" LOAD BEARING METAL STUDS SIMPSON S/LTT20 AT STUDS SUPPORTING TRUSSES W/1/2" DIA. EXPAN. ANCHORS EMBED, 5" MIN. SIMPSON S/HD8 AT ENDS OF SHEARWALL PER NOTES I POUR SLAB ODOOR FILL SOLID BELOW GRADE FOR SLAB REINF, SEE PLAN CDid / WITH GROUT L° c L•L-- a . W #5 CONT. 3" CLR. 1 1'-9" 00 V-9" FOR SIZE & REINF. SEE PLAN e. sn-o►u 4 SECTION N.T.S. NTS MOOIFIED-07/22/03 08:29:56 J:\A-J\AMSOUTH\1002.0721\02721S3.DW0 PLOTTED: 07/12/03 08:42:17 J:\A—J\AMSOUTH\2002.0721\02721S3.DWO REVISIONS: NO. DATE REMARKS ' lAmSaMl I AMSOUTH BANK BRIFL.C.DN.4 3815 ORLANDO DR, SANFORD, FL 1 � COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR - PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2002,0721 DATE: So' CHECKED: IZN 7/I Ian 1 � 3/4•-1'-0• RUiAT 3/4'31'-0• SIFJM y 1 5 4,4 4.2 4 3.6 3,2 R , 12'-5" 3'-10"18'-2" 1 V-5 3/4" 15'-10 (� GRID) i I 62' < + r> (R.L TO R.L.) 61'-6' (F.O.S TO F.O.S.) I—-- (OUT SIDE FACE OF 14'-0 3/4"33'-4 1/2" 14'-S GIRDER TO F.O.S.) i (F.O.S. T, ! j o 7 1/2" VAL LT EZZ. (F.O.S. TO R.L.)- 1 I F MIG 2/S4 GIRDER SUPPOR AT STUD o 35 IS6 WALL - SEE 12/S5 , ht. )12�'x IIRI GE SA5L A s ` I 1443 ¢ a ¢ I ISIMI13 I II s I I I I 12 S5 S5 7 1 2 A — — — — — — — 12 HDR. 7 1 /2 S5 I _ TYPI U N.O. 2 — 1 r—E--- PRS-E�IGINEER[D 41)00[1 TR�ISSEIS q 2'40" I 1 1 S6 T PICAL 4 5 RT 17— 0 `t I I SEE A, SHEJ S) I W-1 _— OR PR( FILI TY U N.0 E ` 5 (If cl� cr RT9 I I II \ I I I I I I I I I I I I -- N RTa Sim 1 Rit 5r- IL ��� S5 R1 6E — — ! RT 14-1 m i S5 C° in N I RT 13 — NOTE' IR N T 12 — ROOF SLOPE I . 7 1/2:12 AT RTI 1 �, I rp �'��• PP. ENTRANCE RT1e i 1 S _ TS 12 6x /4 (LO) - -- -J- Us - -- - - - - -- m N "2 GIRDER SUPPORT AT I STUD WALL -SEE 12/S5 E 3 S COLUMN DOES NOT ALIGN TOWER ROOF S5 WITH CORNER OF HIP FRAMING 1/54 2'-0" 17'-10" 2'-0" 41'-2" (F.O.S. TO F.O.S.) 23'- 1 I 41 -2 (R.L TO R.L.) 20'-7" 41'-2.. (� GRID) ` GIRDER SUPPORT AT 6J STEEL BEAM -SEE 7/S5 4 ,I. F 1p -f , r + I 7 S6 ME L ` TUD J01 3fS AT 2" .C. 6 OSI 32-13 I I I I I I I I I I I I I I VA T DOOR FRANG STEEL COLUMN S6 SEE 6/S6 PER FON. PLAN STEEL COLUMN PER FDN. PLAN 2 VAULT MEZZANINE FRAMING PLAN saa�-sn� COLUMN DOES NOT 1 1/2" ALIGN WITH HIP -42 6" — CORNER 1 2 -6,. - N t — UB u ROOF FRAMING PLAN N � I m W .f 51 SEE CIVIL O)-- --- W ppb N a — DRAWINGS 1. TRUSS BEARING 13'-6" ABOVE FINISHED FLOOR. (VERIFY W/ ARCH.) FOR NORTH 2• FOR TRUSSES, SEE GENERAL NOTES. ARROW. 3. FOR ROOF SHEATHING, SEE GENERAL NOTES. 4. TOP OF STEEL IS NOTED ON PLANS AS (X' -X"). 5. FACE OF STUD IS OUTER FACE. (F.O.S) 6. FACE OF VENEER IS OUTER FACE. (F•O.V) } k t. 7. ROOF LINE IS OUTER FACE OF 1 1/2" BLOCK. (R.L.) 7 S6 ME L ` TUD J01 3fS AT 2" .C. 6 OSI 32-13 I I I I I I I I I I I I I I VA T DOOR FRANG STEEL COLUMN S6 SEE 6/S6 PER FON. PLAN STEEL COLUMN PER FDN. PLAN 2 VAULT MEZZANINE FRAMING PLAN saa�-sn� COLUMN DOES NOT 1 1/2" ALIGN WITH HIP -42 6" — CORNER 1 2 -6,. - N t — UB BRICK VENEER ON ANGLE LEDGE "oO �lr U. \; v, I� I I I •, I , TS +x 6x 1/41(LOW) wl6x3E1 - I 1 I_ 1 ) 1, — — 1 I N v 2' 0" ROOF SLOPE 2 -0 7 1/2:12 AT 3 1'-6" 1'-6" ENTRANCE ; 1 1/2"--,.,3'-0" 16'-10" 23'-1" Ut�-sru-aEv. 1 TOWER FRAMING PLAN i./2" 1/4"= 1 1-011 METAL STUD WALL BRICK VENEER BRICK VENEER ON ANGLE LEDGE N N � \ ROOF LINE COLUMN DOES NOT ALIGN WITH HIP CORNER ■ ■ INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: J iu A CONSULTANT: REVISIONS: NO. DATE REMARKS AMSOUTH BAN K BR.FL.C.DN.4 3815 ORLANDO DR. SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: SA 114"=l ._0.1 CHECKED: F -N 1/1 blv> ■ ■ t MODIF1EO:07/22/03 08:30:37 J:\A—J\AMSOUTH\2002.0721\02721S4.DWG I/8'=1'-0" RlU11AT PLOTTED: 07/22/03 08:42:07 J:\A—J\AMSOUTH\2002.0721\0272154.DWG I/8"=1'-0" STEHAN U u N � I m W 51 a I Ir O)-- --- W ppb N a — m BRICK VENEER ON ANGLE LEDGE "oO �lr U. \; v, I� I I I •, I , TS +x 6x 1/41(LOW) wl6x3E1 - I 1 I_ 1 ) 1, — — 1 I N v 2' 0" ROOF SLOPE 2 -0 7 1/2:12 AT 3 1'-6" 1'-6" ENTRANCE ; 1 1/2"--,.,3'-0" 16'-10" 23'-1" Ut�-sru-aEv. 1 TOWER FRAMING PLAN i./2" 1/4"= 1 1-011 METAL STUD WALL BRICK VENEER BRICK VENEER ON ANGLE LEDGE N N � \ ROOF LINE COLUMN DOES NOT ALIGN WITH HIP CORNER ■ ■ INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: J iu A CONSULTANT: REVISIONS: NO. DATE REMARKS AMSOUTH BAN K BR.FL.C.DN.4 3815 ORLANDO DR. SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: SA 114"=l ._0.1 CHECKED: F -N 1/1 blv> ■ ■ t MODIF1EO:07/22/03 08:30:37 J:\A—J\AMSOUTH\2002.0721\02721S4.DWG I/8'=1'-0" RlU11AT PLOTTED: 07/22/03 08:42:07 J:\A—J\AMSOUTH\2002.0721\0272154.DWG I/8"=1'-0" STEHAN U & 3 ,t BLOCK SOLID AS REOD r'f Fv = 7430 1 1 , 1 , , 1 1 TO ATTACH ANCHOR {. .t ARCHITECTURAL DRAWINGS. ANCHOR GIRDER TO STUDS 1 1 MULTI -PLY GIRDER M , ' BEND ANCHOR ACROSS CONNECTION PLATE FF Gyy hd� • (2) 16d TOENAILS MINIMUM 3/8" THICK TOP OF TRUSS AS REOD. ' t { s CONNECTION PLATES a ` in ''' THRU COLUMN 7836 X BRACING BETWEEN TRIPLE 14 GAGE STUD WITH (10) 10d NAILS PIPE OR TUBE -•� ' •> ' SEE GENERAL NOTES ' @24O.C. ►' COLUMN , ®EA. FACE OF TRUSS t VN NOTE: f u1 e ¢ r4 ° fyy�nryy FOR COLUMNS B-5 AND D-4 SSBEARING TRUSS BEARING AND CAP 4 t ' 6 1/2 1 2' PLATE -STAGGER - SPLICE AT 6'-0"- (2) #10 SCREWS ©24" VENEER - SEE DOUBLE 2x6 W/1/2% THRU-BOLT SILL PLATE ARCH. DWGS j e • STUD TRACK P� ` F` • LOAD BEARING 6" 14GA. METAL STUD AT EACH TRUSS r t ;r a BLOCK SOLID AS REOD 1 I , , Fv = 7430 1 1 , 1 , , 1 1 TO ATTACH ANCHOR NOTE: .t ARCHITECTURAL DRAWINGS. ANCHOR GIRDER TO STUDS 1 1 MULTI -PLY GIRDER M , ' BEND ANCHOR ACROSS CONNECTION PLATE 1 1 • (2) 16d TOENAILS MINIMUM 3/8" THICK TOP OF TRUSS AS REOD. ' t { s CONNECTION PLATES a ` in W/1 �2% THRU-BOLT THRU COLUMN 7836 X BRACING BETWEEN TRIPLE 14 GAGE STUD WITH (10) 10d NAILS r r A <r ' SEE GENERAL NOTES ' @24O.C. ►' SIMPSON H10 S 1 d F ®EA. FACE OF TRUSS t NOTE: f u1 e ¢ r4 ° 6" METAL STUD FOR COLUMNS B-5 AND D-4 SSBEARING n10 BEAM TO COLUMN CONNECTION DETAIL \.: M -OW CONNECTION PLATES MAX. OR DBL ANGLES EACH SIDE 3/8 STIFFENER ' PL EACH SIDE I; G f° ty • • � r 3/4" CAP PL NOTE: W/(4) 3/4"0 MINIMUM 1/4" THICK A325 BOLTS CONNECTION PLATES JL f STL. COLU6,., PER PLAN ' 11 BEAM TO COLUMN DETAIL t , ` sn-Or13 a 1W { r PLYWOOD DECK A GIRDER ANCHOR METAL STUDS �' ^ t TO FOUNDATION W/(2) SIMPSON S/HD8 VENEER, SEE ��—ARCH. DWGS {� 3/4°0 ANCHOR BOLTS # BLOCK SOLID AS REOD 1 I , , Fv = 7430 1 1 , 1 , , 1 1 TO ATTACH ANCHOR SIMPSON HGT OVER 1 ARCHITECTURAL DRAWINGS. ANCHOR GIRDER TO STUDS 1 1 MULTI -PLY GIRDER M , WITH (2) SIMPSON HTT22'S BEND ANCHOR ACROSS 4 ( 1 1 • (2) 16d TOENAILS ;ir TOP OF TRUSS AS REOD. ' t { s ATTACH ANCHOR TO GIRDER a ` in W/1 �2% THRU-BOLT ATTACH ANCHOR TO METAL 7836 X BRACING BETWEEN TRIPLE 14 GAGE STUD WITH (10) 10d NAILS r STUDS WITH #10 SCREWS ' SEE GENERAL NOTES ' @24O.C. ►' SIMPSON H10 ANCHOR METAL STUDS �' ^ t TO FOUNDATION W/(2) SIMPSON S/HD8 VENEER, SEE ��—ARCH. DWGS {� 3/4°0 ANCHOR BOLTS # �(t I V U �'.�1� 1 1 1 I , , n � 1 1 , 1 , , 1 1 , 1 1 1 1 SIMPSON HGT OVER 1 ARCHITECTURAL DRAWINGS. ANCHOR GIRDER TO STUDS 1 1 MULTI -PLY GIRDER M , WITH (2) SIMPSON HTT22'S °f t • k 4 ( 1 1 • (2) 16d TOENAILS ;ir 10 ' t { s W/1 �2% THRU-BOLT ATTACH ANCHOR TO METAL 7836 X BRACING BETWEEN TRIPLE 14 GAGE STUD .' STUDS WITH #10 SCREWS ' SEE GENERAL NOTES ' @24O.C. ►' ANCHOR METAL STUDS �' ^ t TO FOUNDATION W/(2) SIMPSON S/HD8 VENEER, SEE ��—ARCH. DWGS {� 3/4°0 ANCHOR BOLTS # �(t I V U �'.�1� 1 1 1 I , , n � 1 1 , 1 , , 1 1 , 1 1 1 1 L5x5x3/8 1 ARCHITECTURAL DRAWINGS. (2) SIMPSON H10 W/ 1 1 1 , M , 1 1 1 l • 4 ( 1 1 3/16 EA SIDE 1 (2) 16d TOENAILS { 10 ' 12 GIRDER SUPPORT AT STUD WALL { s W/1 �2% THRU-BOLT 7836 X BRACING BETWEEN EACH TRUSS. ' @24O.C. NTS IFFENER I SIDE PL /4"0 LTS NTS BEND ANCHOR ACROSS TOP OF -TRUSS AS REQ'D + ATTACH ANCHOR TO GIRDER + W/ (10) 10d NAILS , + [ ATTACH GIRDER WITH (2) SIMPSON HTS20 ONE TREATED EACH SIDE OF GIRDERS DOUBLE 2x14x1'-0"I VERTICAL (NS & FS) EACH SIDE OF BEA------.MATTACH TO BEAM W/(10) ATTACH TO BEAM W/ 10d NAILS. MIN( BO6 5/8"0 A30 7 I THRULTS STEEL BEAM PER PLAN sn-Ong O7 GIRDER SUPPORT AT STEEL BEAMS NTS 12 7 1/2 5/8" ROOF SHEATHING ROOF TRUSS, FOR PROFILE, SEE ARCHITECTURAL DRAWINGS- & S7 FOR LOADS, SEE GENERAL NOTES, PLANS AND SPECIFICATIONS. DESIGN TRUSS FOR BEARING OFFSET FROM PANEL POINT 4 SECTION sn-ons 5/8" o Ls - SHEATHING In m" OZ) 3/4" ROOF N SHEATHING o 0 GIRDER TRUSS PER TRUSS MANUF, 2x CONT BLOCKING GER PER *TRUSS MANUF. PL 3/8x6"x0'-8" 1" IN. BEAM -SEE COL PLAN 1/4 1/4 ROOF TRUSS, FOR PROFILE, SEE ARCH'L DWGS. 3/8" STIFFNER FOR LOADS, SEE GENERAL NOTES, PLANS AND BEAM -SEE PLAN SPEC'S. DESIGN TRUSS FOR BEARING OFFSET • FROM PANEL POINT • 1 1/4 ROOF SHEATHING 10 1/2' 1 • ; 1/4 F 2x6 OUTRIGGERS '1 W COLUMN CAP PLATE / T.O. TS COLUMN 3/4"x 10"x 1 '-2" 1 4 " L5x5x3/8 STRUT sn-Ona S5 C.a ' z rz 8 SECTION 3/411=1'-0" BRICK VENEER Vii SEE ARCH. I� DWGS 3.2 PRE-ENGINEERED WOOD TRUSS GIRDER SIMPSON HGT-2 DOUBLE 2x6 SILL PLATE 1/2"0 CARRIAGE — BOLTS @12" (STAGGERED) NTS 8A SECTION m -Orta 3/4" =1 1-011 r m�0 3/4" CAP PL W/(4) 3/4"0 A325 BOLTS 9 2'-9" SIMPSON HGT-2 6"x8"A/4" PLATE m -Orly 9 SECTION / P. u 3/8" PLATE TYPICAL SINGLE PLY PRE-ENGINEERED WOOD TRUSS L5x5x3/8 TS6x6 BEYOND (2) SIMPSON H10 ONE EACH SIDE OF DOUBLE PLATES (N.S. & F.S.). UTILIZE THE FOUR OPTIONAL SHEAR NAIL HOLES AVAILABLE IN THESE SIMPSON CONNECTORS. ALSO PROVIDE (2) ADD'L 16d TOENAILS EA. TRUSS CONNECTION FROM TRUSS TO PLATES. (2) 3/8" STIFFENER WIDE FLANGE 5 SECTION PLATES EACH SID �— BEAM PER PLAN m -ant STL. COLUMN PER PLAN 3/41'=1'-0" GIRDER ROOF TRUSS DOUBLE 2x6 SILL PLATE 1/2"0 CARRIAGE ' BOLTS 0 12" (STAGGERED) 3/8" STIFFNER -BEAM - SEE PLAN 1/2 1.011 COL 2" MIN BRICK EA SIDE 1/4xCONNECTOR PLATE -SIZE TO PROVIDE MIN. WELD ON ANGLE 1 1 1 1 , 1 , 1 I , , ROOF TRUSS, FOR PROFILE, 1 1 , 1 , , 1 1 , 1 1 1 1 L5x5x3/8 1 ARCHITECTURAL DRAWINGS. (2) SIMPSON H10 W/ 1 1 1 , U , 1 1 1 l • 1 3 16 2" MIN 1 1 3/16 EA SIDE 1 (2) 16d TOENAILS SPLICE AT 6'-0"- 10 �y eq EACH TRUSS s W/1 �2% THRU-BOLT 7836 X BRACING BETWEEN EACH TRUSS. ' @24O.C. SIMPSON H10 ®EA. FACE OF TRUSS 2x CONT 6" METAL STUD TR SSBEARING TRUSS BEARING AND CAP 4 t ' 6 1/2 1 2' PLATE -STAGGER - SPLICE AT 6'-0"- (2) #10 SCREWS ©24" VENEER - SEE DOUBLE 2x6 W/1/2% THRU-BOLT SILL PLATE ARCH. DWGS CONSULTANT: 3/4"=11-011 STUD TRACK LOAD BEARING 6" 14GA. METAL STUD AT EACH TRUSS r , , t 'ry13 1 C=SECTION Y 3 fi } 3' NTS IFFENER I SIDE PL /4"0 LTS NTS BEND ANCHOR ACROSS TOP OF -TRUSS AS REQ'D + ATTACH ANCHOR TO GIRDER + W/ (10) 10d NAILS , + [ ATTACH GIRDER WITH (2) SIMPSON HTS20 ONE TREATED EACH SIDE OF GIRDERS DOUBLE 2x14x1'-0"I VERTICAL (NS & FS) EACH SIDE OF BEA------.MATTACH TO BEAM W/(10) ATTACH TO BEAM W/ 10d NAILS. MIN( BO6 5/8"0 A30 7 I THRULTS STEEL BEAM PER PLAN sn-Ong O7 GIRDER SUPPORT AT STEEL BEAMS NTS 12 7 1/2 5/8" ROOF SHEATHING ROOF TRUSS, FOR PROFILE, SEE ARCHITECTURAL DRAWINGS- & S7 FOR LOADS, SEE GENERAL NOTES, PLANS AND SPECIFICATIONS. DESIGN TRUSS FOR BEARING OFFSET FROM PANEL POINT 4 SECTION sn-ons 5/8" o Ls - SHEATHING In m" OZ) 3/4" ROOF N SHEATHING o 0 GIRDER TRUSS PER TRUSS MANUF, 2x CONT BLOCKING GER PER *TRUSS MANUF. PL 3/8x6"x0'-8" 1" IN. BEAM -SEE COL PLAN 1/4 1/4 ROOF TRUSS, FOR PROFILE, SEE ARCH'L DWGS. 3/8" STIFFNER FOR LOADS, SEE GENERAL NOTES, PLANS AND BEAM -SEE PLAN SPEC'S. DESIGN TRUSS FOR BEARING OFFSET • FROM PANEL POINT • 1 1/4 ROOF SHEATHING 10 1/2' 1 • ; 1/4 F 2x6 OUTRIGGERS '1 W COLUMN CAP PLATE / T.O. TS COLUMN 3/4"x 10"x 1 '-2" 1 4 " L5x5x3/8 STRUT sn-Ona S5 C.a ' z rz 8 SECTION 3/411=1'-0" BRICK VENEER Vii SEE ARCH. I� DWGS 3.2 PRE-ENGINEERED WOOD TRUSS GIRDER SIMPSON HGT-2 DOUBLE 2x6 SILL PLATE 1/2"0 CARRIAGE — BOLTS @12" (STAGGERED) NTS 8A SECTION m -Orta 3/4" =1 1-011 r m�0 3/4" CAP PL W/(4) 3/4"0 A325 BOLTS 9 2'-9" SIMPSON HGT-2 6"x8"A/4" PLATE m -Orly 9 SECTION / P. u 3/8" PLATE TYPICAL SINGLE PLY PRE-ENGINEERED WOOD TRUSS L5x5x3/8 TS6x6 BEYOND (2) SIMPSON H10 ONE EACH SIDE OF DOUBLE PLATES (N.S. & F.S.). UTILIZE THE FOUR OPTIONAL SHEAR NAIL HOLES AVAILABLE IN THESE SIMPSON CONNECTORS. ALSO PROVIDE (2) ADD'L 16d TOENAILS EA. TRUSS CONNECTION FROM TRUSS TO PLATES. (2) 3/8" STIFFENER WIDE FLANGE 5 SECTION PLATES EACH SID �— BEAM PER PLAN m -ant STL. COLUMN PER PLAN 3/41'=1'-0" GIRDER ROOF TRUSS DOUBLE 2x6 SILL PLATE 1/2"0 CARRIAGE ' BOLTS 0 12" (STAGGERED) 3/8" STIFFNER -BEAM - SEE PLAN 1/2 1.011 COL 2" MIN BRICK EA SIDE 1/4xCONNECTOR PLATE -SIZE TO PROVIDE MIN. WELD ON ANGLE 1 1 1 1 , 1 , 1 I , , ROOF TRUSS, FOR PROFILE, 1 1 , 1 , , 1 1 , 1 1 1 1 L5x5x3/8 1 ARCHITECTURAL DRAWINGS. FOR 1 1 1 , U , 1 1 1 I I 1 3 16 2" MIN 1 1 3/16 EA SIDE 1 , SPLICE AT 6'-0"- 3/4"=1'-0" INTCRPLAN Z CL OF COL ROOF TRUSS, FOR PROFILE, SEE ARCHITECTURE STUDIF SHEET S7 FOR LOADS, SEE GENERAL NOTES, PLANS AND SPECIFICATIONS. ENGINEERING 12 10 1/2 DESIGN TRUSS FOR BEARING OFFSET INTERIOR DESIGN 7 1/2 FROM PANEL PO1N r. PROJECT MANAGEMENT z AA 003420 5/8 SHEATHINGco CA 8660 ILI N -i 2x CONT f?5 2 933 LEE ROAD, FIRST FLOOR 2x CONT. DIAPHRAGM BLOCKING ORLANDO, FLORIDA 32810 SIMPSON NAIL TO SILL PLATE PH 407.645.5008 H10 ©EA, W/10d' TOE NAILS ® 6' O.C. FX 407.629.9124 FACE OF TRUSS NAIL 'TO SHEATHING Q W/ 8d NAIL © 6" O.C. (TYP) SEAL: ATTACH TO WOOD PLATES W/ SIMPSON A34 BETWEEN EACH TRUSS. PLYWOOD WALL SHEATHING j m 1 SECTION sn-012J PROVIDE STUDS AT TRUSS FOR LATERAL BRACING OF BRICK 3/16> 3/16 TS 6x6 do VERIFY WITH ROOF LAYOUT b SECTION sn-Orn ■ ■ . 1/2"O CARRIAGE BOLTS . ®12 O.C. (STAGGERED) 00 O 5/8"PLYWOOD WALL SHEATHING O I 16CA, 6" ME -fAL STUDS 024" O.C. . (TYP.) . (4) #8 SCREWS (TYP) srt-Orta-e ' 8" V-4-10" ARCHITECTURAL FINISH 2 -0' SEE ARCH. DWGS e. 2 SECTION 3/a"=1'-0" 3/4"=1'-O" ROOF TRUSS, FOR PROFILE, SEE ARCHITECTURAL DRAWINGS. FOR LOADS, SEE GENERAL NOTES, PLANS AND SPECIFICATIONS. DESIGN TRUSS OR BEARING OFFSET FROM PANEL POINT. — 2x BLOCKING CONT, NAIL TO BOTTOM CHORD W/ (2) 10d TOE NAILS ATTACH 10 WOOD SILL PLATES W/ SIMPSON A34 BETWEEN EACH TRUSS. — 1/2"0 CARRIAGE BOLTS — 0 12 (STAGGERED) SIMPSON H2.5 EACH — FACE OF TRUSS EXCEPT USE H10 EA. FACE OF RT30 RT4 & RT5 DOUBLE 2x6 SILL PLATE TYP 3/16 sn-0121 CONTINOUS WELD TYPICAL WELD TO BE GROUND SMOOTH 3/411=1'-011 3 SECTION REVISIONS: NO. DATE REMARKS IL rk j � "we COL V-7 1/2' 5/8" SHEATHING 12 2x CONT. DIAPHRAGM BLOCKING 7 1/2 NAIL TO SHEATHING TOP & SIDE W/ 8d NAILS 0 6" O.C. (TYP) (1 NAIL TOP, 2 NAILS SIDE) AMSOUTH cQ I 2x CONT BANK 5/8" SHEATHING BR.FL.C.DN.4 3815 ORLANDO DR. 2x CONT. DIAPHRAGM BLOCKING NAIL TO SHEATHING 0 BOTTOM z SANFORD, FL & SIDE W/ 8d NAILS 0 6" O.C. cr (TYPICAL) (1 NAIL BOTTOM, 2 NAILS SIDE) m COPYRIGHT © 2003 - I INTERPLAN LLC RESERVES � `� COPYRIGHT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS /I Ilk 47- TO THE ORIGINAL SITE OR - PURPOSE FOR WHICH THEY WERE W 16 -SEE PLAN PREPARED. REPRODUCTIONS, 3/8" THICK CHANGES OR ASSIGNMENTS ARE PLATES EACH SIDE PROHIBITED. N Q5 TS 12x6 - SEE PLAN V, SUPPORT EACH END r U W/ L4x4xO'-4" WELD TO COLUMN w C6x8.2 AT �'-0" MAX L ROLLED PLATE ROLLED L5x5x3/8 - 1/8x2'-8"xCONT SEE ARCH. DWGS FOR EXTEND ENDS TO FACE RADIUS OF BRICK COLUMN IPROJECT NO: 2002.0721 DATE: 1 1 " 6"2'-0" 6" s%5 3/411=1'-0" CHECKED: (Z, f.3i 1100/03 ■ ■ ■ MODIFIED: 07/21/03 08:03:48 J:�p-J�MSOUTH\2002.0721\02721S5.DWC ROOF TRUSS, FOR PROFILE, DOUBLE 2x6 SILL PLOTTED: 07/22/03 —J J:�/1-J\AMSOUTH\2002.0721\02721S5.OWC ARCHITECTURAL DRAWINGS. FOR PLATE -STAGGER LOADS, SEE GENERAL NOTES, PLANS 1'-5 1/2' AND SPECIFICATIONS. DESIGN TRUSS SPLICE AT 6'-0"- 10 �y eq PROVIDE (2) SIMPSON W/1 �2% THRU-BOLT 7836 X BRACING BETWEEN EACH TRUSS. ' @24O.C. SIMPSON H10 ®EA. FACE OF TRUSS 2x CONT 6" METAL STUD TRUSS BEARING AND CAP PT. DOUBLE 2x6 SILL 6 1/2 1 2' PLATE -STAGGER - SPLICE AT 6'-0"- (2) #10 SCREWS ©24" VENEER - SEE W/1/2% THRU-BOLT 9" ARCH. DWGS CONSULTANT: 3/4"=11-011 PROVIDE STUDS AT TRUSS FOR LATERAL BRACING OF BRICK 3/16> 3/16 TS 6x6 do VERIFY WITH ROOF LAYOUT b SECTION sn-Orn ■ ■ . 1/2"O CARRIAGE BOLTS . ®12 O.C. (STAGGERED) 00 O 5/8"PLYWOOD WALL SHEATHING O I 16CA, 6" ME -fAL STUDS 024" O.C. . (TYP.) . (4) #8 SCREWS (TYP) srt-Orta-e ' 8" V-4-10" ARCHITECTURAL FINISH 2 -0' SEE ARCH. DWGS e. 2 SECTION 3/a"=1'-0" 3/4"=1'-O" ROOF TRUSS, FOR PROFILE, SEE ARCHITECTURAL DRAWINGS. FOR LOADS, SEE GENERAL NOTES, PLANS AND SPECIFICATIONS. DESIGN TRUSS OR BEARING OFFSET FROM PANEL POINT. — 2x BLOCKING CONT, NAIL TO BOTTOM CHORD W/ (2) 10d TOE NAILS ATTACH 10 WOOD SILL PLATES W/ SIMPSON A34 BETWEEN EACH TRUSS. — 1/2"0 CARRIAGE BOLTS — 0 12 (STAGGERED) SIMPSON H2.5 EACH — FACE OF TRUSS EXCEPT USE H10 EA. FACE OF RT30 RT4 & RT5 DOUBLE 2x6 SILL PLATE TYP 3/16 sn-0121 CONTINOUS WELD TYPICAL WELD TO BE GROUND SMOOTH 3/411=1'-011 3 SECTION REVISIONS: NO. DATE REMARKS IL rk j � "we COL V-7 1/2' 5/8" SHEATHING 12 2x CONT. DIAPHRAGM BLOCKING 7 1/2 NAIL TO SHEATHING TOP & SIDE W/ 8d NAILS 0 6" O.C. (TYP) (1 NAIL TOP, 2 NAILS SIDE) AMSOUTH cQ I 2x CONT BANK 5/8" SHEATHING BR.FL.C.DN.4 3815 ORLANDO DR. 2x CONT. DIAPHRAGM BLOCKING NAIL TO SHEATHING 0 BOTTOM z SANFORD, FL & SIDE W/ 8d NAILS 0 6" O.C. cr (TYPICAL) (1 NAIL BOTTOM, 2 NAILS SIDE) m COPYRIGHT © 2003 - I INTERPLAN LLC RESERVES � `� COPYRIGHT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS /I Ilk 47- TO THE ORIGINAL SITE OR - PURPOSE FOR WHICH THEY WERE W 16 -SEE PLAN PREPARED. REPRODUCTIONS, 3/8" THICK CHANGES OR ASSIGNMENTS ARE PLATES EACH SIDE PROHIBITED. N Q5 TS 12x6 - SEE PLAN V, SUPPORT EACH END r U W/ L4x4xO'-4" WELD TO COLUMN w C6x8.2 AT �'-0" MAX L ROLLED PLATE ROLLED L5x5x3/8 - 1/8x2'-8"xCONT SEE ARCH. DWGS FOR EXTEND ENDS TO FACE RADIUS OF BRICK COLUMN IPROJECT NO: 2002.0721 DATE: 1 1 " 6"2'-0" 6" s%5 3/411=1'-0" CHECKED: (Z, f.3i 1100/03 ■ ■ ■ MODIFIED: 07/21/03 08:03:48 J:�p-J�MSOUTH\2002.0721\02721S5.DWC ROOF TRUSS, FOR PROFILE, SEE PLOTTED: 07/22/03 08:41:58 J:�/1-J\AMSOUTH\2002.0721\02721S5.OWC ARCHITECTURAL DRAWINGS. FOR COL LOADS, SEE GENERAL NOTES, PLANS 1'-5 1/2' AND SPECIFICATIONS. DESIGN TRUSS 10 FOR BEARING OFFSET FROM PANEL POINT. PROVIDE (2) SIMPSON 7836 X BRACING BETWEEN EACH TRUSS. 5/8" SHEATHING SIMPSON H10 ®EA. FACE OF TRUSS 2x CONT TRUSS BEARING PT. DOUBLE 2x6 SILL 6 1/2 1 2' PLATE -STAGGER - SPLICE AT 6'-0"- (2) #10 SCREWS ©24" O.C. W/1/2% THRU-BOLT ©24" O.C. PROVIDE STUDS AT TRUSS FOR LATERAL BRACING OF BRICK 3/16> 3/16 TS 6x6 do VERIFY WITH ROOF LAYOUT b SECTION sn-Orn ■ ■ . 1/2"O CARRIAGE BOLTS . ®12 O.C. (STAGGERED) 00 O 5/8"PLYWOOD WALL SHEATHING O I 16CA, 6" ME -fAL STUDS 024" O.C. . (TYP.) . (4) #8 SCREWS (TYP) srt-Orta-e ' 8" V-4-10" ARCHITECTURAL FINISH 2 -0' SEE ARCH. DWGS e. 2 SECTION 3/a"=1'-0" 3/4"=1'-O" ROOF TRUSS, FOR PROFILE, SEE ARCHITECTURAL DRAWINGS. FOR LOADS, SEE GENERAL NOTES, PLANS AND SPECIFICATIONS. DESIGN TRUSS OR BEARING OFFSET FROM PANEL POINT. — 2x BLOCKING CONT, NAIL TO BOTTOM CHORD W/ (2) 10d TOE NAILS ATTACH 10 WOOD SILL PLATES W/ SIMPSON A34 BETWEEN EACH TRUSS. — 1/2"0 CARRIAGE BOLTS — 0 12 (STAGGERED) SIMPSON H2.5 EACH — FACE OF TRUSS EXCEPT USE H10 EA. FACE OF RT30 RT4 & RT5 DOUBLE 2x6 SILL PLATE TYP 3/16 sn-0121 CONTINOUS WELD TYPICAL WELD TO BE GROUND SMOOTH 3/411=1'-011 3 SECTION REVISIONS: NO. DATE REMARKS IL rk j � "we COL V-7 1/2' 5/8" SHEATHING 12 2x CONT. DIAPHRAGM BLOCKING 7 1/2 NAIL TO SHEATHING TOP & SIDE W/ 8d NAILS 0 6" O.C. (TYP) (1 NAIL TOP, 2 NAILS SIDE) AMSOUTH cQ I 2x CONT BANK 5/8" SHEATHING BR.FL.C.DN.4 3815 ORLANDO DR. 2x CONT. DIAPHRAGM BLOCKING NAIL TO SHEATHING 0 BOTTOM z SANFORD, FL & SIDE W/ 8d NAILS 0 6" O.C. cr (TYPICAL) (1 NAIL BOTTOM, 2 NAILS SIDE) m COPYRIGHT © 2003 - I INTERPLAN LLC RESERVES � `� COPYRIGHT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS /I Ilk 47- TO THE ORIGINAL SITE OR - PURPOSE FOR WHICH THEY WERE W 16 -SEE PLAN PREPARED. REPRODUCTIONS, 3/8" THICK CHANGES OR ASSIGNMENTS ARE PLATES EACH SIDE PROHIBITED. N Q5 TS 12x6 - SEE PLAN V, SUPPORT EACH END r U W/ L4x4xO'-4" WELD TO COLUMN w C6x8.2 AT �'-0" MAX L ROLLED PLATE ROLLED L5x5x3/8 - 1/8x2'-8"xCONT SEE ARCH. DWGS FOR EXTEND ENDS TO FACE RADIUS OF BRICK COLUMN IPROJECT NO: 2002.0721 DATE: 1 1 " 6"2'-0" 6" s%5 3/411=1'-0" CHECKED: (Z, f.3i 1100/03 ■ ■ ■ MODIFIED: 07/21/03 08:03:48 J:�p-J�MSOUTH\2002.0721\02721S5.DWC I/8'�I'-0' STEFIAN PLOTTED: 07/22/03 08:41:58 J:�/1-J\AMSOUTH\2002.0721\02721S5.OWC I/8"=I'-0" STEr1AN l r r T.O. PER 6" EXTERIOR METAL STUD — HARDIE PLANK CEMENT COMPOSITE PANEL DECKING OVER 5/8" TYPE "X" GYPSUM .,,...,., -- 6" METAL STUD JOIST — SEE PLAN 1 5/80 5/8", 2OGA. METAL STUD 012" O.C. UNDER EACH JOIST SECTION a =-oro , J ! �F P r 1 , i"' ■ HARDIE PLANK CEMENT $ COMPOSITE PANEL DECKING ' OVER 5/8" TYPE "X" GYPSUM 6" STUD TRACK CONT. — ATTACH TO JOIST — NOT EXTERIOR STUDS WEB STIFFENER i BOARD PER ARCH L DWG. WEB STIFFENER O 6" METAL TRACK CONT. AT PERIMETER RNs 6" METAL STUD JOIST — „r� SEE PLAN 1 ,Vzll � i j c r I , HARDIE PLANK CEMENT tr:• ; I COMPOSITE PANEL DECKING , OVER 5/8" TYPE "X" GYPSUM STUD @12" O.C. UNDER BOARD PER ARCH'L DWG. EACH JOIST (2) BEARING STUD � u � OPNG 6„ STUD 6" METAL STUD JOIST — (3) BE ING UD ATTACH TO EACH STUD (2) FULL HEIGHT TUDS W/(2) #10-16 SCREWS 1 5/80 STUD ®1 EACH JO r� V 1 5°Y SECTION a =-oro , J ! �F P r 1 , i"' ■ HARDIE PLANK CEMENT $ COMPOSITE PANEL DECKING ' OVER 5/8" TYPE "X" GYPSUM 6" STUD TRACK CONT. — ATTACH TO JOIST — NOT EXTERIOR STUDS WEB STIFFENER i BOARD PER ARCH L DWG. WEB STIFFENER O 6" METAL TRACK CONT. AT PERIMETER RNs 6" METAL STUD JOIST — „r� SEE PLAN 1 ,Vzll � aAI 'a F o r ` SECTION 6" STUD TRACK CONT. I , lY ; I 5/86", 2OGA. METAL , STUD @12" O.C. UNDER EACH JOIST aAI 'a F o r ` SECTION \J © <=) HDR I , SEE DETAIL aAI 'a F o r ` SECTION DOUBLE 2x SILL SCREWS IN FIELD OF PANEL AT 12" O.C. BLOCKED AT PANEL EDGES WITH 6" TRACK 6OOT2O0-54 /— 60CR16 RUNNER INTERPLAM ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 3EAL: CONSULTANT: REVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR, SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGETT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, 'ROJECT NO: 2002.0721 DATE: S6 VAULT DOOR FRAMING 3/4"=1'-0" sa-0rr1 I CHECKED' f] wl ' 1Vc7J MODIFIED: 07/21/03 08:10:46 J:\A-J\AMSOUTH\2002.0721\02721S6.DWG 3/4'=1'-0' SiEHAN PLOTTED: 07/22/05 08:41:48 J:\A-J\AMSOUTH\2002.0721\02721S6.DWG 3/4'=1'-0' SIFJM ■ im s \J © <=) HDR SEE DETAIL ; I (2) BEARING STUD OPNG (3) BE ING UD (2) FULL HEIGHT TUDS DOUBLE 2x SILL SCREWS IN FIELD OF PANEL AT 12" O.C. BLOCKED AT PANEL EDGES WITH 6" TRACK 6OOT2O0-54 /— 60CR16 RUNNER INTERPLAM ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 3EAL: CONSULTANT: REVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR, SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGETT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, 'ROJECT NO: 2002.0721 DATE: S6 VAULT DOOR FRAMING 3/4"=1'-0" sa-0rr1 I CHECKED' f] wl ' 1Vc7J MODIFIED: 07/21/03 08:10:46 J:\A-J\AMSOUTH\2002.0721\02721S6.DWG 3/4'=1'-0' SiEHAN PLOTTED: 07/22/05 08:41:48 J:\A-J\AMSOUTH\2002.0721\02721S6.DWG 3/4'=1'-0' SIFJM ■ im s 4}; t y 1 �' ■ r ■ ■ ■ ■r ■ ■ INTERPLA far✓`}t it ,. r - rt >> x ARCHITECTURE 1... , ENGINEERING 12 INTERIOR DESIGN ff ' 12 7'S PROJECT MANAGEMENT 4 5 1P 12 12 7.5 (— 7.5 (T AA 003420 �r I CA 8660 r[, , R R 933 LEE ROAD, FIRST FLOOR ® m l 1 —4 (VERIFY) 1 —4' ORLANDO,FLORIDA 071645.5008 26'-8" VERIFY ' FX 407.629.9124 s ER1 VERIFY — 12" 14'-6 3/4" (VERIFY) ol t2" 14'-6 3/4" (VERIFY) SEAL: r i. - BEARING ( BEARING CL BEARING EDGE OF CL BEARING EDGE OF BEARING BEARING 1 t BEARING EDGE OF BEARING a RTI 1/411 1/41=1 -0RTb RT T 114 nT1 b ^ ffl :1 I_offff i ■ ■ ,.; 12 vtN t � 7.5 (— CONSULTANT: r 12 DIM. PER PLAN 63'-4" (VERIFY) 12 g" — 7.5 (— 7.5 �. 12 7.5 12 7.5 CL BEARING � BEARING � BEARING REVISIONS: RT2 1/8 1.=I -011 NO. DATE REMARKS 12" 14'-6.3/4" (VERIFY) 12" 14'-6 3/4" (VERIFY) 12" VERIFY 191, 13'-9 3/4' (VERIFY) 01 e. BEARING EDGE OF BEARING EDGE OF ` BEARING BEARING BEARING EDGE OF CL BEARING EDGE OF N \MVVS2 ;r BEARING BEARING 12 7.5 F L A�, RTI 5 1/411= 1 ff-o�l RTI 7 1/4 ff',1'-off RT8 114 �ff,11_offff I�T9 114 11=1 ff_011 a i� ;,. Y , ■ ■ f; ` ,°■ ■ ■ DIM. PER PLAN ■ ■ g" 64'-1" (VERIFY) AAMSOM BEARING BEARING BEARING 12 12 N 7.5 7.5F-12 12 7.5 �— 7,5 (— �'r c RT3 1,C2I1= 1 1_011 r iy i R $4< 7 I Q DIM. PER PLAN '� g" 63'-4" (VERIFY) g" VERIFY L12-, VERIFY N r �f! 12 12" VERIFY 7.5F EDGE OF CL BEARING EDGE OF AMSOUTH BEARING BEARING BEARING BEARING BEARING BEARING BEARING EDGE OF BEARING BANK DIM. PER PLAN BR.FL.C.DN.a 9 64'-1" (VERIFY) lei w 3815 ORLANDO DR. GTI 1/811 =1-o RTI 0 & RT 11 1/4 =1-o RTI 2 114 =1 -0 l u u 1 u _ l • SANFORD, FL ¢' a nJea�-sn ■ ■ ■ ■ BEARING BEARING. BEARING ■ ■ COPYRIGHT © 2003 } INTERPLAN LLC RESERVES ti COPYRIGHT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS RT4 1 /811=1 1.011 TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE r • ., 12 ■ PREPARED. REPRODUCTIONS, 7.5F — CHANGES OR ASSIGNMENTS ARE {PROHIBITED. R 12 12 7.5 (— 7.5F12 cv 7.5 (, 61 R 1 S�V lr ` ? DIM. PER PLAN ` r :{ g" 64'-1" (VERIFY) 1,-0„ " DIM. PER PLAN I VERIFY 9— 64'-1" (VERIFY) 140 '_Dr, PROJECT NO: 2002.0721 s} 12" VERIFY DATE: BEARING EDGE OF BEARING BEARING BEARING BEARING + BEARING EDGE OF BEARING BEARING C BEARING BEARING S7 tt w V\I\Alnz vr_ VVVV\A7 7VT\N 1 811= 1 loll GT2 1/811=11.011 RT13 1/411_11-0'1 RTI4 1/411= 11.011 RT5 / CHECKED: �+ t •a MODIFIED: 07/01/03 14:27:56 J:\A—J\AMSOUTFI\2002.0721\02721S7.DWG 1/8'-1'-0' LESNAG ". 'r PLOTTED: 07/22/03 08:41:30 J:\A—J\ANSOUTH\2002.0721\02711S7.DWG SIEHAN 0 PROVIDE DISC SWITCH, BACKDRAFT DAMPER AND ISOLATORS. ■ OUTSIDE AIR CALCULATIONS OUTDOOR AIR COOLED UNIT SCHEDULE AREA SQ. FT. SYMBOL MANUFACTURER/ MODEL NO. TOTAL COOLING CAPACITY MBH TOTAL HEATING CAPACITY MBH ® 27'F SUCTION TEMP ('F) LIQUID TEMP ('F) AMBIENT TEMP ('F) ELECTRICAL REMARKS VOLTS/PH/HZ UNIT MCA UNIT MOCP SENSIBLE BTUH O.A. TEMP KW STAGE VOLTS/PH./HZ. -- 120 -- 120 TELLERS HP -1 TRANE TWA120 126 77 45 120 95 208/3/60 53.8 80 HEAT PUMP (AHU-1) HP -2 TRANE TWA060 59 42 45 120 95 208/3/60 26 40 HEAT PUMP (AHU-2) CU -1 TRANE 2TTR0018 17 - - 45 120 95 208/1/60 10 15 CONDENSING UNIT (AHU-3) PROVIDE DISC SWITCH, BACKDRAFT DAMPER AND ISOLATORS. ■ OUTSIDE AIR CALCULATIONS AIR HANDLING UNIT SCHEDULE AREA SQ. FT. SYMBOL TOTAL CFM O.A. CFM E.S.P. (IN. W. C.) FAN H.P. COOLING CAP.(MBH) HEAT PUMP AUX, HEAT ELECTRICAL EQUAL TO TOTAL SENSIBLE BTUH O.A. TEMP KW STAGE VOLTS/PH./HZ. -- 120 -- 120 TELLERS 330 5 EF -1 400 0.5 1050 8 1/6 AHU-1 3970 580 1.2 3.0 121 84.7 77.2 27-F 26 2 208/3/60 TRANE TWE120 AHU-2 2000 470 0.63 3/4 59 41 42 27'F 15 2 208/3/60 TRANS TWE063 AHU-3 600 0 0.5 1/8 17 12 - - - - - - - - 208/1/60 TRANE TWE018 *PROVIDE AHU-1 AND AHU-2 WITH A SINGLE POINT WIRING CONNECTION FOR MOTOR AND ELECTRIC HEATER. PROVIDE DISC SWITCH, BACKDRAFT DAMPER AND ISOLATORS. ■ OUTSIDE AIR CALCULATIONS IN-LINE EXHAUST FAN SCHEDULE AREA SQ. FT. SYMBOL CFM S. P. (IN. W. C.' RPM MAX. SONES ELECTRICAL LOCATION TYPE DRIVE MANUF. INTERLOCK H. P. VOLTS/PH./HZ. -- WAITING 494 12 10 -- 120 -- 120 TELLERS 330 5 EF -1 400 0.5 1050 8 1/6 120/l/60 ABOVE CLG. INLINE DIRECT PENN AMU -1 TIMECLOCK EF -2 270 0.3 1050 1 8 1/6 120/1/60 ABOVE CLC. I CEILING I DIRECT I PENN AHU-1 TIMECLOCK PROVIDE DISC SWITCH, BACKDRAFT DAMPER AND ISOLATORS. ■ OUTSIDE AIR CALCULATIONS ZONE AREA SQ. FT. NO. OF PEOPLE OSA CFM / PERS OSA CFM / W.C. TOTAL OSA TOTAL OSA TO AHU-1 TOTAL OSA TO AHU-2 LOBBY 1696 16 20 -- 320 320 -- WAITING 494 12 10 -- 120 -- 120 TELLERS 330 5 20 -- 100 -- 100 WORKROOM 98 2 20 -- 40 40 -- MECH. 59 0 0 -- 0 0 -- TEL/ELEC 70 1 20 -- 20 20 -- WORKROOM 178 1 20 -- 20 -- 20 VAULT 133 0 0 -- 0 -- 0 CORRIDOR 102 -- 0.05 CFM/SQFT -- 5 -- 5 WORKROOM 284 1 20 -- 20 -- 20 JANITOR 34 1 0.05 CFM/SQFT -- 2 -- 5 WOMEN 141 -- -- 50 100 -- 100 MEN 141 -- -- 50 100 -- 100 CONFERENCE 151 4 10 -- 40 40 -- OFFICE 114 2 40 -- 80 80 -- OFFICE 114 2 40 -- 80 80 -- NOTE: PARTIAL SPACE PRESSURE TO BE RELIEVED BY EXHAUST FAN EF -1 AND EF -2. REMAINDER TO RELIEVE THRU BUILDING ENVELOPE 580 470 580 470 OSA REQUIRED ACTUAL AHU OSA I GENERAL NOTES 1. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT. AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT WITH ANY DRAINS, VENTS, MECH. PIPING OF ANY KIND, ELECTRICAL, ETC. 2. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE MOUNTED ON MANUFACTURER'S SUPPLIED EQUIPMENT CURB OR SUPPORT RAILS. EXCEPT FOR THE ROOF TOP A/C UNITS, WHICH WILL BE SUPPORTED ON STRUCTURAL BEAMS. ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS SHALL BE FLASHED WATERTIGHT (12" MIN.) ROOF CURBS SHALL BE 12" MINIMUM IN HEIGHT AND SHALL BE INSULATED. 3. FIELD VERIFY EXACT LOCATION OF ALL EQUIPMENT WITH ARCHITECT/OWNER PRIOR TO INSTALLTION. INFORM OWNER OF ANY EQUIPMENT ITEMS THAT REQUIRE RELOCATION. 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL WARRANTIES ON EQUIPMENT WHICH HE INSTALLS. THIS INCLUDES ALL CONDENSERS, REFRIGERANT LINES, AND OTHER ITEMS FURNISHED BY OTHERS AS WELL AS THOSE FURNISHED BY HIM. 5. CONDENSATE DRAINAGE FROM ROOF TOP UNITS SHALL BE TRAPPED AND RUN AS SHOWN ON DRAWINGS. 6. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. I 7. ALL FLEXIBLE DUCTS SHALL BE SUPPORTED EVERY 4'-0" WITH 2" WIDE GALV. STEEL BANDS. MINIMUM ONE PER EACH SECTION OF FLEXIBLE DUCT. MAXIMUM LENGTH OF FLEX DUCT SHALL BE C-0". 8. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 9. THIS CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH LIGHTING LAYOUTS AS REQUIRED. 10. THE CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND COOPERATION TO THE OTHER CONTRACTORS & TRADES AS REQUIRED FOR COMPLETION AND COORDINATION OF THE COMPLETE PROJECT. 12. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE FLASHED THROUGH "PATE" CURBS OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF, BY ROOFING CONTRACTOR. PROVIDE AMPLE SUPPLY TO ACCOMODATE ELECTRICAL CONDUIT PENETRATIONS . 13. THERMOSTATS SHALL BE LOCATED GENERALLY AS SHOWN BUT THEIR EXACT LOCATION SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH WALL MOUNTED WORK. 14. INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES, AND WITH LATEST ASHRAE PUBICATIONS. WORK SHALL BE NEAT AND WORKMANSHIP SHALL BE ACCEPTABLE TO BUILDING STANDARDS. 15. DURING THE BIDDING PERIOD, EACH CONTRACTOR SHALL VISIT THE SITE AND VICINITY TO DETERMINE THE EXISTING CONDITIONS INVOLED IN AND EXPECTED BY THE WORK r INDICATED BY ALL CONTRACT DOCUMENTS. CONTRACTOR'S FAILURE TO REASONABLY DETERMINE AND/OR ANTICIPATE THE EFFECT OF EXISTING CONDITIONS AND INVOLED THEREBY SHLL NOT BE JUSTIFICATION FOR ADDITIONAL COMPENSATION. FAILURE TO REASONABLY DETERMINE AND/OR ANTICIPATE 16. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE EXTRNALLY INSULATED GALVANIZED SHEET METAL DUCTWORK WITH MINIMUM THICKNESS THAT CONFORMS TO STANDARDS FOR PARTICULAR LOCAL CODES AND IN NO CASE HAVE AN R -VALUE OF NOT LESS THAN 6.0. ALL AIR OUTLETS SHALL HAVE VOLUME DAMPERS. 17. ALL EXHAUST AIR DUCTWORK SHALL BE MIN. 24 GA. GALV. SHEET METAL DUCTWORK, DUCTBOARD 1S NOT PERMITTED. 18. DUCT INSULATION CLOSURE SYSTEM SHALL CONSIST OF GLASSFABRIC AND NON MIGRATING MASTIC, SEAL AIR TIGHT. 19. BUILDING AIR SYSTEMS SHALL BE BALANCED PER DATA INCLUDED ON THE DRAWINGS TO ACHIEVE RELATIVE AIR VOLUMES AS INDICATED ON THE DRAWINGS AND SCHEDULED HEREIN. 20. THE CONTRACTOR SHALL ENGAGE AN INDEPENDENT AIR BALANCING AGENCY SUBSESEQUENT TO THE APPROVAL OF THE OWNERS REPRESENTATIVE. THE T&B AGENCY CAN ONLY ACT AS HIS OWN REPORTING AGENCY IF SUITABLE INSTRUMENTS HEREINAFTER REQUIRED ARE DEMONSTRATED TO BE PART OF HIS NORMAL PROCEDURE TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE. THE T&B AGENCY SHALL BE AABC OR NEBB CERTIFIED. 21. IT SHALL BE THE RESPONSIBILITY OF THIS T&B AGENCY TO PROVIDE THE LOCAL BLDG. DEPT. AND OWNER WITH PROPER TEST & BALANCE DATA ON AABC OR NEBB FORMS. 22. SMOKE DETECTORS REQUIRED IN DUCTWORK SHALL BE IONIZATION TYPE AND LISTED BY UL OR FM FOR DUCT INSTALLATION. DUCT DETECTORS SHALL BE PROVIDED WITH AN APPROVED DUCT HOUSING, MOUNTED EXTERIOR TO THE DUCT, AND SHALL BE PROVIDED WITH PERFORATED SAMPLING TUBES EXTENDING ACROSS THE WIDTH OF THE DUCT. ALSO PROVIDE SMOKE DETECTORS WITH A REMOTE ALARM INDICATOR WITH KEY SWITCH FOR RESET. ACTIVATION OF A DUCT DETECTOR SHALL CAUSE SHUTDOWN OF IT'S RESPECTIVE AIR CONDITIONING UNIT. CONTROL AND INTERLOCK WIRING SHALL RUN IN CONDUIT WHICH SHALL BE SIZED TO SUIT THE NUMBER, TYPE AND SIZE OF CONDUCTORS, SHALL BE PROVIDED BY THE CONTROL CONTRACTOR. CONTROL AND INTERLOCK WIRING SHALL BE SEPARATE FROM POWER WIRING OF DIVISION 16. ALL WIRING SHALL BE IN ACCORDANCE WITH DIVISION 16. 23. ALL HVAC WORK SHALL BE ACCORDANCE WITH NFC 90A 90B. 96, 54 AND NFC 101. LIFE SAFETY CODE. ■ I ■ ■ m I HVAC SYMBOL LEGEND F-",, z GRILLE OR REGISTER, CEILING FD FIRE DAMPER AND SLEEVE, PROVIDE ACCESS DOOR -- GRILLE OR REGISTER, SIDEWALL -' CONICAL SPIN -IN FITTING WITH BUTTERFLY DAMPER WALL MOUNTED THERMOSTAT NUMBER OF DUPLICAT AIR DEVICES DES[ NATED BY THIS SYMBOL (3) 3 NECK Sl E IN INCHES - (12 x12 AIR QUANTITY DE IVERED DEVICE IN CFM (L250 CFM FIRST THREE LETTERS REFERENCE AIR DEVICE (TYPE CDA) IN SPECIFICATIONS FOURTH CHARACTER INDICATES BLOW PATTERN (4 -WAY). AIR DEVICE LEGEND NO SCALE ABBREVIATIONS AB.CL'G ABOVE CEILING ABV. ABOVE AC ALTERNATING CURRENT AFF ABOVE FINISHED FLOOR ANSI AMERICAN NATIONAL STANDARD INSTITUTE APPROX. APPROXIMATELY ARCH. ARCHITECTURAL ATM ATMOSPHERE AVG AVERAGE BTU BRITISH THERMAL UNIT CFM CUBIC FEET PER MINUTE CONC. CONCRETE COND CONDENS(-ER, -ING,-ATION, -ATE) CONN. CONNECTION DEG OR DEGREE 0 DIAMETER DN, DOWN DWG. DRAWING r EA. EACH ELEC. ELECTRICAL ELEV. ELEVATION EQUIP. EQUIPMENT EXH EXHAUST 'F DEGREES FAHRENHEIT F. C. FORWARD CURVED FPM FEET PER MINUTE FT FOOT OR FEET GA GAGE OR GAUGE HP HORSE POWER HTR HEATER HVAC HEATING, VENTILATION AND AIR CONDITIONING HZ FREQUENCY IN. INCHES KW K I LO WATT MAX MAXIMUM MECH. MECHANICAL MFR. MANUFACTURER MIN MINIMUM MISC. MISCELLANEOUS N/A NOT APPLICABLE NC NOISE CRITERIA NEC NATIONAL ELECTRIC CODE OA OUTSIDE AIR % PERCENT P. D. PRESSURE DROP PH PHASE PRESS PRESSURE i PSI POUNDS PER SQUARE INCH RPM REVOLUTIONS PER MINUTE SEC SECOND SF SQUARE FEET SH SENSIBLE HEAT SPECS. SPECIFICATIONS STD STANDARD TEMP TEMPERATURE TOT TOTAL TYP TYPICAL UL UNDERWRITERS LABORATORIES VOL VOLUME W WATT W/ WITH COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL, PLUMBING, AND GENERAL CONTRACTORS. NO EXTRAS WILL BE GRANTED DUE TO INSTALLATION ERRORS CAUSED BY LACK OF COORDINATION. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF CEILING MOUNTED ITEMS. I r I IN*TERPLAN J ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 ■ CONSULTANT: I w REVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C,DN.4 3815 ORLANDO DR. SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER, RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR.VMICH THEY WERE PREPARED. R1 POODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: CHECKED: I ■ r MODIFIED: 07/01/03 12:34:21 J:\A-J\AMSWTH\2002.0721\02721NB.DWG 1/a'=1' -a' BAMW PLOTTED: 07/25/03 14:38:14 J:\A-J\AMSOUTH\2002.0721\02721MO.DWG I/8'=I'-0' ULIM ■ ■ ■ ■ PROVIDE A 4" CONCRETE PAD VERIFY SIZE WITH UNIT MFR. HVAC FLOOR PLAN 10x12 O.A.I: TAP INTO 12x36 R.A. 22x12 ' - i � � - _ =a � ^ 12X39 R.A. 36x 12 R.A. BEYOND R.A. PLENUM UNDER UNIT 1/8 11 _ -011 30x18 12X12 OSA ------ , - 36x16 O.A.I. ` LOUVER ----- - 4" CONC.- PAD (TYP.) 1 SECTION 'A -A' PROVIDE FULL TWO POSITION SIZE TRAPPEDg A. DAMPER CONDENSATE LINE lnP• 2) TO FLOOR DRAIN (TYP. BOTH AHU'S) 7 3OX 18 S.A. i S.D. I "HU V ! 1 A t n1 I i COVER OPENINGS WITH�I ! BIRDSCREEN S.D. 26X20 R.A. TRANSITION IN VERTICAL TO 44x12 MC OFFSET TO UNIT RA CONNECTION AGAINST WALL N 12x 14 OSA 1 X 12 O.A. 14" DEEP LINED R.A. PLENUM Fl 1 ND��„ LXN[, R��NFOR��D„ AITH NGLE IRON (TYP. BOTH UNITS) ` PROVIDE FULL SIZE TRAPPED CONDENSATE LINE TO FLOOR DRAIN (TYP. 2) - R.A. PLENUM UNDER UNIT PROVIDE FRONT FILTER ACCESS & REMOVAL (TYP.2) 1/4" = 1'-0" 12 SA. ON TOP-�CA!!�� — S.D. S.D. 36x 12 RA. BELOW S.A. DUCT COVER OPENINGS WITH--/ BIRDSCREEN O2 MECHANICAL ROOM A - 36x18 O.A. INTAKE LOUVER 18" DEEP LINED OSA PLENUM FULL SIZE OF LOUVER 14x12 OSA BELOW PROVIDE 4" HIGH CONCRETE PAD UNDER UNIT (TYP. 2) 44x10 R.A. DN. IN UNIT RA PLENUM A 1/411 = 1'-0" 0 NUMBER OF DUPLICAT AIR DEVICES DESI NATED BY THIS SYMBOL 3) NEC} S1" E IN INS (12 x12' AIR QUANTITY DELI DEVICE IN CFM (2 ■ ■ r INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT GENERAL NOTES: AA 003420 1. ALL 2x4 LIGHT FIXTURES ARE TO BE RETURN CA 8660 AIR TROFFERS RATED FOR 200 CFM EACH. COORDINATE WITH ELECTRICAL 2. PROVIDE AND INSTALL QTY (2) GREENHECK MODEL 0-1416 W/OPTIONAL CURB MOUNT AUTOMATIC POWERED ATTIC VENTILATORS, 1667 CFM, 1/6 HP. 110V/1PH WITH BUILT IN CONTROLS. INSTALL ON FLAT PORTION OF ROOF. 3. ALL ROOFTOP EQUIPMENT TO BE SUPPLIED PAINT GRIP FINISH, COLOR TO BE PER ARCHITECTS REQUEST, OR SPUN ALUMINUM. 4, GRAVIY INTAKE HOOD RATED FOR 1200 CFM 0 0.1" S.P. MINIMUM 1.4 SQ. FT. FREE AREA INTAKE. PRIOR TO INSTALLATION, VERIFY EXACT LOCATION WITH ARCHITECT. 5. ALIGN 48x6 LINEAR BAR GRILLES WITH 2'x4' LAY IN FIXTURES IN LOBBY. 6. THIS CONTRACTOR SHALL VERIFY, WITH OWNERS VENDOR, ALL EQUIPMENT AND DEVICES, ETC. AND ALL QUANTITIES PRIOR TO BID AND PROVIDE ALL ACCESSORIES NOT INCLUDED AND PART OF THE "OWNER -FURNISHED EQUIPMENT". CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT AND ACCESSORIES SHOWN WITHIN CONTRACT DOCUMENT. 7. PROVIDED MINIMUM 12X12 KEYHOLE OPENINGS IN ALL WALLS ABOVE CEILING WHICH EXTEND TO DECK TO ALLOW AIR TRANSFER BACK TO AHU. FIRST THREE LETTERS REFERENCE AIR DEVICE TYPE IN SPECIFICATIONS (CDA) 3) DA 1 2X1 2 FOURTH CHARACTER INDICATES 50 BLOW PATTERN (4 -WAY). O3 AIR DEVICE LEGEND NTS MECHANICAL LEGEND MOTOR OPERATED DAMPER MbD Z GRILLE OR REGISTER, CEILING FD FIRE DAMPER AND SLEEVE, PROVIDE ACCESS DOOR �-- GRILLE OR REGISTER, SIDEWALL CONICAL SPIN -IN FITTING WITH BUTTERFLY DAMPER Q WALL MOUNTED THERMOSTAT ABBREVIATIONS AB.CL'G ABOVE CEILING ABV. ABOVE AC ALTERNATING CURRENT AFF ABOVE FINISHED FLOOR ANSI AMERICAN NATIONAL STANDARD INSTITUTE APPROX. APPROXIMATELY ARCH. ARCHITECTURAL ATM ATMOSPHERE AVG AVERAGE BTU BRITISH THERMAL UNIT CFM CUBIC FEET PER MINUTE CU CONDENSING UNIT COND CONDENS(-ER, -ING,-ATION, -ATE) CONN. CONNECTION DEC OR ' DEGREE (D DIAMETER DN. DOWN DWG. DRAWING EA. EACH ELEC. ELECTRICAL ELEV. ELEVATION EQUIP. EQUIPMENT EXH EXHAUST 'F DEGREES FAHRENHEIT F.C. FORWARD CURVED FPM FEET PER MINUTE FT FOOT OR FEET GA CAGE OR GAUGE HP HORSE POWER HP HEAT PUMP HVAC HEATING, VENTILATION AND AIR CONDITIONING HZ FREQUENCY IN. INCHES KW KILOWATT MAX MAXIMUM MECH. MECHANICAL MFR. MANUFACTURER MIN MINIMUM MISC. MISCELLANEOUS N/A NOT APPLICABLE NC NOISE CRITERIA NEC NATIONAL ELECTRIC CODE OA OUTSIDE AIR PERCENT P.D. PRESSURE DROP PH PHASE PRESS PRESSURE PSI POUNDS PER SQUARE INCH RPM REVOLUTIONS PER MINUTE SEC SECOND SF SQUARE FEET SH SENSIBLE HEAT SPECS. SPECIFICATIONS STD STANDARD TEMP TEMPERATURE TOT TOTAL TYP TYPICAL UL UNDERWRITERS LABORATORIES VOL VOLUME W WATT W/ WITH COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL, PLUMBING, AND GENERAL CONTRACTORS. NO EXTRAS WILL BE GRANTED DUE TO INSTALLATION ERRORS CAUSED BY LACK OF COORDINATION. REFER TO ARCHITECTURAL. REFLECTED CEILING PLANS FOR EXACT LOCATIONS Or CEILING MOUNTED ITEMS. i CONSULTANT: 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 r REVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR. SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO: 2002.0721 DATE: �1 CHECI(1=D: ■ r AIOD1FlED:07/15/03 09:40:49 J:\A-J\iUASOUhi\2002.0721\02721111.DWG I/8"=1'-0' SCOTHO PLOTTED: 07/15/03 09:41:21 J:\A-J\AAISOUhi\2002.0721\027211A1.DY1C 1/8'=I'-0' SCOT1x) ° ATTACH TO STRUCTURE — USING ANGLE IRON OR UNISTRUT CHANNELS AS REQUIRED. rj THREADED STEEL HANGING FLEXIBLE DUCT RODS SIZED TO SUPPORT CONNECTION TWO TIMES THE FAN WEIGHT, MINIMUM 3/8" DIAMETER EXHAUST FAN TYPE 3 OPEN SPRING ISOLATORS DUCTWORK —« AIRFLOW PROVIDE GROUNDING STRAP THRUST RESISTING --- —� SPRING ISOLATOR DUCT SUPPORTED ACROSS ALL FLEXIBLE DUCT WITHIN 12" OF FAN CONNECTIONS (TYPICAL) INLINE EXHAUST FAN DETAIL NO SCALE ALUMINUM CONSTRUCTION BIRDSCREEN ALL AROUND FOAM RUBBER GASKET APPLIED i0 UNDER SIDE I L OF ROOF CAP PRE—FABRICATED ROOF CURB ROOF INSULATION z ROOF CONSTRUCTION 18 GAUGE SHEETMETAL SLEEVE BY 18CA. SLEEVE HVAC CONTRACTOR. FASTEN TO ROOF DECK. GRAVITY TYPE BACKDRAFT DAMPERS GENERAL NOTES: 1. PREFABRICATED ROOF CURB INSULATION SHALL BE NOT LESS THAN 1 1/2 IN. THICK. ROOF EXHAUST FAN DETAIL - FLAT ROOF NO SCALE SIZE TRANSFORMER i0 ACCOMDOATE MULTIPLE CONTACTS AS SHOWN 208V/24 TRANSFORMER FAN AUX. INTERPLAN ARCHITECTURE MOTORIZED DAMPER IN 16x8 ENGINEERING RECTANGULAR SUPPLY DUCT SUPPLY RIGID ROUND RUNOUT SERVING DINTERIOR DESIGN ELECTRICAL ROOM TO CLOSE WHEN HEATING MODE of PROJECT MANAGEMENT AHU-2 ENERGIZES AA 003420 © IRI 60' 60 CA 8660 CONICAL SPIN—IN FITTING WITH BUTTERFLY DAMPER FLEX DUCT — DIFFUSER 1 `— CEILING TYPICAL DIFFUSER RUN --OUT DETAIL NO SCALE M COPPER COPPER OR BRASS FITTINGS '0 ATMOSPHERE ,,� .�", , ,JR DRAIN OR CONNECT TO AIR—CAP FITTING. "A" DIMENSION = 8 + 3/4 FAN STATIC PRESSURE "B" DIMENSION = 1" FOR UNIT CAPACITY LESS THAN 2000 CFM 1 1/4" FOR UNIT CAPACITY BETWEEN 2001 AND 5000 CFM CONDENSATE DRAIN DETAIL NO SCALE 3/8 INCE ROD 2 PER SIDE FAN 1 5/8 UNISTRUT FAN CURB DETAIL NO SCALE PDSITW AHU-1 & 2 CONTROL O.A. DAMPER AHU-2 SIMILAR ° NO SCALE EF -1 do 2L_ CONTACT TECH SCREW 22 GAUGE STRAP 4 CORNERS A/C CURB 208V/24 TRANSFORMER 3/8 INCH SCREW FAN AUX. LEAD ANCHOR I PER SIDE ON OFF I c I I I �AUTO ( FAN CONTACTOR U FAN AUX. Y 1 Rc C CLG CONTACTOR _ HONEYWELL H—O—A COOLING EQUIPMENT SHALL BE INSTALLED LEVEL SAME OTHER SIDE F FAN PCODNCRETE ONLY THERMOSTAT CONDENSOR MOUNTING DETAIL AHU - 3 CONTROL NO SCALE HIGH LIMIT THERMOSTAT z4V BY MECHANICAL ~� CONTRACTOR MOD AHU-2/MOD CONTROL NO SCALE 'LAMS DAMPER WITH JADRANT. } AIR FLOW A" x B" C"0 AIR FLOW } 10x6 8 208/3/60 TYPE 1 12x8 10 TYPE 2 16x8 12 22x8 14 T T T TYPICAL DUCT TAKE -OFF DETAIL CLG./HTG LIQ. LINE TYPE 2: FOR MAIN SUPPLY DUCT DEPTH IS EQUAL C TO INDOOR L CONTACT SOLVALVE OUTDOOR TO OR SMALLER THAN TAKE -OFF ROUND DUCT SIZE) �_� UNIT UNIT NO SCALE FILTER MIN. 10' CLEARAN OUTDOOR UNIT CONTROLS NO SCALE PROVIDE LOUVER WITH SUFFICIENT DEPTH TO ALLOW REVEAL INTO BRICK FACE AS SHOWN BYPASS LINE BALL VALVE BRI( VENE LIQUID LINE FILTER - DRIER DETAIL NO SCALE INTERNALLY INSULATED RA DUCT MTG. BRACKETS 1" SECONDARY CONDENSATE DRAIN TO TERMINATE BELOW CEILING DIRECTLY ABOVE MOP SINK IN JANITORS CLOSET EXTE WALI �--- ALL THREAD ROD (TYP.) 2 SUSPENDED AIR HANDLER AHU-3 (HANG AS TIGHT TO STRUCTURE AS POSSIBLE) 5-i T 1-1/2"X1/4" 1111 11T BAR FRAME, 0 6" 0. C., 1/2" STEEL WELD DUCT SLEEVE W/ CONT. BEAD DUCT W/INT INSULATION 1/2" BULLS TOOL PROOF, STEEL SLEEVE ROUND DUCT WITH 'ER STUD WALL SECURITY BAR DETAIL NO SCALE BOLT TO STRUCTURE TYPE 3 OPEN SPRING ISOLATORS (TYP. 4) 2" DEEP GALVANIZED STEEL AUXILARY --- DRAIN PAN ON UNISTRUT CHANNEL. 1" PRIMARY CONDENSATE DRAIN SUSPEND SEPARATE FROM AHU TO MOP SINK IN JANITORS CLOSET I INTERNALLY INSULATED SA DUCT FLEXIBLE CONNECTION WITH COPPER JUMPER 1 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 I CONSULTANT: REVISIONS: NO. DATE REMARKS I■■1 ■ ri. AMSOUTH BANK BR.FL.C.DNA 3815 ORLANDO DR. SANFORD, FL 1 1 COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: CEILING HUNG AIR HANDLER DETAIL MZ NO SCALE CHECKED: ■ ■ ■ ■ MODIFIED: 07/01/03 12:31:39 J:w-J\AMSOUTH\2002.0721\027211A2.DWC I/8"=1'-0" t3ARMAR F'IOTTED: 07/25/03 14:38:09 J:�-J\AAISOUTH\2002.0721\02721M2.DwC t/8"=1'-0" ULIDRA E_ ______, ON OFF I C (� AUTO I SMOKE FAN CONTACTOR DETECTOR FAN AUX. Rc Y 1 I CONTACT C AF1U-2 CLG. CONTACTOR DUCT --�� R H I ONLY HI—LIMIT I W 1 C 1111 C 1STSTAGE IHEAT I PUMP AIR FLOW 0C SWITCH W2 I AUX. HEAT AUX. TCS— BASYS CONTA _ CONTROLLER � I RIB INTERPLAN ARCHITECTURE MOTORIZED DAMPER IN 16x8 ENGINEERING RECTANGULAR SUPPLY DUCT SUPPLY RIGID ROUND RUNOUT SERVING DINTERIOR DESIGN ELECTRICAL ROOM TO CLOSE WHEN HEATING MODE of PROJECT MANAGEMENT AHU-2 ENERGIZES AA 003420 © IRI 60' 60 CA 8660 CONICAL SPIN—IN FITTING WITH BUTTERFLY DAMPER FLEX DUCT — DIFFUSER 1 `— CEILING TYPICAL DIFFUSER RUN --OUT DETAIL NO SCALE M COPPER COPPER OR BRASS FITTINGS '0 ATMOSPHERE ,,� .�", , ,JR DRAIN OR CONNECT TO AIR—CAP FITTING. "A" DIMENSION = 8 + 3/4 FAN STATIC PRESSURE "B" DIMENSION = 1" FOR UNIT CAPACITY LESS THAN 2000 CFM 1 1/4" FOR UNIT CAPACITY BETWEEN 2001 AND 5000 CFM CONDENSATE DRAIN DETAIL NO SCALE 3/8 INCE ROD 2 PER SIDE FAN 1 5/8 UNISTRUT FAN CURB DETAIL NO SCALE PDSITW AHU-1 & 2 CONTROL O.A. DAMPER AHU-2 SIMILAR ° NO SCALE EF -1 do 2L_ CONTACT TECH SCREW 22 GAUGE STRAP 4 CORNERS A/C CURB 208V/24 TRANSFORMER 3/8 INCH SCREW FAN AUX. LEAD ANCHOR I PER SIDE ON OFF I c I I I �AUTO ( FAN CONTACTOR U FAN AUX. Y 1 Rc C CLG CONTACTOR _ HONEYWELL H—O—A COOLING EQUIPMENT SHALL BE INSTALLED LEVEL SAME OTHER SIDE F FAN PCODNCRETE ONLY THERMOSTAT CONDENSOR MOUNTING DETAIL AHU - 3 CONTROL NO SCALE HIGH LIMIT THERMOSTAT z4V BY MECHANICAL ~� CONTRACTOR MOD AHU-2/MOD CONTROL NO SCALE 'LAMS DAMPER WITH JADRANT. } AIR FLOW A" x B" C"0 AIR FLOW } 10x6 8 208/3/60 TYPE 1 12x8 10 TYPE 2 16x8 12 22x8 14 T T T TYPICAL DUCT TAKE -OFF DETAIL CLG./HTG LIQ. LINE TYPE 2: FOR MAIN SUPPLY DUCT DEPTH IS EQUAL C TO INDOOR L CONTACT SOLVALVE OUTDOOR TO OR SMALLER THAN TAKE -OFF ROUND DUCT SIZE) �_� UNIT UNIT NO SCALE FILTER MIN. 10' CLEARAN OUTDOOR UNIT CONTROLS NO SCALE PROVIDE LOUVER WITH SUFFICIENT DEPTH TO ALLOW REVEAL INTO BRICK FACE AS SHOWN BYPASS LINE BALL VALVE BRI( VENE LIQUID LINE FILTER - DRIER DETAIL NO SCALE INTERNALLY INSULATED RA DUCT MTG. BRACKETS 1" SECONDARY CONDENSATE DRAIN TO TERMINATE BELOW CEILING DIRECTLY ABOVE MOP SINK IN JANITORS CLOSET EXTE WALI �--- ALL THREAD ROD (TYP.) 2 SUSPENDED AIR HANDLER AHU-3 (HANG AS TIGHT TO STRUCTURE AS POSSIBLE) 5-i T 1-1/2"X1/4" 1111 11T BAR FRAME, 0 6" 0. C., 1/2" STEEL WELD DUCT SLEEVE W/ CONT. BEAD DUCT W/INT INSULATION 1/2" BULLS TOOL PROOF, STEEL SLEEVE ROUND DUCT WITH 'ER STUD WALL SECURITY BAR DETAIL NO SCALE BOLT TO STRUCTURE TYPE 3 OPEN SPRING ISOLATORS (TYP. 4) 2" DEEP GALVANIZED STEEL AUXILARY --- DRAIN PAN ON UNISTRUT CHANNEL. 1" PRIMARY CONDENSATE DRAIN SUSPEND SEPARATE FROM AHU TO MOP SINK IN JANITORS CLOSET I INTERNALLY INSULATED SA DUCT FLEXIBLE CONNECTION WITH COPPER JUMPER 1 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 I CONSULTANT: REVISIONS: NO. DATE REMARKS I■■1 ■ ri. AMSOUTH BANK BR.FL.C.DNA 3815 ORLANDO DR. SANFORD, FL 1 1 COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: CEILING HUNG AIR HANDLER DETAIL MZ NO SCALE CHECKED: ■ ■ ■ ■ MODIFIED: 07/01/03 12:31:39 J:w-J\AMSOUTH\2002.0721\027211A2.DWC I/8"=1'-0" t3ARMAR F'IOTTED: 07/25/03 14:38:09 J:�-J\AAISOUTH\2002.0721\02721M2.DwC t/8"=1'-0" ULIDRA E_ NOTES: MILLI 1. SEE PLANS FOR SIZE; WATER HAMMER ARRESTOR SIZED ACCORDING TO PLUMBING AND DRAINAGE INSTITUTE (PDI) RATING. 2. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. WATER HAMMER ARRESTOR (Y NTS INTERIOR WALL / EXTERIOR WALL a NOTE: WIDTHS OF WALLS NOT TO SCALE. SEE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS. �- CLEANOUT "T" BRANCH WITH THREADED PLUG ,_ JLLLYL rr rra���r r ,.ALL, BUILDING FOUNDATION COORDINATE WITH OTHER 'TRADES. SEAL AS REQUIRED. ■ TO DAYLIGHT AT SIDE OF CURBING; SEE ARCHITECTURAL FOR LOCATION. CAST IRON SOIL PIPE OR PVC PIPE - SIZE AND SLOPE AS SPECIFIED 5 PRIMARY ROOF DRAIN NTs WATTS NO. 36A VACUUM RELIEF THERMOMETER VALVE OR EQUAL) OR DIP TUBE CONNECTION HOT WATER TO SYSTEM CHECK VALVE (TYP) COLD WATER �.- TO HEATER �ALL VA VE TYP[CAL� EXPANSION TANK - SEE SCHEDULE FOR SIZE GALVANIZED NIPPLE (TYPCIAL) A.S.M.E. TEMPERATURE AND PRESSURE RELIEF VALVE WATER HEATER PIPE FULL SIZE TO NEAREST SEE PLANS FOR (SEE PLANS I SINK OR FLOOR DRAIN; SEE PIPE SIZES FOR SIZE) PLANS FOR LOCATION All— DIELECTRIC UNION (TYPICAL) DRAIN PAN Cl PIPE CONNECTION SIZE TO EST DRAIN VALVE FLOOR DRAIN OR SINK WALL MOUNTED SHELF WALL 4 FEET ABOVE FLOOR (MAXIMUM) I Y I FINISHED FLOOR 6 ELEC. WATER HEATER—WALL MOUNTED NTS 1 ■ ■ BRASS PLUG TO SOIL OR WASTE FITTING OR EXTENSION AS REQUIRED NICKEL BRONZE TOP: SEE SPECIFICATION SECTION 15430 FOR CLEANOUT COVER FEATURES. r FINISHED FLOOR I OR WALK TRANSITION GASKET O FLOOR CLEAN—OUT �r �- MINIMUM 1/2 INCH COLD WATER LINE TRAP PRIMER VALVE - SINGLE SUPPLY TUBE ISTRIBUTION UNIT CAN SERVE MULTIPLE LOOR DRAINS) MINIMUM 1/2 INCH COPPER PRIMER LINE TO FLOOR DRAIN SOIL OR WASTE CLEANOUT PLUG ROUND SECURED CHROME COVER WALL NTS O WALL CLEANOUT rrrs WATER TRAP ■ NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2. INSTALL IN A MANNER WHICH PROVIDES EASY ACCESS FOR CLEANING. 3. SPACE PRIMERS AT A MINIMUM OF 40 FEET APART ON COMMON SUPPLY LINE. 4. PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE FINISHED FLOOR FOR EVERY TWENTY FEET OF PRIMER LINE. 5. SEE MANUFACTURER'S CUT SHEETS FOR INSTALLATION DIMENSIONS. FLOOR DRAIN TRAP PRIMER DISTRIBUTION UNIT SHEET LEAD FLASHING; MOP IN WITH ROOFING MATERIAL i\ MINIMUM 12 INCHES MIN. 12' TURN LEAD DOWN INTO STACK (CANNOT RESTRICT FLOW OF AIR) VENT CAP ROOFING INSULATION `- ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED (PROVIDE FIRE RATED CAULKING WHEN REQUIRED BY LOCAL CODES) INCREASER (WHEN REQUIRED) VENT STACK OR STACK VENT O VENT THROUGH ROOF rrrs FINISHED FLOOR SEWER GASES NITS J.R. SMITH 4225 CAST IRON CLEANOUT —� WITH COVER & "T" HANDLE ASPHALT —*— ----- ;. PAVING ry GRANULAR BASE —I I I -- (-I I I EXTENSION - SAME SIZE AS SEWER, UP TO 4 INCHES SEE SPECIFICATIONS FOR MATERIAL ■ -18 INCH BY 18 INCH BY 6 INCH THICK CONCRETE PAD FINISHED GRADE LONG SWEEP SEE PLANS FOR SIZE 1/4 BEND OR COMBINATION 'Y' AND 1/8 BEND II � 4 EXTERIOR CLEANOUT NTS POLYETHYLENE DOME 15-1/4 INCH DIAMETER - COMBINED FLASHING CLAMP AND GRAVEL STOP 5-1/4 INCHES ADJUSTABLE EXTENSION SLEEVE LOW POSITION HIGH POSITION 1-1/4 INCHES MINIMUM 4-1%4 INCHES MAXIMUM 4 INCHES MINIMUM 2-1/2 INCHES MAXIMUM 3-3/4 1-1/8 INCHES MINIMUM 5 INCHES INCHES REVERSIBLE COLLAR UNDERDECK CLAMP I A I GASKETS —111 IN -CCH-+ A = DRAIN PIPE SIZE DIAMETER 9 PRIMARY ROOF DRAIN DETAIL NTS ■ 2" EXTERIOR WATER DAM POLYETHYLENE DOME 15-1/4 INCH DIAMETER COMBINED FLASHING CLAMP AND GRAVEL STOP 5-1/4 INCHES ADJUSTABLE EXTENSION SLEEVE LOW POSITION HIGH POSITION 1-1/4 INCHES MINIMUM 2-1/4 INCHES MINIMUM 1 2-1/2 INCHES MAXIMUM 4-1/4 INCHES MAXIMUM3-3/4 1-1/8 INCHES MINIMUM 5 INCHES INCHES REVERSIBLE COLLAR UNDERDECK CLAMP A GASKETS 11 INCH A = DRAIN PIPE SIZE DIAMETER 10 EMERGENCY OVERFLOW ROOF DRAIN DETAIL NTS ■ e ■ ■ PLUMBING LEGEND SOIL OR WASTE PIPING --------- VENT LINE COLD WATER LINE • - HOT WATER LINE SL STORM DRAIN LINE OSL OVERFLOW STORM DRAIN LINE REL RELIEF VALVE LINE DP DRAIN PAN DISCHARGE LINE BALL VALVE BALANCING VALVE CHECK VALVE O+_ PIPE TURNING UP (OR UP AND DOWN) C -i-- PIPE TURNING DOWN P- TRAP WH -1 i—U- WALL HYDRANT FD -1 `OQC- FLOOR DRAIN (FINISHED AREA) FD -2 `OAC- UTILITY FLOOR DRAIN TPDU-X TRAP PRIMER DISTRIBUTION UNIT WHA -X WATER HAMMER ARRESTOR ECO 0— EXTERNAL CLEANOUT WCO I (--- WALL CLEANOUT SCO II-- STORM LINE CLEANOUT PLUMBING ABBREVIATIONS ABV. ABOVE AFF . r ARCH. ARCHITECTURAL TO DAYLIGHT AT SIDE OF CURBING; SEE ARCHITECTURAL FOR LOCATION. CAST IRON SOIL PIPE OR PVC PIPE - SIZE AND SLOPE AS SPECIFIED 5 PRIMARY ROOF DRAIN NTs WATTS NO. 36A VACUUM RELIEF THERMOMETER VALVE OR EQUAL) OR DIP TUBE CONNECTION HOT WATER TO SYSTEM CHECK VALVE (TYP) COLD WATER �.- TO HEATER �ALL VA VE TYP[CAL� EXPANSION TANK - SEE SCHEDULE FOR SIZE GALVANIZED NIPPLE (TYPCIAL) A.S.M.E. TEMPERATURE AND PRESSURE RELIEF VALVE WATER HEATER PIPE FULL SIZE TO NEAREST SEE PLANS FOR (SEE PLANS I SINK OR FLOOR DRAIN; SEE PIPE SIZES FOR SIZE) PLANS FOR LOCATION All— DIELECTRIC UNION (TYPICAL) DRAIN PAN Cl PIPE CONNECTION SIZE TO EST DRAIN VALVE FLOOR DRAIN OR SINK WALL MOUNTED SHELF WALL 4 FEET ABOVE FLOOR (MAXIMUM) I Y I FINISHED FLOOR 6 ELEC. WATER HEATER—WALL MOUNTED NTS 1 ■ ■ BRASS PLUG TO SOIL OR WASTE FITTING OR EXTENSION AS REQUIRED NICKEL BRONZE TOP: SEE SPECIFICATION SECTION 15430 FOR CLEANOUT COVER FEATURES. r FINISHED FLOOR I OR WALK TRANSITION GASKET O FLOOR CLEAN—OUT �r �- MINIMUM 1/2 INCH COLD WATER LINE TRAP PRIMER VALVE - SINGLE SUPPLY TUBE ISTRIBUTION UNIT CAN SERVE MULTIPLE LOOR DRAINS) MINIMUM 1/2 INCH COPPER PRIMER LINE TO FLOOR DRAIN SOIL OR WASTE CLEANOUT PLUG ROUND SECURED CHROME COVER WALL NTS O WALL CLEANOUT rrrs WATER TRAP ■ NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2. INSTALL IN A MANNER WHICH PROVIDES EASY ACCESS FOR CLEANING. 3. SPACE PRIMERS AT A MINIMUM OF 40 FEET APART ON COMMON SUPPLY LINE. 4. PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE FINISHED FLOOR FOR EVERY TWENTY FEET OF PRIMER LINE. 5. SEE MANUFACTURER'S CUT SHEETS FOR INSTALLATION DIMENSIONS. FLOOR DRAIN TRAP PRIMER DISTRIBUTION UNIT SHEET LEAD FLASHING; MOP IN WITH ROOFING MATERIAL i\ MINIMUM 12 INCHES MIN. 12' TURN LEAD DOWN INTO STACK (CANNOT RESTRICT FLOW OF AIR) VENT CAP ROOFING INSULATION `- ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED (PROVIDE FIRE RATED CAULKING WHEN REQUIRED BY LOCAL CODES) INCREASER (WHEN REQUIRED) VENT STACK OR STACK VENT O VENT THROUGH ROOF rrrs FINISHED FLOOR SEWER GASES NITS J.R. SMITH 4225 CAST IRON CLEANOUT —� WITH COVER & "T" HANDLE ASPHALT —*— ----- ;. PAVING ry GRANULAR BASE —I I I -- (-I I I EXTENSION - SAME SIZE AS SEWER, UP TO 4 INCHES SEE SPECIFICATIONS FOR MATERIAL ■ -18 INCH BY 18 INCH BY 6 INCH THICK CONCRETE PAD FINISHED GRADE LONG SWEEP SEE PLANS FOR SIZE 1/4 BEND OR COMBINATION 'Y' AND 1/8 BEND II � 4 EXTERIOR CLEANOUT NTS POLYETHYLENE DOME 15-1/4 INCH DIAMETER - COMBINED FLASHING CLAMP AND GRAVEL STOP 5-1/4 INCHES ADJUSTABLE EXTENSION SLEEVE LOW POSITION HIGH POSITION 1-1/4 INCHES MINIMUM 4-1%4 INCHES MAXIMUM 4 INCHES MINIMUM 2-1/2 INCHES MAXIMUM 3-3/4 1-1/8 INCHES MINIMUM 5 INCHES INCHES REVERSIBLE COLLAR UNDERDECK CLAMP I A I GASKETS —111 IN -CCH-+ A = DRAIN PIPE SIZE DIAMETER 9 PRIMARY ROOF DRAIN DETAIL NTS ■ 2" EXTERIOR WATER DAM POLYETHYLENE DOME 15-1/4 INCH DIAMETER COMBINED FLASHING CLAMP AND GRAVEL STOP 5-1/4 INCHES ADJUSTABLE EXTENSION SLEEVE LOW POSITION HIGH POSITION 1-1/4 INCHES MINIMUM 2-1/4 INCHES MINIMUM 1 2-1/2 INCHES MAXIMUM 4-1/4 INCHES MAXIMUM3-3/4 1-1/8 INCHES MINIMUM 5 INCHES INCHES REVERSIBLE COLLAR UNDERDECK CLAMP A GASKETS 11 INCH A = DRAIN PIPE SIZE DIAMETER 10 EMERGENCY OVERFLOW ROOF DRAIN DETAIL NTS ■ e ■ ■ PLUMBING LEGEND SOIL OR WASTE PIPING --------- VENT LINE COLD WATER LINE • - HOT WATER LINE SL STORM DRAIN LINE OSL OVERFLOW STORM DRAIN LINE REL RELIEF VALVE LINE DP DRAIN PAN DISCHARGE LINE BALL VALVE BALANCING VALVE CHECK VALVE O+_ PIPE TURNING UP (OR UP AND DOWN) C -i-- PIPE TURNING DOWN P- TRAP WH -1 i—U- WALL HYDRANT FD -1 `OQC- FLOOR DRAIN (FINISHED AREA) FD -2 `OAC- UTILITY FLOOR DRAIN TPDU-X TRAP PRIMER DISTRIBUTION UNIT WHA -X WATER HAMMER ARRESTOR ECO 0— EXTERNAL CLEANOUT WCO I (--- WALL CLEANOUT SCO II-- STORM LINE CLEANOUT PLUMBING ABBREVIATIONS ABV. ABOVE AFF ABOVE FINISHED FLOOR ARCH. ARCHITECTURAL B.F.F. BELOW FINISHED FLOOR CO CLEANOUT CW COLD WATER DN. DOWN DWG. DRAWING ECO EXTERNAL CLEANOUT FD FLOOR DRAIN FT FOOT OR FEET FR FROM GPH GALLONS PER HOUR GPM GALLON PER MINUTE HR HOUR(S) HW HOT WATER IN. INCHES LBS POUNDS MAX MAXIMUM MIN MINIMUM ORL OVERFLOW RAIN LEADER OSL OVERFLOW STORM LINE PSI POUNDS PER SQUARE INCH RL RAIN LEADER SCO STORM LINE CLEANOUT SL STORM LINE SPECS. SPECIFICATIONS TP TRAP PRIMER TYP. TYPICAL VTR VENT THROUGH ROOF WCO WALL CLEANOUT WH WALL HYDRANT ■ r INTERPLAN '-,' I r r ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: -A CONSULTANT: IREVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C.DN.4 3815 ORLANDO DR. SANFORD, FL 1 r COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: CHECKED: uoDIF1ED:a7/e1/e3 12:31;es J:�-J�AAISOUIFI\2002.0721\02721P0.DwC 1/8'=1'-a' EiAR61AR PLOTTED: 07/25/03 14:38:04 J:\A—J\ANSOUTH\2002.0721\02721P0.DWG i/8"=1'-0' ULIDRA r ■ ■ ■ DISCHARGE PRIMARY STORM LINE ARCOHITEH DE FRB CTURAL OFOR LOCCATIbN EE\ 4" SL_T V) INVERT = 3.18 FEET BELOW 2" VS FINISHED FLOOR 4 W` ECO SEE CIVIL SITE PLAN-�..p-- FOR CONTINUATION - L4" 2" VS 3" W`. NOTE: COORDINATE VENT THROUGH THE ROOF LOCATION WITH MECHANICAL OUTSIDE AIR INTAKES; MINIMUM 10'-0" SEPARATION DISTANCE -z" of ski urtni rn S 4' DOWNSPOUT NOZZLE AT 20" ABOVE GRADE; SPILL ON GRADE 4' ORL DN. WITH CO PLUMBING FLOOR PLAN- GRAVITY PIPING 1/811=11-011 3� SITE ,o��` Iv�p j IN. 5EE GO v� .01 / / 3ti J I3� dTR Z'' Sk`1 � Z 3� �N% N. I /� ell / 110, I u 3 WASTE AND VENT RISER NO SCALE FO' Z EXPANSION TANK SCHEDULE TAG MANUFACTURER MODEL NO. SERVING MAX. WORKING TOTAL VOLUME TANK DIAMETER TANK HEIGHT PRESSURE (PSIG) (GALLONS) (INCHES) (INCHES) ET -1 AMTROL THERM-X-TROL ST -5 EWH-1 150 2.0 8 1 12.5 FIXTURE CONNECTION SCHEDULE ITEM DESCRIPTION WATER IN. WASTE (IN.) VENT (IN.) REMARKS COLD HOT P.D.I. UNITS FIXTURE REMARKS UNITS WHA -A ZURN Z-1700, #100 A WC WATER CLOSET (HANDICAP) 1/2 ---- 4 2 FLUSH TANK LAV LAVATORY (HANDICAP) 1/2 1/2 1-1/4 2 WALL HUNG SK SINK 1/2 1/2 1-1/2 2 IN BREAK ROOM EWC DRINKING FOUNTAIN (HANDICAP) 1/2 - - - - 1-1/2 Z -- M8 JANITOR'S MOP RECEPTOR 1/2 1/2 3 2 CORNER UNIT 3� SITE ,o��` Iv�p j IN. 5EE GO v� .01 / / 3ti J I3� dTR Z'' Sk`1 � Z 3� �N% N. I /� ell / 110, I u 3 WASTE AND VENT RISER NO SCALE FO' Z EXPANSION TANK SCHEDULE TAG MANUFACTURER MODEL NO. SERVING MAX. WORKING TOTAL VOLUME TANK DIAMETER TANK HEIGHT PRESSURE (PSIG) (GALLONS) (INCHES) (INCHES) ET -1 AMTROL THERM-X-TROL ST -5 EWH-1 150 2.0 8 1 12.5 WATER NEATER WATER HAMMER ARRESTOR SCHEDULE SYMBOL MANUFACTURER MODEL NO. SYSTEM QTY. TAG MANUFACTURER MODEL NO. P.D.I. UNITS FIXTURE REMARKS UNITS WHA -A ZURN Z-1700, #100 A 1-11 WHA -B ZURN Z-1700, #200 B 12-32 3� SITE ,o��` Iv�p j IN. 5EE GO v� .01 / / 3ti J I3� dTR Z'' Sk`1 � Z 3� �N% N. I /� ell / 110, I u 3 WASTE AND VENT RISER NO SCALE FO' Z EXPANSION TANK SCHEDULE TAG MANUFACTURER MODEL NO. SERVING MAX. WORKING TOTAL VOLUME TANK DIAMETER TANK HEIGHT PRESSURE (PSIG) (GALLONS) (INCHES) (INCHES) ET -1 AMTROL THERM-X-TROL ST -5 EWH-1 150 2.0 8 1 12.5 ELECTRIC WATER NEATER TRAP PRIMER DISTRIBUTION UNIT SCHEDULE SYMBOL MANUFACTURER MODEL NO. SYSTEM QTY. TAG MANUFACTURER PRIMER MODEL NUMBER OF SUPPLY DISTRIBUTION DRAINS TUBE UNIT TOTAL LENGTH OF MINIMUM MOUNTING PRIMER LINE (FEET) HEIGHT (FEET) TP -1 PPP INC. PR -500 PRIME -RITE 1 - -- 12 1 6 TPDU-1 PPP INC. PR -500 PRIME -RITE 2 SS -8 DU -2 20 1 ABOVE CEILING ELECTRIC WATER NEATER SCHEDULE SYMBOL MANUFACTURER MODEL NO. SYSTEM QTY. ELEMENT EWT LWT ('F) ('F) STORAGE RECOVERY TANK HEIGHT TANK DIAMETER REMARKS (GAL.) RATE (GPM) (INCHES) (INCHES) EWH-1 A.O. SMITH DEL -10 DOMESTIC 1 1500 WATTS 50 110 10 1 10 118-1/4 18 208/1/60 INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 ■ CONSULTANT: REVISIONS: NO. DATE REMARKS I AMSOUTH BAN K BR.FL.C.DN.4 3815 ORLANDO DR. SANFORD, FL rwl i COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2002.0721 DATE: L 04 CHECKED: MODIFIED 07/01/03 12:32:07 J:\A-J\AMSOUTH\2002.0721\02721P1.DWG 1/8'=1'-0' i MAR PLOTTED: 07/25/03 14:37:58 J:\&-J\AMSOUTH\2002.0721\02721P1.DWG 1/8"=1'-0' ULIUM I f, A ■ , • ItyTCRPL/aN .� ARD: RP-' 1 VOLTAGE: 120 208_ PANELBOARD: �_ PANEL TYPE: NQOD MAINS: 225 AMP, MLO NEMA TYPE ENCLOSURE: 1 MOUNTING: RECESSED - 4 PHASE: . 3 WIRE. MAINS RATING: 225 AMP , OPTIONS: EQUIP. OND. BAR SERIES AIC RATING: OPTIONS: FEED-jHRU LUGS NOTE: :'BOLT -ON �BREAKERS SIZE CKT/ 6 KR BRKR. POLE WIRE / SIZE OPTS TRIP 1 P20 12 1P20 1 12 LOAD DESCRIPTION LTG -ELECT, RM/VAULT/BRKRM LTG -LOBBY OFFICES (b) A AMP = A CKT' CONNECTED LOAD (AMPS) NO. PHASE -A' PHASE -B PHASE -C 1 8.4 8.8 3 9.1 9.6 CKT. NO. 2 4 LOAD DESCRIPTION ,, ;, LTG -LOBBY (o) LTG -LOBBY (c) WIRE BKR. POLE/ BRKR SIZE TRIP OPTS 12 1 1`20 12 1P20 1 P20 12 LTG-TELLERS/CASH VAULT 5 ' 6 ' LTS-WORKRM OFFICES ENTRY 12 VOLTAGE: 120 208 PHASE: 3 WIRE: 4 SERIES AIC RATING: 22,000 12 12 LTG -ENTRY LTG -CANOPY 7 2.5 - 9 P P A 8 10 SPARE SPARE 12 12 PANELBOARD: . -` _ 12 LTG -CANOPY 11 4.5 11.3 t < LTG -SITE 8 PANEL TYPE:.. I -LINE RATING: - 400 AMP MAINS: 400 AMP, MLO MAINS R I OPTIONS: LTS- EXT: SIGN 13 12.0 11.3 SPARE 15 4.0 - 16 NIGHT DEPOSIT 12 , --- - 1P20 NEMA TYPE ENCLOSURE: 1 MOUNTING: RECESSED OPTIONS: EQUIP. OND, B AR NOTE: BOLT -ON BREAKERS 15 8.0 11.3 16 LTG -SITE 8 2P20 1P20 12 SiGN-SITE 17 8.0 11.3 BKR. --- ' Y 1P20 12 CKT/ 'BKR. CONNECTED LOAD (AMPS) _ A CKT. WIRE POLE/ BRKR. 12 r 1P20 12 WORKROOM RECEPTACLESCNTR T WIRE LOAD DESCRIPTION CKT. BRKR. POLE/ -B NO. R PTION LOAD DESCRIPTION SIZE TRIP OPTS 12 2P20 i P20 12 MECH ROOM/EXT. RECEPTACLES SIZE OPTS TRIP NO. PHASE -A PHASE PHASE -C 24 --- - -- 1P20 1 12 RECEPTS.-DYPK/FRONT EXT..25 4.0 6.026 31`200 SEE RP -7P 1 168.2 43.0 2 HP -1 SEE 3P80 1P20 ! ' C SPARE 27 - 9.0 -- RISER -- 175.8 43.0 - RISER - 12 RECEPT.-COPIER FAX 29 6.0 4:5 30 EF -1, EF -2 206.0 43.0 --- DIAL. -- CASHROOM RECEPTACLES 31 8.0 8.0 32 -- DIAG. --- 72.2 4 AHU-1 (HEAT) SEE 31`100 CASHROOM RECEPTACLES 33' 8.0 8.0 34 RECEPTS.-TELLER 31`40 SEE HP -2 1P20 1P20 12 RECEPT- WORKROOM 35 6.0 10.0 36 EXHAUST FANS -LOBBY 12 J20.8, 20:8 72.2 - 12 SMOKE DETECTOR 37 1.0 4.0 38 RECEPTS- QYPK AULT 12 20.8 72.2 --- DIAG. - 1 39 I' 40 WORKROOM RECEPTACLES -- DIAG. --- . 41.6 6 AHU-2 (HEAT) SEE 31`60 1 41 3P20 SEE AHU-1 42 WORKROOM RECEPTACLES 12 RISER --- 10.6 41.6 - CONNECTED SUB TOTALS- A 95.0 908.0 102.0 PANEL FEEDER AMPACITY - 200A PANEL MAIN AMPACITY - 225A 79 - - 80 SPACE -- DIAG. --- 10.6 41.6-- - SPACE 81 - - 82 SPACE 7 3.5 0.0 8 SURGE SUPPRESSOR - 3P50 - - 31`15 SEE AHU-2 SPACE - RISER--- CONNECTED SUB TOTALS -0 73.2 67.8 104.0 CONNECTED PHASE TOTALS 168.2 175.8 206.0 PANEL FEEDER AMPACITY - 200A PANEL MAIN AMPACITY - 225A �'° --- DIAG.-- ' 21`100 SEE RP -UPS 9 43.0 - 10 SPACE I' RISER -- 41.0 - --- __ ` DiAG. r NOTES: CONNECTED SUB TOTALS- A 402:9 408.5 397.7 , PANEL FEEDER AMPACITY - 400A ■ PANEL MAIN AMPACITY - 400A ARD: RP-' 1 VOLTAGE: 120 208_ PANELBOARD: �_ PANEL TYPE: NQOD MAINS: 225 AMP, MLO NEMA TYPE ENCLOSURE: 1 MOUNTING: RECESSED - 4 PHASE: . 3 WIRE. MAINS RATING: 225 AMP , OPTIONS: EQUIP. OND. BAR SERIES AIC RATING: OPTIONS: FEED-jHRU LUGS NOTE: :'BOLT -ON �BREAKERS SIZE CKT/ 6 KR BRKR. POLE WIRE / SIZE OPTS TRIP 1 P20 12 1P20 1 12 LOAD DESCRIPTION LTG -ELECT, RM/VAULT/BRKRM LTG -LOBBY OFFICES (b) A AMP = A CKT' CONNECTED LOAD (AMPS) NO. PHASE -A' PHASE -B PHASE -C 1 8.4 8.8 3 9.1 9.6 CKT. NO. 2 4 LOAD DESCRIPTION ,, ;, LTG -LOBBY (o) LTG -LOBBY (c) WIRE BKR. POLE/ BRKR SIZE TRIP OPTS 12 1 1`20 12 1P20 1 P20 12 LTG-TELLERS/CASH VAULT 5 6.4 8.8 6 ' LTS-WORKRM OFFICES ENTRY 12 i P20 1P20 1P20 12 12 LTG -ENTRY LTG -CANOPY 7 2.5 - 9 15.8 - 8 10 SPARE SPARE 12 12 1P20 1P20 1P20 12 LTG -CANOPY 11 4.5 11.3 12 LTG -SITE 8 21`20 1P20 12 LTS- EXT: SIGN 13 12.0 11.3 SPARE 15 4.0 - 16 NIGHT DEPOSIT 12 14 --- - 1P20 1P20 12 SIGN -SITE 15 8.0 11.3 16 LTG -SITE 8 2P20 1P20 12 SiGN-SITE 17 8.0 11.3 18 --- - �- 1P20 12 WORKROOM REFRIGERATOR/CCTV 19 12.0 9.0 20 RECEPTS.-MICROWAVE 12 11`20 1P20 12 WORKROOM RECEPTACLESCNTR 21 10.0 7.2 22 WATER HEATER 12 2P20 i P20 12 MECH ROOM/EXT. RECEPTACLES 23 6.0 7,2 24 --- - -- 1P20 1 12 RECEPTS.-DYPK/FRONT EXT..25 4.0 6.026 62 LOBBY COPIER 12 1 P20 1P20 - SPARE 27 - 9.0 28 RECEPTS-EWC/RR/BRKRM - 1P20 1P20 12 RECEPT.-COPIER FAX 29 6.0 4:5 30 EF -1, EF -2 112 iP20 1P20 12 CASHROOM RECEPTACLES 31 8.0 8.0 32 RECEPTS.-TELLER 12 1P20 1P20 12 CASHROOM RECEPTACLES 33' 8.0 8.0 34 RECEPTS.-TELLER 12 1P20 1P20 12 RECEPT- WORKROOM 35 6.0 10.0 36 EXHAUST FANS -LOBBY 12 1P20 1P20 12 SMOKE DETECTOR 37 1.0 4.0 38 RECEPTS- QYPK AULT 12 1P20 1P20 12 WORKROOM RECEPTACLES 1 39 6.0 6.0 40 WORKROOM RECEPTACLES 12 1P20 1P20 12 WORKROOM RECEPTACLES 1 41 1 6.0 6.0 42 WORKROOM RECEPTACLES 12 iP20 NOTES: - CONNECTED SUB TOTALS- A 95.0 908.0 102.0 PANEL FEEDER AMPACITY - 200A PANEL MAIN AMPACITY - 225A 79 - - 80 SPACE PANELBOARD RP -2 VOLTAGE 120/208 _ PANEL TYPE NQOD MAINS . 225M . P, MLO D NE MA TYPE ENCLOSURE 1 MOUNTING . RECESSED PHASE 33 WIRE 4 MAINS RATING 225 AMP OPTIONS EQUIP. GND. BAR SERIES AIC RATING 10,000 OPTIONS .0 TE BOLT -ON BREAKERS SIZE CKT/ BKR. BRKR. POLE WIRE / SIZE OPTS TRIP LOAD DESCRIPTION CKT. CONNECTED LOAD (AMPS) = A N0. PHASE -A PHASE -0 PHASE -C C� N0. LOAD DESCRIPTION WIRE BKR' BRKR POLE/ SIZE OPTS TRIP 1P20 12 CANOPY -BLOWER 43 12.0 24.0 LETTER (FILL) COLOR: EMERGENCY =WHITE 44 LANE 2 10 1P30 i P20 12 : CANOPY -BLOWER X45 12.0 24.0 46 LANE 3 10 1 1`30 1P20 12 CANOPY -BLOWER 47 12.0 24.0 48 LANE 4 10 1P20 1P20 - SPARE 49 - 2.0 SPARE 15 4.0 - 16 NIGHT DEPOSIT 12 50 CASH MACHINE 12 1P20 1P20 - SPARE 51 - 2.0 52 AUDIO SWITCHER 12 1P20 1 P30 10 ATM 53 24.0 6.0 54 LTS- 0/C LIGHTS - 1P20 W20 .- SPARE 55 - 4.0 56 SIGN -CANOPY ATM - 1P20 2P20 10 AHU-3 57 8.8 3.0 58 VAULT DOOR 12 1 P20 J9 8.8 3.2 60 CU -3 10 2P20 1P20 12 RECEPTACLE- CUBICLE 61 4.0 3.2 62 --- -- 1P20 12 RECEPTACLE- CUBICLE 63 4.0 10.0 64 CONTROL BOX (DRIVETHRU) 12 J 1P20 12 RECEPTACLE- OFFICE 65 4,0 10.0 66 CONTROL BOX (DRiVETHRU 12 1P20 12 RECEPTACLE- OFFICE 67 4.0 10.0 68 CONTROL BOX DRIVETHRU 12 iP20 12 RECEPTACLE- OFFICE 69 4.0 - 70 SPACE 12 1P20 M 12 RECEPTACLE- CONF. RM. 71 4,0 8.0 72 COUNTERETTE 12 1P20 12 RECEPTACLE- ELECT. RM 73 2.0 8.0 74 COUNTERETTE 12 1P20 SPACE 75 - - 76 SPACE - 1p 1P - SPACE 77 - 78 SPACE - 1p 1P - SPACE 79 - - 80 SPACE 1P 1P - SPACE 81 - - 82 SPACE 11` I SPACE 83 - - 84 SPACE NOTES: CONNECTED SUB TOTALS -0 73.2 67.8 104.0 CONNECTED PHASE TOTALS 168.2 175.8 206.0 PANEL FEEDER AMPACITY - 200A PANEL MAIN AMPACITY - 225A ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 5660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: CONSULTANT: it j• f4.0 BRKR. POLE/ OPTS I0 SIZE LOAD NO PHASE -A PHASE -B N0. 22.6 KW SRP -UPS 120 240 PHASE 1 WIRE 3� SERIES AIC RATING 10,000 NAMEPLATE COLOR: LETTER (FILL) COLOR: EMERGENCY =WHITE OFFICE 1 5.0 5.0 2 OFFICE 12 i, 11`20 PANELBOARD VOLTAGE - --- 100 AMP, MLO MAINS RATING 225 AMP OPTIONS EMERGENCY RED NORMAL _WHITE NORMAL = BLACK 11`20 12 DRIVE-THRU TELLER RECEPTACLE 7 2.0 - 8 SPARE 12 PANEL TYPE NQOD MAINS 1P20 12 TELLER 9 4.0 10 TELLER 12 1P20 11`20 12 TELLER 11 4.0 4.0 12 TELLER 12 NEMA TYPE ENCLOSURE 1 MOUNTING RECESSED OPTIONS EQUIP. CND. BAR NOTE BOLT -ON BREAKERS TELLER 13 4.0 - 14 SPARE - ABBREVIATIONS 11`20 - SPARE 15 4.0 - 16 NIGHT DEPOSIT 12 1P20 11`20 BKR. M RECEPTS 12 R 0 EGE TELEPHONE ROOM WIREMULD 17 6.0 5.0 18 TELEPHONE 0 11`20 11`20 12 TELEPHONE ROOM WIREMOLD 19 6.0 5.0 20 TELEPHONE ROOM RECEPTS 12 CKT/ BKR. WIRE DESCRIPTION _ CKT. CONNECTED LOAD (AMPS) - A CKT: WIRE POLE BRKR, LOAD. DESCRIPTION SIZE / OPTS OFFICE 21 4.0 4.0 22 OFFICE 12 REVISIONS' 11`20 it j• f4.0 BRKR. POLE/ OPTS I0 SIZE LOAD NO PHASE -A PHASE -B N0. 22.6 KW HEATING/COOLING: COOL: ELECTRIC HEAT: TRIP KW KW X 1P2 12 OFFICE 1 5.0 5.0 2 OFFICE 12 11`20 11`20 - SPARE 3 - 4.0 4 WORKROOM COMPUTER 12 DRIVE-THRU TELLER RECEPTACLE 5 2.0 6 SPARE 12 1P20 11`20 11`20 .12 11`20 12 DRIVE-THRU TELLER RECEPTACLE 7 2.0 - 8 SPARE 12 11`20 1P20 12 TELLER 9 4.0 10 TELLER 12 1P20 11`20 12 TELLER 11 4.0 4.0 12 TELLER 12 1P20 1P20 12 TELLER 13 4.0 - 14 SPARE - 11`20 11`20 - SPARE 15 4.0 - 16 NIGHT DEPOSIT 12 1P20 11`20 12 M RECEPTS 12 R 0 EGE TELEPHONE ROOM WIREMULD 17 6.0 5.0 18 TELEPHONE 0 11`20 11`20 12 TELEPHONE ROOM WIREMOLD 19 6.0 5.0 20 TELEPHONE ROOM RECEPTS 12 1P20 1P20 12 OFFICE 21 4.0 4.0 22 OFFICE 12 1 P20 11`20 12 OFFICE 23 4.0 4.0 24 OFFICE 12 1P20 1P SPACE 25 26 SPARE - 1P20 11`20 12 RECEPTACLE- COPIER 27 4.0 28 SPACE 1P 1P SPACE 29' 30 SPACE 11` LOAD CALCULATIONS: LIGHTING LOAD 18.1 KW X 125% = 22.6 KW HEATING/COOLING: COOL: ELECTRIC HEAT: 34.9 69.0 KW KW X 100% = 69.0 KW MISCELLANEOUS POWER: 55.1 KW X 65% = 35.8 KW 127.4 KW/ V 3 x 208 VOLTS = TOTAL KW = 353.6 127.4 KW AMPERES A AMPERES NO. DATE REMARKS T' RP-3H T AIC AMPERES' INTERRUPTING CAPACITY i AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE C CONDUIT RACEWAY CU COPPER ---ZATTACH NAMEPLATE EM EMERGENCY I WITH 2 SCREWS EX EXISTING G GROUND ELECT, PANEL NAMEPLATE H MOUNTING HEIGHT ABOVE FINISHED r FLOOR TO CENTERLINE. NTS HP HORSE POWER KCMIL THOUSAND CIRCULAR MILS ■ ■ MTD MOUNTED ■ CONNECTED PHASE TOTALS -A ARAC" MU 43 0 41.0 NEC NATIONAL ELECTRICAL CODE NL NIGHT LIGHT NOTES: ALL RECEPTACLES CONNECTED TO THIS PANEL SHALL BE ORANGE IN COLOR LETTER FONT 1/2" SIMPLEX P POLES LETTER (FILL) COLOR: BLACK PH PHASES PANEL FEEDER AMPACITY - 100A NAMEPLATE COLOR: RED UON UNLESS OTHERWISE NOTED PANEL MAIN AMPACITY 225A 2 3/4" V VOLTS W WIRES WP WEATHERPROOF, NEMA 3R. UPS -21n 2 RECEPTACLE NAMEPLATE GENERAL NOTES LEGEND NTS � "A". AMSOUTH ELECTR I CAL— N OTES:O CEILING OUTLET: SURFACE OR RECESSED AS NOTED. LUMINAIRE TYPE BRANCH CIRCUIT: CONCEALED IN CEILING, WALL, OR IN CEILING SLAB. W.G. AND 1 2" CONDUIT (GALVANIZED) MINIMUM. CONDUCTORS SHALL ® CEILING OUTLET: EXIT LIGHT, SEE LUMINAIRE SCHEDULE. BANK 1., BRANCH CIRCUITS #12 A, / FOR TYPE INSULATION. BRANCH CIRCUIT: CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. BE 98% CONDUCTIVITY COPPER, SEE SPECIFICATIONS CEILING OUTLET: RECESSED FLUORESCENT LUMINAIRE SINGLE OR CONTINUOUS AND TERMINATED WITH LENGTHS AS SHOWN, LUMINAIRE TYPE "U" (TYPICAL). BRANCH CIRCUIT: HOMERUN TO PANELBOARD AND 20A., 11`., BREAKER, UNLESS 2. ALL BRANCH CIRCUIT CONDUIT SHALL BE GALVANIZED "EMT, JOINED OTHERWISE NOTED. BR.FL.C.DN.4 COMPRESSION TYPE STEEL FITTINGS, 1/2" CONDUIT MINIMUM. ® CEILING OUTLET: RECESSED FLUORESCENT LUMINAIRE - SINGLE. OR CONTINUOUS NOTE: HASHMARKS INDICATE NUMBER OF CONDUCTORS. SHORT HASHMARKS _ LENGTHS AS SHOWN, HASHMARKS INDICATE -EMERGENCY FIXTURE. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY COORDINATE HIS WORK WITH OTHER INDICATE NEUTRAL CONDUCTORS MECHANICAL CONTRACTORS THROUGH THE GENERAL CONTRACTOR O CEILING OUTLET: SURFACE OR STEMMED FLUORESCENT LUMINAIRE 3815 ORLANDO DR. � BRANCH PANEL: SEE SCHEDULE AND SPECIFICATIONS. FOR SPACE REQUIREMENTS, ETC. SINGLE .OR. CONTINUOUS LENGTHS AS SHOWN. ® 4. VERIFY LOCATION OF ALL FLOOR OUTLETS BEFORE INSTALLATION. Q� CEILING OUTLET: JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT, CIRCUIT #1. ® POWER PANEL: SEE SCHEDULE AND SPECIFICATIONS. SANFORD, FL 5. MOUNTING HEIGHTS OF ALL WALL OUTLETS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: a WALL OUTLET: WALL MOUNTED INCANDESCENT TYPE LUMINAIRE. CD JUNCTION BOX. ■ WALL SWITCHES 4'-0"H. JUNCTION BOXES 1 0_"6"H RELAY: SURFACE MOUNTED. RECEPTACLES, GENERAL 1'-6"H. TELEPHONE 1 6"H• � WALL OUTLET: DUPLEX RECEPTACLE, 20A.,125V.,2P.,3W:,NEMA 5=20R: HUBBELL #5252. ® COPYRIGHT ©2003 RECEPTACLE 20A:,125V.,2P.,3W:,NEMA 5 20R. HUBBELL #5252. m+ NON-FUSED DISCONNECT SWITCH. INTERPLAN LLC RESERVES WALL OUTLET: DUPLEX, MANUAL FIRE ALARM STATION -4'-0"H, BRACKET OVER MIRROR 6'-6"H. OR AS DIRECTED.COPYRIGHT &OTHER RIGHTS LIGHTING PANELS 4'-6"H. EXIT LIGHT CENTERLINE ABOVE DOOR, ® ABOVE CEILING. [�+ FUSED` DISCONNECT SWITCH. H THE NATIONAL ELECTRICAL WALL OUTLET: DUPLEX RECEPTACLE, 20A.,125V.,2P.,3W.,45'H. RESTRICTING THESE DOCUMENTS 6. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH UNLESS OTHERWISE NOTED. SEE ELECTRICAL NOTES. CEILING EXHAUST FAN TO THE ORIGINAL SITE OR CODE AND LOCAL ORDINANCES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL °"Q WALL OUTLET: ELECTRIC WATER ,COOLER RECEPTACLE,- 20A.,125V.,2P.,3W.,NEMA 5-20R T MANUAL MOTOR STARTER THERMAL SWITCH. WALL .MOUNT 5'-6"H, OR AT MOTOR -SEE DTL PURPOSE FOR WHICH THEY WERE NECESSARY PERMITS. HUBBELL 5361. VERIFY EXACT HEIGHT AND LOCATION PRIOR TO R TOPS # ® PHOTO -CELL: SEE DETAIL THIS SHEET PREPARED. REPRODUCTIONS, VERIFY EXACT HEIGHT OF ALL COUNTER INSTALLATION. CHANGES OR ASSIGNMENTS ARE 7. ELECTRICAL CONTRACTOR SHALL E WALL OUTLET: DUPLEX RECEPTACLE, `WEATHERPROOF, 20A.,125V:,2P.,3W.,NEMA 5-20R, P VOICE/DATA SYSTEM: WALL OUTLET WITH 3/4"C. STUBBED TO ABOVE ACCESSIBLE AND BACKSPLASHES ON CASEWORK SHOP DRAWINGS, AND CHANGE SPECIFIED S PROHIBIT ED. " 4 MOUNTING HEIGHT OF WALL OUTLETS INDICATED AS REQUIRED SO THAT BOTTOM HUBBELL #5252 W/" SLATER #3780. CEILING UNLESS OTHERWISE CIRCUITED. OF OUTLET BOX IS 2" ABOVE TOP OF BACKSPLASH OR IF NO BACKSPLASH IS "'p= WALL OUTLET: ISOLATED GROUND DUPLEX RECEPTACLE, 20A.,125V.,3W.,NEMA 5=20R. T° TELEPHONE SYSTEM: 3/4" PLYWOOD PAINTED 2 COATS BLUE ENAMEL, 48" X 48" UNLESS USED, 4" ABOVE COUNTERTOP. HUBBELL #IG5362. SHOWN OTHERWISE: PROVIDE 1 #6-3/4"C. TO MAIN SERVICE GROUND.' AL CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING WALL OUT[ F. DOUBLE DUPLEX RECEPTACLE,' 20A.,125V.'13W,,NEMA 5-20R '. 8. THE ELECTRIC TWO HUBBELL. #5252 W/ SINGLE PLATE. L; REQUIRED TO DO THIS WORK, REPAIRING OF WORK SHALL BE COMPARABLE TO WORK /°� CLOSED CIRCUIT T.V. SYSTEM: EMPTY CONDUIT WITH PULLSTRING FOR VIDEO CIRCUIT. GUT: PAINT TO MATCH ADJACENT SURFACES OR AS DIRECTED BY ARCHITECT. Q- WALL OUTLET: JUNCTION BOX. MINIMUM SIZE CONDUIT 3/4". FURRED CEILING SPACES AND OUTLET: PLUG-IN STRIP WIREMOLD V20GBA18, LENGTH AS, REQUIRED, COMPLETE TELEPHONE SYSTEM: 3/4" BRANCH. CIRCUIT CONDUIT WITH NYLON FISH CORD 9. ALL CIRCUITS SHOWN CONCEALED SHALL BE RUN IN FU "® WALL OU LE # SHALL BE CONCEALED IN CONCRETE SLAB ONLY WHEN NO FURRED CEILING SPACE W/ ALL''NECESSARY FITTINGS, ETC., AS REQUIRED. MOUNT AS DIRECTED UNLESS SHOWN OTHERWISE. � BY ARCHITECT. /ate ALARM SYSTEM: EMPTY CONDUIT WITH PULLS TRING FUR SECURITY SYSTEM CIRCUIT, I IS PROVIDED. MINIMUM SIZE CONDUIT 3/4". VERIFY ALL DOOR SWINGS WITH ARCHITECTURAL BEFORE ROUGHING LIGHT SWITCHES. WALL OUTLET GROUND FAULT INTERRUPTER RECEPTACLE, TERMINAL 20A•, 125V., 21`.,: 3W., 10.P&S NO. 1591. CCN Q� WALL OUTLET: DUPLEX. 20A.,125V.,3W.;NEMA '.5-20R. 'HUBBELL' #5362. T NO. 2,0721 11. ALL CONDUIT CONCEALED, UNLESS SPECIFICALLY SHOWN EXPOSED. PROJECT 200 Q CEILING OUTLET: JUNCTION BOX FOR CCTV CAMERA, CAMERA BY OTHERS. TING LUMINAIRES FOR EXACT TYPE MOUNTING AND DATE: 12. CONTRACTOR SHALL CHECK ALL LIGH � WALL SWITCH: A:C. TYPE, 1 -POLE, 15A., 125/277V., HUBBELL # t 101: REQUIRED BEFORE ROUGHING IN: MD CEILING OUTLET: JUNCTION BOX FOR MOTION DETECTORS, DETECTOR BY OTHERS. SPACE REQ 125/277V., 'HUBBELL #1.102. O ! : WALL- SWITCH: A.C. TYPE, 2 -POLE, 15A., VERIFY EXACT LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGHING IN. LOCATE IN CEILING SPACE 13. J WALL SWITCH; A.C. TYPE, 3 -WAY, 15A., 125/�77V., HUBBELL' #1103. ' 14. FOR COLOR OF, -ALL .SWITCHES, RECEPTACLES, COVERPLATES AND OTHER DEVICE OUTLETS of WALL` SWITCH; DRIVE-IN TELLER SWITCH -SINGLE POLE DOUBLE THROW, MAIN CONTROL, S UJ CEILING .OUTLET: JUNCTION BOX FOR SMOKE DETECTORS, DETECTOR BY OTHERS. SEE SPECIFICATIONS (EXCEPTION- SEE #15) CENTER OFF - 15A., 277V., HUBBELL #1381EO ., rr nnnnPrc im rnl nD rn\/f7PPI ATf-S r , LAMPS J . MARK:. FDA2 N0. 2' TYPE F32T8 RE835 / -VOLTS, 120 DESCRIPTION RECESSED AIR HANDLING F UOR L ECENT TROFFER, 2X4. LAY -IN REGRESSED ALUMINUM DOOR WITH WHITE FINISH, 0.125 A-12 CLEAR ACRYLIC LENS. SPECIAL OPTIONS & NOTES , " ,i j�J,■ 5,. F32T8/RE835 p RECESSED AIR HANDLING FLUORECENT TROFFER, E 2X4. LAY -IN REGRESSED ALUMINUM DOOR WITH WHITE FINISH, • F ( -' 2SPGA232-RW-Al2.125-120�GMF-GEB-EL MLO 10 9 8 7 6 5 4 3 2 1 0.125 A-12 ' CLEAR. ACRYLIC -LENS. -LUMINAIRE SCHEDULE _ LAMPS . MARK:. FDA2 N0. 2' TYPE F32T8 RE835 / -VOLTS, 120 DESCRIPTION RECESSED AIR HANDLING F UOR L ECENT TROFFER, 2X4. LAY -IN REGRESSED ALUMINUM DOOR WITH WHITE FINISH, 0.125 A-12 CLEAR ACRYLIC LENS. SPECIAL OPTIONS & NOTES MANUFACTURER LITHONIA CATALOG NUMBER 2SPGA232-RW-Al2.125-120=GMF-GEB EDA2.'• 5,. F32T8/RE835 120 RECESSED AIR HANDLING FLUORECENT TROFFER, E 2X4. LAY -IN REGRESSED ALUMINUM DOOR WITH WHITE FINISH, ,WITH EMERGENCY BATTERY PACK LITHONIA' -' 2SPGA232-RW-Al2.125-120�GMF-GEB-EL MLO 10 9 8 7 6 5 4 3 2 1 0.125 A-12 ' CLEAR. ACRYLIC -LENS. FDA3 8 F32T8 RE835 _120 RECESSED AIR HANDLING FLUORECENT TROFFER' 2'X4' LAY -IN REGRESSED ALUMINUM DOOR WITH WHITE FINISH, LITHONIA 2SPGA332-RW-Al 2.125-120-GMF-GEB 0.125 A-12 CLEAR ACRYLIC LENS, EDA3 3 F32T8/RE835 . 120 RECESSED AIR HANDLING FLUORECENT "TROFFER, 2'X4' LAY -IN REGRESSED ALUMINUM DOOR WITH WHITE FINISH, WITH EMERGENCY BATTERY PACK LITHONIA - _ _ _ - _ 2SPGA332 RW Al2.125 120 GMF GEB EL 0.125 A-12 CLEAR ACRYLIC LENS. ; FDC3 38 F32T8/RE835 120 RECESSED AIR HANDLING FLUORECENT 3" DEEP PARABOLIC LOUVERED LUMINAIRE, 2'X4' LAY -IN. 18 CELL, LOW LITHONIA 2PM3GA332-18-120 -LD-GMF-GEB IRIDESCENCE SEMI -SPECULAR ANODIZED ALUMINUM BAFFLE. EDC3 5 F32T8/RE835 120 RECESSED AIR HANDLING FLUORECENT 3" DEEP PARABOLIC LOUVERED LUMINAIRE, 2'X4' LAY -IN. 18 CELL, LOW WITH EMERGENCY BATTERY PACK LITHONIA 2PM GA -1 - 3 332 8 120-,LD-GMF-GEB-EL IRIDESCENCE SEMI -SPECULAR ANODIZED ALUMINUM BAFFLE. FP2 1 F32T12/RE835 120 FLUORESCENT STRIP FIXTURE, 4'-01, BAKED WHITE PROVIDE WITH WIREGUARD LITHONIA C240-120-GMF-WG9 2 1 F32TI2 RE835 120 FLUORESCENT STRIP FIXTURE, 4'-01, BAKED WHITE PROVIDE WITH WIREGUARD WITH EMERGENCY BATTERY PACK LITHONIA G240-120-GMF-WG9=EL AF 2/13TT -7AR ASL,:., FRTC 9 F13DOXT4/SPX35 120 RECESSED COMPACT FLUORESCENT WALLWASHER, 7" DIAMETER APERTURE, CLEAR LOW -IRIDESCENT ALZAK LITHONIA REFLECTOR, WHITE TRIM RING, HIGH POWER FACTOR. OC .4 LED 120 RECESSED OPEN/CLOSE SIGNAL LIGHT WITH HOOD, UL LISTED FOR WET LOCATIONS, RED AND GREEN ZEDS, RECESSED. SIGNAL "TECH TCL718 OPEN/CLOSED MAH3 SEE SHEET E2 400MH/FR 208 POLE MOUNTED METAL HALIDE LUMINAIRE,SINGLE HEAD: TYPE III DISTRIBUTION, SEE SHEET E2 FOR POLE HEIGHT. POLE: LITHONIA ID INDICATED ON SITE PLAN, E-2 LITHONIA AS2-400M-SR3-208-SPA-DF , MAH4 SEE SHEET # E2 400MH/FR 208 POLE MOUNTED METAL HALIDE LUMINAIRE,STNGLE HEAD: TYPE III DISTRIBUTION, SEE SHEET E2 FOR POLE HEIGHT. POLE: LITHONIA ID INDICATED ON SITE PLAN, E-2 LITHONIA AS2-40OM-SR3-208-SPA-DF MLD 22 MXR100 120 RECESSED METAL HALIDE DOWNLIGHT, 7" DIAMETER APERTURE (NOMINAL), CLEAR SEMI -DIFFUSED LOW IRIDESCENT LITHONIA AH 100M TAR LD 120 REFLECTOR, UL LISTED FOR DAMP LOCATIONS, WHITE TRIM RING, 120V; MWD 1 MXR100 120 WALL MOUNTED. METAL HALIDE WAL-PAK, DIE CAST ALUMINUM HOUSING WITH SPECULAR ANODIZED LITHONIA TWH 100 M120 REFLECTOR AND HIGH POWER FACTOR BALLAST, MTD. 10'-0"AFG, 120V; . UC 2 13W T5 120 LOW -PROFILE UNDERCABINET LIGHT WHITE FINISH WITH CLEAR ACRYLIC LENS LITHONIA ILESWIG UC-21-120-LPWW XAR WITH UNIT 120 , LED SELF -POWERED SINGLE -FACE EXIT SIGN, UNIVERSAL MOUNTING, DIE CAST HOUSING, WHITE LITHONIA 120 ELN BODY AND STENCIL, GREEN LETTERS. Y , ' NT I J . • C LUMINAIRE SCHEDULE NOTES, t R(�L N� ...,fNERGY:SAVING LAMPS ENERGY SAVING BALLAST ARCHITECTURE FURNISH,ALL RAPIQ .START CAMPED LUMINAIRES WITH'ENERGY ' ENGINEERING ,. PLA < EFFIC[ENT`LAMPS AND "BALLAST. SYSTEM OF LAMPS AND BALLAST ' < ,,. STIC LINE MARKER, R00 CETHE FOLLQWING WHEN USETOGETHER AT MINIMINTERIOR DESIGNSHALL P 60 DEGREE F. PROJECT MANAGEMENT FINISHED GRADE �. -MINIMUM LAMP LUMENS OUTPUT 2800. MAXIMUM LAMP WATTAGE 32. _ I -r[-I I • AA 00342Q MAXIMUM BALLAST LOADING (2 LAMP t3ALLAST)'WITH LAMPS IN .�(- OPERATION 77 WATTS.=11I • COMPACT FILL CA 8660 :III BALLAST SHALL BE EQUIPPED. WITH UL COMPONENT' RECOGNIZED ; NON=PCB PROTECTED CAPCITOR AND A CORE AND COIL PROTECTOR.' UNDISTURBED EARTH I-II. ,• , BALLAST SHALL BE 'HIGH POWER FACTOR,. UL LISTED, CLASS P. I� APPROVED LAMP'MANUFACTURERS: 3 933 LEE ROAD, FIRST FLOOR GE, SYLVANIA, PHILIPS (UNLESS SPECIFICALLY NOTED OTHERWISE) _ TYPICAL 5" CONDUIT ORLANDO, FLORIDA 32810 SEE RISER DIAGRAM PH 407.645.500$ APPROVED BALLAST MANUFACTURERS: FX 407.629.9124 i ADVANCE, MAGNETEK, VALMONT : • ' 2. FLUORESCENT' AND H.I.D. BALLASTS SHALL BE,FUSED WITH APPROVED r SAND FILL SEAL: " DUAL ELEMENT FUSE. ,. ...; • 3. FURNISH PLASTER FRAMES FOR ALL RECESSED LUMINAIRES IN PLASTER CEILINGS. ' 4. LUMINAIRE MOUNTING AND SUSPENSION SHALL BE AS APPROVED BY ENGINEER AND NO COMBUSTIBLE MATERIALS SHALL BE USED: 5. VERIFY EXACT COLQR. REQUIRED FOR EXIT LIGHTS WITH LOCAL PRIMARY DUCT BANK (A -A AUTHORITY AND FURNISH AS REQUIRED. FURNISH DIRECTIONAL l 9 ARROWS AS INDICATED. - EXIT LIGHTS SHALL NOT BE SWITCHED. NTS 6. PROVIDE DEVICES FOR SECURING LUMINAIRE TO CEILING GRID TO COMPLY WITH ARTICLE 410-16C OF THE 1996 NATIONAL ELECTRICAL' �Fy� CODE FOR ALL LAY -IN TYPE LUMINAIRES. BENT TAB TYPE NOT, ■ �■ ACCEPTABLE. PLASTIC LINE MARKER ■iw■■ ■ 7• LUMINAIRES IN MECHANICAL SPACES COMPLETE WITH CONSULTANT SWIVEL STEMS AS REQUIRED TO MOUNT BELOW PIPING, DUCT, CABLE FINISHED GRADE RACKS, ETC.,MAINTAIN MINIMUM 7'-6"H• UNIFORM MOUNTING HEIGHT FOR ALL LUMINAIRES THROUGHOUT EACH AREA.10T 8. EMERGENCY BATTERY BALLASTS FOR RAPID START FLUORESCENT. LUMINAIRES SHALL PRODUCE 1100 LUMENS WITH 2 LAMPS MINIMUM. L-FFI " „ COMPACT FILL EMERGENCY POWER SHALL BE PROVIDED BY A HIGH-TEMPERATURE LIT NICKEL -CADMIUM BATTERY FOR 90 MIN. BODINE #050 OR PRIOR UNDISTURBED EARTH BALASAPPROVED EQUAL.ALL ALL LIGHT FIXTURES WITH EMERGENCY BATTERY 5J " TYPICAL 4" CONDUIT SEE RISER DIAGRAM of SAND FILL REVISIONS: NO. DATE REMARKS rLAJllI, v .v LIIVt MA(KtH 'PH 'f FINISHED GRADE $ I0- - r, a �I , Q UNDISTURBED EARTH-'• COMPACT FILL IMJkNsom 4'-6" 2" ABOVE jTI- I 4, 0" BACKSP.LASH� 4" ABOVE 1n z_ v COUNT T 3" SCHED, 40 PVC CONDUIT 0 . Q o BACKSPLASH :FOR TELEPHONE. i ` - SAND FILL 5 DETAIL NTS r .. COORDINATE WITH LOCAL UTILITIES CO. I 1a f I 3 TELEPHONE SERVICE CONDUIT NOTES: y NTS 1. MOUNTING HEI HT SHOW N ssow • , . ARE FROM FINISHED SF ED FL ORT ' 0 0 CENTERLIN E OF OUTLET, UNLESS OTHERWISE NOTED. 2. LOCATIONS OF OUTLETS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL TAKE PRECEDENCE OVER THESE MOUNTING HEIGHTS. J. INSTALL OUTLETS *THAT ARE IN CLOSE PROXIMITY ON THE SAME AMSOUTH 3 6 & 110(G) -1-1/2"C. CENTERLINE. OUTLETS THAT ARE WITHIN 2'-0" HORIZONTALLY AND NOTE: COORUWGATE WITH POWER CO. FOR WITHIN 1'-0" VERTICALLY SHALL BE INSTALLED ON THE SAME EXACT DIMENSIONS. BANK n 312 & 112(G) -3/4"C. HORIZONTAL CENTERLINE LOCATED HALF WAY BETWEEN THE HEIGHTS SURGE SUPPRESSION SHOWN. OUTLETS THAT ARE MORE THAN 1'-0" APART VERTICALLY APT #TE/2000 3#2 & 1#8(G) -1-1/2"C. SHALL BE INSTALLED ON THE SAME VERTICAL CENTERLINE. ROOF — — — BR.FL.C.DN.4 I I I I I I 4 3/0 & " 22, y8c 3/�2,8c — i — T - -T — —�— — I 3815 ORLANDO DR. ' I `�—No.4 RE BAR ON 6 INCH CENIERS 1 14(G) - 2 C. N 1 + i + _1"C. #8 ISO G -!-_�_-1- ■ 4#8-3/4"c - -1 "c + I I I I I I I SANFORD, FL UTILITY CO. 12/a SIR Cu POLE a -I — —I — - L - — -1 — -1— — I— — 1- CRp1Nu Bus LJ Q I A PYR I I- - �- - -} - - I— - I - A ■ COIGHT c O 2003 ■ � RP RP RP -UPS 'I - _I _ - I I I I INTERPLAN LLC RESERVES, , SECT.1 SECT•2 Z -I I - - - - - _ _ COPYRIGHT & OTHER RIGHTS 3/4• x f O i RESTRICTING THESE DOCUMENTS 3P400A SC. 3R: '_ - "O ROD _ TO THE ORIGINAL SITE OR FUSED DISC. SWITCH ," FUSE W/400A LIMITRON I I 1 PRIMARY MU SECONDAW PURPOSE FOR WHICH TH 4#3/01 oc • . cur our As REOuIREu EY WERE k -2 C UTILITY CO - -I —1- - - _ - _ L BY IRM90 MER PREPARED. REPRODUCTIONS, „ n lnEr , METER/CT , r TRANSOFORMEFi CHANGES OR ASSIGNMENTS ARE CHECKED: ■ 1/8'=1'-0' BARW UEJM N O \ � ` w ` l ` O ` ` 000 `� O \ MLO 10 9 8 7 6 5 4 3 2 1 LJ Q I A PYR I I- - �- - -} - - I— - I - A ■ COIGHT c O 2003 ■ � RP RP RP -UPS 'I - _I _ - I I I I INTERPLAN LLC RESERVES, , SECT.1 SECT•2 Z -I I - - - - - _ _ COPYRIGHT & OTHER RIGHTS 3/4• x f O i RESTRICTING THESE DOCUMENTS 3P400A SC. 3R: '_ - "O ROD _ TO THE ORIGINAL SITE OR FUSED DISC. SWITCH ," FUSE W/400A LIMITRON I I 1 PRIMARY MU SECONDAW PURPOSE FOR WHICH TH 4#3/01 oc • . cur our As REOuIREu EY WERE k -2 C UTILITY CO - -I —1- - - _ - _ L BY IRM90 MER PREPARED. REPRODUCTIONS, „ n lnEr , METER/CT , r TRANSOFORMEFi CHANGES OR ASSIGNMENTS ARE CHECKED: ■ 1/8'=1'-0' BARW UEJM Y{ i, s0., ly �s ;' t d kr u f t R _ 'i ,- �] q,�t Y:�:rt ,. .,p. „ N^Sr^ ...., .. :. . w,. ,., ,.1 .. ,tr g ,. fir .r.. r . -, t ,)I.- :, ,..:. , ,.:- ... .. 1 .. ...C. :: ,. F Y u.. M > ,.. ., , .. v... -,. , t. �:, ... :,. ,' .' ,.. x .. r ,:, ,�� .., ... r.... ,. . ,.. .: ,.., ,.,. -. , � : ,. .. r P' -:- : .. ,. r :..te N:, n .. r. Y .:.. :.. I. .. : K .. .,:. :11 -:. .- .. s. .. .-.a. , ..., ., :- .r x. , : ,' -... 1. .- .f1. .1 I .' .: s, - qq� it c x. ... -% , it. : ;. r .. :' ', r Y{ i, s0., ly �s ;' t d kr u f t R _ 'i ,- I -1M r AC% s 7 >. r:w ,C% ■ t ) — _ ,: s,% .. :� ,. .. w . a ... . ... ... . . .:. . ,. t .' .: s, - . . . ^ I , y ... -% , r , OTE. r . ,,. , _ , ,: I:. , r , „ ,,� , ,. , , , r 51 4r , e. R. v. a '... : . r _ _ , e , r :. , �' , : „. ,. .. - „ r � r .,., .'.'r: , w v ::. .1 , , .. :' . ,r _ , , , : 1 O TACT R ROU TE G LRCUI TS T NRU R CON 0 , .., _. r iL. , . , _ .. Nl,. y r „ , f,,,. r , :>., . , -, s ,.-., . R T SIGN SITE , r • , ., ; ,..LOCATION O: T.' EXACT FIELD "V ERI FY E Y �,. ,: , _ . ,,; ,,: . „ : .1. ., , . „ , ., " ,. , ,. , r ::; _.,. ,. PROVID TAS. REQUIRED' �, , � ,.. a .'.. 1 --t. P .: �,, , , _ , , , 1 Y ONTACTOR ROUTE 1R UI TRU R C „1 .._ �% � —r -, , r. , N l T. x a ., . ,, .-, e.. ,:. : t.. .. .. , I'll,: ::.., ,- , r ; , .A .:, _ _ , ) . �, M R PA M ANSFOR E D r , �. .,. ,.. '; - ,. , ,, x , , ,,.CO.1. , 1 AT WITH, LOCAL UTILITIES C N E COORDINATE I ,. rt Y _ �, ; r _ ,, , , , . r , , w I.� ,. ., . ,. r „, ., ,, �;, A r I t .., , n trW. ,. - . ; r r , .. , . .. .. , ., ... ':: ,.I'll C _, , r . . .rut ,. .. r � NT AT 180' M U EQ T4kIN HSA DS 0 .r ,. .� : _• r— . .�,: . , �, n I ., . , I , I , � . d -,,' . , 4 , I , � . , I % , , I I 4 , : , : ,I I � , � � � , . , , , L , , 1 4 1 � I � L . � � - , , - . :, I � 1 . I I � , ., i : � . ! , , - � ': I � � ' r ' L � . , , , , � � . L , , ! , , ; L ; . I : � � ' : : ' : � "' - ' ' I . I . � ,",I, . � ,, , ' , " 4 , ' - 1,L, ' " , � ' ' , ' I � L . . � , , , . � I . I " I - I : . , . " I � . , , � I � � . . I � I L L r , �..., , '� .,1. r ,. e v ,. .. ,. _�, INTERP, " I I . 0 . .1 I I Id I I �l 1. I I ARCN ECT RE IT . NGIN EERING E E N i, . INTERIOR D SG E , 'PROJECT MANAGEMENT 42 AA Y 03 0 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.646.6008 5 .5008 4 FX 07 5629, 9124 r .. : .. t r , , { .,.,,i - S ,. . i.... `} { .,.,,i - S ,. . ■ INTEPPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 P c TORK200.1 SEAL: 4— MOUND ON WALL m 0 cc�e act NL MWD R 9 NL TO w:, TOAD SIDE TO EMS CONTROLLED LIVE SIDE SOURCE PANEL ■ PE EP21— CONSULTANT: SEE DETAIL1 & 2 0 o FDA2 FDA2oo - N EP2 WIRING DIAGRAM P2 Q NL NTS K, 2a ■ ■ F NL® T AMSOUTH SIGNAGE JUNCTION BOX F01 SIGNAGE. VERIFY E PRIOR TO ROUGH - JUNCTION BOX INTLKIUM IV DU1LUii11u. ELECTRICAL PLAN- SIGHTING 0 2 f\ r`.( '\2 ,F- 0 0 0 0 0 MLD Fil 0 ALD MLD MLD MLD EI LD 1 1 9 9 ° 9 0 0 El 0 0 ALD 1 NL® O MLD o q g® MLD MLD 9 MLD 9 RP -9,11 THRU 0 --Lo 11 11 9 9 9 i MLD MLD MLD MLD LD RP -54,5 0 0 MCI 56 0 0 OC OC OC --9 WIRES `- FOR ATM AMSOUTH SIGNAGE NOTES 1. VERIFY EXACT LOCATION WITH ARCHITECT. 2. NIGHT LIGHTS INDICATED BY "NL" SHALL BE CONNECTED TO HOT LEG OF CIRCUIT FOR CONTINUOUS POWER 24 HOURS. 3. INSTALL 2 UNDERCABINET LIGHTS CENTERED OVER LEG OPENNING IN BASE CABINETS. CONNECT TO ROOM LIGHTING CIRCUIT. NOTES: 1. CONNECT RELAY 'NL' PHOTOCELL ON PHOTOCELL OFF IM NL 12 POLES, 20 AMP, 120V COIL. ELECTRICALLY OPERATED, ELECTRICALLY HELD. IN NEMA I ENCLOSURE. NOTE: MOUNT SENSOR ON EAST WAIL OF BUILDING FACE OF WALL PHOTO ELL TORK 2001 RECTANGULAR — LAMPHOLDER CO T&B #C1—PL OUTLET BOX (SPLICE) NOTE: PAINT COVER WITH 2 COATS ENAMEL. COLOR AS SPECIFIED BY ARCHITECT. O2 WALL MOUNTED PHOTOCELL NTS IREVISIONS: NO. DATE REMARKS AMSOUTH BANK BR.FL.C.DNA 3815 ORLANDO DR. SANFORD, FL COPYRIGHT © 2003 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. IPROJECT NO: 2002.0721 DATE: E3 CHECKED: ' MODIFIED 97/02/83 17:10:48 J:\A-J\AMSOUTH\2882.6721\02721E3.DWG 1/B'at'-8" BMW PLOTTED: 97/25/63 14:36:32 J:\A-J\AM50U1H\2882.9721\82721E3.DWG 1/8'=1'-0' UUBRA rr . . - ■ INTERPLAN rJ VERIFY STUD SPACING METAL STUDS ARCHITECTURE ENGINEERING • ff INTERIOR DESIGN y J I PROJECT MANAGEMENT o MOUNTING - ¢ c:) a AA 003420 BRACKET " 0-1 w w CA 8660 B -LINE #B62 wo f--- 0 a I, I, 933 LEE ROAD, FIRST FLOOR ORLANDO FLORIDA 32810 4 PH 407.645.5008 t w FOR IRRIGATION FX 407.629.9124 0 CU -1 g CONTROLLER, NOTE 20. 208/1/60 w a SEAL: ' SEE NOTE 21 FUSED SERVICE DISCONNECT 2083/60 - z SEE SINGLE LINE FLOOR METER CT HP -1 208/3/6@ c•� EF -1 (ABOVE CEILING) SEE SINGLE LINE NOTES: SEE NOTE 22 120V. FOR DYE PACK SEE NOTE 12 1 ASORIDUIREDBOR OF MOUNT BOTHGBOXESKETS I. EQ MOUNTABOVE AT LOCATIONS SHOWN, REGARDLESS SOF FINISHED CEILING - cFt AHU-1 STUD SPACING. NG WP CFI EF -2 ABOVE CEILI 409 / wP SEE SINGLELINE ' 120V. �' MT 3e 1 t� WP CIA/ 4 wP .lee/3/ 2. VERIFY TYPE OF TELEPHONE/DATA PLATE {,; E WH -1 - - TO PROVIDE. VERIFY WITH AMSOUTH. v 1.5KW.,208V.,10. 21 FI SEE NOTE 9 _ _RP -60,62 AHU-1 3. UPS RECEPTACLE SHALL BE ORANGE (TYP) ■ r ELECTRICAL CONTRACTOR E I Ewc ze _ _ _ _ _ ■ SHALL INSTALL WATER T J 7 2 'FII RP 21 SEE LARGE INSTALL NAMEPLATE UNDER RECEPTACLE - TIMER PROVIDED SCALE PLAN RP -23 SEE DETAIL #2 SHEET E@ CONSULTANT: HEATERI BY OTHERS. _ H� 1 '� I EXIT DEVICE THIS SHEET. L e RP -30 NOTE 23 VAULT 30/3 D r RP-2 ( DOOM 4 TYP, OFFICE OUTLET GROUPING r -" " 48 H, P W R leeA RP -37 3 1 5 cFt I FORT 6'H• I AHI, AHU-2 NTS MON. NOTE 2 RP 58 SEE SINGLE LINE RP -57,59R 5 59- R 38 AHU-3 RP -29 RP -28 SE E DETAIL "A" 3 .THIS SHEET TYPICAL RP 1 q -K 3 " � '3 (0� N T _ NOTE 1 ) 19. 2 r 21 6 11RP- 61,63 0° 0 ° ° - - - --- - RPU 21,23,27 RPU - VERlE LOC�i7 _ - - - - - I r 7 3- 2"x4" JUNCTION BO - [� T DEPOSIT MOUNTED IN H I 3 NIG DE OS 2 N _ 2 65 II / ATTIC SPACE I RP -26 II SEE NOTE 2FOR BLOWER R U S- 2,13 ) RP -47 UNITS (TYP). ❑ I RP- REVISIONS: VERIFY LOCATIO . / o NO. DATE REMARKS I I � [I II I 6 RP -43 CFI jyp II I I RP -44,46,48 #10'S o I RPUPS-5 SEE 2 I I 4 NOTE 17 RPUPS 24 1 @ 1 ° , RP -45 I RP -72,74 ATTIC FANS RPUPS-9, SEE NOTE 18 RP-65,6-,l(ON ROOF) I I I i # 10 S SEE RECEPTACLES VERIFY LOCATION 1 I I NOTE 17 II ATM I FOR COUNTERETTE d E T II RP -36 I I NOTE 11 - I I RP -53 RP -64,66,68 24; ' 67 \\ wP II E T tT \\ @ I I I 4 RECEPTACLE I CONTROL CBOX 0 0 \\ \ I I I RP -50,52 6 I \ \\ \ I I I I # 10 I 5 FUTURE p r i I RP -25 \ \\ I I RP -35 9 I RP -39,41 I _ CASH MACHINE FA • I i \\ I I lj%msom ' FOR DYE PACK --I-- - uLtjj ------ (:j ------ TEL BY DIEBOLD 52 �U6f0-SWITCAER MOUNT ABOVE FINISHED CEILING I I I I RPUPS-2 RPUPS-1 RP -40,42 3 TELLER AREA SEE PARTIAL FLOOR PLAN THIS SHEET RPUPS-7 AUDIO SW[TCHER RP -71 RP -69 4 r-- r-- - RPUPS-4 _j !`---------- SEE DETAIL "A" THIS SHEET (TYP) (NOTE 19). P RP -34 1 ELECTRICAL PLAN POWER` 1/8 _ 1�-o" 1 AMSOUTH I BANK . I BR.FL.C.DNA ONG 5 DRIVE-THRU TELLERS 3815 ORLANDO DR. OUTLET XLH 1/4 ^ 1-0" SANFORD, FL CONDUIT ` ■ TUB -UP ■ - GROUNDING COPYRIGHT © 2003 CONDUCTORINTERPLAN LLC RESERVES 1 I (GREEN) NOTES: NOTES CONTINUED: COPYRIGHT &OTHER RIGHTS 18 j--DATA I I. VERIFY ATM REQUIREMENTS WITH ATM VENDOR PRIOR TO FINAL PRICING 12. FUSE PER MANUFACTURERS NAMEPLATE RESTRICTING THESE DOCUMENTS RPUPS-18,2�f RACK ( GROUNDING NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WHICH DIFFER TO THE ORIGINAL SITE OR 20 I a SCREW FROM THAT SHOWN. 13. EF -1, 1/6 HP, 120V. CONNECT VIA 2 -POLE LIGHT SWITCH, PURPOSE FOR WHICH THEY WERE RPUPS-1719 I TIMECLOCK POWER FROM RESTROOM LIGHTING CIRCUIT. SEE SHEET E3 PREPARED, REPRODUCTIONS, EXHAUST FANS 2. VERIFY DRIVE-THRU-TELLER UNIT REQUIREMENTS WITH VENDOR PRIOR TO CHANGES OR ASSIGNMENTS ARE 1201 NLIR, TIMECLOCK FINAL PRICING. NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS 14, PROVIDE 2#12 &1#12(G)-1/2" CONDUIT TO VAULT DOOR FOR POWER, VERIFY �" WHICH DIFFER FROM THAT SHOWN. WITH SECURITY CONTRACTOR EXACT CONNECTIONS. PROHIBITED, -I--PANES RITY I uc�rs 3. VERIFY NIGHT DEPOSIT REQUIREMENTS WITH VENDOR PRIOR TO FINAL PRICING. 15. ELECTRICAL CONTRACTOR TO VERIFY ALL OUTLET HEIGHTS AND LOCATIONS PANEL 'RP a, NO EXTRA COMPENSATION WILL BE LIVEN FOR REQUIREMENTS WHICH DIFFER WITH ARCHITECTUAL PLANS PRIOR TO ROUGH -IN. FROM THAT SHOWN. UPS 16. VERIFY ALL EQUIPMENT LOCATIONS WITH SECURITY VENDOR PRIOR TO INSTALLATION. 4. VERIFY ALL EQUIPMENT LOCATIONS WITH OWNER/ARCHITECT BEFORE INSTALLATION. 17. PROVIDE RECEPTACLE 30A., 125V., NEMA L5 -30R IN JUNCTION 80X. COORDINATE J - SEE PANE 'PP' WIRENUT 5. RP -P TO BE SPLIT=BUS PANEL ((NORMAL -GROUND BUS AND ISOLATED GROUND BUS). WITH SECURITY SYSTEM DRAWINGS. TYPICAL CONNECT GROUND WIRE TO ISOLATED GROUND BUS. j SINGLE ( ) LINE I 18. SEPERATE CIRCUITS TO UPPER AND LOWER HALVES x I 6. COORDINATE ALL BOX HEIGHTS AND LOCATION AT TELLER WINDOW WITH DIEBOLD RP -UPS 19. REFER 'i0 ARCHITECTURAL PLANS FOR ORIGIN POINT OF DETAIL. 7, REFER TO SHEET E6 FOR ALL HEIGHT AND EXACT DEMINSIONS.OF OUTLETS. CONDUIT 20. IRRIGATION RECEPTACLE WITH WEATHER PROOF COVER THAT ALLOWS CORD PROJECT NO: 2002.0721 8. COORDINATE ALL CONDUIT ENTRY WITH VAULT DRAWINGS. CONNECTION, VERIFY LOCATION. DATE: - - 9. UNDER CABINET MICROWAVE. VERIFY HEIGHT WITH ARCHITECTURAL DRAWINGS PROR 21. CONNECTION FOR GENERATOR ([F REQUIRED)- SEE ONE LINE DIAGRAM SHEET E1 - _. - - - - - TO ROUGH -IN. -� t� 10. REFER TO SHEET E6 FOR LOCATION OF ALL TELEPHONE DATA AND 22. FOR TV MONITOR ELEC EL ROOM 2 ITP. INSTALLATION OF RECEPTACLE POWER OUTLETS IN OFFICE AREAS. REFER ALSO TO ELEVATION (OUTLETS) ABOVE. r 23. PROVIDE J -BOX AT 36"A.F.F.- RUN 3/4" CONDUIT FROM J -BOX TO ABOVE ACCESSIBLE CEILING �� TS 11. 120 --13@VAC., 60HZ t 1� SINGLE PHASE 3 -WIRE. UNSWITCHED DEDICATED BRANCH 24. PROVIDE J -BOX AT 40"A.F.F.- RUN 3/4" CONDUIT FROM J -BOX TO ABOVE ACCESSIBLE CEILING 1/4' = 1 _0 N CIRCUIT. -3 #10TW CONTINUOUS RUN FROM ATM TO PANEL (CONDUIT GROUND NOT E4 ACCEPTABLE).. 30A SERVICE REQUIRED. CHECKED: I' ,, , ■ p ■ ■ MODIFIED 07/07/03 12:42:59 J:\A-J\AMSOUTH\2092.8721\02721E4,pY10 1/8"=1'-0" SCOTHO ■ ■ - PLOTTED 07/15/03 09:41:28 J:\A-J\AMSOUTH\2002.0721\02721E4.DW0 1/8"=1'-0" SCOTHO r VLJ.-m Ak _ g DOUBLE DUPLEX RECEPTACLE SEE ELECTRICAL POWER PLAN. V/D a II C J OUTLET 00 J n I RI. I J - - — - - - -- - _11 ; .a , , , � , L . I . I I - -- - I �_,',� " '41 ,:.. a. ' I L1. r ,_ -_ _.- - _ -- -- - ... __ .-, ._ _. -_,1 . I 1) W I � 1, 711'x! � DRU DUCI I INSTALLATION NOTP. I;11 . I0 -_ I) w --' t ALL CAMERA`S MLJ`;•f BE PHASED �� D AND [)IF' SWI I C(i l_ J — 1 132 r r- c• S - i11. ; • s ,.•, i1_='�l _ _- )EFT iiNG:- CHECK' D, •SEE AM OU 1 H INS CALLA 1 LUN .: .f: i -(� Cl h11C,NU/1L FOR PROPER C.R CAMERA SWITCH SETTINGS. 1 t�.,. ,. 16n r e . , ',�:�;�, . 1� I I K Er'�PA�� VAULf GUMPL)f6K I - pr1 �, T FJ E . _ c ON 1 OP 0 AGGUfKAY. I LC C11 V-1 T-1 J r I ___._._, �l,r.G i KUN i G �E GUK I 'T •' GCINOU i '(" UNC yes <.�fiFs;z OY e '�[) t ' ,., , �)E:f% hvfI<!". ..., �, ,.w LIPS RF ! M.,• �/ i�Yw�vl yY[I�JI -�(� -Irl At r 1 G �flov _ __ - V A I.JL'r 1. LI. ! r11 I �', Tei E. : I . !�^ [[ �, • , .. : 4 ( MEN i 5, ,�- L !iMtEi r r�.. : f C t; c hL,i I tit ,rLin/, , ti �(- C r x'11 ;, t .;f =:. �. C3 t{ f _� e 3 (L) ' G/P" 9 (i) ' 6/P•" i .-,'- ; != C.% ,;- 1 « .ts j:5 t i :Ft,;€ ` ,; _._.._ 1F1 FUTURE TELLER ASSIST _J ! - _ .............._T___. - "-....__..-.-.--..-..—......_--- _. _ .__.. _�\ ! :, 7 i:.1 ..'k I I I �; r i '..',[r y i tti(:r„a:) .f ,..).i i a n - t r n L T TERMINAL PROTECTION s . s' E LFL . : ; � ! s , , , ':,s;,, t..w. (I) G/P F (t I f,/P_ C4 /'ri ; :� l (it;) ' s a'' F ' .i ,� -.ai ,)€ x F -I . - ._. CHEST/SAFE ST/SAFE � . f , `x=-'.. 3 f I4 A .-„-._�_ __._., _....__..._-_.___.__._..._-.____---_.___---_ _ � ----.- �r"o H h�iE c tL - ; f',, - V3., i .. i ; 1i f ” a C PROTECTION '� .. it ,�r , 1 _--__d-p CHEST/SAFE { .. • � 4 � ' �?\ !OF"tsC ROAM __ .._.__.__-_____..____...____._____._.____._ __ PROTECTION € , ' / . - . CSW 1 y', PlUMLN # I) " E/P” F (I) " (J/P", C1 I , � .. _ % : �_ ,,: �%"" r µt E I.►_0 rm fF_�-1 F1 AHD PROTECTION �� } i ' i I PPG>5 ,``�U{.f 'HAND fy .-..--_..-..._._.,_---'---.----__.-_.._-._.-...'. Hi a } - '" L2 " " a ,. ___C2 DRIVE -UP ,U -o .` s %;CUtJF ON f�6ApEF:/� SF.s IE F1E> f 't i ._.,% ,. :,..: ( 1) f � ( 1) &/ -I �' '/ / - + ' c • (> t ' t I-1')1 . R 0 U w . ^; f:. �, .-t', ,-,!�•;, r ,,... 1.,1 , i f.—_.......__•_-.,.__._.............__'___•,_............._.........-._... _. _ _ i - H I - - ..........,,..,,........ _.,,......., .. �, r t � c y -r- - ATM PROTECTION : „ , ,'`, .,-'-.� 'u..-�{� ;F4 , f EI /�, a.. 1. ;. .` ... ... .,.. tj% (L�b, i I I MV p�-IYI C 11" , , I I N, f� G : r ;i a ' 5 ­Z�LG ( ) i•..},.....,. .I a.' _ , ( :` °, .. " .. _, }, . fit,. I , �' r 4 /% r t ° FAUN i f UF: �' I C1_. `�, }�. i' l f s v a!'. i i i i ' ! , r/ , ` r I (I C :'D D' �I -_ , t S D ! i ` tt` - QTM i 4 ._.. ; i i UN (EJP ,s';p C,3%lV r ,r [_s'T1 I (� t �r o t � I" , •/ `• 'a' 01� AEIp l I'- ftl �; ttI , r Rh ';i . ` I /� r1. I i i t, (� . .. ( f s1 t - ' J � � z,, I ? i'//r '` t e st `c� ( .%` s' (J ,fl `_ ... a. - �} -, �•v, , .f.'-•' l,l ( E) ' M/P� r/ I G31 i s'� 1 � i` 1 s„ f C i ;,rr.; \_ �» PVG F'!PG NY fFiG � r� F _.._-__---_ - -_- — - LOBBY G . J /; ) r F Vrf',PI'Y G1LJt) 01.)i' LpGI�'t10JJ l=T� a > f -(:'3``',.,t, FiJ It, _ ,.._..?. •tt UfF'ICf cst? ��� L (r0 VIDEO z c e E N 1)l� I L U.{ Nr, `�.. l; ' r I t �.;; F ROCS SsoR) 11 (I ) " M/P" CJ I i c 1•, , �• ` ) k,} 1'V U' L,• . C x.l' _ - i u u (. ., i + i l ' L III _ H r I __._ .. _._ _ _ _ _ _ _ _ _ - _ __ _ _ _ _,-__(___ VAULT VEST. (TU VIDEO i ` I r y PROCESSOR} 1 I n' f s 3 F;p I tii 4 __i :Y<:.., L -[R3 i..,' _, _., �5 + (l) M/P G (70 VIDEO :: /'�__(!)'G (I)`.Fi,1 : r i C; fhb .,,. a1 , , ,.s 1 , __- _..._ ... _ - � -- - -_ t _ it 'rt','' t j, i • E- ,. 1. C((.,1�!' n� (..5 i ; ° Uf'FiCE F ;£ I ' , t t) " M/P" N/D NORK ROOM ,J [ ��' s i' C3 PROCESSOR) f 'f t ss \ _ t c�iw,Ili f hi,>flI !,A�'�l.-,t- i::, ; i ; �,2 -} LTiT) I �iaf - (TU VIDEO - -.... _. __... _ _... _....._ .. _ _.._. _ ,..._. d a 3 ! ,:< i .;4' ,• �' ry'„.-i F2;i 1 f, i s ill((cl ” ( r..,. _ G3 ;, ;1 ) s I UT 1Jf21: I i C_ EAR ENTRANCE [ r a, f, --- H _��� s`• , a':i �..__ _ (t) ' G/t' I i p`� PROCESSOR) SUR) ` ' 'i; i , . C!ii i i. t S ,?`+�� A 1 s :,� Ot? C , 1 . R r, F�� jL11. (I) hA / � � i # C r,, -,,, - -1 V ERa j ; .. ' ,�,,} is REAR DOOR ("�--..�_-__,.-.._..-----..,_.___,-._.------•-----_-.__, _---.-_.___.__..-_-•-_ I (( " -� _ rf"LEER� , ; , � . � I , J = r • .;; TELLF:}'?_' _ `I11 I ...., OBBY t '�..,..., .. v , � -�[)I -t t } "G/P" III , 1 ( I) M/P`� . I 3 t J C 1C2 I ! ' i Int] C i ,,l f , 1 tCCFI. DOOR v'o ti_ ._____-.•_-. - ________-• ( �� E ^(- .1 I ' r Ft E-() } M - ..- _ ' ' TELLER i 11 ll I I . _ :: CV d I , C3 E I 1 I i (I) hrt/P`" I ( /� �OI �� I r; uG2: t ! ; � t i Irl i t c�.�--.' ' .f ! `t\ c i ; , ; I ; -- - - _ . -•(�. _ V _ _ _ .. _" E__0? . TELLER I r ' ; f s t ! , 1. I . _ (. , d( AL �d Ll�l4lf'_>2 (I) '<JG/�'» I i I I i (t) M/P•. �; i i r_ , I t_...-� R 3 I _...... -1...._. - _ ._._ - - - - -- 5'TELLER n C: - V 3 : i = I i -1 )' j ;, `' FIT= AES -TELLER Y( _, I - �i• j (LLE i k .. t j I ( J ' r f i , . iYY _.. ..._ ...._. __..._ __ ... .._ ._. . ; 1 1 , ( l ) " M / P "(>.) t ! V r JI F C 2 U. _t -- __ _ 1. I : , ;; E� IElI _ , w )RK r 0 . P4 L1, rf '• s' .. . _ t„r ,,;,:,;. `i^.1,:4,;a;-, :,L. ,:f' 1_..w� (i} G/Pa r” » " _ TELLER ,, y 2'' (I G/N (1 I 1 }, 1' w A ,.4 t 5 I I I (i) M/P� �s i -. '` 4 ' I 1. I I h - i 1 .s ,1 :,t4 ,• S hri D WORK RUUM-..__...__.__ _ _...__ _...._ --- _.-._._.__..__.. 1 - -._. _ .. _.._.... _ . _ _ ....._....... ...._ ._... , i•2• ii € _ N/ _ .�,.. DRIVE UP vlirlDow .. r I L?. F1rw�D 7t-t:Lr.!� + s... r >, ;1, �.:, :r. [M t 1) °c/Pa III { 1({ I I [ (1) •M/r'� Cl 1., . s NURK _RUUt�i ,' t)' CjEFfG'E (.._ ! _ _ _ _ _ _ __ _ _ r (lS)..4.I r� r rFf; j ?;, ; r u: (t) 'ly/P" " " H 1N AFTER y t I , :21 I __ 1 ' �iti ,C.�JNFEFtCP1C,J.� r; _ ; W t l) M/P `�- �� Cl HOUR DEPOSITORY i ' - '- C I -k I;; ,: f, t E I: Y�URK ROOM IL2 - -- _-_ - ___ _. _.._.... _ __ ._...._._ ._.. _. _ _ - • P \� — - - - -- Cl VIEW AFTER . ;, 0 11IiIIIiII _ 6 I. "t a i ,; a E i ..: , , I / HOUfi DEPOSITORY ( ) ,. i (: 1. If - II . ( E ) 11 G/P" ; , , 1 , 1 1 1 , , 1 ( I ) " M/P \ >, IIIIiII II .. .. ,, ,' _ ...� PERKS 1) 'r://P" I r -- - - --- - - - _[ aC2 VAT I I I t ;5 ':.. , ti- (7._. t E. 5 � __ �__..._._...__._......,._ _ _ - ; , , , 1 ,N (I) M/P� V CV _. ry. ,. c L.OEIF3Y I ,,, 11, . .,....1. (1)'(,/I�» I I I1111(11I1IIi--------» _ — v VAT I .-. ..... / ! 1 r MEAD TELLER , ,'1 , , , , , (I) ),1/P. _. _ _ ..__ _ . _.._ VVA f I G . I '. . I wDRK Ft09Mi i _...._.....,i' i i-'iP"� --- --- _ _ _._ '�v (I) <ti/� I1fJIIIIIJlll1) ...-_(I) M/P` i _ f l ATM N/D Worilc RaOm ('_ �.v._—_�_--__-- .,._.. ,. _........_._--.._-.---, ; ; , , , , 1 1 1 _ _i I y Mi�..� � - -- - --� I '�TV/(I) "G/Pa - i I I I I I I l i 111111 l 1111111�1111111_t .-miP —.. __ .. _ i � -_,_.�...,_.._....__....�.,..� FEE L � ��(/�({p��/�J�� ,q .a.:.I 0. ( I) '!,/P' , .. 1 . , , 1 1 , 1 1 . , -A- - - �) VIEW ATM � c} �rfifi�� C VAULT VFS } , t 1 { a . li>attl]� �.� lS✓J � � NU aGA(�E _ �F} __ ___ __..1 r. _�J_+ _._.-..--__��_- 1 I I I I (I I I) I I (1 I ._ _ � t I) N/P� w IN WORK ROOM/ 1I - �� ._,_.—•— ter.__.._..._._._,.._.,,-._. r..-.... --,-,.-..—._.,..,. _._-___•-•--_.-•-_,---_--___ - %I ! ( t ) ' lJ �r » I I 1 1 1 1 1 1 1 : 1 1 1 , 1 , r — r_j 1 ,;,,1,11,;,11,1,; �i �(;3f3F2EAK ROOM ' SYMBOL hri: P. --PEDESTAL M=MULLION IN ATTIC - C (I) ' N/P" � _ ,r,. ,: ,- - ABovE v�;tJL-r }�!, _. • ._.w.____ _....�___---__..__. __.._ I I I I I ! I I (I I I I I I I 1 DESCRIPTION T=TURNIS (it_r_ U=DESK/SHE:LF•/C''f 01, \ - - S=SLlfll ACI 4Vwb'IALL 1 , 1 , , r.... ._ .. _ - - -{�- p C�aJ4I AE�UVE AND F-Et.U.�N (=CE11_!NG ,;, ,1,;1,1,1,,;, C3� HNOLOGY/I'YpF:, R=RACK H=HIDDEN - w ./I I 1 �"� V GAOLS KEYPAD l/ �r)/I (SPECIFIC TO DEVICE:) - t1^,_._,_.._._-- _ _.__.___.------___ _......_--_--.---_ -- - ...--_--_.--._-..�._..._....-__VAIJLT VcS'f. �Kd ���� •i,'„'' J� h” GO V I pEU J'f)OA. OKEAK "FA° GADI,-60 A1' _.,___.,__.__ __ ,.-----._--..� _.-_ --_-,-,_._-�_.__.__--_w-_,- __._._____-_._-.•-_.__.....-_---._....._-_.,,-..__ ) '' JUNGf 1 Orl P�Ur�. COAX CJ0�5 f0G. . fps It CONTROL_ PANEL •-( ) "r,./P" _.._.___..,... , (?_) GONPUGfOK GUGF) t0 PUwf-K GUPr'L Y. _1 E32 = D 170U iv (I) ._. ..... _......_. Ni3?. _. ..- . ,_..,._,.._ , ,_ . - . ' .. -_ _.. ....._..__... __...__..- -_ I it --. - P GK,S flY sr. (. RF RE CE{Vf Ft _ I �s hilt h ONE JA 1 .., TELE. roots ��F3� � ��1� (_�.:�:C?i I W i KEYPAD Sw1TCFl/CONTROL (1 r -1M /, i1iT0 1) M UWNGF fU Pf'UV t pG LAN . �K,1 Kr1 ;? SECURI STt1T.,/1L.PFir�-t.t)Mf.RIC i'1�[\IVI �IYf� Si.11�VL ILLf11�t�1" �L) C�l\I��/1L C? l 1il``il�hlf��ci �� J VI f _E�Ta .—I._..�._, :�,.._ ; ` :: :. _...._ ___L�,..�,:_.__._..... DRU n 0 L IN J 'N CCLL.ULAR "IRANSMLS510N -^ - Or A('Gt) r N W 1 ' 0' MQG LO(,Y.S -' M M i V UP AGGIJ'f KAK: V l p�U �cKv�K. ___._.-_-_ -_ -. _.. 1 � MAIN ENTRANCE ` ' f�' INI :p: 'I I ' ('=1 > i' r( €. /� .r r ,- c.: S- r/ l %) ° l!/P 11 - E I V? 1. !1 ,...._. f . G. fU PKOJV I UG ( J) OtR91,4x I11 �� ��r '1 D•GI f_._!_ lJf L{hr< IGJ) C ' \ r -r : : - r r i ;!�!( A$ �i1!Uw4J ON FLOOR f LANS ACID RiSER DIAGRAMS IS A SUGGES TED METHOD ONLY (EXCEPT * U111 � � M V ,I __._..._. _...____ _..._ _.,. I, , tl ! ) .0 F URtrISI IF.D EJU F,iLN I LINT -E` , O FHLItWISf: 5f F.CfrlCD. (I. Wu I , [-, •-•.t -.'- ,r 1, OILBJLD WILL 11`15TALL, AN,- ADJt1JT AEI. UEti(l „- } - r It r ! ! 'ft)t' SJfA BE DETERMINED 8Y ELECTRICAL �M [ �� p OUTLrf�) UK %OVAL PU'NFK AUDIO / VISUAL_ """ S4'EU!fIFU.. Ac,fUAl. ROUTING 01 ,C�rJDUIf Ar,,) .UrpJ1 I S Ll 'fV r r , r -' ; r �"'t fii ' MAK n L 'HALL- Arlt) COrJTftACI"QIt ON JUf3 51iE TO SUET LOCAL CONDITIONS. ALL GOrlDUl.f BY C.C. Uf''' `a.- 5lK l P PUK V I G'EU GUMPUNENtS I t ' t ! f,r?Y ALARFA L,1rAi' 2. PCR DIEBOLD SPE AF ICAfiJIS AND THE NATlOrIAI. ELECTRICAL C0:)C, 1 I,R HA-,F.I , J5r L L �L:?_ i _.2 A.Jx4_! I r r s I , X'`' UNCT10r! fiOXES, JtJr!C'(iOtd DUX GUVEF2S, LEO -L!.0 VOL( GAMEE;A POWiii; 5UPP1.`( -._.. t BO F a J - - .....-...... __... - - LIMNG ,'EN . f R/, rIOrIS, PRGVL)E CortDUi r , aU I LF.. f -- , • i � • I �- � , � • n ' rJ ,a ' P 'RMfE•S AS IiEOLGHt:U 17., f.E)I11Pf,(Et) T tr10 UEV!'`E. L OCn f 10rlS SHOWN WN ON FLOOR PLANS ARE APPriOXltldn i>r. EXAE. ( LOCA TIOrl1 SIfAI.I. SWITCH C,0 IIZ, t LE"I'RICAL ! OWER WITH 5EPARAiC. INSULATED GF<.OUND WIRE, li AI ALL k l AUTOMATIC MONITORING i r , ,, , � I,<< ; ' I` RE UF.fIRMINEp Or! JOB SITE BY 07iNElZ AND/OR AF?CHITI CF IO 'Ulf LOCAL CONDITIONS USING OIEGOLU 51I�LVES OK GA0 1 NG f TU I _ r r BY LCCnI MUNICI•PALIFI_S ArlD nl.L LEASEU i(IftES lN,.t_UD:II- ,LLEf HONF, t.,tlr.., FCR REidOTE COtlr1ECTlGt ,,I 1 «CI ,AF f~ AND CFIES f c r , t r' 'ELATION aF OIEBOLU STANDnftq; nrdO DETAILS FOR REFERENCE. IIOU�aE V I pE(1 (JOMPONENf6 -� M . '> ) DEPOSITORY ° AND REMOVE AND/ OR RELOCAfE ANY FIX'tUft1-J OR OB5Sfl.,Lr_S TU f ER,AH INS1!, 1 a c (_ AFTER ' HOUR DE F r (!F CT E ETWLF:IJ OIFEfOI.[) SPECIFICh tl0r! S AHD LOCAL. OR °i"fn f L LAWS OR 1 5 LAY f FFE UMIN6K . EOUIPMENT. IN THE EVENT a, A t )r LI 1 } C I' I: (Df: SHAT. GOVERN. 13 WHE:N BUILDING HAS EMERGENCY Arlt:)/Of? STANDBY POWER SYSTEM, ALT. BUILDING POWER RFOI.IIRED F'OR �. ._._._ •C3 = AU 1'CIMA tiC 1'f LI.ER MACHINE. III[-. NATIONAL ELECTRICAL. CODE, 'THF LOCAL OR STATE LAWS 0!2 ITJf, r%AI,JNAI. ELECTRICAL (R(n1. CODE _ ,. r.` +C,1 � F:UTUr2E TELLER ASSIST PROTE(; fION D!EBO10 EOUIPMENf ;NAL(_ BE COrNNECTED TO THAT SYSTEM. .�.�...._.,,..---.r.7,._ - E, G. to AL rEKM1 N� 6I ZG K�UU I F:Ep,, PKOv t Ps; i, ') FACE + r T Dt Oft CONT ACT T PROVIDE PULL STRINGS BETWEEi4 ALL JUNCHON DOXE:S AS RFOUIIiF-O, DI �. ,Ur,t A F. IAOt1 l 7 E,( 0 rA I 1 III ANU I NSfAL-1, JUNGf ION flOx/h1A I N, I N AGG6�)51 flI.G I - 1A, WHEN WIRIrEG IS RUN IN HOLLOW SPACES SUCH AS OVER -HUNG CEILINGS, AND SUCH HOLLOW SPACES ARE: , ___-':�'ro -- _J IIt__. _ M AKEA, GA()Lr: , Fr`U41 DGV I Gr 15 00 NOf Tf -KtA I NAfE • +V=VAUI.'( SOUND INTERFACE , � _ r,' r• r , 'E `�UCt ,� [!:%tom.__ t ---: -- -- Af 'fVlIS CRUX. If 45 TO 06 tJGEO AO A, PL)1-E- pUX I. ' +I i ��' Arlo IrlS1Al_LLU BY DIFOOLD, USED FGR ENJIRO,IriEINAL AiR fIAr.E?L1NG PURPOSES, OSE", THE NiRW(, MJ�I LlH LR BE: LI�iL) f 01? aOUMD DETECTOR ;i. AIA LOPE VOLIAGE WIRE. S ECIFIED, FURNISHED. - '. *V! VAULT _. __. 7 r ' : INTERMEDIATE c� U? � tJ2 � At -L CiAP)l-G5 AF;E f0 HE PULL -Fp ff'iKU I G' s'M% �,�. ! _ ._. FEI,Zf OSCS Ort i1E' iNJfAi.Lr.D ihl EI,F.( TR!CAt. METALLIC ft,lUlriG; Ft.EXtE3LC �.iE:l'nLLLC TIMING, INTERMEDIATE n ..� � :, ' « { : r' dA t 't )UOF? C:i)NTEtC r' , (' (2) ' 0/P'-• » / " GONfKOL PANOL• N I V , 1 URLI-,N U , f c 71; i - C RONU, . ECIJRITY AND (ONDUlf, RIGID Fr!L (,,L COlIDUT, METAL SURFACE RACE -WAY OR W1RErYAY WITH METAL COVERS WHERE .__- (U) /P _......... .. ......_...'. --- .....,._......._. __... _ .. r ( I . P t IFl(/11lUrlS aL r ! UR lrl Ir! THE i,LtE.iILD f.,Lt. f ME'rAl. _-_ _..� (_` _ . _..... 1. Uttl.. h.f?F. f,iE.l. ! L!, HI_ ., L_ >, I R 7r L) S1tfT(-F1 •It r 11' : r YtlrlG Si ICF:T)}r1AY BE. US!U. tsG(:ESS U:', OR FLEXIBLE METAL CONDUIT. (5EE SECTION 300-•22 (C)NATJONAI_ CLECIRiCAL CODE M.E.C;D. r � L _ .. _...:M I M,_NJQLLY ' ` * A SI,RVEF_LANCE CAf.ILE� SCIIEDULE (SEE FOLLO �> r: (' l ..F ( 3) I " GONUU I fC) by 1`1'1( G, G. �� ! w W W Ei?. [_._]. , «3F=rA 10 FREQUENCY RECEIVE -1i AND LAI .,H„MODEL ., c ,+ ,19 I RADIO F t P sallr'T BE !_' M•,NIF,tU11 OF 1. D HIRE STUB -OUT A7' AEI. JUNCTION BOXES , DESIGNn'rEp 1 Of? CUr..1F(,iION Of: DEVICES, ” " �„ t- " „ �__n ((�� 41CI , I , ' I r E� FIAVt- SWCEPIrIG BE.rlDS ANU ANY t?IINS (NAT MAY FOftfi n WATER f A � �, I I _ Q�R2- RADIO FRE QUENCY HAND -•FIELD TF?AN,MlTfcR n,.l. COIIUI,If RU S SHALL( 16) G/P ) (t} >/( , (-•i) /P � �� _.---'KJ-31X PHONEPROVIDED WITH DRAINAGE: HOLES. CAIJINf.FS, OR fUrt SPLlGI•NG, UPJLhSS OTHERWISE SfECIFIL'D, r (`.7) ' G/P" fJ2 fat� A cji JACK OY 6. G. «R:3= RADIO Ff?EOLIE:NCY BILL. TRAP -,. ', .,..-..._...._.._-...___ ....,......._.............-_.............. ,, ,. r• .! - :...r. I '> . ,..... _.. _. I • t!U SNA(._ IInvE' T'Yr'U tl, f 'T( F 'A. H DE'JIC" ANE)/UR CAFAERA� IS TO Dr OETFRMINED BY 'OWNER/ARCIiIIF.CT, OVlNGF, t0 PKUV I DE ",I :""', '"', (r MU TION SENSOR h. ALI. CONDUIT EN TERING A VAULT f WILL BE RESTRICTED TED f O I /a MAXIMUM n I I6. FHL EXAC r l_O .A E )N 0 E C E � A ( f , t A G F' RENDS HALE ESE SO THAT ( s I i c' N r, (l) ` D/P= s,, ANf E'NtJA VEK I YY MOUNT' L t1G U•C-161 BENDS W!1f111J THE tA1Jl_I ilALL a[RUCfURE:. a,tr,/,rl.1E-M._Nr n [iEi a S FOR f?Et.�i.It,iEtlD O LOCATION Atli) Ir,JTALI.ArI0r1 OF DEVICES At,i)/Of, CA,lEIiAS SFE DF:CSRIPrIOrT� C LAN r,ONNEGTiOr! ./ AND 6xAGf LUGA•fION 36C� 9t . C% ! I I I I PASSIVE LNf-RARE D 1 . ._ .. ( I) ./P' _.._ H PAN a r ,1 6 ..rr r- - K. EL 1.. )t G .... ....j .... _... __ ... c .. ..............__ .. ......_.......- . _ ...... ...,_.. URAINAt;f:: IS l U TFIi: f.x f F..R!UR OF THE: VnUI T ON fOLLOt !rlG StlrE1 � C � -. _. _.. Oft At A E : ' NU i - 1 6 POwE R �UPP1.Y -_ -- ._._ --_ --- -._ _._, --,__ __, „-.._-_` . '' ' < < ': c' - F IS 11/' ; HOWEVER, M1i1'HPLE HOLES ARE 11. JUNCTION DUX SIZES AND RECOMMENDED LOCATIONS ARE DESCRIBED ON THE FOLLOWING DF f•AIL SHF.E f. �, - r f. ir! PE:NL1'h?A TING CXIS fLlG lAUL r;, fH£ MAXI'AIJIrT HCil.t. ,IZ . , e > h7 UI UNIVERSAL f OWER SU PLY iq �'JI -. IG CAMF,RA POWER 5UPPt.'l I'Ff2Ml'(fl:0 IF RE01.1IRED. F.C. TO DETERMINE SIZE REQUIRCD,PRO VIDE AND INSTALL JUNCTION 8UX/MAIN ----_ --_, ____ ..__.._..._._... I - 1 I ,� +V2 = 8 CA�riE RA POWER SUPPLY OWN' CONDITIONS EXIST: IN ACCESSIBLE AR£A.CABLES FROM DEVICES DO rJQT TERMINATE AT THIS 80X. • I f'`I- MtJTERRIJP rIf3LE F'OVtf R SUPt'LY iJ. E.XlS'rlttC ALARM ArIE) CAMERA WIRirlC )ALJS'( EJE REE'l_,;CEU It: ANY UF' 111E i �Ll. I G / 1 r , .0 U _-UP , .....______...__ __.__ ...__-- _.._ - JT IS TD BE LJSEO ASA 'PULL BOX" AL.L CABLES ARE; PULLED THRU TO TIDE MAIN (1) G/PJ S � C �i _. .... ....... . . . .._......_--. - . " Y . f I [co). 1 N VAULT _ I " `1.- - U VIDEO (MACE .�YS1 EM- ACCIJ [ RAK c I ALARM CA JINET FOREIGN VAULT' :!, { . _ i1, THE fX!S'ilr,G 'ftlRhlG IS rlOT l!ICLDED !V;i DOOR PROTECTION V :: DIGITAL 'VIDEO SERVER " IH( UO NOT NAVE TILE:RMAt.!'LA STIC INSULATION I ,,. , r r -i 2' -0" GIIKp '';� 1-1 ti. ]HE: EXISTING WIR E, I I 1 f C AN CAMERAS ARE Nor TO INTERFERE hlril f ARTITiON WALLS, INTERIOR LIGHTING, I (1 } " G/P"' -.� I ,, V r f,, l U(rn I ON )F UFVI CS D , . _ ...... ,. "E ' TINT WIRING DOES NOI FIA(?E `,tlFFluftlr CONDtIr lr.)R:, , ., _ �l• � DIGITAL REMOTE UNIT (.. THE CXIS r �,: r I PHONE, St1!(CfIES, ETC, I �_ J• SOUND C)E'rECTOFt ,;, D. THE EXIS rl dG WIRING SIZE DOES NOT MF.E i FiIr,GOLD ,f LCIFICA'rIUM I FU1 DRU = ICITAi. REMOTE UNIT1. EXISTING CAMERA AND HOLO -UP DEVICE WIRNG ARF RUT! IN i'HE. SAFAE CABLE [it MOLE i (1) " V/P". C VAULT DRU U .-_ _.. . _._ E. Il1E E.X . i III. ALI. CONDUIT REC(})1)SENOCU Vii' METAL cMIN.! UNLESS SPECIFlEI)' UTFfERWISE. E.C.TU VERIFY AND. CO)riPl.Y i _ C 4 ._ RECOMMENDED - SOUND DETECTOR INTERFACE ACE T. vlDo PFiocESsaR —___- I C : P FIE)tJ IL THIS RULE MAY BE MnDE PROVIDING ff:E EXISTING WIRING IS IN PROPERLY WITH AL.I:LOCAL CODES. li ._... Fri !; I - ) _ ._...--. ANE X L ` -- -'-- -. _ . _ ..-..__._ ..._. �� VAULT U L I •-__ _.. _...,......._ ......,...--- --- j ,,, r I 'N TI,F. SAME CONDUIt _________. _ - `-f_ f l� - I U7 = COLt)R (lIIAU PROCESSOR Cr?UUPtDED METALLIC C�t�f)tJIT, THERE IS NO UNSHIELDED Cn►.ikRA WIRING I E ) 20, EXPOSED CABLES BETWEEN Of_V1CLS AND JUNCTIGN BOXES ARE: SHOWN: - --_._____w. ,.I . J t _._.._.._ _ ..._. .. r 1 ,(, r Ir. At f}TFIYT? S TANUARr) S I. nBOVE, SHOULD , ,,, . , ,,. .' N « ' ^ � • • � (' � : WITH ALnrtl;i 1�I4IING AND THE NIRit{ , MEETS � .L OF TI'IC h VIDEO CAMERA V JA f CAMERA ENCLOSURE 1, •, , r I '; i PR:VENT F,1LSC ALAIR i i'trIICH AHE CAUSf;D 8Y ! )R J' NrHarl 80XE5 A( pl:SKS AND POSSIBLE FUIURE DESKS FOR CON"JECTIUrI Tt}. NOI:t}--UP DEVICES 9 R�SER A ,,E.tt:t?Ir!`, DE t?EO.lIr,FD nT n ._ATER DnrE 'F0 : E » ,' 1. FLOC J IN � r � . dt11.1_ BE THE: fif-S DNSIfilt.l'f Y 1, " ,! L l) w - I/ 3 HIt;N PERT UfihAANCE COLOR LAME RA - 'r r' ''RING OR RADIO FF?kOIJErlCY II, rCRFLRLNGF, JL(H REWIRII,(, ARE. SUPPIJED AND INSTALLED EKY E.C. EXAC f LOCA FIONS Of' FLUOR BOXES ARE ((i EtE Pf?Q'JIDEO DY T11E. �}MR A CI OFtI,E11C WI n ALL, kQIO- W� D E 0 I. ,oC2':: 1/3' CO -OR DURACAM CAMERA OF THE PURCHASER. OWNERJARCfiffECr. E.C. T() VERIFY LISE OF WALL MOUNTED JUNCTION BOXES , AFIUJUR OVERHEAD GOrlf)U1f. I` �C:i-: 1/ ' C�LUR UOMC CAMEF?AS �a t) f AMt:RA WIRING CANNOT E3E Rl1Fl Irl TIES SAME CorlplllT WI IF 17{J VOL.r AMD ABOVI PO'�II f? I , i SCA = I/� t..OL.Orl CArJ1L:RQ J, Al.n.t`, .1rID C 1 ?_2. E.C. TU fTtOVILE ALI. POWER, ALL VIDEO EQUIPMENT rU BE ON TtIE SAME POWE PHASE. { -CV= 1/ COLOR CAMERA MOUNTED ON VAT WIRING, 1.0.4 VOLTAGE WIRING OF 30 VOLTS AND ABOVE Oft fFLEPHOrI. l.lrll"S. » j .... , ...1 -. ,.... . _.. ._ . -, ..... .. . . — . .. (�_,. D... VIDEO MONITOR r . FOffv REFERE INCE 0 mN= LY I ;, ,�� � l'`� I r r IU. Al.l. 'NI{ilrlG .iHALI_ LVL fAG;CzD DY THC ! LECTI71CA1. CfINIRACI'OFt AT Al -I.. JllrlCltOrl FOIfJTS AhID MALL t:,.3 i C3 I1 .COLOR MONITOR TESI FRF_I:. FROM FIRLAKS, GROUNDS. SHORTS AND/OR CROSSES 61T'WEE:N COI'll TORS. OU NOT (.ABEL CONUlJhfS, S LOCKS I - �° I ri = rAAr,NE nC l..U(:K ---- CR�rr!rr4; tt . — K10902AL-1 IN _.._ _ . �. - - � �..___ - cc; tPr ;Gdq DNANIM. EL:ECfFZQI�IIC SECURITY ItL.ARM LAYOUT t 1. KF i { �Et /f: f' E U iP IanKK� L (J K A iV i EiL� 5 _ __ _- - M. G. _-,-_.-.-,. I! 0?_ _-_-.--•-__---_ - _,.....-------- . _..._.... _.._ _. _ _� _ - KGV { 5EU PES, MA,K 6U -UP _ DE.AV i r (�> GFi \N(,EU t KOOM NArdr M. G. C . (/3/02 --.-.__.__.__-______ ___ _ -_. _.._-._-._-..__-..____.. , - ..--__.___- -_ _ _ _ 1 ;' :, ,. c, 6 ,c fJEK fdAf�:, U UP , c KAW i N, 0 J, U r GIihN. t �EleV,f NJMOS r, M. C,0 _.--.-. 1 ' '. . .. .—___ -V l 56U PEK .__._....-.-.. MARK F 0 IJP OKAW I NG9 ,',1. G. 0, ,. . 2/G/0J .._,: _ _.,..�.,�.....,.�,.�.." _.� - - �............. ». .�. r . II 1 .. d' - --- -- - - C'> ,,, . „', .,, •, ---- ----•--_---..-'.._-__._...._..__-__..__ - �-... ______...-._ _» �. - _....__._ __ -- ------ 3r 7�i; LAKE MARY FLORIDA � � � ...._...... ___.__�..r-�__ __.- . -------- .. DIEBOL D INCORPORATED _-..-.-.-...__._....--.-._._.._-.-._.-..__.__--.-......-_-_--'-"-_.•-_•._`__--.-,_---.-.....-_...._..__ ____.__,.._._...._._ _ .._.,...--+_'•----•—•-•-•...,...,...,.... 37 SKYLINE'DRIVE SUITE 4IOU ru,cc-PYRIGHr )r,9:1. Diobola,Inc. All lif,ltu riv*orvo,). 111j. 10 M.C.O. --- 2/13/02 AMSOUTI-I BANK_ �. � _ _�__ _ ____— An Unpublislmd Work ",I,::,; NEP. --­---L---_-------REF_D fUTYPE x$20. c�Nrrt:,, r ft,. ---- ----•--_---..-'.._-__._...._..__-__..__ - �-... ______...-._ _» �. - _....__._ __ -- ------ 3r 7�i; LAKE MARY FLORIDA � � �:_ _ ._.�_ .--__._...-_ .PRO _-_.. _.-__._..:_ --- ------ . _ -.. _ ;.�•� :. [� _—__� _ �. _ ..._. .__ 1... u1.. 1 _____ . ____ _ __.—_ iHtS DfIAHlNG I � TNL: FHCN'C•.RTY OF DIGeOI.D INC. (� UNE �— ---- CR�rr!rr4; tt . — K10902AL-1 IN (40O 540-2000L,; cc; tPr ;Gdq DNANIM. EL:ECfFZQI�IIC SECURITY ItL.ARM LAYOUT rnr. 10 2 ,, , ,, , „, . . r, . ,u.wr,vw.w««.• ..,,.ww.w.-------.-----,----.---_.._..-. 4- . j... - _ '� 1__.______... __ .. __._ __. --- - r I� �'1 F-� M C� U I M N _-1 ,d 1 - - ......_...._-_,.-_,.._,.__..._...__._-._.............."-_..---._..._.-,�_ ___ I `'' ' PART NO.: 19-041501-000A FLU513 MOUNT BOX REQUIRE:MEiNTSt n FOR FLUSH MOUNT: LOCATE OUTLET BOX FOR POWER SUPPLY ��` (-ON 1 Rot f ANE.I.. D-1700 DIMFNSIONSt i6' W X J6'/.' H X 33/5' D (2) 2' X 4' X 2'/a' STANt)t1RD OUCLI_f t)OxES FU!1 IrJ5TALL OIIfLEC BOXES FOR PERIPHERAL ULVI(F.S (rRANSFOftfiEf'.) wrrE!tN 50' OF GA[3!r4Ef .I , ,• WEIGH f. 25 L.B (11.2.5 KG) PERI, PERIPHERAL DEVICE. i f2 /y' S? t) ON CGM [kR A ( 4'-3'(I.i9S) SUCH AS ABOVE n SIJSF'E NDPf) CF_ILING /'[`, POt4FR,S(JURCE:1?.0 YAC, CO IIZ. 20 AMP t1NswiTutu.) 2' X 4' X 2%s` S1'nNDAKI) OUT'LE'T DUX FOR TO FINISHED FLOOR. AND ACCESSIBLE. ' 16 VAC, 40VA (TRAN;FOfT4(E:ft) POYIER SUPPLY (I'RANSFORhi(:.R) r (. ...I FOR SURFACE MOHNT t ,Ns CALL CABINET NOTE , EARTH GROUND IMPORTANT, CONNECT ' SLlFtFACE MOUNT BOX PIEQUIREMENTSt FROM REAR MOUNTING HOLES 5'-U' (1,521) TO LULU WATER PIPE QR GROUNDING ROD. / :, 7 • r ? T: " t F! ISHE D FLOOR. , I TAtJDA(,p OUTLET r BUX WITH 1 3 r 2 X4x a Pl /a re(?)BOXESr - r REQUIRED F BAT Y - •rR' ( U R L) +• r-• E r ) •r r r? ft alJ( PE -Y) itPJOCY,OU f a PRO rID..D Or. AL.L .,IC Ea OF STING! UEJ"rLF: l' AN[) COV,.Tt (POWER E S C N TALL .D Y E.C.} Y UIFUOL) I S ..� .. SLP EIEC) ft E«. . FOR EACH CABINET, CAE!INLT FOR (..--".. ACCESS. f3 ' • • . ._,__-..---_-___,..___-_---....-.._...-.-.-.__...___,-.._.._._---._,__...___-._-_-___...__--.._,.....--_-..-......_..___..,_-,__._,._ --_ ` la, (-" IM KEYPAD SWI TCH/CUN'rf;Ul_ PART MO.: 19-C)36S"/3-U On FLUSH MOON f BOX RFOt.11ftEMENTSt FOR FLUSH MOUNT, INaTALt. OUTLE I BOX . ' � f-�.�:,i1C4 `>E:CIJfiE$'rA'I' ALPItA NUMEEiiC DIMENSION`S..81/y' W X rir/2' 11 X 'j'4' 1) 4' X 4' X 2'/0' STANDARD OUTLET BOX (:F 11'FRED J' 9' TO F!NISFIED FLOOR. CA --I POWER:I'LVOC FROM CONTROL_ PANEL (64rETS AOA REQUIREMENTS) • 21 .rIGN7't1LB L45 KG) . ,, _ _...._._, _ _.,----- _,._,........ __.... -_ _ _ ..._. __ _ .._._.._ .. ........_....._..__._-__ r._.... --F .._ _ .__ -_ _-_.._._.. _ -_ _ --- -_ .._... _......, _ _._._._ --_-. _._ .__,_....... .._._._- __-._._.._. _ _ IF..: c... n,,, _ , •, •' ' t I ,l' X 4' X z1/ ` STANOARD OLTILC'T Flux 4'1 , ';, PnrT'I' NU.:19-042252000A UIGI iAL CELLLI:..�1Fd F3AG .LIP ',; T_ Yll'fH DUPLF2 REGEPTACLE POWER SOURCE,K, JAG 2A PEAK CUF2R._N T [...�1 / ! , r .. 3ox r STANDARD D oUrt 1:. t f E S X 1 X _ s r NDA CI I '- I ) „ z , 11Pl_iNh .716 G(wLL 6,J :.._ :,-`' /B T, t� !,� th _,.. "r .,.,.,'" -, _::=` 4'rlTi'I QlJADRC�PL} X rtECEP TAC1..E . , r - , , .p--,., ,,' �' J`�,„ . ti , �"' . 11 _ .,.._.._._.,.,_._,.__ _.-___,..._...-__-_,_..._- .__-....,_-•-_,-.-,--____„�__-..,._.___- ._.___---_-_ - _,..�.,-_...::._.___ __-_ I, - , �. __ _.. �-_ _ ..,_ ...,--.,..,_.__,..,--_^__,.,..,,,-...-._,...-..-.-,.___.,,__,_<,.._...,_._.._.........._.._,.._........ ......_....._-..,,. _,.._..,,-,.» ,_ r i <_ Fl_USH MOUNT BOX REQUIRE:MENi-st (-I SURFACE MOUNT ON VERTICAL WALL VISIBLE FOR LO�:ATE TRArJoFORMER NEAR CONTROL CABINET _ FA , ! , .PAR f Nf).: 3) 00154E UO()n I ARD r)f2 RESPONSIBLE PEFtra()N (KEEP SIGNAL n7lA'Y OR ,JUNG TION BOX MAIN. AUDIO/ 11$UA._ r r c r S . i . (It 2' X 4 X 2/H 5TArlDAf20 011'(LE7 BOX GUARD 4 H X I D . DIMER, hJrlat 2 Yi X ig , , /fl /° r rJ r ! i /: ) 1 111Th I v o iw i c u r MAY AR' . -{� ti f ! i3l EW , )v U I IG 1IE .,I S Y �1/ FRU . A "VICES) ) r. L I (PERIPHERAL. L D LI IaI.ARM LAMP IG VnC, 4O JA tirtt,rlSFURFAE:it) L I DCPF:NOING ON JOE? CUMI)IT'IO;yS, �q` METAL CONUtJfT REnUIRED FROM (:ONrROL I CABINET , 65'116 OUT 'Y,' WITH STANDARD THREAD } i ` j AT AL.ARNj LAMP LOCATION. 4 i A ' - . ._.-....__.-._.--_-_.___-__.__...:_.....___._.,--_.___. _.._.._.._ _ _._�..._-_.._,_.-._._.-..._.�.._........_.____.._�».___ ^_.-__..__.___.- (......_____.__.._________.._..________.....__..__W___._.__..____..__._._.__._.-----._.•._..___ �.___._.__..___._..__...___..._......_.__. . ...,..__ _ .-..---.._.._. _ -.-•--•--_-•---- " i�Ir (uH AuTOMAT!C MONITORiNG .r__4 Ctl F>ART ": Ii OU7.H65-0000 iAFE DOOR CONTACT ONLY !' X 4" X 2'/y' Jt1NC'T!0N BOX INSTALL JUrJC"i!UN f3QX BEHIND CIJESf " \ W t VFR AND TAMF'FR SY?ITCH ! WITHIN !<.' OF CI•.EST CONDUIT STUB -OUT, CI SAF AN CILST PROTEC'r1oN FART ": 01-057180-0(100 HEAT THFRMO ONLY If 1 CO . E D ! RACK BOX, OR NIPPLE. (VERIFY CFlES"r FAORf:1.) IPART "e 11-019047-00!A QOUI2 CUNTr,Cr & , HEAr THERMO PART '°: 41 -01404Y -001L DOOR CON'(ACT, HEAT THERt,4U PROVIDE RIGID OR FLEX h(E TAI. CONDUIT E, SOUND DETECTOR Vtf[It Ff20FA JUNCTION t3()X 'fU CHESt 5FUU OL3f. SOUND IFFi RFALE RACK, DUX, OR NIPPLE. +1: .. PART n; ,II-01,10,1*1 •00IF' DOOR CONTACT Hf:AT THEE{FAO i sasmic DE FFOR NOTE: ,. ALL DEVICES MOUNTEP INSIDE CHEST OR CHEST DOOR _ ___ .__-._.___.__ _ _ ___._�__ _ _...___.._. _,_-___ __-----._.._.._..._._ _.^.___......_...___._.-_____..__.._,_...,.-.,---_..__.__._._-._.... �: rI , ,I , LI AF I ER HOUR -DEPOSITORY (CONCRETE E. ENCASLU) C..E : I TF.R HOAR DEPOSITORY (STEEL ENCASED) A ± ,' (�1F4 AUTOMP,-TIC MOtvIfORING �A+iTCfi FART ": II-CO2F365-0001' SAFE DOOR CONTACT (),JI.Y 4 X 4'X 2/y JUriCTiOh, BUY. _ , , c WITH COVER AND TAMPER SWITCH !3EFO , ,, CONCRC I F.. ENCA,SEMEN f IS FUftFAED, INSTALL JUNG rEON E30X UN WALE. AETUVE AF fl C2 AFTER HOUR . DEPOSIroRY Fan, sit 0I cl iab-ococ HEA f THERMO ONLY !. PROVIDE: RIGID CFt FLEX ME')At. CONDUITS F'EZOM HOUR HEAD AN() JUNCNUrJ t3oX ON STEEL I PROTECTION PART N) 41-•014047-001A DOOfZ CU�J'rnCT ?e CHEST RACK BOX STUBf3E:D Our OF CONCRETE ENCASt:FAf NT AT CONDUIT PCNE.TRAT!ON • HEAT THERF.(O ` " FORM AND AFfE:R HOUR HEAD STUBBED OUT OF • PART "t 41-OI904Y-0U`:? DOOR CONTACT IIEA'i THERMO PROVIDE' RIGID OR FI:EX METAL CONDUIT FROT. 1`y ' FA SOUND LIE 4'� CTOR 'IiLCrI COt4CRL:TE FONM 5UUNU INTEF4FnCE tNST,1t_L .A.1tJCTlUPJ BOX ABU`JE AFTER HOEJi1 HEAD Wrat.t. M011PJ"TED JUNCTION E30X 'CO JUNC ilOPi r BOX UPJ TUP OF STEEL ENCASF.'MENr !'` PAR ": ;1.0140,1'1-OCiF DOOR CONTACT. HEAT THERM) IN AREA OF CONDUfr STUB -OUTS & SEISMIC DETECTOR 11 II PROVIDE RIGID UR FLEX )Ai fnl. COtJULIITS fFtOM FNVGLOPE Uf:P05ttORY 41 `, ! JUNCTION Box To STUB -OUTS AF -[LR POOR INSTALL JONCTIOIN BOX ABOVE: LOCKER NO (Et t < : r5 Yi1TIIItJ IFi'UF LUCYER CONDO!"I' KNOCK -OUT. ALL DEVICES MOUNTED INSIDE CHEST OR QHESF Do.R i :; . . . j VERIFY rRAMING AND FIF11511 AROUND LOCKER I ", .._._.,.__..,__.-.--_.._-,__.,__-_-,.__...,_.-,._.___..._.....___.._-.___-.,...__ .. _._.-.._..-._._.__.--._r-..._.._.-._-_..-_,_.-.__ ___ _:. ,-_-_-__-: _ ,, ! , ; SIDE E.C.O RUN 'f' LIQUID TIGHT FLEX METAL r TALL Jt1NG'llO.4 E UX ON HINGE .,! ., C I C , " r_ F r 4 4' X k •JUN TION BOX INS a /-.. H ALI TOMATiC PAONt r aRIF1G SWI I .,I1 FART II-OU'LBfia 00(10 ,,A(.. DOUR ,UNTAC I' UNL'1 X /0 I'' ' ' +r ° �- ! -" ''•C' 'A CONDUIT UR ' RIGID CONDUIT FROM t`•�C3 (' S r. PARI' ^; 01.057030-0000 HE,A( rIICHFAU UPA_Y WITH COVER AND TAMPER S1'/ITCH OF AtM CHEST WIT I I,J G J OF Ar, �'� Al1'rOMA'Ti. ELLER MACHIN PROTECTION PART 41-014O4Y-OOIA DOOR CON! -AC`( � CONNCCTION PLATE. JUNCTION BOX TO CABLE'. CONNECTING PLATE. 11 . ;': - HEA'( 11WR)A6 ' LOCAFr IN ACCESSIBLE AREA PART °: 41-01'4Q,17-OOIE DOOR CONTACT, HEAL' 'CHErth4(} XES CAN Ell- FLUSH MOUNTED WITS! & SOUND DE: i EC I OR Wild EJU SOUND INTERFACE CONCEALED CONDUIT FOR NEW CONSTRUCTION „ < _ r DOOR CONTACT HEAT 'rHEftMo ! OR BDx[ S CAN E;E sURFACC MouNTf D PART t it 01404.7 0 )IF D SEISMIC UE. f E:CI'Uf{ WITH EXPOSED CONDLA F FOR EXISTING NO'(!.:. ` I CONSTRUCTION. AL.I_ DEVICES MOUN(ED INSIDES CHEST OR CHEST UO( -'1R1. _ .. .. c AUTOMATIC MONITORING swrrui PART NO,t 39-004531-000A 21/i)' X 4' X I Yg STANDARD UU rL.ET lox i_j IP,aT ALL OUTLET [iox ABOVE CEILING. NOTE. SNITCH MOUNTED OrJ JAMES ANU MAGNET ' ( _rDIMENSIONS,'! kl 'I '' X 'H X ! 'U Nr(FI CU'/EK, 511.113 CONDUIT INTO DOOR OPENING. MOUNTED ON p00R DI DOOR ..oNTAC tEGULAR , SWITCH: . 2/z W Ya /2 r 2114"n I i (ON SECURI D SIDE) MA6NE T: 2 /2 /, ,C''is n x /u O 1 ; ,:2''CONSUMPTION: ;ION. .25 A)AP 3 WATTS I POWER NOT'Et FOR DOOR SWITCH. SURFACE SOME APPLICATIONS MAY REQUIRE 44 i E.F:AD "T'(F'f "6 SCREW 'rEt?Fr11NAl FAOUPJT` TO 5' FROM TOP EDGE: OF SWINr, SPE C(At. MOUNTING CIRACKErS, r ,� \ SIDE. OF DOOR. (NOT HINGE SIDE:) TO BE: FIELD VERIFIED. I GAP DI., i ANCE:::1 MAX. -. _ _. __...._...,-_ .__.__._._ _r_„-_. __ _.....:______ __._•^,-____, .__-___-;,___.__...__._--_ w..._.__. _._.__. ............... -.__...__. _ _ _ ........._._.___.-_....._. ____ . _.... ,r ` EU �Ell_IN, CC AUTOMATIC C F N! fOf?ING SYilTr;H s..r 4 SO. X 1.1 D JUNCTION BOX > .I f)lJ(lED VA1j1,1.. (FL:USH MOUNT) (�] �!J`>F?�NQ_ . .. � ° AU T JFAA I AO PAR r NO,. 4a oo J uC xx)a __. 11- ), J !,' ! ,• °r) X 5 ' FI L)NIVE'RSAL °52171-1 wITH SiNGL E ! ,.ILJNCTION BUX FL USIA MOUN rEO 1N VAULT JUNC] ION BOX FLUSH OR SURFACED MOUNTED ! , DIME 1> ONS) , a a0l1ND i�ETEC;TOR INfEFiFAGF.: DEVICE COVER UNIVERSAL. "`,i2 CO ! 'L.!PJG '>'?ITFf RIGID F(CT'nL CONDUITS ON VAULT CEILING WITH RIGID OR F'LF'X Mr (AL CLI ! CUNCEAI.L l) IN CC)rlCRF;'rE F'OiJR .AND SOl1ND CONDIJI'f TO JUNC"PION BOX SURFACE MOl1N CE • No'r n aOUNC) bE:'fE(.I . t. DETECTOR INTERFACE MOUNTED TO J'[loX ON SUSPENDED CEILING AND SOUND DETECTOR E-1 PUURE'f) AivU- FA01)ULAft _NAIVE f, iSUF?FACE MQl1NT) IrJTF.Rf'Af,E MOUNTED CO JUNCTION [30X fiEQUiRED WHEN SOUND 1.0"1 VC TURA t+fiE: t„L!). Jur r l'Ir)N nox SURE Ar.E: EA(}!.JtJTE❑ ON VAULT CEILING WHIT LXPOSEO CONDUIT OR 'HIRE ` ( RACEWAY AND SOUND Df IFCTOR MOUNT' ', 11'1'1 rU .JUNC TION DOX -_-..__-•.-----'----.---�...._......... I....._ -._.. _:.............. _.---.-_......._.-_._.-..._..._.._-..__.-.-....._..--_----_--,_._..._..._____..,.__.... _ - . - ` MONITORING c _ - `' '2118- X 4' X .I %p' JUNCTION BOX (•-1 Pq_URFD VAULL V (i L 11,,H MOUNT) n SLFPE.NUED_CEILING J•o(' AUTOMATIC FAOhITURiN� SWITCH f ART PlO.. 33 UUlU8t3. O07n _ , -• , , - _ `'It R )HFA('= OUNTFfJ D 4! • UNIVf RSAt. "5£s;t6! S/4 JUNCTION UUY FLIISFI MC)IJNTE.D iN Vn:.IL f Jl.1NC'fIQr1 E30X FLUS 0 S. LD M �V S DETECTOR U!F,4r.•.NS!ONar ?. %' W X 'r,,E D X 1 /r k! SOUND Dr 1 F ., r .)It CEILING Wfi'tl RIGID t.1EiAt. CONDUITS ON VAULT CEILING YiITH ftiGlD OR FLEX Mr ('AI ' CONCEALEO IN 'CONCRE rF. POUR AND SOUND CONDI.Irr TO •JUN(: HON DUX SURFACE MOUNT. ! DET£.cIOR Mr�UNTF:D TO ILJNt"TION BUX UN SUSPE:r1T)ED CEIl.1NG ArJU SOUND pETCC7Uf ( MOUNTED TO JUNCTION BOX . !...I F QllTt A __M�J[)UL�AR _YAtIJ�'T ('SURFACE MUIJN"T) JUNCTION BOX SURFACE MOON i'E:D ON VAULT I CEp1NG Y1ffi! f;;<PUSEp CONDUIT OR WIRE RACEWAY AND SOUND DETECTOR MOUNI'ED . TO JUNCTION BOX _-_........._.._._.._......----.........-__._.._-.._..--•--.,...... _.__._.____._......._..._._....._.___._.__-.__......_...._..._......_..._.___.,_....___..____.,_.__,_,..____ ___ _.. S AUTOMATIC MONITORING swiTC!I PART ": 29-002051-00-'.4' X 4• X 2!/s' ,JUNCTION E)OX INSTALL JUNCTION BOX Fl.l1tiH MOUNTED lhi5!UE YRUt i „ °r: < ar _ COVER I 7 [i0 )12 OP'NlrlG CFrrrC.ft OF BOX 4' ON EITHER I" A r C_ L A U! E. Y A J t. C E /,`�V3 NON-DIEBUL.D VAULT L)gOrt LINIV..R.,AI. .>2.1(i IY?I'I'tl SLC FL Ci 1 PRO I F..0:TION SIDE OF ri-ir CENTER OF VAULT DOOR OPENING. AND 4' ABOVE: . VAULT 000R OPENiFlG HEADER 711"UI (I) %2' FAE'rAL ('( NDUIT FROM JUNCTION BOX SI'11B8FD OUT I' THROUGH tIEAI)E'R W11r1 STANDARD THREADS. 11 I; I' _ -..__ T__-_ ._._..__._..-1_______ -_-._.._................. ____._.:..._..__._____�..._._..-,._..-.._.._.-.__._._.___,..,__.__---__..__.----__.._.._._.�_.....,.._...___-._-._.____,_._...._.__T _ ._ _ _ -T --_ -- „___,._... -_.._._..,._..,_.�-.._---...._.......-_ y :' M AUTOMATIC MONITORING SWITCH PART ta, V MODEL: 0281 NIC !I/2' X 4' OCTAGONAL JUNCTION BOX �.1 SURFACE OR FLUSH MOUNT ON CEILING. I_} INSTALL OUTLET 60X nF30YE Ct f_1NG, \° �. < • r UNIVERSAL "511151••3/4' STUB CONDUIT 'TO DEVICE LOCATION. ' I OUTPUT: 12 TO 1-? VDC I , MAX CURRENT CONSUMP r!ON: 980 MA 1 ..,^ ourPUTst I6 ! TRANSMIT f ER S SUPPORTED. 611 ! OPERATING FRCOUENCYt '902-928 MHL ___......._...._ T-_ _.... _ ...___.._.....-....._...--_.,....:-- ..-,..____-_----._..-..-.......__.-__._.-..__...._....-.---..-.._ ._.1.._.-________..__ __ _._..- - _ _, ........_.._-._ _ __...._...._ -• - PART cJ').: 3101040490013 V )AGOEL: FA20:55 F] NO OUnr, I Box RE0una) LJ IIA14D HEI.() i::; ' • I,''-] SINGLE BUTTON NECKLACE Nrar!RNG rt Oulr{FCD. - R?.. PENDENT TRANSMi ITER Ui {ENS!ON5::S' W X LG• }! X I' I1 WEIGI IT. 2.1 OZ f'UWF'Rt .S,OV LITHIUM BATTERY BATTERY REPLACE'MEN'N BAT 608 l3ATTVRY LIFE (AVG): 3-5 YEARS � : OPERA'TmG FRCOUENCY: 902-928 MIIZ , i'' PART NO.: 31-•01=3490000A V MODCLt FA?.09 No OIJT(.[ T [SOX REOUiRED (.. NOTHING NG 1N ,IR i A "., �. � r:a .,,, , •rn x o ,r r) s Riet 1,7.0;•[1 . f ..1 NO7 HIr4G REQUIRED. '� � :, I': , I � , I 1 . I . ------- --.-- " rl� I:GV! F)E U PEI IAAr''!•`U-UP OP All l h1(i6 iA. G. U./02. r, __._. __., -OP --__ ____ _...__..__.......________•_.._..__.___._____._____.____-_._.._m...____...._...- _ _--,--____.__._-__.__.. R I ! 1 i/6 0. _. _ ' � ____-__.- z" -!J✓ Ur.ANJ IN6G � UC OA1 EV 1'0 VI:'rA I L VE-SCiK E P, I ONS h . G. U. /-._.._,_.,-.._._.... ._.._._._.._-....-----... -' i /1. K6V_ PBT; 1i,�KEU _ _ __ ____.___...-.._..._._._.._.._- _ Jia, K�V 15!=5 PEK MAKKE U -LIP VKA1'I I N66 14.6.0 �- 2/6/03, m�_ __T_._. V_.._ ____..�__._ __�_.. __.._. _._..___ _ __..__- __-.__-_- _ . .---___----_--_..._..____.�__ _- __ . A�..ARM RE UUIRE�.MENT -_•.•.,____•_•--..�. _._ _,.,.-._,.,.-. ..-+.+----..+.-_. ___r.,_.,.,., �.- r+•r._---.._•-..•_..-•.._.,.._...,.,,_.,.._._�„__,__•-•_•_,__••-_•__+_._...-_.._..___.___,____._..__..._..._.,.._„_._.......,..___•__'_____._...__„_...,_.-_.__ __--�_•__--_•-_-.___.-...._ .__ _-_,-_.,__----- r F t, A PASSIVE / ! I�R R .q/MIr;RQWAVE�360 PAR NO.; V MODEL: Dt1J?.q0 NU UUTLF! B0X RECrU!REU SURF ()R FLUSH MOUNT ON CI;ILINO, t r P!'.. L N A E �} Ci J INSTALL OUTLET BOX ABOVE CEILING, c Ut::ti.NSIGNSt 3 3/fS'UtA. X la/1(i'r) r , II a CUB CONUUI r TO DEVICE LOCATIUNr PUY?FR:I2VDC (8-I4.5VUC) DETECTION RANGE: 30' DIA, COVERAGE_ UP TO 15'-O' MOONTING NOTE: HE1GfIT (._1 4. OCTAGONAL OUTLE f BOX (�..) SURFACE MOUNT ON WALL_ CEILING HEIGIfri LIP 'f 0 15'-0' CENTERED '1'-6' ABOVE FINISHED FLOOR. _.-.-..-..._..-.__ �.__.._.-._._._--._._-..-.._-'_-._-_-.-.._..._._._.___-....._.-.- _.,_.__..__.._•__-•_._._._._.._.__..__.__........ _...-.___.__-__..._..-_._..__...__-._.......... _-.-.__.--..,---...---_-.........._.--......-_..-_-...-.....--_. -_._.. _.-..-.-..._._.._..._....... ......._ _ _...___.______..--____....._.._.._.._..'^_.___.... ____'___._._'_- -_ I Y . .� M PART N(7.t 19-036708-0001i 2/p X ,S' X 1/0 STANDARD OUTLET BOX SURFACE MOUNT CAD(NET' .FROM REAR MOUNT DUPLEX RECEPTACLE NEAR POWER UNIVERSAL POWER SUPPLY DIMENSIONS: 9%yW X IO%a' 11 X 3' r) wim DUPLEX RECEPTACLE MOUNTING HOLES 5'-0' (1.524) TO FINISHED FLOOR. SUPPLY CABINET, (50' MAXIMUM DISTANCE I ll POWER; 120YAC, 601-IZ (TRANSFORMER:IE)VAC, 45VA) FROM CABiNF1) Ul POWER OUTPUT.12YUc 2 AMP . E ___.. ..-.._.._._-_..-_.............__..-_-_--__..--..-_.____._...__ __--.____ -_._..___.____.._...._.__ __ _____..__._..__ ___._..__-._---..-__._ _ - _..-........._._ _ _ _ .. __,____,____,___,_________ - - - __ -------- __________,­__­_________ I I . I . VIiT)E:_0 REOUIREMEN] __.._-_-_-_..-_. - _ _ _._.._.._ _- _ _ . _----__-----�_ __._ _ _..__.__.__.._._..__...... ..___.......__.._.........._...._.___.-__ __ _ __»-..�._.-__.._- _---_.__-_---- ----___-__.-___._.__-._._...__.-_._-_ _._. _ D _.-__. ________ ___ _._ ._ --ART NO,: 41-016214-000-A r , • ! IN5TAL1. OUAORAPL.I:X RECEPTACLE S'fl'i'HIN IE3' OF ACCIJTRACK ALL RECEPTACLES MUST BE ON THE Ij RECORDER P 6 X 6 X I M.N. SIZE PULL BOX , <,. , <, DVS DIMENSIONS. 17%Q'i.441) X GI/.1'(.159)FI X 19%r,"(.366)D FOR COLLECTION OF COAX CABLES. DIGITAL. RECORDER. MULTIPLE OUTLET POWER aIRIFS MAY SAME POWER PIIASE. _J ACCUTRACK . DVS WEIGHT:24.4 LEIS (10.98 KG) BE REOUIREO IN ADDITION WITH VIDEO EQUIPMENT. THE: ALARM CONTACT CLOSURE, CALL LE 9viOKF DETEC rw UIMENalON, . rl X 5 DI.. WITH AC PO LR CURT TEAiPERA'rI.JF(E: 50' F TO !13° F (i0" (' '(() 45" G) (2) RS 232 LOCAL ACCESS, E'CFIERNC'C, AND OR SEE INSTALLATION NOTES THIS SHEET . . Y .ACLU FIZACK DVSy - PART NO.: 39-•014039-000-A 6' X 6' X 4' MIN. SIZE PULL BOX POWER.. 10-3x} VDC Ea -0 DRIJ DIGITAL RCM()TE UNIT DIMENSIONS: !iJ/,s 'W X 4 'FI X I%1'D FOR COLLECTION OF COAX CABLES. SAME POWER PHASE. AttrJ ACCE5501bES I (..( SUf<PACE MOUNT ON WALL SEE INSTALLATION NOTES THIS SHLFT , .166 SOUND & SMOKE DETECTORS, VAULr `%ENT:, CAMERA rft!P, VAULT DOOR PROTECTION, R/F RECEIVER, POWER SOURCE; POWERED FROM ° FOR ADDITIONAL INFORMATION. R. CENTF.RUD 7'••G' ABOVE FINISHED FLUOR. , . ': , ' °ACCUTRACK fEMPERA7�URE: 32 F FO Il_e F (0 C TO 50 C) __...._ __ _..__.....__ - w -_ .___. _.........---•----...___. _____. !Nr)VONICS RALIQ - - __-_-.-__._.._...._._.__-----_.__.--•._,.-..__._____....__.._-____..._._._____..._._..__.. PART it').: 31 V FAI I.A..FA461DR -_.__.. __ ...,.. __ 4 X % JUNC R' • 2 ts' X 10' TIOF1 E!OX UtJ(Vf.R:,At. 58361 _.._--...-._._........ ......... _,_.._._-_-----_._... _-._.___...___-.__.-_•_-.-_ , ' 1 INSTALL DUPLEX RECEPTACLE WITHIN If3' OF _ �. T� _ _ __ __. __.. __.._ � °F2F VIDEO SYSTEM SUPPLY DIMENSIONS1 It' W X 8.5' H X 1.15• U I 120 YAC UIJF'I.EX REC�PTACLE AND COVER N(:AR UNINTERRUr�•fAE3t.E PON?ER SUPPLY MOf}ULE, „- UraI POWER 'SOURCE: 120 VAC, 50/60HZ, NO LOAD FREQUENCY R-_'CEIVER WEIGHT'.. 34 OL ' E.()CA 11GN Ur" RECOVER. I,/91 ' I OUTPUT: 12 TO 1-? VDC I , MAX CURRENT CONSUMP r!ON: 980 MA 1 ..,^ ourPUTst I6 ! TRANSMIT f ER S SUPPORTED. 611 ! OPERATING FRCOUENCYt '902-928 MHL ___......._...._ T-_ _.... _ ...___.._.....-....._...--_.,....:-- ..-,..____-_----._..-..-.......__.-__._.-..__...._....-.---..-.._ ._.1.._.-________..__ __ _._..- - _ _, ........_.._-._ _ __...._...._ -• - PART cJ').: 3101040490013 V )AGOEL: FA20:55 F] NO OUnr, I Box RE0una) LJ IIA14D HEI.() i::; ' • I,''-] SINGLE BUTTON NECKLACE Nrar!RNG rt Oulr{FCD. - R?.. PENDENT TRANSMi ITER Ui {ENS!ON5::S' W X LG• }! X I' I1 WEIGI IT. 2.1 OZ f'UWF'Rt .S,OV LITHIUM BATTERY BATTERY REPLACE'MEN'N BAT 608 l3ATTVRY LIFE (AVG): 3-5 YEARS � : OPERA'TmG FRCOUENCY: 902-928 MIIZ , i'' PART NO.: 31-•01=3490000A V MODCLt FA?.09 No OIJT(.[ T [SOX REOUiRED (.. NOTHING NG 1N ,IR i A "., �. � r:a .,,, , •rn x o ,r r) s Riet 1,7.0;•[1 . f ..1 NO7 HIr4G REQUIRED. '� � :, I': , I � , I 1 . I . ------- --.-- " rl� I:GV! F)E U PEI IAAr''!•`U-UP OP All l h1(i6 iA. G. U./02. r, __._. __., -OP --__ ____ _...__..__.......________•_.._..__.___._____._____.____-_._.._m...____...._...- _ _--,--____.__._-__.__.. R I ! 1 i/6 0. _. _ ' � ____-__.- z" -!J✓ Ur.ANJ IN6G � UC OA1 EV 1'0 VI:'rA I L VE-SCiK E P, I ONS h . G. U. /-._.._,_.,-.._._.... ._.._._._.._-....-----... -' i /1. K6V_ PBT; 1i,�KEU _ _ __ ____.___...-.._..._._._.._.._- _ Jia, K�V 15!=5 PEK MAKKE U -LIP VKA1'I I N66 14.6.0 �- 2/6/03, m�_ __T_._. V_.._ ____..�__._ __�_.. __.._. _._..___ _ __..__- __-.__-_- _ . .---___----_--_..._..____.�__ _- __ . A�..ARM RE UUIRE�.MENT -_•.•.,____•_•--..�. _._ _,.,.-._,.,.-. ..-+.+----..+.-_. ___r.,_.,.,., �.- r+•r._---.._•-..•_..-•.._.,.._...,.,,_.,.._._�„__,__•-•_•_,__••-_•__+_._...-_.._..___.___,____._..__..._..._.,.._„_._.......,..___•__'_____._...__„_...,_.-_.__ __--�_•__--_•-_-.___.-...._ .__ _-_,-_.,__----- r F t, A PASSIVE / ! I�R R .q/MIr;RQWAVE�360 PAR NO.; V MODEL: Dt1J?.q0 NU UUTLF! B0X RECrU!REU SURF ()R FLUSH MOUNT ON CI;ILINO, t r P!'.. L N A E �} Ci J INSTALL OUTLET BOX ABOVE CEILING, c Ut::ti.NSIGNSt 3 3/fS'UtA. X la/1(i'r) r , II a CUB CONUUI r TO DEVICE LOCATIUNr PUY?FR:I2VDC (8-I4.5VUC) DETECTION RANGE: 30' DIA, COVERAGE_ UP TO 15'-O' MOONTING NOTE: HE1GfIT (._1 4. OCTAGONAL OUTLE f BOX (�..) SURFACE MOUNT ON WALL_ CEILING HEIGIfri LIP 'f 0 15'-0' CENTERED '1'-6' ABOVE FINISHED FLOOR. _.-.-..-..._..-.__ �.__.._.-._._._--._._-..-.._-'_-._-_-.-.._..._._._.___-....._.-.- _.,_.__..__.._•__-•_._._._._.._.__..__.__........ _...-.___.__-__..._..-_._..__...__-._.......... _-.-.__.--..,---...---_-.........._.--......-_..-_-...-.....--_. -_._.. _.-..-.-..._._.._..._....... ......._ _ _...___.______..--____....._.._.._.._..'^_.___.... ____'___._._'_- -_ I Y . .� M PART N(7.t 19-036708-0001i 2/p X ,S' X 1/0 STANDARD OUTLET BOX SURFACE MOUNT CAD(NET' .FROM REAR MOUNT DUPLEX RECEPTACLE NEAR POWER UNIVERSAL POWER SUPPLY DIMENSIONS: 9%yW X IO%a' 11 X 3' r) wim DUPLEX RECEPTACLE MOUNTING HOLES 5'-0' (1.524) TO FINISHED FLOOR. SUPPLY CABINET, (50' MAXIMUM DISTANCE I ll POWER; 120YAC, 601-IZ (TRANSFORMER:IE)VAC, 45VA) FROM CABiNF1) Ul POWER OUTPUT.12YUc 2 AMP . E ___.. ..-.._.._._-_..-_.............__..-_-_--__..--..-_.____._...__ __--.____ -_._..___.____.._...._.__ __ _____..__._..__ ___._..__-._---..-__._ _ - _..-........._._ _ _ _ .. __,____,____,___,_________ - - - __ -------- __________,­__­_________ I I . I . VIiT)E:_0 REOUIREMEN] __.._-_-_-_..-_. - _ _ _._.._.._ _- _ _ . _----__-----�_ __._ _ _..__.__.__.._._..__...... ..___.......__.._.........._...._.___.-__ __ _ __»-..�._.-__.._- _---_.__-_---- ----___-__.-___._.__-._._...__.-_._-_ _._. _ D _.-__. ________ ___ _._ ._ --ART NO,: 41-016214-000-A r , • ! IN5TAL1. OUAORAPL.I:X RECEPTACLE S'fl'i'HIN IE3' OF ACCIJTRACK ALL RECEPTACLES MUST BE ON THE Ij RECORDER P 6 X 6 X I M.N. SIZE PULL BOX , <,. , <, DVS DIMENSIONS. 17%Q'i.441) X GI/.1'(.159)FI X 19%r,"(.366)D FOR COLLECTION OF COAX CABLES. DIGITAL. RECORDER. MULTIPLE OUTLET POWER aIRIFS MAY SAME POWER PIIASE. _J ACCUTRACK . DVS WEIGHT:24.4 LEIS (10.98 KG) BE REOUIREO IN ADDITION WITH VIDEO EQUIPMENT. THE: ALARM CONTACT CLOSURE, CALL LE POWER ,SOURCE'i 115 VAC 50/60 HZ 6 AMP 21/o' r F NUMBER OF OUTLETS TO BE DETERMINED PER JOB REO . 4' X 1 X ,> TARDA 2O OUTLET E30X RE(}111RED BACK TC) ALARM CONTROL . • , - SOURCE; 3 i r , <, r• POWER 2a0tiAC, s0lf;0 FI"l., 3 AMP wim Qt AORAPI :.X RECEPi'ACLL EQUIP MLNT SPECIFICATIOMS, J _F CABIN( -:T, WITH AC PO LR CURT TEAiPERA'rI.JF(E: 50' F TO !13° F (i0" (' '(() 45" G) (2) RS 232 LOCAL ACCESS, E'CFIERNC'C, AND OR SEE INSTALLATION NOTES THIS SHEET DIAL UP -MODEM RQUIRE,D FOR RETRIEVAL -TRANSMISSION. FOR ADDITIONAL. INFORMATION. ____ _..__ .ACLU FIZACK DVSy - PART NO.: 39-•014039-000-A 6' X 6' X 4' MIN. SIZE PULL BOX ALL, RECEPTACLES MUST BE ON THE - Ea -0 DRIJ DIGITAL RCM()TE UNIT DIMENSIONS: !iJ/,s 'W X 4 'FI X I%1'D FOR COLLECTION OF COAX CABLES. SAME POWER PHASE. AttrJ ACCE5501bES WEIGHT: 1.7 LEIS (.765 KG) 91••OZ'L01ti-4262 SEE INSTALLATION NOTES THIS SHLFT , .166 SOUND & SMOKE DETECTORS, VAULr `%ENT:, CAMERA rft!P, VAULT DOOR PROTECTION, R/F RECEIVER, POWER SOURCE; POWERED FROM FOR ADDITIONAL INFORMATION. PL11JIUM (BLLDEN 293112 ) °ACCUTRACK fEMPERA7�URE: 32 F FO Il_e F (0 C TO 50 C) 1,1/ _ _ ___ .._ _ _...__ __ _-__ _AE(r POWER NO.; 31-Gf9 r9t3 oQOA V Y zi/t!' x 4� x !'/(:' STalloaf2a ()uTLEr l3Ux INSTALL DUPLEX RECEPTACLE WITHIN If3' OF _ �. T� _ _ __ __. __.. __.._ RE] VIDEO SYSTEM SUPPLY DIF,IENSIONS; 3E/z' W X 6'fl X 141/4' q WFrH OUPLR'X RECEPTncLE UNINTERRUr�•fAE3t.E PON?ER SUPPLY MOf}ULE, „- UraI POWER 'SOURCE: 120 VAC, 50/60HZ, NO LOAD 22 GAUGE, 8 CONDUCTOR. FOIL AND -� BRAID SHIELD F " ' SUPPLY 0 LININ 1 _HRl1F 1 ABLE POWER SU L MODULE MAY f -3E SURFACE MOUNTED. . AFTER HOUR UEP051TOHY k ATM I,/91 WITH AC' POWER CORD PLENUM .I UELDEN YR 29374.) ALL SAFES & LOCKERS (UU(SIOE THE VAU1 T ) MAX: LOAD: 280 VOLTS VA, 180 'NATTS ._ -^� G / fU V . __ r - ._.� w _. DELUFN g219U EE -_1 - ~--•^ I .11) OUTPUT VOLTAGE; 115 VAC, 60HZ (+/-•0.111/.) \/ _._____.._.._ _..____..w_-._..__ _-__ _ 4V~- �_� a _ _._.___.__._..___.�.__ ! � LL l F,AK. KC'IEigO ______.., _--_-___.-_ .-__�.,-_- • F F RTS UL (i00 N�0 �MODfI . ,C 60 � A N0: 7 C V. .. ,7 DCN X _ ___- _ r 4 X 4' x / � rAN0Al2D ) 1' F T UX Vat U L ,. E1 _.._.__.. -._.....-._-....__...__.._ __ ._ r T V- �I , U X F I A M INTERIOR YALE MOUNTS rs E .R UR WALL MOUNT: � �) BOX CENTERED A13OVE WALL C) V3 (OLUFt CAMERA DIMENSIONS,. 5.1'L X 2.'L'W 2.341 . W/FLA f COVER SZ -C 6 INSTALL OUTLET INSTAE-E_ (2) OUTLET BOXES (WEATHE.RPROUr) I POWER CONSUMP iiONt 24VAC,OH ' .,.8 WATTS , PLENUM ( UEL.DF.N YR 7.9375 ) C '-41 ' ' FINISHED FLOOR, BRACKET 8 /z TO I � D L AkiOVL'- WALL BRACKET, { _, u t• ° TEMPE;RATURE:s 14.0" F 1'0 12,2` F (- EO C TO +a0 C) i9./. OZ 91-022065-.3262 (D FOR CAMERA WIRING, (D FOR HEATER POWER, El CEILING MOUN r. .� a , CAROONE ,YSTEM WEIGIH'L ____ INSTALL OUTLET BOX ABOVE FINISHED CEILING IN, OF, 8'-6' TO 1'l.' -O' ABOVE FINI5HEO GRADE. 22 GAUGE 4 TWISTEp PARS STRANOEp T r V MOUNTING BftACKE r, NOTE: SEE CLOSE ABOVE MO 91-022083-2262 CONDUCTOR HAL.AR INSULATION FLAME .22.1° . ENVIRONMENTAL ENCLOSURE SPECIFICATIONS. _ _ _ _ _ _ _.�r-�� -_____1________.___..____ r ULTRAK KD5 DUMP, -__-...-____ _ ._...._....._ --.C.___^ _ ._.__-. PART NO.:'`~ V. MODEL: KUSA9 ()I 11 PART _._.__..-.-_..-._.__ -� __ _ 4' X '1' X 2 , I/8 ' STANUARD OUTL FT BUX ____ r I D INTERIOR MALL MOUNT. . Ef EXTI_RIOR WALL_ MOUNT: [_:J , { , �. 1/S COLOR CAMERA PART NO.:' V. MODEL: KD5A4-•OIIL DELOEN 02751 INSTALL OU TLE r BOX CENTERED AF3UVf. WALL INS TALI., (2) OUTLET BOXES (WEATHERPROOF) _ .� 1 DIMENSIONS: 6.5'UTA. X !i.UF, (I r 9f-05so25••4262 BRACKET U'-4'/2' r0 FINISHED FLOUR. ABOVE HALL F3ftACKET. /?', _ __ LOW VOLTAGE CCTV CAMERA API(t POWER CONSUIMPTION: 10 VDC 110%, 200 InA (1) FOR CAFAERA WIRING. (1) FOR HEA IF ER POWER, M CEILING MOUNT) . RG -59U PLENUM 2A7 TLMF'EiRA CURT :32.0° F TO 104° F tQ" L TO 'I.4O° Cl -� <• )AIN. OF 8'••6' -r0 12'-0' ABOVE FINISHED GRADE. CAMERA HOUSING INSTALLS DIRECTLY TO 91-055025-1267. `- COAX RG -59U PLENUM CABLE WEIGH r: TIO. (W/O 4' x '1' BACK BOX) MONITORS, 15WHCHERS & CONTHOLLER5 _ NOTE: SEE USED,IT IS [HE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL CABLE USED MUST BE U.L. LISTED WIRE THAT 6(rFTS THE N C C CODE FOR If 5 A1)PLICATION . INCLUDED PLENUM RATED BACK 13OX ENVIRONMENTAL. ENCLOSURE SPECIFICATIONS. -._..-____...__..._.._.._--._._._._.-__..--....-.__-._.....__-_......... _.--._ ___-_...-._.___ C - _-_.._ _ - _ TRAK LJRACAM UL q _-.__._.._.._._-_.-___ _ _-_...__._-_..._.._.__-...._-_._.-._-_.-.._.__ PART NO.t UL_VK74R36COO V, MODI"L: VK74113G000 _._....._.._ ______.._.._._ _ _ _.--.--_-_ _ 4' x 4' X 2/8' STANDARD OUTLET t3Ux CEILING MOON f: THIS ENC( (SURF IS OF TO BE MOUNTED I-- DIMENSIONS: 1113P Y! X 3Tiu" H X E)%2'D W/FLAT COVER ri2-G-6 -SIGNED INSTALL OUTLET BOX ABOVE FINISHED IN CEILINGS, j2 I MATERIAL . IMPACT AND VANDAL riunTANT 1 CEILING ANO CLOSE To 1YL".UGE ENCLOSURE. _-+� __ ___ _ ._ _ _- PART NO.: 49 201114000A h4UUN'FED IN A'FM [_)EXTERIOR WALL MOL!NT: �__]J VIDEO cAMrFiA POWER CONSUMP TION: 24VAC INS TALI (2) OUTLET L30XE5 (WEA rHr�RPROUF) C4 E/3' 1'IIGI-I F;ESO(,uT10N DIGITAL AE3ovE 'HALL BRACKET. P1=tU ESS COLOR CAMERA [ j CEILING MOUNT; (I) FOR CAFAERA, WIRING, (I) FOR HEATER POWER, INSTALL OUrLE:T BOX ABOVE FINISHED CEILING MIN. OF 8'76' CO 12'-O' ABOVE FINISHED GRADE, . SE V MOUNTING BRACKET. (LOSE. ABOVE ti __.- _ - hi ,..--,..._.....__,_--_,-_.-.-._,____ -__ COLOR QUAD PF20CE'�SOR -_.,_----__._-__-.._--._.._..._-.-----.__.--_...--,_..___._-_._.__.__._...-._ PART NO.: UL:K(}7304-CUOo V. MODE L% K07301' -(:N U _-.______.,___. .� _ 6' x 6" x 4' );11N. SIZE PULL. BOX - --- - iNS CALL QUADRAPLEX RECEPTACLE WITHIN 18' OF ALL RECEP fACLES MUST BE ON THE > `.--Ll� `/ 0NS3 111.5 W X 1.'13 II X 13.1 FOR COLLECTION OF COAX CABLES. VIOEO MULrIPLEXER, SAME POWER f HASE. ( WEIGHT. POWER'(.E3 LBS POWER SOURCE::12V DC/IC50 NOTE: FOR ALARM CONTACT CLOSURE, CABLE 11, !II'1VAC TO 12V OC SUPPLIED) 4' X 4' X 2t/tt' STANDARD OUTLET BOX MULTIPLE: OUTLET POWER STRIPS MAY BE REOUIRED BACK TO ALARM CONTROL WITH OUADRAPi_F_X RECEPrACI_r. - ! GABINE-i, REQUIRED IN ADDITION WITH VIDEO EQUf MLNT. , . THE, NUMBER OF UuTI_FTS TO BE DETERMINED SEE INSTALLATION NOTES THIS SHEF.•r �. PER JOB EQUIPMENT SPECIFICATIONS, FOR ADDITIONAL INFORMA T ION. _____� __.._...._._,. __.-._____...--__--_____--.-- -._ .- , _-- D ff; ___._ ___._- ....._..... _ _-- VIDEO Pr1UPJITQR'-___ -_ ._-__---_-.-.T_____._._-._ _.._-__.-- PART N(}„ 19-053010-000A:Y -_ _______._.._____ 7 X '}, X I STANDARD ANUAFiD Olt f LE r E30X T . /g /e __ Ir T RECEPTACLE 'EPTACL WITHIN 3 OF' JS ALL Ul1Pl,EX LL . E I �r rC3 Irl COLOR IFJPLJT VOLTAGE: 120 VAC: 60 HZ WI Fl DUPI_L:X IlECI:;PTACLE I MONITOR LOCATION. /x', - . I NOTE: . MULTIPLE OUTLET POWER STRIPS CAN BE USED . IN CONJUNCTION WITH VIDEO REOUREML'NTS. THE NUMBER OF OLJTLE rS TO BE DE IERMINED _..._-..-.._._._.___..-..._.._._....-..... ...... _. - ... _.............. ...__._.._.-..-- -•-...__. -. ..._._.__.« - _ PER JOB EQUIPMENT SPECIFICATIONS. _.____F --.M _.._•....._._-"_._...._..-_.__.w__...._�._.__......._..,---.._.._ r.. :Ft af., •Y VIDE: U. SYSTEM EM POW(_ tUf 1. ' 'P K' >' 4••AULO FART JO.:LJL llf2 21 ' X 4' X IT ' STANUARD-OUFLFT BOX /s /o INSTALL. DUPLEX RECEPTACLE WITHIN I8' OF . Lr� f IMENSIONS: 11.3"W X 11.4'F1 X 3.6'D WITH UUPI_EX HECEP rnct..E: POWER. 5UPFI_Y MODULE. - ��;�11 �l". .�.� I .r 1. .. VAC, c' f ONfEF: .,CURCkt l?_U A.,, .10/60111 .) r . POWER SUPPLY L.Y MUDtiLE: MAY BE SURFACE MOUNTED. VI I WITH AC POWER CORD . POWER DIST. L• OADt 3.5 AMP I POWER ou rPu r: 24VAC � ..._._..--_..._..F__..-..._..._-_._._- --------._.-_.._._......_.._ ....._ .._ - �.�..-.._....---.-._._..-__- - I - _._.____._..._".. _.. .......__-._-..__. -. -_.-....__-._.._-._......-......-._._-..-.._ _ _ _^..-._..___-- ----.---- _� _ _ _ _ _____ _ _. -OF` --�� -- - _17------------------ R,: FA M VIDEO SYS'fEFA POWER SUPf1L'Y PART NO.-, ULK7.0824'•AULO DIMENSIONS: 7' W X 7.81% X :3.631) '2'/g' X 4' X IYe' STANDARD OUTL.E f BOX 'NIH! DUPLEX RECEPI'ACL.E INSTALL DUPLEX RECEPTACLE WITHIN 18' , POWER SUPPLY MODULE. �"V7. POWER, SOURCE. 120 VAC, 50/60HZ POWER SUPPLY MODULE MAY BE SURFACE MOUNTED. WITH AC POWER CORD . ,'z . f. t c^' POWER DIST. LOA.), 3., AMPS ' ........ ._._...:.._....-...._.__..._--_-.._._.___.._.._.__---_.-___...-____.__.-_......._._..._._-__------._____.--_-____.---...__.....__,__,._-..-__....,...... POWER oliTP!J r: 2.4VA(: ___-- _ .-_--_._..--_-.--_._..-.._.._-.--.-__-_--_..--.._._._-._-.-.._._--._--.--•--( _...._._,.____ .___- PLENUM CABLES CAOLE REO'). LADLE TYPE ___-...._.._----- ,- UIEBOLU r AR I' NO. _ __�-� , , _ _- DC'S •RIP T ION NO)A.tIAL O.D.TYPICAL ! ----_______ - - USAGE -__ �_ _ �. .. _ _ PROTO-TYPE .3820 __ _ _ ._�_ -- _ .- . _ _ _ - LOCAL PURCHASE __ _ _ -- �-'�._. ,-.__..-_._ 7.2 GAUGE, 2 CONDUCTOR, COLOR CODE _. .. - -__ DOOR CONTACTS, PRONE LINE i DANK END I. TIME/GATE, VALUATOR, TRANSFORMERS [p,+] ,/IJ BY CONIC RACTOR PLENUM (UELDEN Oz7Gl UH !DUAL ) .122" AttrJ ACCE5501bES / P 91••OZ'L01ti-4262 !,2 GAUGE.4 CUNUUCTOR, FOIL SIpELl) YR , .166 SOUND & SMOKE DETECTORS, VAULr `%ENT:, CAMERA rft!P, VAULT DOOR PROTECTION, R/F RECEIVER, ��C, // PL11JIUM (BLLDEN 293112 ) INSOE AUX. BELL. AP UF,LL, AIR LOCK 3, HOLD -LIP DEVICES 1,1/ ..__,.-_,._.__.....---"*--7'---- 9 ozzt)a,r 4z:r. 7-"*- Y -_` U TOR 4t 5lIICL.D. - LIGE, B CONN C . F L PLENUM (UELDEN IR 29373) 23t „ _--._._..,--_ c _ ' ANNIiNCIATOR DISPLAY ! TRAP BL.L. HOLD-UPDEVICES r ! THRkE SUT TOr . _ -------- -022085-x262 22 GAUGE, 8 CONDUCTOR. FOIL AND -� BRAID SHIELD 231° AFTER HOUR UEP051TOHY k ATM I,/91 PLENUM .I UELDEN YR 29374.) ALL SAFES & LOCKERS (UU(SIOE THE VAU1 T ) ^ ._ -^� G / fU V . __ r - ._.� w _. DELUFN g219U �- _ 10 UAUGE, ?. GONDOL 1 UH, STRANUkU PAIR. COLOR COOED,PLENUM -_1 - ~--•^ I .11) - FIRE SYSTE)dS LOW VOLT POWER WIRE , LOW VO T POW (CONTROL) ELECTRIC STRIKES TRANSFOH)AERS \/ .TW61ED H / 91'GIBUt)5-4261. W GAUGE, B CONDUCTOR, F0 L 510ELU a 2B1 CL -35 CALICRA. ATM CAMERA, AD BELL & PLENUM ( UEL.DF.N YR 7.9375 ) OUTSIDE BELL HOUSItJG / I 91-022065-.3262 22 GAUGE 6 CONDUCTORS, STRANOED PLENUM CABLE AF,IXTER 902206001 .� a , CAROONE ,YSTEM ____ ____ ._.______ _ 22 GAUGE 4 TWISTEp PARS STRANOEp T UP K�f 91-022083-2262 CONDUCTOR HAL.AR INSULATION FLAME .22.1° CARDOtJE SYSTE.61 ARREST JAEKET.PLEtflJM CABLE DELOEN 02751 _ .� __ M/� r 9f-05so25••4262 ?,2 GAUGE, I TWISTED PAIR,5IRELO 'HIHtr DRAIN +. COAX (8F-LDEN YR29316 ) __ _ .441°x4- u _ __ LOW VOLTAGE CCTV CAMERA API(t . RG -59U PLENUM 2A7 COAX POWER -� N/I 91-055025-1267. `- COAX RG -59U PLENUM CABLE .242" MONITORS, 15WHCHERS & CONTHOLLER5 _ !',/j Ii•IDiC'MCS CABLES USED ON THIS JO[?-�� ROTE: ALL WIRE SHOWN IN THIS PACE MUST BE RUN IN CONDUIT, IF CONQUIP IS NOT USED,IT IS [HE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL CABLE USED MUST BE U.L. LISTED WIRE THAT 6(rFTS THE N C C CODE FOR If 5 A1)PLICATION FOR RE FERENCE ONLY ; S-1-1�;E`1' 2 Ur � .... ____.___.w. __ _- _ ---�. - _IFEOLD - - - ____.. - _..__,.-•...._...•.._..._...___ - _._. ... .-. ,-..- -_..__...._-_•.--.-- _..-___.__._..._•'-___..._._...___._..._.....___..___.__.-..._....___.__.._....._._...-._.-.._..._......_.__w_ _.___..-.-__.._._........_- -_-..-_.-....-_.____-_._.._-.__----.-_-�.___.---_. __...-_.-.___ __ 1NCOftF'UFZA^rCrtO _____ --'---- -. _ -_- 37 SKYLINE DRIVE SIJI-FE" 4100 .__... _ .,Vf __ _ LAKE MAf�Y, FLORIDA 3Z -.- _D -_• (x107) 549-2000 (�)cor'YR(tiHi )t):i. D:eb°I�,D,°.A,L f,,/aF;>, Rh,�r�ry+J. An Un l nl:zh d ww.k " � - __-- THIS DRAWING IS THE PROPERTY OF DIEBOLD INC. �f B'( C.O.1�1./� _ _­__2fa/UI ---.._...._I....----.....__•---_--•__,_.- � R:•=� ,A. F , TR F F --_...__-_._-.-----.^___....__........-.._.-....__-.-__ :I:�!.c :: T( NONE ,,J Ia.r s;::;.r ,bPAIVIC I . . . AMSOU_TII HANK_ �o:gInACI v,.). -__ �_ _ �. .. _ _ PROTO-TYPE .3820 __ _ _ ._�_ -- _ 01ANINr: NO. K10902A 1283 L `Ill. 2 of 2 _ ----'- ELECTRONIC SECURITY DETAILS 1 e 1�46111;... # .-.......... .. f. 497E;A�r w its"----�..........._.—_._._.__ i.1- „ i �GATE w SCT. DLI AIL '�I -� _ I F f ONA! TAIL ;� - ._ ► ,,. i r , _ o� r ,r I I _ Ile 11 00 l � I i » N •,I • i - f V O T L - . • 9 e » i • • e ♦ Q 0 • ■ 1� i • e ♦ ° t. •• „ r�) ?1, .IrlALL FINISH A I Si PPL DOOR IS SET - i f _ __.._...._. L. 1 A L L FINISH �. rJ7J 1 AF'f'L..IED AF TER RICH I WING, t (,�f , DOOR IS INSTALLED DOOR SHOWN co .......... 1er i 108" M I rel I M U M DOOR S IN I N G FOR FULL CLEAR OPENING PLAN VIEW i) t-110, I SECURI rY F.I._E(;'Ff LOCK ! O I_IL GROUP I iv1E-CHANI "F INISFIff) FI...00 IN VAUI._.T ANC VAUL'1' _ _._..... .... _.._.. _......._....., ,1, _. q 1 ,J A M H TRIM – ---- — FRON-F EUE-VATION F 0 ____�,_-_--___-•----- — __ __ �__.___._3l~BoL} . (NFQRPQRATEO ~' .�..........w.�ih3,'O>tbold,n.At.�l .F..,y�h.t.a�FtOanrvo.,(0)COPR(oriFi,M....�C....0.._,,.7_ — AMSOUFH _B.... ANKi1T/U2An unpubiod k7 SKYLINE DRIVE SUITE 4100 REEDPROTOTYPE 3320, LAKE MARY, FLUFR; _ -- (�07) 549--2000_ riifS cl Awiria Is rm miopCRry O r'FF©oit) Ft,r:. l\1QNE uu`ririr ARMORY, DOOR OPENING DETAILS DETAIL #2 NO T F ------ .__I/�� VESTIBULE �I A M E3 TRIM _._ _.. "f�•►i�lI t•IED FLOOR E:I_EVA•L•ION�>" IN VAULT AND OI.JTSIDE -1-pr VAULT ARE: THE SAME i C) U j C) lt. t_e_ i 0 C): - --. FINISH FLOOR 1:ITIfII IGrrlm IS) mrn 22mm 2� SHIMr THICKNESS f3rlim 16ifim ISrrJrn �J m H� SHIM. ( IL, , THICKNESS 7) --1 11I ( (j GXa " DOOR SILL.. PI_ ATE ltl DETAIL C) C) U j C) lt. t_e_ i 0 C): - --. FINISH FLOOR 1:ITIfII IGrrlm IS) mrn 22mm 2� SHIMr THICKNESS f3rlim 16ifim ISrrJrn 2 2rnrn 2E I 0PTI 0NAI_ DAYGA•rE- i A 'ULI '1.U1.0 ,1_Uw "Pt'•' i _ir. r�1117 li! i Lt L! U l,llkiltt i , i ?..t i INTERIOR ELEVATION -1)AYGATE IN "OPEN POSITION" )/2 A 2 (DY OTHV-K!5)-� Iin f- '/44 �OK roK V'Ll N6 :N '/4 FO K I I, I NO 3" (Hot,Q) Ro IWAL-1, F I N I 61-1 -f I ON I N15 f A 4, L, A 01�_ W 1 N(POW :0 0 11. IL Hl IF. A D. M, J A Nil 0 If J-011 %rvv' I I Ft E Q) Vq SCALE 11/2 1 ANDARD) f6l. 10f ii�; 1'005:�b AO 01,055 A6 190461bl.,Y, COtivo 1 2'-,I' ATHER GONN5.6f I ON 61,,AMP!5 AOOV� Of� I 1, 1 NO. ,lio ibfu I. 01EBOLD RECOMMENDS A CANOPY,TO PROVIOF WF op Or, T,;KIE CIF NOTE: Or D�AM 'IN f 0 4:6TECTIOti FOR THE T 11 Q1 -16 OK MIN. I-7 V GONQUIf6 IN WAL-1, AN UNOBSTRUCiED PATH FOR THE INSTALLATION LItY 6. G. ) fO KON VAf PNEUMATIC TUBES, BLOWEPS, AND AIPLINLS MUST GE ANQ V1050 GAOI,f�6 .-I-WAY OGfV PROVIIIED. ANY OF33 l`QLJC,'I IONwi rHIN PAT II BE REMOVED BY THE GENERAL CONIRA""JOH HOU61 N& It4C.) I'ATIF Cfi 'EITH ".GANOFY 3. CON11101. BOX CAN BE LOC D ER SIDE: T11LERS UNDER CQLIN*fEfl (PREFERRED L.00ATION), IN CFILING AT cLLERS AREA. VERIFY EXACT' LO(, -A'1-1%1' W TH OWNER ARCHTECT, I 6,UAK(f 1`01�)l GON( 1U I f t)Y (vo.o.) 6, I-1 I 6l -i eOK 0 f'U K f, U50 .1. Witi-L OPENiNGS, ISLANDS, GUARD POSTS, CANOPY (ALI.- OY 0.11.) lo, �Iovztt �Vo. o.�, SUPPORTS,SERVICL: ACCE55 AND CHASE ARE TO BE. tPROVJQED BY '111E GENERAL CONTRACTOR, PLAN CONDUIT STUB—OUT 5. TIIE SLOWER PACKAGE LOCATIONS MUST BE VERIFIED AT Af 0-NTKANOf� SIrE TO ALLOW FULL ACCESS AND INSTALLATION WAL- OP'O�N I N(1- 16' 6xfv1i\Ip�p fo fOI:1 or- VANk, ,KAGES ARE SHOWN OVER CONCRETE P I N I 01-1�0 O A 0 G. i'� Ftf. -1�112' OlA. 61.4AK FHE BLOWER PAr UNIT i:�OK MAX. VI'Of�.Gfj(q�l I 6A if YL4, REFtR TO V6KIrl Wlfl-1 OWN�,K. MAX. 1-0,1\16171-1) Got)�Q ISLANOS TO ALLOW SERVICE '10 BLOWERS AND NOT 001,f- I N YJ I NQOW + ARCH. 7 ONI-f ro MX PI I IN f I.7RFr.RE WI )RJAAI_ QRIVr­­IJP OPERATION.AcCESS DRAWINGS 0 GONOUlf r0K A0010 TO CA04OPY BE PROVIDED 13,� 'mr, c.c. 2'- 51/4' ANP GONfKOL, GAOL,�- DEJERMINE THE AcrIAL CONSTRUCTION OF. I, -0y. THE ACCESS OPENING AND COVERS.. IMAX t`OK CON001 I" I GI.AMP6 rOK (,GI'V THE SLOWER PACKAGES ARE PROVIDED AND INS1ALLED ! NOTE-. sTRI.ICTURE O ATTACH BLOWER SUPPORT IMIMI I-WAY GGrV BY G.C. TO PROIVIOE CLEAR AREA AND. ADEGILIATC, lei Y 5 I E M. (by 0. VERIFY WITH DIEBOLD INSTALLER5. oof LJNPI�K. (;OoNrt�K HOIJ6 I N& DIEE111OLD TO, SET LCVCL AND 5FCURE UNIT 1-0 CONCRETE r0K FLJfLJ("f- U015 Or 600(�K6f'176 POK O FILL OPLNINOS ABOVE WIN00W FOR TI VIIALA,r� 00r, I '-OWRAP TumS AND AIRLINE'S INDIVIDUALLY win -i T Atli) FILL OPEING MASONRY. 151 G f 0 1,, 00 A A N I) PF, 0 V I I A F7 V G F' I F- '�P, MINGONOU I (6 rOK VAf GONTKOL, ANO V I 0�0 GA` NOTE jOI,1Gi5-AL, IN WA0, A!5 GL06� f.0 WIN90W A�-) -ERIOR, .ELEVATION DIEBOLD RECOMMENDS CANO'PY TO PROVIDE Atf�-KNAfa OADL-a GFIA,�o ('O 00, ANQ WEA1 HER PROTEr'noN FOR I'HE CUSTOMER AT N] I.,61(�ATC-iV OY OWN6F'r;, i�.Gi TIME OF TR06 SECTION N 0 H DD Tf & 9 L SCALE 1 Y8 A 00 H F8 If. 01? OUl"llN�- Or- (2) 01.00K f2AC,rA6I' 'I,' 1 f;Y �.XAG( tOGA-f I ON OY G,, AG,Q)At, V PAOr, OP 0�h I N(,­ 6U�IIYOKT 5Ycf6M OY ANO NOr5 v5 FIr- &,rl. M0LJNf IN& DY 06 b Y EQUIPMENT' 1'110VIQ6 G14AK. AKf.A roK (A) -72 15fAN9AKP -1 GON90 I Q) r0l' Or OKO U 1 1� OIJ 11- I N C X 2 fl. K. V 1 61 ON W I 1,10011 �VAf '2i G061*014-V 0 bu I L-0 I ,if ION f 0 f9KOV I 0Y Y t, I N6, A( IK�OLJIK0 APf,00f6 !�-UF2f'OKf rOK MOUNfIN& 'rllC-. G. f5r N, f C 5 fYv, DY G.) -50 600N-ft;Krffk1- UNI!5fIPLJf 6UPVQKf 1 071 161.,ANO PIA., PIP0. OK MJ+J. r OLI (t., I Na Cj,t,IINIf ANQ VAf -21' FINr-UMAT I Af M 9 Or 9 IN WAII- I'M I N6Q. AG -JAL, f fO bl� O KLJt\J VA V Y G.) -ANQ V195 0 GN6110 5 it -7771 GONQU I f o P,, W 1 6 V4 X 'f rA III I170NQU 1 f (0y 2 U!Df, QO4 ITELEVATION I D E El E MD U K 0 11 7 2 I Co U T 0 SCALEit.-It N 0 TE: DO NO'I'MOUNT 'THE BLOWER PACKAGE `6111-1 THE UHALIST rL)BES POINTING DOWNRD PACKAOE WEIGIff 1 +5 1/4't IBLOWr_ S 18 LF35, 14 I T A H P 4 L) I11 ON 6 F� 0 w G 0 r, 0 !Nkl c1j!!!jk!! MIN Iq Oy PLAN 01001,-Q V�.Klr-Y i)IZ�) Goo 0 70 -fib 6 f A I I., 0 ;OL) I K0A�N GONTKOL, GADL4- Ii�K IL 7 IVY P I �001,tq \LI IUN11 OUPL_4 x ;�u f U� f GOON 176KT012 DY TH5- G (D ., e rI6l,,Q,.Mr'A6L)Kv' ANO Go f 24 'IeY l,i;;16-Hf Of� 6A6H 45 b ir) IC) <r I 1A co Ln f��!,AP VAL-Ve.) 0 K IT PLAN VIEW II! It VAf oom-rKOL- E)OX06 vf IC�) . .. ........ . b 60 1 IVt. A 79/16 H. A '2 Zo tIUTL_11"Ii� or, 2 V(-KIeY I-OGAI`ION GO- I L, 1 1,16 AG61566 bY L II6 IIOLIf 1, I lqf� of' 1) bliO�E�K PAGV.A&�- A�55 At, 1 VQ I rY i�AAO r LOOAf I ON OY ACITUAL- Q I o- 0 O L, o r,. Nof 6- 5 V. G. 1:71 15111�, FRONT VIEW SIDE' VIEW SIDE I) Y 6,. G. 6 i!. V- .11 04 MOUNf`106, by 610'1� ANO NOf6 +5 I'— 9� 1- 2'— 4%1,, I/,. 6110:6 f 17 011' 9 2'- O' R3 FRONT 21-84 cu I -61 00 00V 0 31-61 Q r, 17,f I� 1/_01 L E T130((�H SCALE 7 VVO 0 H 7 R L 0) 9 ISC*ALE I SCALE Y4 I BLOWER UNIT DETAILS I6 Or 6 fO AO(�*UfKAGK 4 i�i o r; 6 I .4r 2 op L -ow VOL,fik&� ------ GONrKOL. GAOL4 POWER 'REQUIREMENTS 0 fe-1.4.00hi rof" MUrglr,-,q ON 1101-0 GONW Gf ION ­.poftK TERETTE ek 'COIJNf0ETTc, HEAT FOR COLIN 01,10w,�K tPAGKA&� E -C fO,I)ROVII)E (1) DOPLEX OUTLET, ON 115 VAC, 60 HZ, 0OKIP/pL1061 OK (91). 21 6ONVUlo ?O AMP.6AANCH CIRCUITS, 10, (5Y & G II6` O' I- ON(, 08 GON-f rp1OL_ NOTE I 11i, [A H SCALE 1/-011 FOR AUDIO SWITCYIER BOX yf;,. PLENU CEILINGS Ex. TO PROV0E (11 DUPLEX OUTLET 00i MIKV. ANP ow I ON 4 1) 115 VAC. 6011Z. I 0, ?Q AMP 13RANC T HE SPArE BETWE.EN HHE OEILING AND ROOF IN A BUILDING, !IE AREA IS U(:ED 1:01'i AIR RETUHN IN THE VENTILATION SYS I'EM, � I THIS AREA. I GAL, FIRE: AND BUiLDING COIJES 1AAY f�COLIIRE SPECIAL WIRE OR C!*",',- 'IT To BE USED IF WIRE IS % FOR CONTROL BOX TRANSFORMER (VERIFY LbICAT)ONJI UNIf f'ALL. A 1`10N OF E.C. 'To PROVIDE 0) DLFLEX OUTLETS SEPARA:np IAN PAI'H FOR THE INSI FOR TRANSFORMER CLEARANCE EA. ON 115 VAC, 60 HZ., THE '13LOWER PACKAGET CANNOT BE INSTALLED IN -1 0 TflE Pt M THEVEFQRE THE PACKAGES SHOULD BE INSTALLED BELOW FNI UMA TUBES MUST BE. PROVIDf-1). ANY 'I 0,20 AJAP, BRANCII GIRCUl r, ( 'TION WITIMIN THIS PATH musT BrE REMOVE.D ISTRUG E rUbE GEND.THE AIR,HUSE FOR mr 'IRCUll"S 'RECOMMENDED TO PREVENr SHUTDOWN Ti-ic CEILINQ LINE 1110 KIORIZ THAW 'IVE (25� FEE r FRO'i,i IHE INLET NOZZLE ON 90 DEGRE BY [HE CONTRACTOR. 'ALLY APPROVED BY 'IHE AUT-IOR14Y H, VING JUHISDICTION,t THE STANDARD HQSE FOR HE BLQ'NFR PACKAGES I'AU4 BE LOI, A _6 HOSE. rHIS HIGHER RAfED @ SLOWER PACKAGE WILL MEET MOST LOCAL COOES BU'r SOME WILL REOUIRE -il(AILR FIRE RAri, OR HOSr: 15 AVAILABLI" FROM WEBOI.D. BLO WIER UNIT (2 PER VAT SYSTEM), 1.0 0 I 1 OH�K_00&_ tIE.C. T O PROVIDE ( 1) DUPLEX OUTI-l" '11 @ T AT EAI, OVITHIN 5' MIN. Gi,-I�AKAN1615 KV,421.JIP,'6Q TO -01 OF BLOWER LINIT)ON (0115 VAC,60 ll/.,10.( 3 V.1 ), r u e) f� 1. P, r-, 0 f" I* Y �5 f, Ivi 0 2 [7 Nof I� I 20 AMP 0EDICATED BRANCH (.U�CIJI h ANQ 11 .. _YPICAI.__ "3CHEMATIC FOR T LLER & CUSTOMER UNIT I., A MI`2 60NI� At, PM�'LIMA f I G f U00 I) f V�Klr`Y AGfL)AI, 01) I 1-9 I N& AIK VAI, -V5 1`406f- 6 0 I r 'OK -f I ON ONt,Y P(�GK OPVIN I N& ANij GANOPY Q06I&N rKOM NOTES)-., I t4-U6f KA IV I ONFORM TO -s rATE. ANO A. P I �'[� OK M I N. (2) PACK A( 6 AIK�l 1. ALLz 'iVQRK AND MATERIALS SHALL. C ble Ofl N� A I KI, I NO NA116NAL, ALL PIE i5fo, Norl� *6 'iAL CODES MAY BE �APPLIC G01`100 I ft�) IN WAIA, OY LOCAL ELECTRIC C At- CONTRAcTm ABI.E, FLECTFIl TO BE RESPON50LE F QR ANY CHAI]GCS NECES!iARY TO COMPLY ftl,r- I'O KON VAT GA61.1��o ANP VIP50 1) f A5 MLIC4`1 =1­11ot, 11 HIESE COKS ff'Al( -If A.0 ALL�'CONIOLJIT'kjWER �WIRE5,,JUNC:TION BOXFS, �N'D OVERLOAD PROTECTION N Of 0 @ -I.E wc DEIVICES, ARE,' TO 13E PROVIDED AND INSTALLED BY -THE C f AL' ro 6e -f fOi5t�O 00NO fO KAI91� cy) IN& THAf 61-AI9 5) rAP I I ANO Al f460 '$HAL.I. BE ON AN INDIVIDUAL CIRCUIT. FAILURE OF Gl.AMP AbOV15 ube, K 1. EACH CUSTOMER ONIT' lt-lt,16b AK9 Wifl-IIN GANOVY. (AIC IWIT C-tiAl i kinr rtrcrp- 'rijr- Lu VAr 21 bl,_OWVK�5 L­OGAfl5Q IN GANOPY (6) K�Oulr,60 f it Lu I v 11 IA E 5JZE$`AND CONDUIT SIZE5' 1`0 BE DETERMINED BY THE ELECTRICAL il. AL! �TO�ER kIR LJNI:16KOIoi� Or GANOPY A I Kl- I N� C O�N I RAG TOR, fyp) VAf it 1) 0 THr VA IF EQUIPMEN r EXCW T LINDER DIEBOLD INO POWER SHALLA3E APPLAL I I A. VA'f 2 I Ljwoe�K�-, I Pe or- SUPERVISIQN I 5) K 0 91 'r N I fo GU6fOMe FIESP ONS[ BLE �FOR -rIlE Gp-.OUN F ALL W I TH I , . !� I I III I - I 1, ELECTRlr�AL,'(,Q�ITI�ACTDF?'SIIAL.L,'b�, M T14- OLJfL,INI5 Or' I'O66IbL,f- 010WOK PAGLA64 L,00A f I ON. ECTRICAL EOLJIPMENI% KAO I 06 EL 3'- 6 21-30 IG. f 0 Vf-K I f -Y 066 I" L-06kf I ON UP bi3OW�K f?0�011,� 107il IEA,ANP rOK ANO otiry 66, AGC4.60 bY CHASE i NO FHOM ARLA I 8 Y E.C. IN WALL. TO CONCEAL Adm6 'A CONTROL 00 9 ELjL_j AUDIO SWITCHER -'60X ro UNOERSIDE 0", L A IIr- 1, OOK tUl I00 olAt It V. V. G. OY '17 H6 0. v V,�, t ou 9 If, e f 9 0 I� 0,11 1�� ?00K s0A ALJO I 0 c" 0�,tl -1=1 7- 77177.1 Iz I'KOt, OOA6�5 N' 6 I A I,] bOA wp I (101,190 I 1*6 OY cl. I N. 00NOU I 170 r OU f 0 F ti n K KUV6 07�4- Ea -011 UNPOK GOL)NfOK E 1. E:'W ' SCALE StIn " f,6VI�r-Q P�K MAKK0-LJF QKAWIN06, hl. 0. 3/1 1 /02 DIE60LD INCORPOATED, � " ANASOUTIA BANK (c),cupyniG T V) :3� 'Die old, bi. All RiSilitts Hoom-yed. lip, (I A,) k KgVl,.�(�q rvefz AK(,6V-LJF' VKAWIN&6 M. 0. 0. i/vO2 SKYLINE, DRIVE'r SUITE 1100 gp%l I t� PR0*ro,rYPE 3820 HEED OKAWIN&6 6IIA06f 0 t5I`IC(;f NUMOOF fo:.G.O. I/ KO,VI069 PI�K MAK15,0-Ur LAKE MARY,fLORIDA, 32746 tit), [IIE 11HOPERT OF CIE 01.0 I L 11 I �r. ;.: It,01' 0 AS I ED I I VAT:;!!21' DRIVE -UP sys"rEM DUALS Vif-W ANP K00V0 vt';1�00y( A I'l M,G.,O. 2.7 0 K10902VTI IR4 I-107) 549- QO' ,ENERAL CONTRAC MASONRY OPENIK F -OR INSTALLATION OF IF bUll-DING HAS BRICK INSTALL WINDOW R BRICK IS API: AFTEr BOLT -IN STYLE (3.R. VISION WINDOW P 'ROVIDED BY DIE:130LD IF BUII-DINO HAS EIFS INSTALL WINDO"N BEFORE APPLICA,rioii EIFS. AXIMUM VIALL. FIN18H (13Y oTHERS) FOR REMOVAL OF SC13EIVS SECURING A Kt�12U I Kf-9 EKTIERIOR GLASS RETAINER I(;A I) Li.r, r4f 15i, A 6 f �,K (L)y Ofl'l� K Q AKOUNP AM V, 0;7 iK )/2 A 2 (DY OTHV-K!5)-� Iin f- '/44 �OK roK V'Ll N6 :N '/4 FO K I I, I NO 3" (Hot,Q) Ro IWAL-1, F I N I 61-1 -f I ON I N15 f A 4, L, A 01�_ W 1 N(POW :0 0 11. IL Hl IF. A D. M, J A Nil 0 If J-011 %rvv' I I Ft E Q) Vq SCALE 11/2 1 ANDARD) f6l. 10f ii�; 1'005:�b AO 01,055 A6 190461bl.,Y, COtivo 1 2'-,I' ATHER GONN5.6f I ON 61,,AMP!5 AOOV� Of� I 1, 1 NO. ,lio ibfu I. 01EBOLD RECOMMENDS A CANOPY,TO PROVIOF WF op Or, T,;KIE CIF NOTE: Or D�AM 'IN f 0 4:6TECTIOti FOR THE T 11 Q1 -16 OK MIN. I-7 V GONQUIf6 IN WAL-1, AN UNOBSTRUCiED PATH FOR THE INSTALLATION LItY 6. G. ) fO KON VAf PNEUMATIC TUBES, BLOWEPS, AND AIPLINLS MUST GE ANQ V1050 GAOI,f�6 .-I-WAY OGfV PROVIIIED. ANY OF33 l`QLJC,'I IONwi rHIN PAT II BE REMOVED BY THE GENERAL CONIRA""JOH HOU61 N& It4C.) I'ATIF Cfi 'EITH ".GANOFY 3. CON11101. BOX CAN BE LOC D ER SIDE: T11LERS UNDER CQLIN*fEfl (PREFERRED L.00ATION), IN CFILING AT cLLERS AREA. VERIFY EXACT' LO(, -A'1-1%1' W TH OWNER ARCHTECT, I 6,UAK(f 1`01�)l GON( 1U I f t)Y (vo.o.) 6, I-1 I 6l -i eOK 0 f'U K f, U50 .1. Witi-L OPENiNGS, ISLANDS, GUARD POSTS, CANOPY (ALI.- OY 0.11.) lo, �Iovztt �Vo. o.�, SUPPORTS,SERVICL: ACCE55 AND CHASE ARE TO BE. tPROVJQED BY '111E GENERAL CONTRACTOR, PLAN CONDUIT STUB—OUT 5. TIIE SLOWER PACKAGE LOCATIONS MUST BE VERIFIED AT Af 0-NTKANOf� SIrE TO ALLOW FULL ACCESS AND INSTALLATION WAL- OP'O�N I N(1- 16' 6xfv1i\Ip�p fo fOI:1 or- VANk, ,KAGES ARE SHOWN OVER CONCRETE P I N I 01-1�0 O A 0 G. i'� Ftf. -1�112' OlA. 61.4AK FHE BLOWER PAr UNIT i:�OK MAX. VI'Of�.Gfj(q�l I 6A if YL4, REFtR TO V6KIrl Wlfl-1 OWN�,K. MAX. 1-0,1\16171-1) Got)�Q ISLANOS TO ALLOW SERVICE '10 BLOWERS AND NOT 001,f- I N YJ I NQOW + ARCH. 7 ONI-f ro MX PI I IN f I.7RFr.RE WI )RJAAI_ QRIVr­­IJP OPERATION.AcCESS DRAWINGS 0 GONOUlf r0K A0010 TO CA04OPY BE PROVIDED 13,� 'mr, c.c. 2'- 51/4' ANP GONfKOL, GAOL,�- DEJERMINE THE AcrIAL CONSTRUCTION OF. I, -0y. THE ACCESS OPENING AND COVERS.. IMAX t`OK CON001 I" I GI.AMP6 rOK (,GI'V THE SLOWER PACKAGES ARE PROVIDED AND INS1ALLED ! NOTE-. sTRI.ICTURE O ATTACH BLOWER SUPPORT IMIMI I-WAY GGrV BY G.C. TO PROIVIOE CLEAR AREA AND. ADEGILIATC, lei Y 5 I E M. (by 0. VERIFY WITH DIEBOLD INSTALLER5. oof LJNPI�K. (;OoNrt�K HOIJ6 I N& DIEE111OLD TO, SET LCVCL AND 5FCURE UNIT 1-0 CONCRETE r0K FLJfLJ("f- U015 Or 600(�K6f'176 POK O FILL OPLNINOS ABOVE WIN00W FOR TI VIIALA,r� 00r, I '-OWRAP TumS AND AIRLINE'S INDIVIDUALLY win -i T Atli) FILL OPEING MASONRY. 151 G f 0 1,, 00 A A N I) PF, 0 V I I A F7 V G F' I F- '�P, MINGONOU I (6 rOK VAf GONTKOL, ANO V I 0�0 GA` NOTE jOI,1Gi5-AL, IN WA0, A!5 GL06� f.0 WIN90W A�-) -ERIOR, .ELEVATION DIEBOLD RECOMMENDS CANO'PY TO PROVIDE Atf�-KNAfa OADL-a GFIA,�o ('O 00, ANQ WEA1 HER PROTEr'noN FOR I'HE CUSTOMER AT N] I.,61(�ATC-iV OY OWN6F'r;, i�.Gi TIME OF TR06 SECTION N 0 H DD Tf & 9 L SCALE 1 Y8 A 00 H F8 If. 01? OUl"llN�- Or- (2) 01.00K f2AC,rA6I' 'I,' 1 f;Y �.XAG( tOGA-f I ON OY G,, AG,Q)At, V PAOr, OP 0�h I N(,­ 6U�IIYOKT 5Ycf6M OY ANO NOr5 v5 FIr- &,rl. M0LJNf IN& DY 06 b Y EQUIPMENT' 1'110VIQ6 G14AK. AKf.A roK (A) -72 15fAN9AKP -1 GON90 I Q) r0l' Or OKO U 1 1� OIJ 11- I N C X 2 fl. K. V 1 61 ON W I 1,10011 �VAf '2i G061*014-V 0 bu I L-0 I ,if ION f 0 f9KOV I 0Y Y t, I N6, A( IK�OLJIK0 APf,00f6 !�-UF2f'OKf rOK MOUNfIN& 'rllC-. G. f5r N, f C 5 fYv, DY G.) -50 600N-ft;Krffk1- UNI!5fIPLJf 6UPVQKf 1 071 161.,ANO PIA., PIP0. OK MJ+J. r OLI (t., I Na Cj,t,IINIf ANQ VAf -21' FINr-UMAT I Af M 9 Or 9 IN WAII- I'M I N6Q. AG -JAL, f fO bl� O KLJt\J VA V Y G.) -ANQ V195 0 GN6110 5 it -7771 GONQU I f o P,, W 1 6 V4 X 'f rA III I170NQU 1 f (0y 2 U!Df, QO4 ITELEVATION I D E El E MD U K 0 11 7 2 I Co U T 0 SCALEit.-It N 0 TE: DO NO'I'MOUNT 'THE BLOWER PACKAGE `6111-1 THE UHALIST rL)BES POINTING DOWNRD PACKAOE WEIGIff 1 +5 1/4't IBLOWr_ S 18 LF35, 14 I T A H P 4 L) I11 ON 6 F� 0 w G 0 r, 0 !Nkl c1j!!!jk!! MIN Iq Oy PLAN 01001,-Q V�.Klr-Y i)IZ�) Goo 0 70 -fib 6 f A I I., 0 ;OL) I K0A�N GONTKOL, GADL4- Ii�K IL 7 IVY P I �001,tq \LI IUN11 OUPL_4 x ;�u f U� f GOON 176KT012 DY TH5- G (D ., e rI6l,,Q,.Mr'A6L)Kv' ANO Go f 24 'IeY l,i;;16-Hf Of� 6A6H 45 b ir) IC) <r I 1A co Ln f��!,AP VAL-Ve.) 0 K IT PLAN VIEW II! It VAf oom-rKOL- E)OX06 vf IC�) . .. ........ . b 60 1 IVt. A 79/16 H. A '2 Zo tIUTL_11"Ii� or, 2 V(-KIeY I-OGAI`ION GO- I L, 1 1,16 AG61566 bY L II6 IIOLIf 1, I lqf� of' 1) bliO�E�K PAGV.A&�- A�55 At, 1 VQ I rY i�AAO r LOOAf I ON OY ACITUAL- Q I o- 0 O L, o r,. Nof 6- 5 V. G. 1:71 15111�, FRONT VIEW SIDE' VIEW SIDE I) Y 6,. G. 6 i!. V- .11 04 MOUNf`106, by 610'1� ANO NOf6 +5 I'— 9� 1- 2'— 4%1,, I/,. 6110:6 f 17 011' 9 2'- O' R3 FRONT 21-84 cu I -61 00 00V 0 31-61 Q r, 17,f I� 1/_01 L E T130((�H SCALE 7 VVO 0 H 7 R L 0) 9 ISC*ALE I SCALE Y4 I BLOWER UNIT DETAILS I6 Or 6 fO AO(�*UfKAGK 4 i�i o r; 6 I .4r 2 op L -ow VOL,fik&� ------ GONrKOL. GAOL4 POWER 'REQUIREMENTS 0 fe-1.4.00hi rof" MUrglr,-,q ON 1101-0 GONW Gf ION ­.poftK TERETTE ek 'COIJNf0ETTc, HEAT FOR COLIN 01,10w,�K tPAGKA&� E -C fO,I)ROVII)E (1) DOPLEX OUTLET, ON 115 VAC, 60 HZ, 0OKIP/pL1061 OK (91). 21 6ONVUlo ?O AMP.6AANCH CIRCUITS, 10, (5Y & G II6` O' I- ON(, 08 GON-f rp1OL_ NOTE I 11i, [A H SCALE 1/-011 FOR AUDIO SWITCYIER BOX yf;,. PLENU CEILINGS Ex. TO PROV0E (11 DUPLEX OUTLET 00i MIKV. ANP ow I ON 4 1) 115 VAC. 6011Z. I 0, ?Q AMP 13RANC T HE SPArE BETWE.EN HHE OEILING AND ROOF IN A BUILDING, !IE AREA IS U(:ED 1:01'i AIR RETUHN IN THE VENTILATION SYS I'EM, � I THIS AREA. I GAL, FIRE: AND BUiLDING COIJES 1AAY f�COLIIRE SPECIAL WIRE OR C!*",',- 'IT To BE USED IF WIRE IS % FOR CONTROL BOX TRANSFORMER (VERIFY LbICAT)ONJI UNIf f'ALL. A 1`10N OF E.C. 'To PROVIDE 0) DLFLEX OUTLETS SEPARA:np IAN PAI'H FOR THE INSI FOR TRANSFORMER CLEARANCE EA. ON 115 VAC, 60 HZ., THE '13LOWER PACKAGET CANNOT BE INSTALLED IN -1 0 TflE Pt M THEVEFQRE THE PACKAGES SHOULD BE INSTALLED BELOW FNI UMA TUBES MUST BE. PROVIDf-1). ANY 'I 0,20 AJAP, BRANCII GIRCUl r, ( 'TION WITIMIN THIS PATH musT BrE REMOVE.D ISTRUG E rUbE GEND.THE AIR,HUSE FOR mr 'IRCUll"S 'RECOMMENDED TO PREVENr SHUTDOWN Ti-ic CEILINQ LINE 1110 KIORIZ THAW 'IVE (25� FEE r FRO'i,i IHE INLET NOZZLE ON 90 DEGRE BY [HE CONTRACTOR. 'ALLY APPROVED BY 'IHE AUT-IOR14Y H, VING JUHISDICTION,t THE STANDARD HQSE FOR HE BLQ'NFR PACKAGES I'AU4 BE LOI, A _6 HOSE. rHIS HIGHER RAfED @ SLOWER PACKAGE WILL MEET MOST LOCAL COOES BU'r SOME WILL REOUIRE -il(AILR FIRE RAri, OR HOSr: 15 AVAILABLI" FROM WEBOI.D. BLO WIER UNIT (2 PER VAT SYSTEM), 1.0 0 I 1 OH�K_00&_ tIE.C. T O PROVIDE ( 1) DUPLEX OUTI-l" '11 @ T AT EAI, OVITHIN 5' MIN. Gi,-I�AKAN1615 KV,421.JIP,'6Q TO -01 OF BLOWER LINIT)ON (0115 VAC,60 ll/.,10.( 3 V.1 ), r u e) f� 1. P, r-, 0 f" I* Y �5 f, Ivi 0 2 [7 Nof I� I 20 AMP 0EDICATED BRANCH (.U�CIJI h ANQ 11 .. _YPICAI.__ "3CHEMATIC FOR T LLER & CUSTOMER UNIT I., A MI`2 60NI� At, PM�'LIMA f I G f U00 I) f V�Klr`Y AGfL)AI, 01) I 1-9 I N& AIK VAI, -V5 1`406f- 6 0 I r 'OK -f I ON ONt,Y P(�GK OPVIN I N& ANij GANOPY Q06I&N rKOM NOTES)-., I t4-U6f KA IV I ONFORM TO -s rATE. ANO A. P I �'[� OK M I N. (2) PACK A( 6 AIK�l 1. ALLz 'iVQRK AND MATERIALS SHALL. C ble Ofl N� A I KI, I NO NA116NAL, ALL PIE i5fo, Norl� *6 'iAL CODES MAY BE �APPLIC G01`100 I ft�) IN WAIA, OY LOCAL ELECTRIC C At- CONTRAcTm ABI.E, FLECTFIl TO BE RESPON50LE F QR ANY CHAI]GCS NECES!iARY TO COMPLY ftl,r- I'O KON VAT GA61.1��o ANP VIP50 1) f A5 MLIC4`1 =1­11ot, 11 HIESE COKS ff'Al( -If A.0 ALL�'CONIOLJIT'kjWER �WIRE5,,JUNC:TION BOXFS, �N'D OVERLOAD PROTECTION N Of 0 @ -I.E wc DEIVICES, ARE,' TO 13E PROVIDED AND INSTALLED BY -THE C f AL' ro 6e -f fOi5t�O 00NO fO KAI91� cy) IN& THAf 61-AI9 5) rAP I I ANO Al f460 '$HAL.I. BE ON AN INDIVIDUAL CIRCUIT. FAILURE OF Gl.AMP AbOV15 ube, K 1. EACH CUSTOMER ONIT' lt-lt,16b AK9 Wifl-IIN GANOVY. (AIC IWIT C-tiAl i kinr rtrcrp- 'rijr- Lu VAr 21 bl,_OWVK�5 L­OGAfl5Q IN GANOPY (6) K�Oulr,60 f it Lu I v 11 IA E 5JZE$`AND CONDUIT SIZE5' 1`0 BE DETERMINED BY THE ELECTRICAL il. AL! �TO�ER kIR LJNI:16KOIoi� Or GANOPY A I Kl- I N� C O�N I RAG TOR, fyp) VAf it 1) 0 THr VA IF EQUIPMEN r EXCW T LINDER DIEBOLD INO POWER SHALLA3E APPLAL I I A. VA'f 2 I Ljwoe�K�-, I Pe or- SUPERVISIQN I 5) K 0 91 'r N I fo GU6fOMe FIESP ONS[ BLE �FOR -rIlE Gp-.OUN F ALL W I TH I , . !� I I III I - I 1, ELECTRlr�AL,'(,Q�ITI�ACTDF?'SIIAL.L,'b�, M T14- OLJfL,INI5 Or' I'O66IbL,f- 010WOK PAGLA64 L,00A f I ON. ECTRICAL EOLJIPMENI% KAO I 06 EL 3'- 6 21-30 IG. f 0 Vf-K I f -Y 066 I" L-06kf I ON UP bi3OW�K f?0�011,� 107il IEA,ANP rOK ANO otiry 66, AGC4.60 bY CHASE i NO FHOM ARLA I 8 Y E.C. IN WALL. TO CONCEAL Adm6 'A CONTROL 00 9 ELjL_j AUDIO SWITCHER -'60X ro UNOERSIDE 0", L A IIr- 1, OOK tUl I00 olAt It V. V. G. OY '17 H6 0. v V,�, t ou 9 If, e f 9 0 I� 0,11 1�� ?00K s0A ALJO I 0 c" 0�,tl -1=1 7- 77177.1 Iz I'KOt, OOA6�5 N' 6 I A I,] bOA wp I (101,190 I 1*6 OY cl. I N. 00NOU I 170 r OU f 0 F ti n K KUV6 07�4- Ea -011 UNPOK GOL)NfOK E 1. E:'W ' SCALE StIn " f,6VI�r-Q P�K MAKK0-LJF QKAWIN06, hl. 0. 3/1 1 /02 DIE60LD INCORPOATED, � " ANASOUTIA BANK (c),cupyniG T V) :3� 'Die old, bi. All RiSilitts Hoom-yed. lip, (I A,) k KgVl,.�(�q rvefz AK(,6V-LJF' VKAWIN&6 M. 0. 0. i/vO2 SKYLINE, DRIVE'r SUITE 1100 gp%l I t� PR0*ro,rYPE 3820 HEED OKAWIN&6 6IIA06f 0 t5I`IC(;f NUMOOF fo:.G.O. I/ KO,VI069 PI�K MAK15,0-Ur LAKE MARY,fLORIDA, 32746 tit), [IIE 11HOPERT OF CIE 01.0 I L 11 I �r. ;.: It,01' 0 AS I ED I I VAT:;!!21' DRIVE -UP sys"rEM DUALS Vif-W ANP K00V0 vt';1�00y( A I'l M,G.,O. 2.7 0 K10902VTI IR4 I-107) 549- QO' t / c �l U _ � Q H `�1 G CJ a f GNAT CI s O o 1 l �, a 9EcTit Q(0)KI 1 ' '. '.,. •. . .._ �. p-{. . . c.. .»:v,r�a :-, I I — /~~t ( 14 {�� LILi TIIIIa I( 6 . I II: Q7 GOKA (1 VG b ANO Wel5 O�, IO' fKIM�rIEO iif AI''(t%K NOL(K ,� t :j 1 3- A (AI,AKM) ONE f {) /�!t GUNUU (•f FKOM AW M GON'(KUL GAO I �!�'i vi i I3( COb1h,��IL) [} I ) �`�' � �I ,>a �,� JtJNCf ION bOX f)'fl.)obr;D 0Uf I NfO AW Or 6' Kf I NrUI',GI- GONGKC-(E p n 1- ,.�. o�P05I 'fUKY f�Y <�. G. : �• :......._.. 1,6`101 � s� APAP. Er K FX r ON U I t (Ki1EWAf LE Jrl I,Ut AAA y i w c.S) ! ,� (; , f.} PO4rEft) - ON ( ) 2 X 4 OIJfLEf UUX t(1I'(I1 f�IrAPJK GOVEf'. PKUM ( 1 1_k115 DOX t 1) I%1' GONOU I'( •f0 5fUb I NT AW Or 6 Kf; I NFOKCEO ix - O�IGKG•fE AND GONOU I •f fO 1 15 VOI,f 60 GYGLG, 1 AMC A. G. (iUPfLY _ f KOM L Nf) t GU, I KGU I (" t�KEWK GOWTO,LEO ,-.«.�.,.----�-�•�-- t )� � Irl I 'f G 1 G I' I ••1 ! 4 ! , t1' ) y t ,�� ,+-.•�...v......rwr.`.wr_+._..w._..+-........•-.._._..:.w:._.........r.-../..w• ........, "y_...:< <; ! i ) i C C r , ,.. M...,�..�,.... .......�..� :..�» p ._ ..��� ..... .� ..�.. ...�.....�. .�_ _ r, t,u J , ON t i •f1� K 510E OF CHr5f. X NGT I r r LSO F -S ANo � fUG OUTS MAY EJB �I'I i Ivl, PAGE (f` I I,1-) JUNGT' 1 Olid E7OXE5 MIJ�)'f b6 1'I 1 fN 1 N 15' OF EI,W K I GAL 5UPPLY G01dNEG•(I ON ON 00 -P05 I (Df:Y NOU() I N&, �- A,661K I Gt�l. GONTRAWK 5NA�L ROW PE AND I NS�fG� ,- 4I GONDU i �f, r �ra �!;.-, ICS V JUN(if ION f1OXEJ) GOVt.K PI,A'(i-G, A. G, GUPPI-Y FI,GGi'K I GAL- W I K I NG ANO t PULL I N(t 0( ALAKP4 W I KE . ALL GONNI G:(I ON5 fO UN I f P1=IZ(OKME O OY F%1,661 K I GAL GON1'KAGfOK IN AGGOPDANG� WH H D I'Wil 0 I NSfKU(;f I UNS, R- R -EF SHEY-17 6 01 8 ERENCr�. ON LY I , Kf V i �,pv PON MAP.�V-UV PKAN I Nov IVIAN' 1r1 %it4vf WhfOf h : /Q') _..y . _._..__ - L U NE,C)flPQRA TE'U r >, (at CQf YRlCtll ! i 13 Utua ld (n n R i , • �.It. 13i -- l 1 J ty,ta Fivaerva 2� r � �. f a � M.0 0. I.. f. 37 SKYLINE NAIVE SUITE X1100 Fn, u,,;,t�,rr war. LAKE MARY, FLORIDA 327g16 •"', THIS, 1)RnHTNG'IS It*, Nfl9h fiR7Y QF 011-:8Q1.0 INC. lu .. 11-00 4q-2(.)OQ' " ="d `.w.........�.,.+.u«......;n+n..............«r..w.,.r....+,...�...vrn,w......,...r.<..a....�,o.,<a.,......e......«-.t.»ro+..++.wn..«.....«n.._,...w..u...•.....,..,...+.n...,.... .......u«... ,...v+..,.....x...r.^w..w...^^v.••r^.•�„M.q.^^^+..w +w..,,...,,...... � _ ,.. , R�1 NN I01*0"MHC AMSOUTH BANKrONIIiAt:, NO, PROTOTYPE fit20T __ �.� ..,_ AFTER HOUR OUR DF1 0. ITS jtRAN1W. tit). K10902,NDI IRI NO 6 1 T ! t 01 6600 51•I6I- ( RN I %I ANO I N5-fALl-: Pr; -PUG I fOKY 1-1EAn) K66� I v i N& '[Ua'() ALAKM f fKM I NAL K,AGY, OOX ON '170P 0f GHt V ANO Fl-tiX GONOU I f jj 6' M I N. F\ I Nr-OKGE'O 6ONW (" 1 ON OF WI Kf-G E I V I NG OW -5•f AN i t KPr1 I NAL KAGK P)OX. GONGKETE ( by 6-6.) Iva GAIJI V, fUP ANO ',71 UE5 0 ,;- 21'I/. .NI6h Or1LY (c?�Y l-) . G. } � + I f by OIWI r) D(J-f INcofA1 40 LAY EI-EG�fKIGAL GON-fKAVOK: s tt � � n /r fit, - i I c�N� (f) 6' LONG +/ ° �,6 • F ) t RlTif, , GU f U I f W RL AKM GON00 f I ON . HOU-51N& (tJF Ei�l O�PUG I 'f OKY HOU51 NG ANO f EKf,,I I N4- KALI, bOX. KA GAWA- - ! :+ , �EGUKUMA f I G A(fGK rIUUf: , �.�_...._ - -�_ _.. _.�,>_..._.._.__-._ .._ , t�,tU; p,rt «Y j _ ( I a� F .•..,, �;. y .......... , � i I fir,=,�-'-:� . !,, W'XAL GON'f KAG'f UK 51 IRLL PK Of C OV I NALL OPEN I N(� Aa SPEG (� I EO ANO �. „ t ..........__._ ..-, _... -... ... ! I ..._ I, fOK41 ANO POUK G" MI NIM Fye r. �. U . I fel OKW �ONGK6 t; ENGAa(%H Nf !�I _..._.._.._.-.--..____ ..... ! 1 L, ,` h.! : 1. ALAKM �f WA I NAI, AKO+.(Nf I.N f f :A(f EK U 1(OOI.D E0(J I PM%Nf I'a I NSi P TAW,AND Al -L GONDIJ I f .= t KAG', Y e�OX GONNEGf I ONS AKE GUMPI-E i>;.' APP f I ONAL, 0 A GAUL 4 I NG AN( ALL f I N I aN 1, �, Ar . r. _ :;�, '. \ 4 '�,. _... I' '' i (E� f I (' PJUI.0) KE-OLJ I W AL50 OY &OWAL ' GU N•ff.AGfOK 1 ' '. '.,. •. . .._ �. p-{. . . c.. .»:v,r�a :-, I I — /~~t ( 14 {�� LILi TIIIIa I( 6 . I II: Q7 GOKA (1 VG b ANO Wel5 O�, IO' fKIM�rIEO iif AI''(t%K NOL(K ,� t :j 1 3- A (AI,AKM) ONE f {) /�!t GUNUU (•f FKOM AW M GON'(KUL GAO I �!�'i vi i I3( COb1h,��IL) [} I ) �`�' � �I ,>a �,� JtJNCf ION bOX f)'fl.)obr;D 0Uf I NfO AW Or 6' Kf I NrUI',GI- GONGKC-(E p n 1- ,.�. o�P05I 'fUKY f�Y <�. G. : �• :......._.. 1,6`101 � s� APAP. Er K FX r ON U I t (Ki1EWAf LE Jrl I,Ut AAA y i w c.S) ! ,� (; , f.} PO4rEft) - ON ( ) 2 X 4 OIJfLEf UUX t(1I'(I1 f�IrAPJK GOVEf'. PKUM ( 1 1_k115 DOX t 1) I%1' GONOU I'( •f0 5fUb I NT AW Or 6 Kf; I NFOKCEO ix - O�IGKG•fE AND GONOU I •f fO 1 15 VOI,f 60 GYGLG, 1 AMC A. G. (iUPfLY _ f KOM L Nf) t GU, I KGU I (" t�KEWK GOWTO,LEO ,-.«.�.,.----�-�•�-- t )� � Irl I 'f G 1 G I' I ••1 ! 4 ! , t1' ) y t ,�� ,+-.•�...v......rwr.`.wr_+._..w._..+-........•-.._._..:.w:._.........r.-../..w• ........, "y_...:< <; ! i ) i C C r , ,.. M...,�..�,.... .......�..� :..�» p ._ ..��� ..... .� ..�.. ...�.....�. .�_ _ r, t,u J , ON t i •f1� K 510E OF CHr5f. X NGT I r r LSO F -S ANo � fUG OUTS MAY EJB �I'I i Ivl, PAGE (f` I I,1-) JUNGT' 1 Olid E7OXE5 MIJ�)'f b6 1'I 1 fN 1 N 15' OF EI,W K I GAL 5UPPLY G01dNEG•(I ON ON 00 -P05 I (Df:Y NOU() I N&, �- A,661K I Gt�l. GONTRAWK 5NA�L ROW PE AND I NS�fG� ,- 4I GONDU i �f, r �ra �!;.-, ICS V JUN(if ION f1OXEJ) GOVt.K PI,A'(i-G, A. G, GUPPI-Y FI,GGi'K I GAL- W I K I NG ANO t PULL I N(t 0( ALAKP4 W I KE . ALL GONNI G:(I ON5 fO UN I f P1=IZ(OKME O OY F%1,661 K I GAL GON1'KAGfOK IN AGGOPDANG� WH H D I'Wil 0 I NSfKU(;f I UNS, R- R -EF SHEY-17 6 01 8 ERENCr�. ON LY I , Kf V i �,pv PON MAP.�V-UV PKAN I Nov IVIAN' 1r1 %it4vf WhfOf h : /Q') _..y . _._..__ - L U NE,C)flPQRA TE'U r >, (at CQf YRlCtll ! i 13 Utua ld (n n R i , • �.It. 13i -- l 1 J ty,ta Fivaerva 2� r � �. f a � M.0 0. I.. f. 37 SKYLINE NAIVE SUITE X1100 Fn, u,,;,t�,rr war. LAKE MARY, FLORIDA 327g16 •"', THIS, 1)RnHTNG'IS It*, Nfl9h fiR7Y QF 011-:8Q1.0 INC. lu .. 11-00 4q-2(.)OQ' " ="d `.w.........�.,.+.u«......;n+n..............«r..w.,.r....+,...�...vrn,w......,...r.<..a....�,o.,<a.,......e......«-.t.»ro+..++.wn..«.....«n.._,...w..u...•.....,..,...+.n...,.... .......u«... ,...v+..,.....x...r.^w..w...^^v.••r^.•�„M.q.^^^+..w +w..,,...,,...... � _ ,.. , R�1 NN I01*0"MHC AMSOUTH BANKrONIIiAt:, NO, PROTOTYPE fit20T __ �.� ..,_ AFTER HOUR OUR DF1 0. ITS jtRAN1W. tit). K10902,NDI IRI u ' �I � ,t ,:; , t1%�. ., 'A ', - f ��) pl � - I I �. - EI 4 I Y e), • .E 1 - { I NO I GA f,.., N41I [ I,WC)Kr, -(0 Of t . / t ..... as.I k� 4: t .... _.... :• , '�. � UE5 I GNB a Do �•r ANO ,; •' r i ! i • l N (Ald%E U O'f 0 f FiEK (1"Yt . ) . L, • ,:... r ! I (n'� I � / .. ... ._ .-. II • : i VERIFY ,.. l_F�;.IFY IfY JERIFY { c 11, ! ! . I 1 {Fp z • t A 77 I , .: i ,e I r � 73 i 1 i Ij i iii •! It C. l 1 „ yyI f It I i f ._._ ._. e , / t . / t ..... k� 4: t ,I r i ! i L, • ,:... r I (n'� I � / .. ... ._ .-. II 1 VERIFY ,.. l_F�;.IFY IfY JERIFY { c 11, ! ! . z • U- "3•�G P`U6G O 6 TAI- 77 I I .: i ,e I r 73 N Y r 4 : i i I I ) u C J r r ! , l q s: ., -;• ,- ,. is ;. 'h (4 -77 t 1. . I i t � (� I V -10%1± (n'� I � / .. ... ._ .-. II 1 VERIFY ,.. l_F�;.IFY IfY JERIFY VEVERIFY•/: : RIFYVE z U- "3•�G P`U6G O 6 TAI- .: i ,e r -7 'isq VI MACHI I NE' sTATU5 SYSTEM 000NFIGURATION 02 MAXIMUM AIRA f If CONFIG )N IDLE,(NO TRANSACTION)L, -L ?00,WATT5 IS88 WATTS A(�Ti m (DISPEN3E) IN PROORF`�� JOO WATTS 1688 WATTS 6,� �0: -7-777 Alf? iN,rAKE, F3'7 2/4 NOTESM I P E'S T 0 0 E' MIN, O.D UARD,�POSJ f CONSTRUCTIONt Fit I. 4' MIN. DIA. X 1'--0* HIGH D WITH ON CRETE,, (ALL BY -,IPFS Tr) o E IGH OWNEWTO FURNISH AND INSTALL. (1)3/4 -RIGID CONDUIT FOR ELEcTRI AL POWER dbAitD POST f, ISLAND FILLE CONCRETE. (AL t., By C.). D� WITH IGACK (SEE POWER REQUIREMENTS) HIGH ORE -01 -N -G, 2. AND INSTALL 44 P.V.0 :SEE PIPE, RECOMMENDED METHOD FOR ROUTING COMMUNICATION CABLE. EXPRESS BUS CABLE, ALARM CABLE, AND VIDEO CABLE) r\AU ALTERNATE METHOD OWNERS ELECTRIC FURNISH AND INST ALL I' RIGID CONDUIT FOR ALARM CABLE AND IV?b RIGID CONDUIT FOR COMMUNICA-rI N AB A 1 0 CABLE. OUTLINE OF UNI*(�` LAN� ..... . a. 4.- NQ BRANCH,IF CONSIDERING ATTACfIMENT' OF PLEASE CONTACT THE DIEBOLD INSTALLI 'OPENING A V) 5. iNsTALLER DRILI_ 2 )YAN DIA. X,8*"DEEP HOLES IN ISLAND (TEMPLATE PROVIDE[) FOR LOCATING HOL — ...... "49-C106035) AND S�CURE UNIT 'TO ISI -AND wiTH tjAK I (2)-Y4' -10 LONG WEDGE ANCHORS 5UPPLIED WITH UNIT. UNC X 7=1= ..... OLT 6. DIEBOLD TO FURNISH (OPTIONAL EXTRA),RS 232 CABLE (150'-0' ST ANDARD) 3 44 DIA. P.Y.C. PIPE v ILI 11 __T`1w EXISTING'CONSTRUCTION: RIGID CONOUJI sEE NOTES IN. DIA. X 2-2' HIGH (BY 'fHE E.C.) ISTING ELE -TIC TUBE AND/OR P.V.C. -TRAFFIC -LOW- GuARD POST PIPES rO BE 1 4' 1. E x CTRICAL CONDUIT, PNEUMA SEE NOTES 'RETE, (Ai Y FILLED wrri-i CONC L B PIPE MUST 13E RE-ROUTED TO ALIGN WITH REOUIRED ISLAND 2t OPENING, ExisTING PNEUMATIC, TUBE OR P-V.C. PIPE MAY HE 9 -j '81/1 .7 -gy NICATION CABLE, EXPRESS BLJS CABLEr USED TO RouTE commu 3 9yo, ALARM CABLE, AND VIDEO CABLE. ECTION 'A" HOLT -8 2. EXISTING BUMPER GUARDS ON ISLAND MAY REQUIRE RELOCATION. ------ — --- - P1 �AN VIEW — . .......... . Lt- TALLER INS TO DRILL 2 'P HOLES IN !SLAND (TE1 I X 8' DEE MPL'ATE PROVIDED I'_To ISLAND WITH LOCATING HOLES PART, AND SECURE UNI 1-8 Y4' 2'-, 44 (2) -�IOUNC X 81/2' LONG WEDGE ANCHORS SUPPLIED WITH UNIT. GUARD r By TIIIE G.C. 44 1 2 :18 -A-NQ .:'PL'AN ISL NO A FRONT 2 -5 7 ? T TALLA HON TRAFFIC FLOW BOLT INS E IEW FRONT �VIEW SID "ISLAND �',SECTI'041.�' ISLAND PERSPECTIVE '1074 i'x DRIVE UP 'ISLAND, ATM DETAILS SLAND PRE�ARATION DET CABLE REQUIREMENTS .INTEGRAL VIDEO CAMERA DIEBOL D TO (OPTIONAL EXTRA) RS 2_32 CAOLE (150'-04 STANDARD) STATEMENT PRINTER - WINDOW COMMUNICATION (250' -Ox MAXIMUM AVAIL ABLEL.INSTALLED BY OWNER. (OPTIONAL) —CONSUMER IRANSACTION nALL OTHER EXTERNAL CABLING TO BE FURNISHED AND INSTALL R 5 u P p LIf.y , C APO NSERT sLo, -M,�Qus 'c FOR REMQTE OPTIONS FURNISHED AND INSTALLIED 43Y �06 "SYSTIE r OWNER'). NOTEt E 'A'REOU EN -S.� TO CONFORM TGRAD ALARM CABLE MUST BE HOME RUN FROM URVEILLANCE; FURNISHED AND INSTALLED :BY OWNER 'VIbEO S , ONTROL CABINET ACTION SYSTEM CONSUMER ...... AL. ARM 'G 13 L. II M E xA' REQUIREMENTS, ALARM :CA LE musT r3 E 40 . ......... HOME 13LJN FROM ATM, BACK TO ALARM CONTROL CABINET FURNISHED AND iNsTALLED BY OWNER ALAI TRAFFIC CONTROL ONLY WHEN THAFFIQ CONTROL LIGHTS ARE PRE5ENtL AREA AND INSTALLED) CURRENCY DISI` LIGHT: CABLING OPTIONAL DILBOLD JZXTFRNAL OPTIONS MODULE REQUIRED _VEL., SITo �y INS T A L ER TO 'SET LE eCCURE UNIT TO CONCRFTF ISLAND AND CAULK AROUNO BASE EGUR11 Y VAUL I' __S IA..' IiV.Q.'PIPE: p 111 VIDEO AND "3 FURN1,9110 AND INSTALLED BY (6) E NOTES #2 SURVEILLANCE ISLAND 'To BE FLAT SYSTEM ANO LEVEL IN AREA OF UNIT r- CLI AL �'OWER­'�CIJNDUIT; SEE POWER REQUIREMENTS FURNISI-IED AND INS'IALLED, BY OWNER OPTIONAl OPTIONAL OPTIONAL PERSPECTIVE uj REMOTE EX'ITRNAL REMOTE JOURNAL op rION5 KDM PRINTER MODULE . ..... OPTIONAL TRAFFIC PLAN SPECIFICATIONS CONTROL 1-16f_(TS PHYSICAL,SECURITY :3 HEAT OUTPU r ERVICE POSITI _E MEE'rs Tia: HEOUIREMENT5 OF U1. ANoAR0 F TIIE SAF ?91 L VEL I F R 602 BI`U/Ilf? HEATFICS IDLE 'ERS ( IDLE Ali rOMA SYSTaIIS FOR 211 HOUR DOOR Is, 5J59 13 1U/HR Willi HFATERS DISPENF 5 SE.RvIu. rHF SAFL ),Ild BfU/HR WITH HEAl co ION �ES AND A PROVIDED WITH UL KLOCKING DEVIC DISTRIBUTION LOCK wiril iti LF. OR DUAL. COMBINATION LOCK VIRONMENT MMUNIC T A >ROUPI ELL OPERATING EN Lu TO MEEI koulnmliws of L UI_ 2 91 THr wo r hiusT TRAVEL 0 0 x oF ANCHOR[- TO A > TO 12(Y F WITHO ( (j,) MIN. LIT SUN EXPOSURE coNcRF.TF PAD OF 15 NCSS USING fl -IL AN01ORS PROVIT)ED 730' F - 3d' F 10 1 le F WITf I SUN EXPOSURE 3 __7 15/ TO IOOZ RELA rIVE iiumorr Y. POER REQUIREbAENTS THE,- ArM -PHASE THREE -WIRE UNSWITCHEO POWER. WIRING CANOPY REQUIREMEN r TO THE.' A I'M M05'r USE A 11-11RO-WIRE EAR TI -I GROUND (CONOUI I GROUND I )T IT IS RECOMMF-NDiD TI�F UNIT LIE PLACED ONDE13 MODEM ,LIED Niusr BE AS 5PECIFIE0 00-0i C POWEII SuPr -OR OPERArOR/SLRVICE AND SUN COVER/CANOPY I -127 -4* 1 Nil 100 VAC (46Y, GOIJ -1y) SINGLE PHA EXPOSURE 200-2,110 VAC (+/-107) 50HZ 0 /-1%) SING LE PHASE 7 WEIGHT OF UNIT T7 Zr 7-1 CONDUIT LIM 6 M TO BE. A OEDICAT�D SERVICE' AND MUST BE 3,260 L[3S. BIf` A SAFETY QUICK TO DUILDINOS -D15CONNECT DEVICE TO BREAK LINE VOLTAGE THE ELECTRICAL SER%/ICE PANFL), THE QUICK ALARM PROTECTION ELEC. PANEL (SUCII AS A CIRCUIT DREAKER AT 'ONNECT 'IRCUIT UPEAKFR) MUST TURN OFF THE 01F VOLIAGE Lu 'oil DISC DEVICE.011 A THE AMPERAGE $PECIFIED UELOW. THE UL -LISTED SAFE IS EQUIPPED WITH A BASIC ALARIi'M T -1 VAC SERVICE, DISCONNECT AT 30' AMPER .3 DOOR OPEN sil-CH, ALARM SHUNTING SWITCH, AND SEN5OR PACKAGE. THE BASIC PACKAGE INCLUDES A 5 A 200-240 VAC SERVICE, DISCONNECT AT 15 AMPERES RATE-OF-RISF. HEAT SENSOR. Y % NOTEt T THE IFLOOR I w, 0 -NINO FOR CABLES BEL IN THE I T is RECOMMENDED THA 4 PE ELECTRICAL FOIIIPMFN,r �7 POWER LISAG 3E, MACHI I NE' sTATU5 SYSTEM 000NFIGURATION 02 MAXIMUM AIRA f If CONFIG )N IDLE,(NO TRANSACTION)L, -L ?00,WATT5 IS88 WATTS A(�Ti m (DISPEN3E) IN PROORF`�� JOO WATTS 1688 WATTS RECOMMENDED ISLAND 3`6' WIDE X 6' HIGH X 6'. MIN, THICKMESS NOTE: SIGNAGLE OPTION AVAILABLE roij ADDITIONAL. LIGHTING. FOR ADDITIONAL INFORMATION AND DFI`AILS PIAEASC. REF THE vLANNING AND S*ITC PREPARATION GUIDE CIP-82068 I