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4477 W 1 St 03-2566 New construction Amsouth Bank
zlq 11 f_7 o VICINITY MAP MA !A I f.,7oom N 90 PI i 0 --- a, S Uh lava AveCL 3 1c,' {Jtt pnE C� er I a I 46 46 rn 5aintJosephs- Y` I=r - Northstar Ct 1 Alson-Place oodru Sprrin�gs; rri -�� f) 0' ToS ite Gelnter _ 0 _ 4astIineQa.� ' Nilson Rd aCentral Park_PPI'6 ._ `,•.' -n Lake Sten___1---` - New Upsala 2003 1%32Quest,aorn. Inca 0200 Naviigatbn Tech no loci, 195-? LOCATION MAP APaV�STI� 1 oom 0300ft 'f q n (t :w 4ry�fYl gr��' 'ax fi sk't'rr SK •y t -. ryl C3 s $er1 i l: att}t y s , rt yy i�ht I Yt k Al d ',. rf a?T ti fa•.+4�'ro r rj,�i ,7", '>{c,s a:. 6AAukY.ia .,M: fd��yH, SITE U. 1, x4•* r lrs°•�:r x`r}y t �' i ��. ; �i,s1� sir;�a�� Ma,�� �3,�4r .�rkr��� k` f L�/r ,y. 7•y r `t i 7-y &' � �? A di fA�i+p�l 5 >�9t 7i.r�2 ,j ++. 3 }"� - �yyr`�'Y' `3S ly. y_a�Jfits,,,lr v*e$;i t T�9fif ,k 'Er. ° ¢.9sr,� �; jy •k. �-7 t t • v-T#h 'it t:y� t dm4�� ;'.�� fd.>)bi^: (?l] ��:f3fifr- x.,�l..xfsR�1 j1',, h o c},?: lr r 3,,n�^; >F sYF{ 5 r✓-t�s-i'ttt<bS yr c � t,r A4 .r' ! Y-z+t" 4 4 t'•E F? }ir• li` ,f il 393r ,..b 3PIZ,�a+ 3 V_,J- �a,s f'r�s' _ �� iS ~?Ff�4 a�'� y'•j�f 't 'f�'7,rS k ... $-.r'3.4i��': Ff'� . Y94 > ! '.,7t. t. gi 1'�'-f't''"y Fn w�,y h�tt. Ff+ zF k� ��r,r 'b� `"�{ ✓sib& y�y<i« s 'r3rrry a��t,r� ��"r •es".;'1, +S%cs 1�5.'+" ,j�°y��t 7i tFsw ick3a �:yw �1 � �Rr�; F) tY.+Fr iq ':.a•Y.- y'1+... .,"i:�,•R'c 'P ,� .s-:• t#�>rt• ' r.. oi Sew, S a F 1i'Yia.w • ri ✓ 3 ' • �krue�Q 3 ili,F.� A�i�S�i.astryFYj 3%dt �t� I I I LEGAL DESCRIPTION DESCRIPTION: (WRITTEN BY SURVEYOR) A part of on unnumbered lot in M. M. SMITH'S Third Subdivision cis recorded in Plot Book 1, Page 86, Public Records of Seminole Counry, Florida, more particullarly described as follows: Commence at the Northwest corner of Section 28, Township 19 South, Range 30 East, Seminole County, Florida; run thence SOB' 12' 19"E, along the west line of the Northwest 1/4 of said Section 28, a distance of 1535.64 feet to an intersection with the south right-of-way line of State Road 46; thence N89'47'41 "E, along said south right-of-way o distance of 15.00 feet for a point of beginning; thence continue N89'47'41 "E, along said south right-of-way a distance of 221.00 feet; thence departing said South right-of-way line, run S00'12'19"E a distance of 224.77 feet; thence S89'54'03"W 221.00 feet; thence N00'12'19"W a distance of 224.36 feet to the POINT OF BEGINNING. Contains 49,629 square feet or 1.139 acres more or less. OWNER & CO OWNER AMSBUTH BANK 250 RIVERCHASE PARKWAY EAST BIRMINGHAM, AL 35266 TEL. (205) 560-2484 FAX. (205) 560-2529 ATTN• GREG HARRIS ARCHITECT INTERPLAN LLC 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 CONTACT: DAN MUTTER CIVIL ENGINEER INTERPLAN LLC N SU LTANTS 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 933 LEE RD., 1S1 FLOOR , ORLANDO',` FL 32810 ELECTRICAL ENGINEER INTERPLAN LLC 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 ■ 25.FL�C.D 447 SANFORD, F'LORIDA REVISION ISSUE LOG REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 1 12-06-02 OWNER REVISIONS A-1 THR. A-15, S-1 THR. S-7 L.I.N. 2 01-02-03 OWNER REV. Al, A7, A14 LIN 3 01-23-03 CITY COMMENTS CS, CO, Cl, C1.1, C2, C4, Ll ADDED SHEET L2 DBK 4 01-23-03 COUNTY COMMENTS CS, CO, Cl, CIA, C2, C3, C4, Ll DBK 5 01-28-03 OWNER REV. Al-A15, S1-S7, E0, El, E3-E5, MI LIN 6 03-24-03 CITY OF SANFORD COMMENTS Cl-C7, L1, L2-E2 CDB 7 03-25-03 STRUCTURAL CLARIFICATION Sl - S7 LIN 8 04-01-03 Q.C. REVIEW Cl. C3 RC 9 04-11-03 OWNER REV. Al, A3, A4, A7, A10, All, S1 - S7 TELLER WINDOW, VAULD FOUNDATION LIN 10 4-21-03 OWNER REVISONS M 1, EO, E3, E4, E6 SET 11 04-25-03 OWNER REV. S1,S2,S6 LIN 12 04-10-03- SEMINOLE COUNTY COMMENTS C1, C4 BZ 13 04-10-03 FDOT COMMENTS Cl, C3 BZ 14 05-07-03 SEMINOLE COUNTY COMMENTS CS, Cl, C2, C3, C4, C8, Ll, L2, E2 ADDED C8 SHEET RSK 15 05-06-03 OWNER REVISIONS El ELECTRICAL GROUNDING SET 16 05-19-03 OWNER REVISIONS Al, A2, A3, A5, A7, A8, All, S5, S7 CM 17 05-28-03 OWNER REVISIONS Al THRU A7, A14, A15, S2 THRU S6 CM 18 06-02-03 SEMINOLE COUNTY COMMENTS Cl & C3 BZ 19 06-09-03 OWNER REVISIONS E0, El. E3, E4, MO, MI BEM 20 06-12-03 OWNER REV. A2, A4, A9, All, Al 4. El, E4, E5, M0 ROOF SCUPPER DET. CABINET REV. LIN 21 07-17-03 OWNER REV. Al, A2, Al2, A14, S1-S6 LIN 22 08-11-03 OWNER REVISIONS AO-A6, All, S3, S5, E0,E1,E3,E4, MO,M 1,M2 IN/SE 23 08-25-03 FDOT COORDINATION CO,C1,Cl.1,C2,C3,C4,C5,C6,C7,C8,E1,L1,L2,L3 RDZ 24 09-23-03 FP&L DRIVEWAY C1,C2, C3, L1, L2, E2 DBK 25 09-25-03 OWNER REVISIONS A1,A2,A7,A8,Al2,A13, E3 LIN/SE NOTE, 4 "CO TRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTY RIGHT-OF-WAY PERMIT AND HOLD A'PRE-CONSTRUCTION CONFERENCE BEFORE STARTING WORK.' CONTACT JACKIE LARACUENTE, DEVELOPMENT REVIEW DIVISION, (407) 665-7409 FOR INFORMATION ON SETTING YOUR PRE -CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER REQUIREMENTS." Y PROPERTY APPRAISER , ID NUMBER 28-19-30-300-0010-0000 0 -. SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF. THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. 0 SITE ADDRSS 111 4477 W. 1 ST STREET SANFORD, FL. TAX I.D. NUMBER 28-19-30-300-0010-0000 PLANS REVIEWED CITY OF SANFORD RECElypp, O C Y 0 6 2003 RE - - F WED Sanfor1V d Fire Pre enrion Dir. Pate: l� SHT. NO. DESCRIPTION CS COVER SHEET SHT. NO. DESCRIPTION CIVIL DRAWINGS Co CIVIL DATA SHEET S6 TYPICAL SECTIONS Cl SITE DIMENSION PLAN S7 TRUSS PROFILES C1.1 DEMOLITION PLAN - - C2 UTILITY PLAN - - C3 GRADING AND DRA[NAGE PLAN MECHANICAL DRAWINGS C4 SITE DETAILS 09-25-03 M0 MECHANICAL DATA SHEET C5 CITY OF SANFORD DETAILS Ml HVAC FLOOR PLAN / SCHEDULE / LEGEND C6 CITY OF SANFORD DETAILS M2 HVAC DETAILS AND CONTROLS C7 CITY OF SANFORD DETAILS - - Cg SEMINOLE COUNTY TRAIL DETAILS 14 PLUMBING DRAWINGS Ll LANDSCAPE PLAN PO PLUMBING DATA SHEET & DETAILS L2 IRRIGATION PLAN P1 FLOOR PLAN UNDERGROUND E2 SITE LIGHTING P2 FLOOR PLAN ABOVE GROUND SURVEY - - ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS A0 ARCHITECTURAL DATA SHEET EO ELECTRICAL DATA SHEET Al FLOOR ..PLAN E1 ELECTRICAL LEGEND, NOTES, AND SCHEDULE A2 REFLECTED CEILING, ROOF PLAN AND DETAILS E2 ELECTRICAL SITE PLAN A3 EXTERIOR ELEVATIONS AND DETAILS E3 FLOOR PLAN - LIGHTING A4 BUILDING SECTION AND DETAILS E4 FLOOR PLAN - POWER A5 WALL SECTION AND DETAILS E5 FLOOR PLAN - AUXILIARY A6 DETAILS SHEET 1 A7 DETAILS SHEET 2 - - A8 INTERIOR ELEVATIONS AND DETAILS SHEET 1 - - A9 INTERIOR ELEVATIONS AND DETAILS SHEET 2 SECURITY EQUIPMENT (FOR INFORMATION ONLY) A10 .INTERIOR ELEVATIONS AND SECTIONS SHEET 1 1 OF 8 ELECTRONIC SECURITY ALARM LAYOUT All INTERIOR ELEVATIONS AND SECTIONS SHEET 2 2 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS Al2 ELECTRICAL AND SECURITY PLANS 3 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS A13 FINISH PLANS 4 OF 8 CLASS 1 MODULAR VAULT DETAILS Al4 DOOR SCHEDULE AND DETAILS 5 OF 8 VAT "21" DRIVE -UP SYSTEM DETAILS A15 VAULT PLAN AND 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 DETAILS S2 FOUNDATION AND FLOOR PLAN 71 S3 FUNDATION SECTION AND DETAILS S4 ROOF FRAMING PLAN S5 TYPICAL SECTIONS 1 INTERPLAN.-. - ARCHITECTURE ENGINEERING r INTERIOR DESIGN PROJECT MANAGEMENT . AA 004320' CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: L� �xl n T. i ■ CONSULTANT: / REVISIONS: NO. DATE REMARKS 3 01-23-03 CITY COMMENTS 4 0.1-23-03 COUNTY COMMENTS 6 03-24-03 CITY COMMENTS 8 04-01-03 Q.C. REVIEW. 14 05-07-03 COUNTY COMMENTS e SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE r ■ ■ ■ I 11nn1F1Fn•09/7ilm il, Ai6.1•\J_�\AllSI]IIiH\?0099A91\A�4f93CS nWC AMSOUTH BANK 25.FL-C,D 4477 W. 1 ST STREET SANFORD, FL I COPYRIGHT © 2002 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: 2002.0093 DATE: 11-11-02 r CHECKED: 1'_g-=1'_9- nANK1r._. 1 ,..ter :,e -.:. .•:,; .,r r r .i :. , INTERPLAN a , ARCHITECTURE 2t TA-8 ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT 8 2 3 4 5 15 WOMEN / AS \ \ AA 004320 t 114 / \ CA 8660 �* TA-6 I TA-1 TA-2 TA-4 TA-5 TA - TA j PROVIDE BLOCKING FO — 7 3 I I I _ WC 933 LEE ROAD, FIRST 0RlANDOOR.IDA 328010 . WATER HEATER SUPPOR "INA-3 LAV PH 407.645.5008 "� to JAN 2 3 -0 6 FX 407.629.9124 ' i o X LAV "' �' SEAL: 1 /4FRA ELESS 104'-8 I I MIRROR — WC - / � " NOTE: / \ ' n- 47' 56'-2" GRA1 -6 AREBBAR TY TYPICAL FOR EA DIMENSIONS _ TA-6 TA- TA-1 " CO TA-2 IFE3, 22'-10", 22'-9" 35'-10". 20'-7" H.C. STALL, e. 2" TELEPHONE EQUIP. COUNTER �� AS /� MAX A 1'-0" 6" RE. DET. 11 /A9 . " - 6" 8 5/8' 3 1 1 /2 2'- 8'76" 3'-6"' 8'-6" 2' 8" 8'-6" 2'-8 8'-6" 3'-10.,13._4„ 7'-3 9/16" 16'-7" 7'-9 i /16" 3'_4" . 3'_g" 6'-5 1/2" -0 ' ■ ELEC/TELE. �15 10 TA- 8 ■ OWNER FURNISHED 107 A a CONSULTANT: WALL CABINET — — W M. - MOUNT 97'-0' A.F.F.114 / 17 Z ENLARGED PLAN 1/4s NJti ■ ��-fin INSTALL BY CO TR. DS 9 t2 os 1 Q 5P \ I' 6" HIGH (ABOVE OP I LINE OF CONC. I P28 �? _ _ _ — — — I4WC 15 N CURB -RE: IVIL F ISLAND) PIPE B LLARD. `D MECH gP -- VAULT �t SI K L _ JAN a A NT SAFETY YELLOW106 I `i 109 `A-9J 112 ( ICALLY 2 AT ALL 16 m `� A7 I t I N I NDS WITH COLUMNS, N a a 3 P25 _ �0 H END OF ISLAN I I a a a P2 t 10 bRK OOM c+ _ 4 Q ' NIGHT Q I Fla CORK. t t 111 -3 N N DEPOSIT (ND ` ->J 110 t4 TOILET ACCESSORIES SCHEDULE LI OF CONCRET VERIFY WITH F3Rt�— -3 A EQUIPMENT ROOM MEN N REVISIONS: SlA AT DRIVE-T RU VENDOR. SEE @ o a 0 N 4 ` N R F R TO STRUCT RAL - 113 TA-1 TOILET TISSUE DISENSER TA-5 : RECESSED MEDICINE CABINET _ I NOTE N0. 6 z I 105 i i s P23 4a 4" a a NO. DATE REMARKS C F. E. TA-2 WASTE RECEPTACLE TA-6 : TOWEL DISPENSER 1 12-06-03 OWNER REV. ND — 2 m 2 01-02-03 OWNER REV. OS 2 -�;, TA-3 : GRAB BAR (3'-0" OR 3'-6") TA-7 SOAP DISPENSER 3 01-t3-03 OWNER REV. �Dc 5 N t SEE PLAN 5 01-28-03 OWNER REV. -- -- — ----- ---- — --_-- a _ TA-8 : COAT HOOK co TA-4 SANITARY NAPKIN DISPOSAL 9 04-11-03 OWNER REV. A — WIINDOW ^ co I — A NOTE: COORDINATE 16 05-19-03 OWNER REV. t «, VERIFY TELLERS TELLER COUNTER . , 0 E COO DINA E THRU WALL 17 05-28-03 OWNER REV. STEEL PIPE WITH 104 RE: ETAIL 1/A-10 a PARTITION SCHEDULE OPENINGS ABOVE CEILINGS FOR 21 07-17-03 OWNER REV. Lo I 4'-6" FF. z BOLLARDS TYP. EQUIP. A - � PROPER RETURN AIR PLENTUM t � LOBBY t � 22 08-11-03 OWNER REV. I -t4 PAINT TO VENDOR t _ N' i, 25 09-25-03 OWNER REV. 4iMATCH BLDG. _ � 100 RATING/ a N a I ACCESSIBLE CHECKSTAND = MARK STC. HT, DETAIL DESCRIPTION TRIM COLOR 4 -6 AFF. o COUNTER RE: DIETAIL 3/A-9 t +`' -4 DESIGN 4 E3 SP SECURITY PARTITION: EF� \ REFER TO ENLARGED VAULT PLAN j. r I 4'=6'� AFF. o o m 9 ALUM STOREFRONT SECURITY NA NA �' PAK LING --,�� t 25 AND DETAIL ON SHEET A15 ■ A- PART TION Q) PARTITION +BORE: ET. 1 & 1 O/A-8 . 0" t I' PNEUMATIC o m I o SERVICED to I a a 5'-11 �, to 3� _ 0 1 LAYER 5/8" GYPSUM BOARD 50M DRIVE -UP i .ey 1 -i0" �, M SCREW ATTACHED TO BOTH SIDES BANKING �„ - - P-23 NA NA E 3-5/8" METAL STUDS 24" O.C. , EQUIPMENT I 4 COPIER 3 is t PANELS APPLIED VERTICALLY OR BY OTHERS ti� HORIZONTALLY �. TYPICAL I WORK ROOM 2 ��° �\ 1 LAYER 5/8" GYPSUM BOARD —`r' SCREW ATTACHED TO BOTH SIDES 0Ds c v o I t 3 P25 OFFICE CONFEREN m = TO OF 3 5/8" METAL STUDS 24"O.C. ' 1', „ - t A- t 0 101 i 3 r P-25 NA 47 " 3 ��e1 2 102 DECK WITH 3 1/2 SOUND ATTENUATION _MEMI P25 A to = INSULATION IN CAVITY. PANELS 6.i 6 6,� 3 — — — — — — r- .APPLIED VERTICALLY OR M - _ t HORIZONTALLY t P726 CONCRETE CURB 3'-6" HIGH (ABOVE TOP. 16 - 6 3,.- " 3' " - R CIVIL OF IS ND) PIPE BOLLARD. 18 -9 9 0 7 -10" 1'-9 17 -10-0" NOT USED PAINT SAFETY YELLOW 9„ 35'-10" I ( 20'-7" 1'-6" LI E OF CONCRETE (TYPICPL AT ALL ISLANDS 11 SeLAB AT DRIVE-THRU WITHOUT. COLUMNS, THIS R[ FER TO STRUCTURAL END OIF 18LAND ONLY) I 58 -8" III I 1 LAYER 5/8" GYPSUM BOARD I E OF DRIVE THRU RE: D T.2/A14 I I SCREW ATTACHED TO BOTH SIDES L TO OF 6" METAL STUDS 24"O.C. C NOPY ABOVE. I P-27 47 DECKMEM WITH 3 1/2" SOUND ATTENUATION II INSULATION N TV ■ i t NOTE: BOOT DOWN SPOUT TO CURB UNDER CONC. 2 3 4 PLAZA - COORDINATE 5 W/ CIVIL P0, u m 1 CAVI . PANELS APPLIED VERTICALLY OR 5 HORIZONTALLY 1 LAYER 5/8" GYPSUM BOARD SCREW ATTACHED TO BOTH SIDES TO OF 8" METAL STUDS 24"O.C. P-28 47 DECK C M WITH 3 1/2" SOUND ATTENUATION INSULATION IN CAVITY. PANELS APPLIED VERTICALLY OR HORIZONTALLY GENERAL NOTES 1: CONTRACTOR TO VERIFY SIZE AND 6. CONTRACTOR TO VERIFY EXACT LOCATION OF ALL DRIVE -UP ALL REQUIREMENTS, SIZE BANKING EQUIPMENT WITH EQUIPMENT AND LOCATION OF NIGHT DEPOSIT VENDOR PRIOR TO CONSTRUCTION WITH EQUIPMENT VENDOR PRIOR TO (SEE EQUIPMENT VENDOR SHOP DRAWINGS) CONSTRUCTION 2. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL STEEL PIPE BOLLARDS 7. CONTRACTOR TO VERIFY SIZE AND AROUND DRIVE -UP BANKING MACHINES LOCATION OF VAULT WITH WITH EQUIPMENT VENDOR PRIOR TO EQUIPMENT VENDOR PRIOR CONSTRUCTION TO CONSTRUCTION CONTRACTOR TO FRAME FOR DRIVE -UP ATM & 8' 3. CONTRACTOR TO VERIFY ALL ELECTRICAL OPEN / CLOSE SIGNAGE AT CANOPY. REQUIREMENTS OF DRVE-UP BANKING VERIFY SIZE AND REQUIREMENTS MACHINES PRIOR TO CONSTRUCTION WITH OWNER FURNISHED VENDOR. 4, CONTRACTOR TO VERIFY SIZE AND 9. CONTRACTOR TO SET BANKING LOCATION OF TELLER WINDOW WITH EQUIPMENT TEMPLATES. EQUIPMENT EQUIPMENT VENDOR PRIOR TO VENDOR TO VERIFY CORRECT CONSTRUCTION PLACEMENT AND TO COORDINATE WITH CONTRACTOR FOR PROPER PLACEMENT. 5. CONTRACTOR TO ENCASE OWNER 10. NO ADJUSTMENT TO THE CONTRACT AMOUNT FURNISHED NIGHT DEPOSIT IN WILL BE GIVEN FOR THE CONTRACTOR 6" OF CONCRETE AND THEN NOT FULLY ACQUAINTING HIMSELF ADHESIVELY APPLY DRYWALL TO WITH EQUIPMENT VENDOR REQUIREMENTS. ALL EXTERIOR WALLS. OR OWNER FURNISHED MATERIAL SUPPLIER. 11. BUILDING DIMENSIONS ARE TO FACE OF STUD AT EXTERIOR WALLS (TYP.) AND TO CENTERLINE OF STUD AT INTERIOR WALLS (TYP). ■ mw AMSOUTH BANK 25.FL-C.D 4477 W.1 ST STREET SANFORD, FL t ■ COPYRIGHT © 2002 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: 2002.0093 DATE: 04/11/2003 CHECKED: I I. 74" X36 ATTIC FINISHED N PAINTED _ 25 LOCKABLE ACCESS .PANEL CEILINGS TYPICAL' PAINT TO MATCH GYP,, BD. SOFFIT- LOCKABLE VERIFY LOCATION W/ OVERHEAD ACCESS PANEL - BLOWER UNITS AND W/ BANK ACOUSTICAL PANEL CEILINGS PAINT TO MATCH EQUIPMENT VENDOR GUP. BD. SOFFIT ARMSTRONG 2" FRY 1680-V CONTINUOUS CORTEGA TEGULAR, COLOR LINEAR VENT-TYP. 2x2 W/ REVEAL SQUARE PAINT UNDERSIDE OF EDGE, NARROW FACE, STEEL ARCH BRICK COLOR EXT. GRADE GYP. BD 9/16 " DOUBLE WEB STEEL . VERIFY W/ ARCHITECT .ON FURRING SYSTEM SUSPENSION SYSTEM f TO BE PAINTED REFER TO SPECIFICATIONS EXT. GRADE GYP, BD CEILING WHITE NOTE: EDGE TILES TO BE FIELD ON FURRING SYSTEM CUT W/ REVEAL AS REQUIRED TO BE PAINTED 1 EIFS ON `1/2" GYPSUM TO SIT LEVEL IN GRID SYSTEM CEILING WHITE -SHEATHING 2" FRY 1680-V CONTINUOUS LINEAR VENT-TYP. REFLECTED CEILING PLAN 1/8 1'-@" - 1163 SQ. FT. OF 1618 SQ. FT. OF 1720 SQ. FT. OF DRAFTSTOPPING AREA DRAFTSTOPPING AREA DRAFTSTOPPING AREA Al THRU WALL SECONDARY ROOF DRAIN WALL SCUPPER 20 LEGEND 2'-0" X 4'-0" ACRYLIC LENS 3-LAMP FLUORESCENT FIXTURE 2'-0 X 4'-0" RECESSED 3-LAMP DEEP CELL PARABOLIC FIXTURE O RECESSED COMPACT FLUORESCENT WALL WASHERS CM RECESSED METAL HALIDE DOWNLIGHT ® EXIT LIGHT FIXTURE ® 2'-0"x 2'-0" MECHANICAL DIFFUSER. ® V-0"x V0" MECHANICAL DIFFUSER. Q EXHAUST FAN INDICATED CEILING HEIGHT ABOVE FINISHED FLOOR NL INDICATES FIXTURE TO BE WIRED FOR 24 HOUR NIGHT LIGHT. NOTE: REFLECTED CEILING PLAN IS SHOWN FOR GENERAL LAYOUT PURPOSES ONLY, REFER TO MECHANICAL AND ELECTRICAL PLANS FOR ALL FIXTURES, DIFFUSERS AND REQUIREMENTS NOTE: REFER TO SECURITY PLAN FOR REQUIRED LIGHTING LEVELS. DOWNSPOUT WITH 2" ABOVE INSULATION BOARD DOWNSPOUT WITH BOOT TO CURB RE: SHEET A14/6: BOOT TO CURB GYPSUM BOARD PARTITION IN ATTIC SPACE FOR. REQUIRED DRAFTSTOPPING Ito IN ACCORDANCE W/ SBS 2305.2.3. VENTILATION MAINTAINED o II �ti0 SHALL BE NOTE: ROOF PENETRATIONS `� 'Ptp 5 ' �1Q ACCORDANCEIN O COORDINATE WITHTRU S ORIENTATION SHADED AREA ONLY 6 II \ COORDINATE W/ PLUMBING A14 I 1 DRAWINGS - 3 TTIC VENTS A-2 E: MECH CONTINUOUS PRE -FINISHED GUTTER NAILABLE RIDGE VENT w aSECONDARY REF. TO ELEVATION FOR 000RROO M DRAI SLO DOWNSPOUTS LOCATIONS v' 7.5:1 SLOPE D• 7.5:12 SLOPE COMPOSITION SHINGLES TILE ON 30# GYPSUM BOARD PARTITION. IN ATTIC 1/8 PER 6 ROOF DRAIN ROOFING FELT ON PLYWOOD i SPACE FOR REQUIRED. DRAFTSTOPPING SLOPE RE: MECH DECKING ON PRE-ENGINEERED A-% / WOOD TRUSSES y IN ACCORDANCE W/ SBS 2305:2.3. 1/8 PER FT D.S. OF UPPER tp SEAL ALL.. PENETRATIONS AS REQUIRED tp w `•, II L9� II ROOF SECTION BOOT LOWER GUTTER CUTO RB ATTIC VENTS D.S. SLOPE. I I RE: �CH SINGLE PLY EPDM ROOFING MEMBRANE 7.5:12 w ON 1-1/2" RIGID ROOF INSULATION W/ TAPER RIDGE II a ao II En N JP Lu o IL II V �1Q o I� II SLOPE / I tie o � .SLOPE 7.5:12 7.5:12 3 A-6 Q.S. D.S ui a N A-7 o N U? 56 D.S: A-2 BOOT TO 3 CURB 3 A-5 A-2 A-6 NOTES: 1. REFER TO ELEVATIONS FOR LOCATIONS OF DOWNSPOUTS. : 2. ALL ROOF PENETRATIONS TO.: EXIT %ROOF AT SHADED AREA ONLY. ALL PENETRATIONS TO BE PROPERLY FLASHED 3. REFER TO DETAILS 3, 5&6/A-2 FOR 2 ROOF L. LAN 1 /$� = 1 �-0� DOWNSPOUT DETAILS A17 NOTE: ALL PRE -FINISHED ALUM. GUTTERS, DOWNSPOUTS AND STRAPS TO MEET SMACNA SPECIFICATIONS COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES A CONTINUOUS PRE -FIN. ALUM. FLASHING PRE -FINISHED ALUM. GUTTER 3 5/8 " DRYWALL BRACING STUDS AT 2'-0" O.C. TO UNDERSIDE OF ROOF TRUSSES ■ I Z to :2 1l'-6" A.F.F. CEILING HEIGHT SUSPENDED LAY -IN z ACOUSTICAL TILE ACEILING CONT. CAULK o ALONG WALL ANGLE m N 3 5/8 ° DRYWALL STUDS ® 24" O.C. 5/8 " GYPSUM BOARD 9'-6" A.F.F. CEILING HEIGHT SUSPENDED LAY -IN ACOUSTICAL TILE 'i CEILING d Ag 17 CONT. PRE-F BREAK METAL OVER 2X6 DOWNSPOUT (SEE FLOOR DOWNSPOUT' 3/4 " RECE BRICK HEADI COURSE NOTE: ALL JOINTS ON GUTTERS AND DOWNSPOUTS TO BE GROUND SMOOTH SO AS NOT TO BE VISIBLE. 38-DT17B 3 GUTTER/TRZIM E)ET,4IL 3" = 1$-0" z 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" A.F.F. AT SIMILAR CONDITION JB-Dr18 4 CEILING 15' AK 3" = 1'-0" NOTE: ALL PRE -FINISHED ALUM. GUTTERS, DOWNSPOUTS AND STRAPS TO MEET SMACNA SPECIFICATIONS A17 NOTE: I ALL DOWNSPOUT TO BE BOOTED THROUGH FACE OF CURBS AND.COVERED BY LANDSCAPING OR CONCRETE I ONE.,PIECE PRI TIE STRAP. Sl BEHIND DOWNS FASTENER THRL ALL VERTICAL.! CONCEALED AT DOWNSPOUT. N Ln 17 PRE -FINISHED DOWNSPOUT LINE OF MANUF.,,. WAINSCOT W/ BULLNOSE DETAIL. I NOTCH @ ALL DOWNSPOUT LOCATION FOR DOWNSPOUT SIT FLUSH W/ BUILDING. I NOTE: ALL JOINTS ON GUTTERS AND DOWNSPOUTS TO BE GROUND 1 SMOOTH SO AS NOT TO BE VISIBLE. J8-Drl9 OATTIC. SMOKE DRAFT PARTITION A 5 1)OU1NSi=OUT LDETA IL 3" = 1'-0" REENGINEERED 'OOD ROOF RUSSES Q4" O.C. B. AT B.O. TRUSSES (TYP.) PRE -FINISHED ALUM. TIE STRAP. STRAP TO WRAP BEHIND DOWNSPOUT. ALL FASTENERS TO BE CONCEALED. FACE OF BRICK OR EIP PRE -FINISHED ALUM. D, 17 NOTE: ALL JOINTS ON GUTTER DOWNSPOUTS TO BE GRI SMOOTH SO AS NOT TO VISIBLE. FACE OF STONE MTL. SQUARE TO ROUND - TRANSITION ABOVE GRADE GRADE OR SIDEWALK 3/4"=1'-0" 4" PVC PIPE TO CURB 17 NOTE: ALL PRE -FINISHED ALUM. GUTTERS, DOWNSPOUTS J8-Dr10 AND STRAPS TO MEET SMACNA SPECIFICATIONS ''GIs I 6 DOUli af0OUT hF.T,4I1_. 3" = 1'-0" CONSULTANT: REVISIONS: NO. DATE REMARKS 1 12-06-02 OWNER REV. 3 01-13-03 OWNER REN 5 01-28-03 OWNER REV. 9 04-11-03 OWNER REV. 16 05-19-03 OWNER REV. 17 05-28-03 OWNER REV. 20 06-12-03 OWNER REV, 21 07-17-03 OWNER REV. 22 08-11-03 OWNER REV. 25 09-25-03 OWNER REV. AmSoml AMSOUTH BANK 25.FL-C.D I 4477 W. 1 ST STREET SANFORD, FL COPYRIGHT © 2002 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: 2002.0093 DATE: A2jI i CHECKED: a 1" TINTED INSULATING GLASS ALUMINUM STOREFRONT SEALANT BOTH SIDES EXPANSION SEAL SCORED CONCRETE SLAB RE: CIVIL DRAWINGS �I w NOTE: A REFER TO ELEVATIONS AND STRUCTURAL DRAWINGS FOR ROOF SLOPE 1'-5 1/2" 12 COMPOSITION SHINGLES ON 30# 7.5 ROOFING FELT .ON5/8 " PLYWOOD ROOF DECK PRE --ENGINEERED WOOD ROOF TRUSS - REFER TO STRUCTURAL 2x4 WOOD BLOCKING \ r � r 13'-6" TRUSS BEARIN� FT7� STEEL BEAM REFER TO STRUCTURAL I I ••.• I: DOWNSPOUT BEYONDlzz:zz:ZL 6" STEEL STUDS t7 BUILDING WRAP I I ; • • I I • I I• ON. EXTERIOR FACE OF SHEATHIN CD• • • • co STEEL COLUMN REFER TO STRUCTURAL I O I) IIAg .• II II 5/8" PLYWOOD SHEATHING I II 1" EIFS ON 5/8" 1 I II LLi PLYWOOD SHEATING I II II d I II 25 I I •• II II 6" STEEL STUDS I '•; I I •• I i ( L 5/8 " EXT. GRADE GYP. BOARD II I (PAINT) SUSPENDED BY #9 WIRE 3/8" CONT. DRIP I I WRAPPED AROUND TRUSSES TO 16ga. C.R.C. ® 4' ON CENTERS WITH 3/4 " RECESSED I I i 20go HAT CHANNEL ®16" ON CENTER. BRICK HEADER i COURSE I I II II 2" FRY 1680-V CONT. LINEAR VENT II II 1" EIFS ON 5/8" 25 PLYWOOD SHEATING BRICK COLUMN BEYOND I II II I I I II II 1,-4„ L 8" 3 SECTION AT DRIVE THRU CANOPY M-onjs LL. LL_ Q F 38-DT37-A N w 1 1/2' = l'-0" -tARDWOOD TRIM W/ 'LASTIC LAMINATE NO. 3 )N ALL EXPOSED SIDES MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 1DJUSTABLE SHELF WITH 'LASTIC LAMINATE NO. 3 1/4 " BACKING PANEL WITH PLASTIC LAMINATE NO. 3 NOTE: REFER TO ROOM FINISH PLANS FOR FINISHES AND COLORS. HARDWOOD TRIM W/ LAMINATE NO. 3 ON ALL EXPOSED SIDES 'NALL FACE MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 y d 1 1 /211 = 11-01' r , s INTERPLAN.-i ARCHITECTURE coNTlNuous ENGINEERING FORM FLASHING LAP SEALANT INTERIOR DESIGN PROJECT MANAGEMENT SINGLE PLY EPDM ROOFING PAINT GRIP MEMBRANE GALV• FLASHING AA 004320 (PAINT TO MATCH >- CA 8660 ' ROOF COLOR) 12 1 1/2 " RIGID ROOF INSULATION 7.5 W/ TAPPER COUNTER FLASHING PRESSURE TREATED PLYWD 933 LEE ROAD, FIRST FLOOR REFER TO STRUCTURAL ORLANDO, FLORIDA 328.10 COMPOSITION PH 407.645.5008 ASPHALT SINGLES FX 407.629.9124 OVER DECKING SEAL: r*� C-3' - r NOTE: - SLOPE TAPERED RIGID INSULATION TOWARDS DRAIN TREATED WOOD BLOCKING PRE-ENGINEERED ROOF TRUSSES77 ■ CONSULTANT: .ae—or15 5 DETAIL AT ROOF 1 1/211 SINGLE PLY EPDM ROOFING MEMBRANE LAP SEALANT — WATERGUARD COLLAR AT ROOF OVERFLOW DRAIN REVISIONS: ONLY NO. DATE REMARKS 1 12-06-02 OWNER REV. WATER BLOCK SEAL 2 01-02-03 OWNER REV. 9 04-11-03 OWNER REV. TREATED WOOD BLOCKING 16 05-19-03 OWNER REV. 17 05-28-03 OWNER REV. 25 09-25-03 OWNER REV. _ - NOTE: _ SLOPE TAPERED RIGID INSULATION TOWARDS DRAIN 1 1/2 " RIGID ROOF INSULATION W/ TAPPER PRESSURE TREATD DECKING REFER TO STRUCTURAL jkmsam DECK CLAMP DRAIN LINE - REFER TO PLUMBING jo-one Ob DETAIL AT ROOF DRAIN PLASTIC LAMINATE NO. ADJ. SHELVING . MICROWAVE OVEN — VERIFY SIZE PRIOR TO FABRICATION MONITOR PAPER TOWEL DISPENSER TA6 INSTALL 4'-0" 20 CL. OF SLOT MICROWAVE OVEN OUTLET MONITOR OUTLET AND DATA PORT PLASTIC LAMINATE NO. 1 COUNTER AND BACKSPLASH STAINLESS STEEL SINK - REFRIGERATOR OUTLET - HARDWARE TO BE 4" WIRE PULL - TYPICAL. RE: SPECIFICATIONS PLASTIC LAMINATE NO. 1 BASE CABINETS. sa-ccol 7 ELEVATION @ WORKROOM I I I r 1 1 /211 = 1'-011 m 1 CV NOTE: REFER TO ELECTRICAL FOR COORDINATION OF SERVICE REQUIREMENTS AND LOCATIONS OF BREAK ROOM APPLIANCES 1 /211 = 11-011 AMSOUTH BANK 25.F1-C,D 4477 W. 1 ST STREET SANFORD, FL COPYRIGHT © 2002 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: 2002.0093 DATE: 04/11 /2003 9 CHECKED: • L,MIP1cm aII It 2/Oi tS.Afi.f] f•\a_f\u,c,v fiu\•vain nnni\nrania-�n.ur .. a/nL✓.n_ ..r.-..an. - - TYPICAL., 933 LEE ROAD, FIRST FLOOR HOLLOW METAL ORLANDO, FLORIDA 32810 DOOR FRAME- / 6 PH 407.645.5008 TYPICAL. p-$, A-8 FX'407.629.9124 / A-8 / im SEAL: 1/4 CLEAR TEMPERED 0 6 GLASS - TYP. STAINED FLUSH �. WOOD DOOR- TYP. 4" RESILIENT BASE- \ FULL LITE RE: FINISH SCHEDULE \ A-8 U100D DOOR- TYP. \ iv \ CONSULTANT: " 4'-ol� ANGLED 25 SEE PLAN l LEVATION @; CONFERENCE 1/21.1 _ 11_011 r_ecal 10 ELEVATION @, CONFERENCE 1/211 g SUSPENDED. LAY -IN 2. 4, °- ACOUSTICAL TILE CEILING- -4" z REFER TO SPECIFICATIONS NOTE: REFER TO FINISH PLANS FOR 5/8 "GYPSUM BOARD ON MATERIAL, FINISHES, & COLORS. REVISIONS: 3. 5/8 .. METAL STUDS- NO. DATE REMARKS c REFER TO PARTITION METAL DRYWALL FRAMING 5 0t- - 28 03 QWNER REV. wSEALANT BOTH SIDES 1 12-06-02 OWNER REV. uj SCHEDULE FOR PARTITION BOTH 5/8" DES P' BD. TYPE 2X W000 BLOCKING 16 05-19-03 OWNER REV. 1/4 FRAMELESS MIRROR N AS REQ'D 25 09-25.-03 OWNER REV. 2X WOOD BLOCKING DOOR, REFER TO SCHEDULE AS REQ'D 5GYPSUM BOARD ON 4"x4" WALL TILE 3 5/8 " DRYWALL STUDS- REFER RE: FINISH SCHEDULE SUSPENDED LAY TO PARTITION SCHEDULE FOR -IN H.M. FRAME PAINTED PARTITION TYPE ACOUSTICAL TILE CEILING - GRAB BARS REFER TO SPECIFICATIONS I 2X WOOD BLOCKING " o 1/4 CLEAR a AS REQ'D v, ■ s TEMPERED GLASS w DOOR,.REFER TO SCHEDULE _ w J � - O m ' PREFINISHED ALUMINUM ;r, i `v ; STOREFRONT SYSTEM " N U- som z SEALANT BOTH SIDES NOTE: NOTE PREFINISHED ^ w ALUMINUM STOREFRONT REFER TO FINISH PLANS 5 3/4' REFER TO FINISH PLANS FOR I `�' SYSTEM o FOR MATERIALS, FINISHES, --_ AND COLORS MATERIAL, FINISHES, & COLORS. PREFINISHED ALUMINUM m STOREFRONT SYSTEM .Ja -or„ I DOOR, REFER TO SCHEDULE i'-6" 1'_6^ 4" TILE BASE 1/4— CLEAR -ol 10 RE FINISH TEMPERED GLASS ae-or+e 5'-9" SCHEDULE NOTE: REFER TO FINISH PLANS A-t111 FOR MATERIAL, FINISHES, f M-•orsl Ja-onaAND COLORS 8 ELEVATION @ MEN'S RESTROOM _ 6 STOREFRONT JAMB DETAIL 3 _ l o WOMEN'S OPPOSITE 13 STOREFRONT DOOR JAMB 3" 1'-0° (I plp* 2 STOREFRONT HEAD DETAIL 3° _ �'-o° 4 H, M, DOOR JAMB 3 — � -o HEAD CONDITION SIMILAR NOTE: REFER. TO FINISH PLANS FOR METAL VAULT THRESHOLD MATERIAL,FINISHES, & COLORS. CARPET F— CARPET AMSOUTH SEALANT BOTH SIDES 2X WOOD BLOCKING AS REQ'D 5/8 " GYPSUM BOARD ON 3 5/8 " DRYWALL STUDS - REFER TO PARTITION SCHEDULE FOR PARTITION TYPE PREFINISHED ALUMINUM STOREFRONT SYSTEM 1/4 " CLEAR TEMPERED GLASS Ja-0I50 1/4 " CLEAR TEMPERED GLASS PREFINISHED ALUMINUM STOREFRONT SYSTEM NOTE: REFER TO FINISH PLANS FOR MATERIAL, FINISHES, AND COLORS ` 7/ \ 4 \ A-8 4 \ A-8 \ 1/4 " CLEAR TEEMPERED GLASS PREFINISHED ALUMINUM STOREFRONT SYSTEM NOTE: REFER TO FINISH.PLANS FOR MATERIAL, FINISHES, AND COLORS 7 STOREFRONT CORNER DETAIL 3 2'-6" 2 -6 N.T.S. N.T.S. FLOAT EDGE FOR CARPET ]!� TO FLUSH WITH. VAULT THRESHOLD A 12 VAULT THRESHOLD DETAIL 31, =1'-0° THINSET TILE — BRUSHED CHROME METAL EDGE, SET UNDER TILE CARPET '--, '-THINSET ADHESIVE FLOAT EDGE FOR CARPET 2'-6" OR VCT TO FLUSH WITH TILE N.Q.S. Js-orSs , 9 CARPET/TILE DETAIL 311 = 1'-0' i CV 38-EL 05A l l ELEVATION AT WRKRM 105 ASTIC LAMINATE NO. 3 'EN SHELVES w ASTIC LAMINATE NO. 3 )UNTERTOP AND ,CKSPLASH ASTIC LAMINATE NO.3 SE CABINETS AND AWERS 1 /Z = 1'-0" A BANK 25.FL-C.D 4477 W. 1 ST STREET SANFORD, FL ■ e COPYRIGHT © 2002 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: 2002.0093 DATE: 04/11/2003 CHECKED: s , t ,t TELEPHONE INSIDE . VAULT" AT REAR 1 10V OUTLET FOR MONITOR THAT SITS ON TOP OF REFRIG. PAR MOTION ALARM . .. 110V PIGTAIL FOR DYE 'ABOVE PROVIDE SHELF FOR CEILI GCK . SECURITY EQUIPMENT, COORDINATE WITH OWNER METAL CLAD SOILD CORE OR EHINGETEX LARM AND W/ WELDED ..METAL CLAD SOLID A PINS, MOSLER TYPE CORE DOOR W/ DOOR VIEWER, MEDECO j DETEX ALARM AND BI-AXIAL i LOCK, LATCH GUARD, W/ ,WELDED HINGE AND . DOOR CONTACTS PINS, MEDECO BI-AXIAL LOCK, AND LATCH GUARD I 21 - - - PIR MOTION ALARM CAM - O NOTE: NOTE: CAMERA LOCATION FOR a CAM 5 CAMERA LOCATIONS FOR NIGHT DEPOSIT -VERIFY Q DRIVE THRU ATM. THIS LANE. WITH OWNER LAMP BLOCK VERIFY WITH OWNER - a ALARM ACTIVATING Eli CAJ t .DEVICE @ CASH VAULT MANAGER AND N/p a ALARM ACTIVATING ° ° -- ° �� DEVICE AT EACH LOBBY DESK - TYP. EQUAL EQUAL, M I BB � CAM ° z A c� ZW v LL_ o 0- C M C M OF DRIVE THRU o CA caw Q mo -- B LANE V o Z °� CAM o o ® M L. a m 0 AM B ALA DEVICE AT EACH CA v LLER - TYP. PIR MOTION ALARM 3 j I 0 El • LAMP I BLOCK -� U MEDECO BI-AXIAL LOCK a o --=- _ _---- 0 0 ------ ------ o I B W/ DOOR CONTACTS M 110V PIGTAIL FOR - DYE PACK ABOVE 25 CEILING FE ALARM ACTIVATING: DEVICE @ A.T.M. ALARM ACTIVATING DEVICE A ■ PIR MOTION ALARM LIGHTING REQUIREMENTS: * 10 FOOT CANDLES OF LIGHT AT ATM AND NIGHT DROP MIN. * 2-3 FOOT CANDLES. OF LIGHT IN PARKING AREAS MIN. LEGEND: ® = ALARM DETONATION DEVICE ® = DATA OUTLET = DUPLEX OUTLET = QUADRAPLEX OUTLET, IF APPLICABLE [L]J = WALL JUNCTION BOX P DENOTES -POWER, A DENOTES -TELE/DATA/SEC Q = FLOOR JUNCTION BOX GENERAL NOTES 1. THIS PLAN IS FOR LOCATION OF SOME OUTLETS ONLY. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO AND QUANTITY AND POWER REQUIREMENTS. 2. FURNITURE SHOWN IN PLAN N.I.C. 3. REFER TO ELECTRICAL DRAWINGS SHEET E-4 FOR CONFIGURATION & LOCATION OF GANGED ELECTRICAL OUTLETS. O FART I AL ELECTRICAL PLAN AMSOUTH BANK 25.FL-C.D 4477 W. 1 ST STREET WORD, FL ■ r COPYRIGHT © 2002 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: 2002,0093 DATE: 04/11 /2003 1/S11 = 11_011 m CHECKED: MODIFIED:07/22/03 10:31:23 J:\A-J\AMSOUIH\2002.0093\02093Al2,DW0 1/8'=1'-0' LESW eA. c—p - ■ LEGEND FLOOR FINISH CARPET VINYL COMPOSITION TILE CERAMIC TILE 12"X12" , CERAMIC TILE 12"X12" CT#1 (FIELD) CT#2 (ACCENT) CERAMIC TILE 2"X2" CONCRETE: PAINTED EPDXY- COLOR TO BE "BATTLESHIP GRAY" CPT CARPET MOHAWK INVERNESS UPS #916 - GLIDER VCT#1 VINYL COMPOSITION TILE MANNINGTON COMMERCIAL ESSENTIALS #129 PUTTY . VCT#2 VINYL COMPOSITION TILE MANNINGTON COMMERCIAL ESSENTIALS #101 NIGHT BLACK CT#1 CERAMIC TILE (FIELD) CT#3 CERAMIC TILE AMERICAN OLEAN AMERICAN OLEAN W73 PEPPER GRANITE A52 BUFF GRANITE 12"X12" UNPOLISHED 2"X2" CT#2 CERAMIC. TILE (ACCENT) AMERICAN OLEAN W75 LAVA GRAY NOTE: 12"X1.2" UNPOLISHED ALL FLOOR GROUT TO BE MAPEI: #19 PEARL GRAY CONC. PAINT WITH EPDXY "BATTLESHIP GRAY" GENERAL NOTES; 1. ALL DOORS TO BE STAINED TO MATCH ARCHITECT'S SAMPLE UNLESS NOTED OTHERWISE. 2. ALL DOOR FRAMES AND WINDOW SILLS TO BE PAINTED P#2 UNLESS NOTED OTHERWISE. 3. ALL GYPSUM BOARD CEILINGS TO BE PAINTED CEILING WHITE. 4. FOR SURFACES WITH MORE THAN ONE FINISH REFER TO BUILDING INTERIOR ELEVATIONS. 5. JANITOR AND MECHANICAL ROOM, DRYWALL TO BE COMPLETELY FINISHED, PAINTED (FLOOR TO DECK) , AND WITH BASE.. LEGEND WALL PAINT COLOR AND/OR FINISH 0 MILLWORK/MISCELLANEOUS- ITEM FINISH aDOOR PAINT COLOR AND FINISH BASE NO LINE RESILIENT BASE JOHNSONITE #29 MOON ROCK CERAMIC BASE — AMERICAN OLEAN 05 POLAR WHITE PLASTIC LAMINATE BASE REFER TO INTERIOR ELEVATIONS FOR LAMINATE SELECTION O2 WALL FINISH PLAN ■ 1 /811 = 1 1-0II P# 1 PAI NT SHERWIN WILLIAMS SW1015 SKYLINE STEEL FINISH: EGGSHELL P#2 PAINT (H.M. DOOR FRAMES) SHERWIN WILLIAMS SW1015 SKYLINE STEEL FINISH: SEMI -GLOSS ENAMEL CT#4 CERAMIC TILE WAINSCOT AMERICAN OLEAN 05 POLAR WHITE (4"X4") GL GLASS STOREFRONT DOOR VLT VAULT DOOR BY OWNER PL#1 PLASTIC LAMINATE NEVAMAR CORDIAL GRAY S-6-24T TEXTURED PL#2 PLASTIC LAMINATE PIONITE AV674 SUEDE OLIVE ORGANIX PL#3 PLASTIC LAMINATE NEVAMAR S-2-84T FOUNDRY TEXTURED PL#4 PLASTIC LAMINATE (REVEAL FACE) FORMICA 837-58 GRAPHITE MATTE FINISH NOTE: ALL BASE & WAINSCOT GROUT TO BE MAPEI: #00 WHITE AMSOUTH BANK 25.FL-C.D 4477 W. 1 ST STREET SMFORD, FL a � I COPYRIGHT © 2002 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. I i i PROJECT NO: 2002.0093 DATE: 04/11 /2003 j am CHECKED: ■ a MODIFIED:05/30/03 09:59:19 J:\A-J\AMSOUIH\2N2.0093\02093A13.DwC 1/8'=1'-0' CHRMM wP NL LL-_ v n� l FOR ATM AMSOUTH SIGNAGE - — — — I _OC o _ oc wlREo DT y i7. 3 fT� 0 NOTES: O 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. MOUNT FIXTURE AT 10'-0" AFF INSTALL 2 UNDERCABINET LIGHTS CENTERED OVER LEG OPENNING 4. IN BASE CABINETS. CONNECT TO ROOM LIGHTING CIRCUIT. 5. CONNECT TO EF-1. SEE SHEET E4 6. CONNECT TO EF-2. SEE SHEET E4 A ItCY1JIVIVJ. - - NO. DATE REMARKS 1 12/06/02 OWNER REVISIONS 5 1/28/03 OWNER REVISIONS 22 8/11/03 OWNER REVISIONS AMSOUTH i BANK 25.FL-C.D 4477 W. 1 ST STREET SANFORD, FL COPYRIGHT ©.2002 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: 2002.0093 DATE: 04/11 /2003 ■ ■ ■ ■ .. ■ ■ I � h VICINITY MAP MA►��aNE�'�TerrPI 01 F.'700m C>aj 2100fi t ; �r$t� O�UbUh t a J_Iowa Ave 3 �� p %o 40 q. �r ��^ OLc � =,• c� 3J rn 45 o n Northstar Ct! Wilson -Place-- oodru - springs I� a n o on p { serninole i TOne.Center OQastline�: f . T a. co Wilson Rd ?Central Park PI yr Lake seen -1 -- - New Upsala - 'D 1�2000 tvla uest.cofnInc.' 02003 Navigation Technob gs LOCATION MAP. r, t APtl�EST �� 100In 0 �300ft �h/ai:S tiSt�� 4 6 S 0' �r SITE JC) ..e,G ate W.ay S.t f' 2 � � 4 ate ' v LEGAL DESCRIPTION DESCRIPTION: (WRITTEN BY SURVEYOR) A part of on unnumbered lot in M. M. SMITH'S Third Subdivision as recorded in Plot Book 1, Page 86, Public Records of Seminole Counry, Florida, more particullarly described as follows: Commence at the Northwest corner of Section 28, Township 19 South, Range 30 East, Seminole County, Florida; run thence S00' 12' 19"E, along the west line of the Northwest 1 /4 of said Section 28, a distance of 1535.64 feet to an intersection with the south right-of-way line of State Road 46; thence N89'47'41 "E, along said south right-of-way a distance of 15.00 feet for o point of beginning; thence continue N89'47'41 "E,. along said south right-of-way a distance of 221.00 feet; thence departing said South right-of-way line, run SOO'12'19"E a distance of 224.77 feet; thence S89'54'03"W 221.00 feet; thence N00'12'19"W a distance of 224.36 feet to the POINT OF BEGINNING. Contains 49,629 square feet or 1.139 acres more or less. OWNER & CO OWNER AMSOUTH BANK 250 RIVERCHASE PARKWAY EAST BIRMINGHAM, AL 35266 TEL. (205) 560-2484 FAX. (205) 560-2529 N S U LTAN TS MECHANICAL ENGINEER INTERPLAN LLC 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 ■ ATTN. GREG HARRIS PLUMBING ENGINEER ARCHITECT [NTERPLAN LLC INTERPLAN LLC 933 LEE RD., 1ST FLOOR 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 ORLANDO, FL 32810 CONTACT: DAN NUTTER STRUCTURAL ENGINEER CIVIL ENGINEER INTERPLAN LLC INTERPLAN LLC 933 LEE RD., 1ST FLOOR 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 ORLANDO, FL 32810 ELECTRICAL ENGINEER INTERPLAN LLC 933 LEE RD.; 1ST FLOOR ORLANDO, FL 32810 SANFORD, FL BA 0M a KO- F, F TH NK 25,FL�C,D 4477 SANFORD, FLOR.IDA REVISION ISSUE LOG An SITE ADDRSS 4477 W. 1 ST STREET SANFORD, FL. TAX I.D. NUMBER 28-19-30-300-00 10-0000 ,t Y [' 14' i^ } IINTERPLAN R ARCHITECTURE ENGINEERING INTERIOR. DESIGN PROJECT MANAGEMENT AA 00432Q CA 8660, 933 LEE ROAD, FIRST FLOOR ORLANDO, TLORIDA 32810 PH 407.645.5008 FX 407,629.9124., SEAL: CONSULTANT: REVISIONS: NO. DATE REMARKS 3 01-23-03 CITY COMMENTS 4 01-23-03 COUNTY COMMENTS Fire Dept. 6 03-24-03 CITY COMMENTS ~T Final Insp. 8 04-01-03 Q.C. REVIEW 14 05-07-03 COUNTY COMMENTS Datal,_, . a� i iINDEXi REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 1 12-06-02 OWNER REVISIONS A-1 THR. A-15, S-1 THR. S-7 L.I.N. 2 01-02-03 OWNER REV. Al. A7, A14 LIN 3 01-23-03 CITY COMMENTS CS, CO, Cl. C1.1, C2, C4, L1 ADDED SHEET L2 DBK 4 01-23-03 COUNTY COMMENTS CS, CO, Cl. C1.1, C2, C3, C4, L1 DBK 5 01-28-03 OWNER REV. Al-A15, Sl -S7, EO, El, E3-E5, MI LIN 6 03-24-03 CITY OF SANFORD COMMENTS C1-C7, Ll, L2-E2 CDB 7 03-25-03 STRUCTURAL CLARIFICATION S1 - S7 LIN 8 04-01-03 Q.C. REVIEW Cl, C3 RC 9 04-11-03 OWNER REV. Al, A3, A4, A7, Al0, All, Sl - S7 TELLER WINDOW, VAULD FOUNDATION LIN 10 4-21-03 OWNER REVISONS Ml, EO, E3, E4, E6 SET 11 04-25-03 OWNER REV. S1,S2,S6 LIN 12 04-10-03 SEMINOLE COUNTY COMMENTS Cl, C4 BZ 13 04-10-03 FDOT COMMENTS Cl, C3 BZ 14 05-07-03 SEMINOLE COUNTY COMMENTS CS, Cl, C2, C3, C4, C8, L1, L2, E2 ADDED C8 SHEET RSK 15 05-06-03 OWNER REVISIONS E1 ELECTRICAL GROUNDING SET 16 05-19-03 OWNER REVISIONS Al, A2, A3, A5, A7, A8, A11, S5, S7 CM 17 05-28-03 OWNER REVISIONS Al THRU A7, A14, A15, S2 THRU S6 CM 18 06-02-03 SEMINOLE COUNTY COMMENTS Cl & C3 BZ 19 06-09-03 OWNER REVISIONS EO, El, E3, E4, MO, M1 BEM 20 06-12-03 OWNER REV. A2, A4, A9, All, Al 4, El, E4, E5, MO ROOF SCUPPER DET. CABINET REV. LIN 21 07-17-03 OWNER REV. Al, A2, Al2, A14, S1-S6 LIN 22 08-11-03 OWNER REVISIONS AO-A6, All, S3, S5, EO,E1,E3,E4, MO,Ml,M2-IN/SE1 rN'OTT�E:,0 "CO TRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTY RIGHT-OF-WAY PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 PERMIT AND HOLD A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING WORK. SEMINOLE COUNTY CONTACT JACKIE LARACUENTE, DEVELOPMENT REVIEW DIVISION, (407) 665-7409 APPROVED FOR CONSTRUCTION FOR INFORMATION ON SETTING YOUR PRE -CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER REQUIREMENTS." THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH - RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A . �Q WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF wli� RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. ■ SHT. NO. DESCRIPTION CS COVER SHEET SHT. NO. DESCRIPTION CIVIL DRAWINGS co CIVIL DATA SHEET S6 TYPICAL SECTIONS Cl SITE DIMENSION PLAN S7 TRUSS PROFILES CIA DEMOLITION PLAN - - C2 UTILITY PLAN - - C3 GRADING AND DRAINAGE PLAN MECHANICAL DRAWINGS. C4 SITE DETAILS MO MECHANICAL DATA SHEET C5 C[TY OF SANFORD DETAILS M1 HVAC FLOOR PLAN / SCHEDULE / LEGEND C6 CITY OF SANFORD DETAILS M2 HVAC DETAILS AND CONTROLS C7 CITY OF SANFORD DETAILS - - C8 SEMINOLE COUNTY TRAIL DETAILS 14 PLUMBING DRAWINGS Ll LANDSCAPE PLAN PO PLUMBING DATA SHEET & DETAILS L2 IRRIGATION PLAN P1 FLOOR PLAN UNDERGROUND E2 SITE LIGHTING P2 FLOOR PLAN ABOVE GROUND SURVEY - - ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS AO ARCHITECTURAL DATA SHEET EO ELECTRICAL DATA SHEET Al FLOOR PLAN E1 ELECTRICAL LEGEND, NOTES, AND SCHEDULE A2 REFLECTED CEILING, ROOF PLAN AND DETAILS E2 ELECTRICAL SITE PLAN A3 EXTERIOR ELEVATIONS AND DETAILS E3 FLOOR PLAN - LIGHTING A4 BUILDING SECTION AND DETAILS E4 FLOOR PLAN - POWER A5 WALL SECTION AND DETAILS E5 FLOOR PLAN - AUXILIARY A6 DETAILS SHEET 1 A7 DETAILS SHEET 2 - - A8 INTERIOR ELEVATIONS AND DETAILS SHEET 1 - - A9 INTERIOR ELEVATIONS AND DETAILS SHEET 2 SECURITY EQUIPMENT (FOR INFORMATION ONLY): AIO INTERIOR ELEVATIONS AND SECTIONS SHEET 1 1 OF 8 ELECTRONIC SECURITY ALARM LAYOUT . All INTERIOR ELEVATIONS AND SECTIONS SHEET 2 2 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS Al2 ELECTRICAL AND SECURITY PLANS 3 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS . A13 FINISH PLANS 4 OF 8 CLASS- 1 MODULAR VAULT DETAILS A14 DOOR SCHEDULE AND DETAILS 5 OF 8 VAT n 21n DRIVE -UP SYSTEM DETAILS A15 VAULT PLAN AND 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 DETAILS S2 FOUNDATION AND FLOOR PLAN S3 FUNDATION SECTION AND DETAILS S4 ROOF FRAMING PLAN S5 TYPICAL SECTIONS -, - - . . . - . . - ., . r .. . ---- -- ., . . . i I . . . - ,. , , .. . ,_ ! . . . ■ ■ . .. . ■ ■ U .. . . . ■ N . �1 °1 J - INTERPL . . 1. -,,'_',',Z---., I_— 11 - DEM OLITION NOTES IRRIGATION NOTES LANDSCAPE NOTES UTILITY NOTES GENERAL NOTES SLTE D . 49;110 SF 113 AC � , .. i . SITE LOCATION: 4477 W. 1ST STREET SANFORD FL 3 SITE AREA ARCHITECTURE ..., , ,, Y T M WHICH No. 1 OR BETTER AS A. GENERAL N CTOR SHALL INSTALL A COMPLETE IRRIGATION S S E T R W[LL 1. CO TRA 1, ALL PLANT MATERIAL SHALL BE FLOR[DA GRADE T N THE CDNTRAC 0 " AV M NT S DEWALKS 32,794 SF 66.8 COMMENCEMENT OF DEMOLIIO P E E / I ENGINEERING i s.:: .,1 PRIOR TO - 4 DATED 73 . AREAS• HEAD P NTS AND X F.1.R.M. PANEL 1221C00 OE,. .. THI - PROVIDES 100% COVERAGE OF ALL PLANTED AND GRASSED OUTLINED IN THE FLORIDA GRADES AND STANDARDS FOR NURSERY LA . TH ALL THE UTILITY COMPANIES SERVING S H ACTIVITIES WI 1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS 2. THIS SITE LIES IN FLOOD LO IMPERVIOUS COORDINATE IS F THE GIVEN SPRINKLER HEADS. " _ _ BUILDING 3,020 SF 6.1 % INTERIOR DESIGN .: TH UT[LlT'( COMPANIES ON SPACING IS TO BE EQUAL TO THE RADIUS 0 E AREA. CONTRACTOR TO COORDINATE FULLY WI GRADES AND STANDARDS FOR NURSERY PLANTS PART II PALMS AND TREES. AND SPECIFICATIONS OF THE CITY OF SANFOR,D, AND WILL BE SUBJECT TO 4 17 1995. PRIOR TO EXCAVATION. PROVIDE 'ALL PIPING, VALVES, VALVE BOXES, SPRINKLER HEADS AND WIRING AS OPEN SPACE (GREEN) 13,296 SF 27.1 % PROJECT>NAGEMENT ' EXACT LOCATION 'OF UNDERGROUND. UTILITIES. P A IRRIGATION SYSTEM. THEIR INSPECTION AND ACCEPTANCE. . REQUIRED FOR A COMPLETE AND OPERATIONAL SHALL VERIFY THE AVAILABILITY OF ALL 3. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY ACCUR[GHT SURVEYS OF k. ., . 2. CONTRACTOR, IN PREPARING BIDS, V AND DISPOSE OF ALL PLANT MATERIAL SHOWN ON THESE PLANS, IF CERTAIN PLANT MATERIAL IS. NOT T HAL INSPECT PIPING AND .MATERIALS BEFORE INSTALLATION ORLANDO, [NC. 2012 E..ROBINSON ST., ORLANDO, FL 32803. ZONING PD 2. THE CONTRACTOR IS.TO COMPLETELY REMO E 2. CONTRAC ORS L , INDICATED INCLUDING FOUNDATIONS, 2. SPRINKLER LIN ES AND HEAD LOCATIONS SHOWN ARE ESSENTIALLY HALL CONTACT THE LANDSCAPE AA 004320 , T RES AND BUILDINGS THAT IS SO AVAILABLE AT THAT TIME, THE CONTRACTORS TO DETECT AP PARENT' DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT ry STRUCTURES DIAGRAMMATIC. G. - R 407 4: BENCHMARK -REFER TO TOPOGRAPHIC SURVEY BY ACCURIGHT SURVEYS, BUILDING HEIGHT MAX: ALLOWED PROPOSED CA 8660 f,,.' TIM ER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; DIAL I ARCHITECT, RICK ABT OF INTERPLAN LLC AT (800) 373 5552 0 ( ) AND PROMPTLY REMOVE FROM SITE. . . B T• OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN 645-5008, TO DISCUSS EQUIVALENT SUBSTITUTIONS. DATED 6-17-2002. . XS TINE PAVEMENT; 0 I E 11 I 3. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A 50 FT 25 FT (1 STORY RAWINGS. 3. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO 22 FT (CANOPY THE D . . LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY• ALL LINES SHALL BE NTH EVENT OF DISCREPANCY BETWEEN THE PLANT LIST AND ACTUAL 5. LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR, AND 1S 3: I E . AREAS. OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT AND APPROVAL PURPOSES, AND AS A COURTESY FOR . . INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPED EA N HALL CONTROL. THE . INCLUDED FOR PERMITTING PT [N AREAS WHERE EXISTING.TREES SHALL BE PRESERVED, A MINIMUM NUMBER OF PLANTS SHOWN ON THE PLAN, THE PLA S 3:: EXCE INDICATED WITH UNBROKEN CONTINUITY OF INVERTS: PLACE BELL ENDS OR REQUIRED PROVIDED 933 LEE ROAD, FIRST FLOOR DEPTH OF REMOVAL SHALL BE (2) FOOT BELOW SUBGRADE IN ROADWAY AREAS LANDSCAPE CON TRACT SHALL NOTIFY [NTERPLAN LLC OF ANY DISCREPANCIES THE CONTRACTOR. [NTERPLAN LLC. ASSUMES NO LIABILITY FOR ITS ACCURACY BUILDING SETBACKS ORLANDO, FLORIDA • 810 . R WHERE EXISTING BUILDINGS ARE TO BE 4. ADJUST DESIGN OF SYSTEM WHERE NECESSARY TO AVOID CONFLICTS 1N THE PRIOR TO ISSUANCE OF BIDS. GROOVE ENDS OF PIPING FACING UPSTREAM. pR COMPLETENESS. 'it AND TO .ORIGINAL SOILS ELSEWHERE. TH LANDSCAPING OR UTILITY LINES• L UTILITIES ARE FIELD WI LA FRONT (NORTH) 25 FT 89 FT I 1a, 407. 4 08 DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND 4. CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS SIDE EAST) 0 FT 263,FT'. \ FXc� 24 E , T TOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OCCURRING PAT A H 6• THE LOCATIONS OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, SIDE WEST) 25 FT 68 FT �, NOTED ON PLANS). THE CONTRACTOR 1S 4• LANDSCAPE CONTRACTOR WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL S E C TO: BE REMOVED (UNLESS OTHERWISE) FOR OBTAINING ANY AND ALL PERMITS CONTRACTOR IS RESPONSIBLE T LIMITED TO BUILDINGS GAS LINES, ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE 5 ON SITE OR ADJACENT AREAS, INCLUDING BUT NO LIM WASTE MATERIAL. JOINT AS IT 1S COMPLETED. PLACE PLUGS 1N ENDS OF UNCOMPLETED CONDUIT SIDE SOUTH) 20 FT 81 FT RESPONSIBLE FOR PROPER DISPOSAL OF ALL S F R THE INSTALLATION OR CONSTRUCTION OF THE WORK INCLUDED IN J01 . REQUIRED 0 PAVING, UTILITIES, ETC., WHICH IS CAUSED BY PREPARING OR INSTALLING ANY INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR WHENEVER WORK STOPS: SEAL' TRU TURES ARE TO BE REMOVED WHICH ABUT OR ARE THIS CONTRACT. AND ALL PLANT MATERIAL THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY 'AND �NDSCAPE BUFFER t1 4,, WHERE PAVING ORS C . A PART .OF CONNECTED FACILITIES, (THAT ARE OFF -SITE), RESTORATION OF ANY A DOUBLE CHECK VALVE BACKFLOW PREVENTER AT "SERVICES/LATERALS. COMPLETENESS. IT IS THE. CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL FRONT (NORTH) 15 FT 15 FT 6. CONTRACTOR TO PROVIDE DO 5. ALL DISTURBED AREAS ON SITE SHALL BE FULLY SODDED ASIDE FROM 5. MAINTAIN 36 COVER OVER MAINS, AND 18 OVER IS TO BE RESTORED TO A UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SIDE EAST) 0 FT 0 FT DAMAGE THAT MIGHT RESULT FROM DEMOLITIONTHE POINT OF WATER SERVICE IN ADDITION TO AN IRRIGATION METER. DEFINED PLANTING BEDS. SOD SHALL BE FREE OF WEEDS AND NOXIOUS PESTS T N MANHOLES INLETS TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. SIDE WEST) 5 FT 17 FT ` CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY COORDINATE LOCATION WITH OTHER UTILITIES AND GENERAL CONTRACTOR. 6. WHEN PROPOSED CONSTRUCTION OCCURS AT EX[S I G BY THE .PLANS. THE COST FOR SUCH RESTORATION SHALL BE OR DISEASES. VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE SIDE UTH 0 FT 0 FT !:EXEMPTED7. SITE GEOTECHNICAL INVESTIGATION PERFORMED BY GILES ENGINEERING. `� CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE � STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS . INCIDENTAL TO OTHER 7. ADJUST SPRINKLER HEAD RADIUS AND PATTERN (WHERE APPLICABLE) TO PARKING REQUIRED 6• GRADE, DRESS, AND SOD DISTURBED AREAS AS SOON AS POSSIBLE TO INTERPLAN LLC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY - T 3 16 SPACES ALLOWED OBTAIN MAX• COVERAGE FOR TURF AND SHRUBS ELIMINATING ANY OVERTHROW OTHERWISE DIRECTED. ONTO SIDEWALKS PAVEMENT, OR BUILDING STRUCTURE. PREVENT EROSION. AND COMPLETENESS OF THEIR. WORK. THE .CONTRACTOR SHALL OBTAIN A COPY (3,020SF/200) 15.1 STORM DRAINAGE AND TREES OF THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS SITE AND COMPLY WITH PARKIN VIDED . 5. _ THE LOCATION OF ALL EXISTING UTILITIES, 7. INSTALL CONTINUOUS LOCATOR TAPE WIRE, LOCATED DIRECTLY OVER POTABLE N 7. ALL PLANTING BEDS AND TREE SAUCERS SHALL HAVE CYPRESS BARK MULCH / RECOMMENDATIONS CONTAINED THEREIN. IF ADDITIONAL SERVICES ARE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HAVE RISERS OF SUFFICIENT HEIGHT TO CLEAR ALL 8. HEADS SHALL REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE OWNER. REGULAR S7 AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR TO A DEPTH OF 2 MIN. EXCEPT IN AREAS ON SLOPES GREATER THAN 3% WHICH WATER MAINS AT 6 TO 8 ABOVE PIPE. KENNETH McCOIG P.E. ENGINEER ASSUMES NO RESPONSIBILITY.FOR ACCURACY. PRIOR TO THE START SHRUBBERY INSTALLED. SHALL HAVE A CYPRESS BARK MULCH TO A DEPTH OF 3" MIN. HANDICAP 2 8. WHEN WATER AND SEWER LINES CROSS WITH LESS THAN 18" OF VERTICAL TOTAL 3g FL REG. # 29163 OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE.THE PAVEMENT SHALL BE 8. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES (SILT 9. ALL IRRIGATION. PIPING WHICH IS LOCATED UNDER H ■ SEPARATION, THE WATER PIPE SHALL BE DUCTILE IRON PIPE FOR A DISTANCE M. ■ ° TRUCTURES. UTILITIES & TREES SHOWN OR ■ 8• CALIPER OF TREES SHALL BE MEASURED DIAMETER AT BREAST HEIGHT (D,B. .) FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND EACH EXISTANCE & LOCATION OF ALL S ■ NCASED IN A SLEEVE TWO SIZES LARGER THAN THE IRRIGATION LINE OF 10 FEET EITHER SIDE OF CROSSING. WHERE A LATERAL SEPARATION OF AT CONSULTANT: 11 ', • NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. E AT 4.5 FEET ABOVE GRADE. ALL TREES SHALL BE INSTALLED [N AN UPRIGHT HT RI LEAST 10 FEET CANNOT BE MAINTAINED BETWEEN WATER AND SEWER, WATER MAIN STORM INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION LEGENDS 10. COORDINATE LOCATION OF IRRIGATION CONTROLLER WITH OWNER AND POSITION CALIPER OF TREES SHALL TAKE PRECEDENCE OVER HEIG SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH PRESSURE. TIGHT JOINTS. CONTROL DEVICES DURING CONSTRUCTION, ALL IN CONFORMANCE WITH CURRENT 6. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL GENERAL CONTRACTOR. SPREAD. LOCAL, COUNTY AND STATE CRITERIA. OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS AND LINES 1N THE . „ � 9. WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE PROPOSED RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE WITCH 850-74. 9. PLANT MIX OF 8 SHALL BE TILLED INTO EXISTING SOIL TO A DEPTH OF 24'. 9. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, 11. PROVIDE A RAIN SWITCH EQUIVALENT TO TORO RAINS BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH PROVIDER1. . MOUNT ON BUILDING OR TRASH ENCLOSURE IN AN INCONSPICUOUS LOCATION REFER TO SHRUB AND TREE PLANTING DETAIL FOR EXTENT OF PLANT MIX TO BE DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES, LATERALS, A.A.S.H.T.O.-T-99. CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN -UNLESS OTHERWISE EXPOSED TO NORMAL RAINFALL AND PER MFRS. SUGGESTIONS. PROVIDED. PLANT MIX SHALL CONSIST OF 1/3 PEAT MOSS AND 2/3 EXISTING CONTOUR 73.50 7. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND SOIL. LOCATED BY DIMENSIONS -REFLECT SCHEMATIC LOCATIONS ONLY. THE 10. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER F R TURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL LAND MARKERS DISTURBED 12. OBTAIN INSPECTION AND APPROVAL OF ALL BURIED PIPING PRIOR TO RVEYOR . 10. ALL PLANT MATERIALS SHALL RECEIVE A SLOW RELEASE FERTILIZER IN PAVEMENT. COORDINATE W[TH GENERAL CONTRACTOR. CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING MEET EXISTING GRADE MEG A FLORIDA REGISTERED LAND SU ) BACKFILL[NG. QUANTITIES AS DIRECTED BY THE MANUFACTURER. 11 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS ANY REQUISITE COORD[NAT[0/N WITH THE RESPECTIVE GOVERNING EDGE OF PAVEMENT EOP . 13. SPRINKLER HEAD MODEL NUMBERS SHOWN REFLECT TORO SPRINKLERS. COMPLETE FOR WATER, WASTEWATER AND STORMWATER SYSTEMS SO TIMELY AGENCY/UTILITY PROVIDER. SW ANY SPRINKLERS OF EQUAL QUALITY MAY BE USED WITH THE APPROVAL OF THE it. ALL PLANT MATERIAL SHALL BE SET BACK 2 FEET, AND TREES 3 FEET, FROM CERTIFICATIONS MAY BE INITIATED. SATISFACTORY BACTERIOLOGICAL TEST THE SITE SHALL BE CLEARED AS MAY BE NOTED ON PLAN, OF ALL SIDEWALK . OWNER. THE BACK OF CURBS OR EDGE OF PAVEMENT. RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. 10. OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS, . HIGH POINT HP . 14. IRRIGATION CONTROLLER SHALL BE TORO CUSTOM COMMAND CONTROLLER 12. PIN ALL SOD ON 3:1 OR GREATER SLOPES• FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND ACCUMULATION OF RUBBISH OF WHATEVER NATURE. THIS MATERIAL SHALL BE TOP ELEVATION 12.55 - R APPROVED EQUAL VERIFY CONTROLLER OPTIONS WITH MODEL # CC P06 0 13. LANDSCAPING SHOWN ON THIS PLAN SHALL BE MAINTAINED IN COMPLIANCE B. MATERIALS (WATER) SATISFACTORILY DISPOSED OF OFF -SITE. BOTTOM ELEVATION 12.05 OWNER. COORDINATE POWER REQUIREMENTS WITH GENERAL CONTRACTOR. WITH LOCAL LANDSCAPING ORDINANCE. 1: SERVICE PIPE SHALL BE POLYETHYLENE (PE). 11, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN LLC. OF ANY DIRECTION OF FLOW AND 1.0% REVISIONS: NO, DATE REMARKS . 15. PROGRAM IRRIGATION CONTROLLER TO PROVIDE 1 INCH OF WATER PER OPERATE DURING MORNING HOURS. 14. A TWELVE-MONTH WARRANTY SHALL BE PROVIDED FOR ALL NEW PLANT 2 WATER MAINS SHALL BE PVC ASTM C900, DR 18 WITH INTEGRAL BELLS AND DISCREPANCIES BETWEEN THE PLANS AND. FIELD CONDITIONS PRIOR TO START OF . PERCENT SLOPE - 3 01-23-63 CITY COMMENTS WEEK. SCHEDULE HEADS TO MATERIAL; STARTING FROM DATE OF FINAL ACCEPTANCE BY OWNER. WITHIN ELASTOMERlC JOINTS PER ASTM C3139 AND GASKETS PER ASTM F477. CONSTRUCTION. STORM SEWER &INLET 4 0t-23-03 COUNTY COMMENTS MA NLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF 16. ALL 1 THIRTY DAYS OF NOTIFICATION, DEAD OR UNHEALTHY MATERIALS SHALL BE REPLACED IN CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN, BY THE 12• THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING 6 03-24-03 CITY COMMENTS COVER1.. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12' LANDSCAPE CONTRACTOR. 3. DUCTILE IRON PIPE (D.I.P.) IF REQUIRED, SHALL CONFORM TO ANSI/AWWA RIGHT OF WAY WITH SEMINOLE COUNTY AND THE FLORIDA DEPARTMENT OF DOWN SPOUT DRAINS DSO . OF COVER. A21.51/C151, CLASS 50 (MIN.) PIPE FOR ALL SIZES. TRANSPORTATION. 15. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT DRAWING ON A REPRODUCIBLE SANITARY SEWER & MANHOLE SS-�}-- . AND SPRAYS SHALL BE INSTALLED USING AN 18 PVC 4 CORPORATION STOPS SHALL BE 1 1/2" BRASS EQUIPPED WITH 13 SCS SOILS MAYAKKA EAUGALL[E FINE SANDS 1-1 17. ALL POP-UP ROTORS - FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. MEDIUM (SEPIA OR MYLAR) SHOWING THE LOCATION OF ALL LANDSCAPE MATERIAL PRIOR TO FINAL ACCEPTANCE. CONNECTIONS COMPATIBLE WITH SERVICE PIPE AND THREADED IN ACCORDANCE CLEANOUT C.O. i WITH SPECIFICATIONS IN AWWA C800. CURB STOPS SHALL BE SIZED TO MATCH 14. STORM WATER MANAGEMENT IS PROVIDED BY MASTER SYSTEM. 18. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT THE METER SIZE AND CONFORM WITH AWWA C800 AND AWWA C901. WATER SERVICE w . FOGGING. WITH AWWA 15. THE CONTRACTOR SHALL RESTORE OFF -SITE AREAS TO A CONDITION EQUAL OF W- 5. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT FIRE HYDRANT . 19 ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH WITH COMPATIBLE PIPE CONNECTIONS. CONSTRUCTION. . . ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. WATER METER " . :�`.. I N NSTALLED BY ■ ■ 6. SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS. SERVICE ■ 16• ALL DISTURBED AREAS SHALL BE SODDED• ■ ° j ■ 20. ALL IRRIGATION SLEEVES SHALL BE 4 IN DIAMETER A D ! O �� F T ITY CONSTRUCTION. SADDLES SHALL BE DOUBLE STRAP ANCHORED BY A MINIMUM FOUR 4 BOLT BACKFLOW PREVENTION DEVICE GENERAL CONTRACTOR AT TIME 0 U IL PATTERN ON A DUCTILE IRON SADDLE BODY. FOR PVC PIPE, DOUBLE STRAPS 17. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE SHALL BE CORROSION RESISTA__I>4_ 1 J%ms0m NT ALLOY STEEL, SIZED EXACTLY TO THE PIPE CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN, THE GATE VALVE . EROSION CONTROL NOTES UTILITY CONTACTS 21, ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING OUTSIDE DIAMETER. SEALING GASKETS SHALL BE BONA-N RUBBER. CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY SNAP-TITE CONNECTORS AND SEALANT. MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: REDUCER �- 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL C. MATERIALS (SEWER) a. SURVEYED "AS-BUILTS" OF ALL UTILITIES AND STORMWATER SYSTEMS, CITY COUNTY.AND WATER MANAGEMENT DISTRICT SPECIFICATION, SUBJECT TO 22. ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF WATER CITY OF SANFORD UTILITY DEPARTMENT b. COMPACTION AND DENSITY TEST REPORTS, AND UNDERGROUND TELEPHONE UGT •AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONAL CHANGES. 12" FROM ANY SIDEWALKS OR ROAD. SEWER 300 PARK AVENUE, CITY HALL 1. ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE c. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS UNDERGROUND ELECTRIC UGE SANFORD, FL 32771 POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 26, WITH REQUIRED, .FOR WATER DISTRIBUTION AND/OR WASTEWATER 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR 23. ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A CONTACT: PAUL MOORE, DIRECTOR OF UTILITIES PUSH -ON RUBBER GASKET JOINTS. COLLECTION/TRANSMISSION SYSTEMS. T T P IN CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE JUNCTION BOX AT THE EQUIPMENT LOCATION BY OTHERS. PH: (407) 330-5640 FAX: (407) 330-5646 SITE LIGHTING °� AS THE_FIRS S E , APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF 2. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BY 18. ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET THE SITE. 24. ALL WORK SHALL BE -GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL STORM CITY OF SANFORD TRAFFIC ENGINEERING DEPARTMENT THE PIPE MANUFACTURER OR PRIOR -APPROVED EQUAL, THE REQUIREMENTS OF THE LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. DRAINAGE 300 PARK AVENUE, CITY HALL O PARKING SPACE TOTALS 3. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM SANFORD, FL 32771 3. BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL OF TRANSPORTATION. MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY 25. THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A CONTACT: DAVID RICHARDSON OR CHRISTOPHER SMITH BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. -LINE: REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION PH: (407) 330-5674 FAX: (407) 330-5666 19. PARKING STALLS SHALL CONFORM WITH LOCAL CODE. ACCESSIBLE PARKING ( ) I 1. .1 2 DETAIL NUMBER INSTALLATIONS. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED SPACES AND ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA AND SILT OR OTHER DEBRIS ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL T HNS RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS. C4 SHEET NUMBER 4. CONTRACTOR SHALL BLOCK INTRUSION OF S FROM THE LANDSCAPE STORM S . JO INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR VALVES AND MAINLINES BY SHOWING EXACT MEASUREMENTS FROM HARD DRAINAGE 975 KELLER ROAD 20. HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH ADA B_3 ZONING ADJACENT TO SITE. SURFACES OR STRUCTURES. ALTAMONTE SPRINGS, FL 32714-1618 REQUIREMENTS AND LOCAL ORDINANCE. 5. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE CONTACT: ROD PAKZADIAN OR PAT MAGNO VACANT r PH: (407) 659-4800 FAX: (407) 897-4354 21. LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC CURRENT LAND USE WATERED TO PREVENT WIND EROSION. CONTROL DEVICES. 6: ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION ELECTRIC FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) ' I 2400 CAMP ROAD 22. ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB. AMSOVTH UNLESS SPECIFICALLY . , EQUAL TO OR BETTER THAN EXISTING CONDITION, OVIEDO, FL 32765 EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE CONTACT: STAN "THE" MANN OR BILL PEARCE 23. ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE. SEE R P NSATION SHALL - ARCHITECTURAL PLANS. BANK INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COME PH: (407) 977-6530 EXT. 113 FAX: (407) 977 6535 BE ALLOWED. T R SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY TELEPHONE FLORIDA POWER AND LIGHT 24. ALL CURB RETURN RADII ARE 5' UNLESS NOTED. 25.FL-C.D 7. THE CONTRACTOR DISCREPANCIES BETWEEN THESE PLANS AND 'FIELD CONDITIONS PRIOR TO 2626 WEST STATE ROAD 46 I .1SANFORD, FL 32771 25. BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR TO 4477 W,I.T STREET CONSTRUCTION. A CONTACT: CHARL[E JOHNSON NORTH PROPERTY LINE. 6 SANFORD, FL 8. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION PH: (407) 328-1922 FAX: (407) 328-1910 REQUIREMENTS OF LOCAL SPECIFICATIONS. ■ ° 26. APPLICANT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH ■ ■ BARRIERS TO MEET THE EQU ■ ■ COLLECTION/SHREDDING OF BAGGED TRASH STORED IN WORKROOM 111 AS REQUIRED FOR NEEDED. COPYRIGHT ©2002 9. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS EQU END DISINFECTING NOTE S CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY LEG II�TTERPLAI LLC RESERVES COMPLETION OF CONSTRUCTION: IRRIGATION COPYRIGHT &OTHER RIGHTS FOLLOWING HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE CONDUCTED ON ALL . RESTRICTING THESE DOCUMENTS NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND TO THE ORIGINAL SITETH CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN APPURTENANCES. THE TESTS -SHALL BE IN ACCORDANCE WITH THE PROVISIONS PURPOSE FOR VJHICH THEY. WERE UNTIL A SMALLER SIZE IS SHOWN. OF AWWA C600 OR M23 AS APPLICABLE '�/ 'j DW \ / /� \ /�D PREPARED. REPRODUCTIONS,COU (� I T I Al V AL ST/-11 Y I t CHANGES OR ASSIGNMENTS ARE � V 7T R _ - 4" PVC SLEEVE DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN PROHIBITED. _ _ _ _ _ _ ACCORDANCE WITH AWWA C651 DISINFECTING WATER MAINS. SATISFACTORY 4 BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO ENGINEER. PRIOR TO _f__ PIPE CROSSOVER FINAL CERTIFICATION, PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 _ . THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE ACTIVE EXISTING SEMINOLE COUNTY . MAIN FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, .AND APPROVED FOR CONSTRUCTION . . . . (___2� VALVE ZONE NO. TESTING OF THE NEW MAIN, AS SPECIFIED IN AWWA C651-92. 28.8 1" VALVE SIZE THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY VALVE GPM LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER . . j.'' ._r .. . . . I . I . I . . TO CORRECT ANY DEFECTS [N THE PLANS OR TH.E FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. �. BACKFLOW PREVENTER ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A -[}- IRRIGATION METER . WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF k r... RESPONSIBILITY TO MEET THOSE REQUIREMENTS, THIS SPECIFIC APPROVAL IS . VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. . C CONTROLLER LOCATION a .. . . V. APPRO ED i RR RAIN SENSOR LOCATION . . I cnJTnini r rni iniTv nCVGI /1P�AFNT RF\/IFW nFPART�AFNT f 3 t - A ■ ■ _ , COUNTY # 1.APPRO VAL STAWE MP 0 SITE DATA LEGEND . PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 SEMINOLE COUNTY APPROVED -FOR CONSTRUCTION PAVED ACCESS DRIVE, TAPER AND DECEL LANE THIS APPROVAL 1S SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. A f, I, I A I I CT r) A T 1% X ArY`r DTAAI!`r Or TlAr nnfVI nPPP'4 PI ANs nOFs NOT CONSTITUTE A - 'A PD 11 I VACANT 5 / ii \ a 0 t . i 19 'L ,{14, 10` r "' 50 L1.4�I' r I O to r 5 s Q; C I L�l . -.. _ "ono' Lc)60 t7J 7 I LEI j I 8 3 /� f 6 LLl I � � I • /- ; t /g3 El Cf) 1W i 3 I 8 I 6�.I�, i } ` e /. a cn J 6 PCD I ' - I ii/ / FUTURE REFUSE 8 7 COLLECTION AREA FPL SUBSTATION i cn I FIR HYDRANT a } I BY; DEVELOP % 1 � • j c?, 5 w ; R3' S I 5' 6.5' CJa ^. lJ iH 57.18' — c� 20 24 20' I �. 3020 SF I i 6.88' Slie SLi � -1 _ / �.; LL1 E cr CJ U S IImp j / / A 1 I , 7 l.. s ~ - fyt ."�° , Al ,•w25 TEMPORARY CON CICTION EASEMENT t I 5 f 1 1 I a ® m 4 g �� 3h 9 t R20' 10' R15 lo 20 5.5' O 6 5- 1 70 6 .I /` i / //� n// /`� 13111 00 R44' 4 7 r ' 1.0 i , } 7 j i j cw4 % �� 30.4 10 - 20 14 i r / 45 j ) aia—a>taa� _ 12 ILI r f F h1 ^ I-,d F,A , r 1 , •. � c1 F - - 1 89,64 } 58.38 13 12 13 19 8+26.83 50 i 1 r' , BASELINE (t +00) 140 RIW) (9+00) ` ', } ..• -_.. -_:. usrz.,. ... e_ :.. e. ::r n.:::r a. :Yx_ tras ._..a_ ._. _. _.__.. _.a .tcaa+., a... _... _. -' - CITY OF I SEMINOLE _ ._._... r t. C.r +t�:t ! i •PCD �8+2683 t SANFORD , COUNTY SITE AREA IMPERVIOUS PAVEMENT/SIDEWALKS. BUILDING OPEN SPACE (GREEN) ZONING BUILDING HEIGHT 49,110 SF 1.13 AC 32,794 SF 66.8 % 73 3,020 SF 6.1 X. 13,296 SF 27.1 % PD MAX. ALLOWED PROPOSED 50 FT 25 FT (1 STORY 22 FT (CANOPY REQUIRED PROVIDED BUILDING SETBACKS FRONT (NORTH) 25 FT 89 FT SIDE EAST) 0 FT 263 FT SIDE WEST) 25 FT 68 FT SIDE SOUTH) 20 FT 74 F. LANDSCAPE BUFFER FRONT (NORTH) 15 FT 15 FT SIDE EAST) 0 FT ' 0 FT SIDE WEST) 5 FT 17 FT SIDE SOUTH) 0 FT 0 FT PARKING REQUIRED (3,020SF/200) = 15.1 16 SPACES PARKING PROVIDED REGULAR 37 HANDICAP 2 TOTAL S9 ■ STRIPING U N GE .AND. LNTRO/�►NCONTERf�L .TRAFFIC- 1 * AP PARKING AND STRIPING WHITE THERMOPLASTIC ARCHITECTURE 1 HANDICAP C4 A CHI ENGINEERING 2 HANDICAP SIGN (2 PLACES) C4 INTERIOR DESIGN 3 PAVEMENT MARKINGS 3 (TYP.) 0 PROJECT MANAGEMENT Q C4 O ** CROSSWALK STRIPING FDOT INDEX 17346) ? AA 004320 O 4" WHITE (PAINT) CA 8660 6 24" WHITE STOP BAR WHITE THERMOPLASTIC 7 30" "STOP" SIGN (RI-1) HIGH INTENSITY GRADE 12 933 LEE ROAD, FIRST FLOOR ORLAN FLORIDA 31 1 8 "DO NOT ENTER" SIGN (R5-1) H .07.64 8 4Q7, 1 4 24" WHITE THERMOPLASTIC STOP BAR (PER SEMINOLE COUNTY A-117)' 10 RIGHT TURN ONLY" (XR3-5R) SEAL: 11 24LF 4" DOUBLE YELLOW THERMOPLASTIC LINE '(PER SEMINOLE COUNTYcm 4 A-117) c= 12 6" DOUBLE YELLOW THERMOPLASTIC CENTERLINE STRIPING. 13 6" WHITE EDGE STRIPE (PAINT) 12 14 18"'WHITE GORE WITH 6" WHITE EDGE STRIPE 14 PER F.D.O.T. INDEX 301. C 1 KENNETH M. cCOIG P.E. 15 FL REG. # 29163 ■ ASPHALT PAVEMENT 15 RINEHART ■ * HANDICAP ZONE MA LOPE 2% RECTION CONSULTANT: **ACCESSIBLE ROUTE, SHALL NOT EXCEED.5,0% SLOPE: 2% CROSS SLOPE ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. SITE NOTES �1 HANDICAP RAMP C4 6 a WHEEL STOP (14 PLACES) C4 �3 6" CURB C4 8 REVISIONS: �4 * MONOLITHIC CURB AND SIDEWALK C4 No, DATE REMARKS 9 3 01-23-03 CITY COMMENTS a * CONCRETE WALK 4 01-23-03 COUNTY COMMENTS C4 8 04-01-03 QC REVIEW 12 04-10-03 COUNTY COMMENTS a ASPHALT PAVEMENT 1e RHINEHART ROAD 15 14 05-07-03 COUNTY COMMENTS C4 C4 18 06-02-03 COUNTY COMMENTS 3 11 7� BOLLARD (-A4 �8CONCRETE PAVEMENT (SEE ARCHITECTURAL PLANS) 11AMSOUTH" MONUMENT :SIGN 1 row AMSOUTH . BAN K 25.FL-C.D 4477 W, 1ST STREET SANFORD, FL COPYRIGHT © 2002 ` 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. j ROJECT NO. 20 02.0093 DATE: 11-11-02 _ _ T _ _ ___ _ __ - - -- - . tIT.} n `., e .. - - - , - - � I - ■ , ! - - - .. - ■ ■ f - � _ I,; COUNTY # APPR VAL STA MP 4 DEMOLITION DATA II�1. TCR�LI�N J . . r : •.. ,• - ARCHITECTURE SAWC REMOVE EXI NG CU AS SHOWN ENGINEERING �} - ,. - sT[ IN 1 UT AND V RB . TERIOR DESIGN PROPERTY APPRAISER ID NUMBER 28=19-30-300-0010-0000 II . , PROJECT MANAGEMENT ;. -, t,." . _ SEMINOLE COUNTY 2 REMOVE EXISTING MES. APPROVED FOR CONSTRUCTION AA 004320I I :: . . THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY lflREMOVE STORM PIPE. . LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF CA 8660 COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS.. SOIL TO BE REMOVED TO EXISTING DITCH BOTTOM. (SEE ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A LEGEND) REGRADE SLOPES TO MATCH ADJACENT SLOPES. . WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OFED 933 LEE ROAD, FIRST FLOOR I. RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS ORLANDO, FLORIDA 32810 VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. 5 REMOVE EXISTING SIDEWALK. �` ,• H 407.60 5008 APPROVED. \t. - , 7 1 '9, .124 SAWCUT 288 LF OF PAVEMENT TO CREATE A'GOOD EDGE . SEMINOLE couNrr DEVELOPMENT REVIEW DEPARTMENT 4� BETWEEN EXISTING ROADWAY AND PROPOSED DRIVEWAY, SEAL, � ( l.fl� . .. TAPERS AND DECELERATION LANE. I. II DATE ❑7 REMOVE ASPHALT &BASE MATERIALS PER DEMOLITION NOTES, . ' SHEET CO # . 3. C ews . F I�- SAWCUT 170 LF OF PAVEMENT TO CREATE A GOOD EDGE \, I AN1. I ' ,, .,!I,I . �I �,I-:II ,I I ,�,": , �..e,, �. ; � � :"" .��1-,_;,II,..�I, .�. ,�', ll. ,;� , � .� .I..:,..�I,.��. I . �1:I�II_ I �.� ,-�,ll� t1��I�1; ��%I .",�,.�� , ,1."I1I�ill,� � l'l��I ��"�I -: ;?. �Iir,,�-i: �r�1_,�� ,., J�:�I I�I �11�.,1�.I.IIl� 1.,I,`,,- :I .", .�- �:I�.,,..,..�. ,, "7��:-�:',II .�I�.e�,i .1r'I��i,L.-.; . �I �j.I-IZ�I,,I�.,.. .��!1 .I-�VI1. :.i,II ,�I-.� :: . 1j ��.� ..11.� - .,'."..1I . 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PLOTTED. ,08 3 \ \ \ \ \ \ _: / / e. :_ .. . . M.4, .. - COUNTY41 APPROVAL STAM PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 SEMINOLE COUNTY APPROVED FOR. CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE.COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY. DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT / Kjfr' r , . .., , X' x( X U /, X -- _ X X X X X I 'l CD II I I // / - z 77-7 i ' c , I r 1 t I f I• ..f.. _ _ ._ _ ___ _ __ - ,g _ _ . - _. `�`= �{gggg,�{ -- - _ _ < , • ' ,- .. ...r. _mob" -- FM . F �{ F?A �,{ FM -. _-.---,.- F1,4 F�1 F;rt j Fi ? I 15 , 1 UTILITY DATA SANITARY SEWER O� c.o. � g CONNECT TO EXISTING SANITARY SEWER STUBOUT 0 INV.' = 26.10 CONTRACTOR SHALL FIELD VERIFY MATERIALS, LINE AND GRADE C4 BEFORE CONSTRUCTION BEGIN . O 37 LF - 6" PVC 0 1.0% (TYP,) C5 CD INV. C.O. 8 INV. IN= 28.55 C4 INV. OUT= 26.47 O 45 LF - 6" PVC (9 1.0% OEXTEND 4" SANITARY SEWER STUBOUT FROM BUILDING AS SHOWN CONNECT 6" PVC 0 INV, = 29.00 WATER 265 LF - 1 " PE (TYP,) Cl) C5 O(DOMESTIC) — 3/4" VALVE, 3/4" METER AND 3/4" DOUBLE CHECK C7 VALVE BACKFLOW PREVENTOR, O (IRRIGATION) 3/4" VALVE, 3/4" METER AND 3/4" RPZ BACKFLOW PREVENTOR. ■ OAPPROXIMATE LOCATION OF EXISTING 2" WATER SERVICE LINE. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF SERVICE LINE I PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER .IMMEDIATELY IF ANY CONFLICT EXISTS, A3/ /4\ PHONE 10 CONTRACTOR SHALL COORDINATE CONDUIT SIZE, CONNECTION POINT AND SERVICE SIZE WITH TELEPHONE SERVICE PROVIDER PRIOR TO CONSTRUCTION ELECTRIC _ 11 CONTRACTOR SHALL COORDINATE CONNECTION POINT, SERVICE SIZE AND TRANSFORMER LOCATION WITH ELECTRIC SERVICE PROVIDER PRIOR TO CONSTRUCTION. 12 EXISTING SANITARY SEWER FORCE MAIN 13 FIRE HYDRANT BY DEVELOPER. A3 11514 IF FIBER OPTIC CABLE BOX IS IN TURN LANE PAVEMENT, CONTRACTOR SHALL COORDINATE RELOCATION OF FIBER OPTIC CABLE/BOX WITH TELEPHONE SERVICE. EXISTING STREET LIGHT ■ ,i , INTERPLAN 1 ARCHITECTURE ENGINEERING . INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLAN OJ FLORIDA 3 81.0 { H 407.E r. O8 F : 7 9 24 SEAL: Cot � 1 KENNETH M. McCOIG P.E. FL REG. # 29163 CONSULTANT: REVISIONS: NO. DATE REMARKS 3 01-23-03 CITY COMMENTS 4 01-23-03 COUNTY COMMENTS 8 04-01-03 QC REVIEW 14-05-07-03 COUNTY COMMENTS A31 • i ELVEHA R T R OA _D t r J ' - r 'si }-fir-{.r1 11rf,=-Itlii • 7C; ' l , T UTIL ITYPLAN SITE ■ ■ MODIFIED: 05/07/03 10:09;58 J:\A-J.\AM$OUiH\2002.0093\REFERENCES• ■ 03- 13:57:1a ..J:\A-J\AMSOUTH\2002,0093\REFERENCES' .. , . ,. ■ PLOTT ED' 08/07/ J AMSOUTH BANK 25.FL-C.D 4477 W. 1 ST STREET SANFORD, FL I COPYRIGHT © 2002 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: 2002.0093 DATE: 11-11-02 14 C2 CHECKED: T+✓]- / �'> SPECIFICS\PIPED\02093C2.DWG 1•=30' MYRSMI ,SPECIFICS\PIPED\02093C2.0WG 1•=30' CRIKLE ''` :"I 't , a;4 [�.. '.^ . uVt. - ;. U.IYUG wV vvIY V - CLLV Intun� I I 1 \ V y -'�� - - I I - , R N ELEPH NE . I 6� 2' 1 � 1 REMOVE MES AND CONNECT @ ELEV.` 25.67- ENGINEERING; 1, r UGT., u . RG a D T O EOP ROW TRAIL . . S . 1.PROPOSED 12' SR 46 2 .1 BOT. 24.67 k1. SHOULDER i DEWALK C4 14 12 NON EXCLUSIVE 14 s, :, N NE TO TOR LA PAVEMENT 3 3 N TERIOR DESIGN T E ..:.f ._ .... � _ �S.--_ ___ __._._.__-_-------------------.--- _----I---___---•----•----_.._-._.._�_.---------.___-_�____I--__: . . �._. __-_�...-- .,_ ..�..•. PRO MANA MENT • .:� ROAD ACCE T 1 32 t I : i 1 LF 14 x 23 ERCP @ @.06% . _...; 3, . F _._....�BE._C-NSTRCUTED._....,..___--___--__------1-----------______ ..- _ 4 SHOULDER ND LL EASEMENT �, I I I 12' 5 2 7 5 I 111 12 i C5 . } � 2❑ 68 } Y BGZM .LA I iie. ,4.� ",:, EXISTING 1 31129f I i I -- 1_ I _ 3 -i- - FLAT AREA INLET # 2 . AA 004320 , PAVEM NT I I PROPOSED _:_ _ ._._ I ..._____ ___ _. _�_ -_...) ... _.. _.._ __ _ _-_ ; _ __ . _.._ ._. .._._- _}:�:_----_ .._ _..__._-,_ NON-EXCkUSIV __ ._ _. � . , _- -.--. _ __ _...w_�__._I_____---__•____ _-'-__:.-.--.___:.._-.._ _..._-__. -._. - _.._j-___ ____ _ F I P ED ACCESS DRIVE i I I I ROAD ACCESS T.F.. = 28.60 CA 8660 ,1. I I I TRRAOILpS I I I'll IINV. = 25.711. 2 SHOULDER I ; EASEMENT i 5 1 I i } PROPOSED INLET . ai .1 .1 q i ; _ _ - _-_ . _-.- - _.._-_. -�- _ - _ -- _ J.„>. : ,_ _ C 4:1 MAX I i S Op ) T. 24, 1 , E -_ .2q_ _._. _._ .__ ._ ___..___._____ _.._ -_. -.___..___ ___.__. __f._.___________.._ ___r____._--_____ - ! GRATE EL. = 28.58 _ I.__..__ -- _ __ ._ -... _ _ r 3 � NTS 3 _ I 1( _3.4- SECTION C-C _ _. R SLOPE I BO 7 "' , ,- i .1 L. 1, 11 - I .. 11 t - I i I I 13 4 55 LF 18" RCP ®0,24% t \ I I i 933 LEE ROAD, FIRST FLOOR j. I I . I I I. _... i.._. _.. �_ _-_-.__..__.__ .__. __._.- ..--_. ...__.__..._____ s , _ I .-. --- - ORLANDO. FLORIDA _ ---__ - __-_� ____._ __-..____r-- ._ _�_.-__ __ _ --.�_ _- _ .-�- _ __-_---___._ _.__ ; 2 9 1 t . - 5:i sLOPEI } 5❑ STORM M.H. 14 3F810 3� I .- , I 3 3 i 407.645,E 8 t , "` .. ' EXISTING I ! I ! . EXISTING I 4 } I T.F. = 29.15 16 07,6 9 1 41. , 1. F A ', GROUND ; SIDEWALK ____I _ :_1 .__._..___- 1__. .. __ _ _ _.i_____ -._i _._ _.___------_-__._ _ t-___.....--- N. INV. _ 25.84 ' :� lo_. . i _... -._ - --- - F - r--- -__ _ - - - ----.- 2 8 l _ . �. _. - I 2,g� \ , , I I I I I w. INV• 25.84 c4 I FOG -� ` \ i I 0.5 uGT. I I ! I i BOT. = 24.84 . . SEAL. 1 ! I -----._.___._.____-__ _.__ PROP. 5' . --.-.----- -- --- - - -- - . . -- -- 5 1 (_ _. _4_.__.. r I- .� ti T I { 6" UGE. i PROP05ED INLET SIDEWALK 29.2 2 1 1 16 28 _._-______..._._. I 4 I i i I PROPOSED MANEIOLE SR 46 ❑ 15 LF 14 X 23 ERCP @ @.24% C 111. - ; CATV I - 0.5 UGL - -- - I . 4 • I 28.9 PAVEMENT IF R MAIN I I 6» UGE. - -- --------- --- -- -- - ._...._- r -- -- - - -- - -T -- -- - - ' 8 3 :.... - REMOVE ME PLACE g a 0 CE i 1 I i- --.-._.._ -._.- _.. - ._ - --- --- - - I t _ _- ----•_.. - - - , - - ..__•_ _ •__ _ - - ___ . -�- -- --- - - - - - 2 6 7 0 q 27 � I I i i I ❑ INLET 3 . e11 ! I 10.5' U.GT. ' I _ I j I ! 14 x 23 ERCP STORM PIPE 14 ; i I I - T. F. .__.. -__ __. _.-----__ _. _- . L__- - . - __.__.._.__ -_ _ __ 1 [NV. 25 88 �4 - - -� -...- -- -..... - - . 2 6 --. r_�_ _ _._ . 14 X 23 ERCP BOT. = 24.88 18 PROPOSED INLET � 4 6 N B - g NTS SECT (O (\ I D - D t 3 CRATE EL. = 28.60 NTS ❑ NOT USED KENNETHvt. McCOIG P.E., CSECTION A -A 00 NTS SECTIO /4\/8\ ,8 . I FLREG.#29163 . , '11_1 1,1,lr., . I I . IV, I . ■ m ❑ 137 LF 14 x 23 ERCP @ @.24% ■ ■ ■ ■ LEGEND CONNECT NEW INLET TO EXISTING PIPE AS SHOWN @INV. _ 27.48 CONSULTANT: CAN CABLE N FOC, FIBER OPTIC CABLE 10 T.F. = 29.3@ , . . . 1--t UGE. UNDERGROUND ELECTRICAL N. & S. [NV = 27.0 4� UGT. UNDERGROUND TELEPHONE E. INV = 27.48 (EXISTING 15" CMP� . EOP ROW BOT = 2s.@ . I __ - - ......_ .. 2' NON EXCLUS -- ._ .._ . -...- - 169 LF 14 X @ 0,24% . �a w �a I N 3 2 �.... - ROAD ACCESSIV I i 30.7 11 E _ '" r? d o hi I I t;' ;r ;Y ! ;EASEMENT PROPOSED C4 '. ,•' '�'rt w; I it I ; u. i i 4 i 8'L, 6' 2' TSHOULDER j P V A HALT DR1 E S .! . 1 i i - ! - _. .� t. I ; •f - '! , . r. 1 t, , - .. _ I .. _ .. _._. _ 1... _ _ - _ -- - - ..._ _ .. - _. . = 27 4 t I i !> I j 3 1 ... EXISTING _ - S .- .. _.. _ 12 INV Y 6 14 . I ; E ! i i 0 t PAVEMENT 30.53 I i I `1. � ,, j� i �- rn j i 29,80 I I ! IIT #4A8 . . . . Z . 1 _.n- - _ -- -- x-- ... --- _--_ __ --- --- .- _ - _ _. _ .i - _.. i - _ _ _ + - - - - 13 T.F.TF= 30.5@ I 3� - ; Z i. . ' I I = p o ` sq sC I INV. = 27.05 . p SE . I i - 0 PROPO D II ; i � i BOT. - 26.@5 r, 1. I . II I , I t _. , , -- - -.__ Z � I ! TRAIL j ' . , ; m " 2 9 c 29.2@ " ,. I , 1 I F ; , ` I I i ...._._ . W I 5Lo E T(M x) , 4 110 LF 15 RCP @ 0.3% REVISIONS: 4: A r� ; �{O ?� INLETo FAT: ;s >> SLOPE ' ¢ a. Q o E- k w I I 18 ; I . - _... L _. -_ _. .- - i . ._ NO. DATE REMARKS N I : , I ,,} I Ir I a', "' ,2 IF = 31. 0iq' <i ' ate . sX cis m W - -- - I- __.. __ �. I -- --_ - --_ - NLET 5 . h - 'rr ' ! 28 1 1 ! 1y I ? 9 0, + ' N . ! ` ; ,� :I "3 N IPsV. _ _i,.nTj �� .S I t FOG. I I i 15 - . i . I i �� 0 1 . =� I I ' NV. - 26.72 AB 6 03-24-03 CITY COMMENTS COMMENTS - l '. , , - " II^ ,I '� j , I i i .`Sfi `' }.�: '�� INIFT ,`� B0I = 2S 4F; ! "' �T _ - ' - - - t ; - -._- _._.._.. -i ._ . -- -- i- .- ---- ._ _ - - REVIEW 1 0 ?� V - 2 7 I BOT. - 25.72 8 04 01 03 QC REVI tGi , r. l3' i'' , � I < ° TF-•• , .5�3 / _ , r i -Al I I 13 04-10-03 FDOT COMMENTS I. , jf�1::�) 3 r' _ �1 t i 'i I - - COMMENTS NT } I+J/ - 27 r.4 + �, I ; ! II 14 05 08 03 COUNTY CO E S - - I I I , - , , . ( A ; , _ ,',,I , " , . 1:, I !. i '_ 16 11 @ LF 15 RCP @ @.3%, ,:, •;' I .I ^ i '. ` ,. 1 3I,1J 30.75 BOT = 26.00 ' �� ... .__.___ _._. .....}. ___._ ..0.5» UGT: - -_... i __ .. 18 06-02-03 COUNTY COMMENTS. I __ i ,. , , �, .. i �.-_-_- 2 . I • . I7 -O � i M �31 r� 75. 3 82. 5��9 %x ;;tar, I I ; 17 CONNECT TO EXISTING INLET @ELEV. 26.39 I �, r J 6 ly , e-- �„ S�1 ' 30.9`� I `i' " + { / i 14 x 23 ERCP; STORM PIPE f I a I „ I ti ,I r ct 15 RGP n.{ . _1. ! r . R \ ,j i � - 1 -- - - -- - . C O t _ - spa ._ ._ - . =- - - _ _ I co ; , _; _ _ 1,, _ _ < M _ _ _ f- --_ _.. ,_ �.__ -- - 18 ONNECT TO 15' STUB -OUT V. 6.51 �� R_ ,i ._ 1 I �� 1 `� I 3@1. .7; �',1.0 $P 70 3_t1_:i^t_' J'avi / f i r O G __ INLET j,14 2 G , d I MEG __ - 3Gh �__ f _ 50 O - -- ___ _T i i I , __ .._ _. - - _. .... --- -. _�� ^ - / J f CF "� 14 . 19 37 LF 15" RCP @ @.3% , I Q I I- ; , - ME .. , / / .. . ,h I�1.. = 25 61 NTS ❑ c o ,_,L y rs , 1 ��0 . MI .� _; -�, E INV = 25.'1 SECTION E-E 28 I 31,36 �� , ' l r r ❑ RLMOVE ET 10ES AND PLACE � ! i 1 - - - -- -- ._ ., l aY ', . - 6.3, = INLET #6 u' ri N INV - 2 = LLJ 1 I. .._._ ... _. _._- ----.._. - •,1 ..- --•-- ' I 1 . j 'Y. 1. '. lP ,t ..._ M 31,25 }�> / �> �' ; ;';', BOT 24.51 ■ 20 T.F. = 30.50 T F 29 00 18 ■ U j / ,� ;,. ■ INV. = 26.2@ k , ,,� 1. Lt .0 J 1 ' a. H �T�s // It,iB OK a P r3`J �; .>J S. INV. = 26.62 - 11, I .�., m I , . ., f �; ``! ={ COUNTY # 1 APPROVAL STAMPD N. INS. = 26.72 BOT. 25.2@ A I 1I - , . I 11 ; - ! .� I LL.I I i f,- `�a -. 1 GRgpE 6. - I 1 7 31.00 1 r� ,n, / x . -�:__ , c? _ ., (f. ; - _ - - - - - _ BOT. 25.62 _ I 70- . I � I 0 , x 31.15 K_ _ _ - i r/ c� �/ `' q� PROPERTY APPRAISER ID NUMBER 28 19 30 300 agile e0e0 29 HANDICAP ZONE MAX. SLOPE 2% ANY I Z 31.25 8R _ 30.95 I - ! „ ❑DIRECTION W 1`1, � I� 1 7 I�1'!. 2Ei.80 - ` I a � ` .1120 _, SEMINOLE COUNTY 21 125 LF 15 RCP @ .3% I I. » i II ' I cam I 1 15" r? ' I / 130.75 APPROVED FOR CONSTRUCTION Q ; I ~� `' � ( , _ ®, .�-. lc f I l �' (r ALL DOWN SPOUT/ROOF DRAINS MUS 14 s - I 24 Cam. -„�. ST 11 _/ 1,�T INLF F 3 THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY INLET #7 3@ N j II',:. 1 ; 23 L�, Y; % j, �' `-r..� °:'- # - ❑ ;: i u o /. z + 22 T.F. - 30:50 DAYLIGHT THRU CURB OR CON EC C4 LL1 / I TF = �� )� LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF STORM INLET ` , I : �s! t Ci _,' __ �I� F!1 aP>/j = 1�.6f`i� COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER INV. 27.1 @ , C ; i ! Ic , ,::i �� RESULTS IN A FAILURETOMEET APTS IN THE PLICABLNS E CODER THE FREOU[REMENTSACILITY AS NSTRUCTED WHICH BOT, = 26.10 SIDEWALK/TRAIL TO MATCH EDGE OF { I�r _ I i !x ' / ! >r[�11V' �'t�a ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A 31 31.65 I 1.7 31.45 S1, 0' I , �� „ ❑ PAVEMENT. MAX. LONGITUDINAL SLOPE v < _ ,x , E 1 � ; , E' I I - --- 1, �1r a �, I L,l - ,, ---- -- _ 1 % , ----- - t WAIVER OF ANY CODE REQUIREMENTS NOR DOES 1T RELIEVE' THE DEVELOPER OF INLET .#8 RESPONSIBILITY TO MEET THOSE REQUIREMENTS THIS SPECIFIC APPROVAL [s OF 5% AND CROSS SLOPE (TOWARDS _, o-o I J •- a �, :� 23 T.F. 30.50 I - 30.75 1 1 / C,o Ljw _j•�) d- VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. ❑ INLETS) OF 2% I I� 31.75 ` 30 r, [u "/. i ci'� i T. = 26 38 I N1 I I-- I GRADE 0 j x' � �- 1 , ':� Ifi APPROVED .- 1. Ir rs, 4i c� ' vT - <, 32 NOT USED 1 N, ,� ; ! �i BREAK m ! :) // v, J r., Y ❑ . r I L `�°�; + s� 1 ,r� r ; `6. I,I! . I Ivf - - t a ^ 24 160 LF 15" RCP @ 0. . !,j ' LL ' I �, 1 1 1' E�jr, . - y; t i - / I r I rJ t-_ rNLET #2 Q (L '� I SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT ❑ 3 132 LF 14 x 23 ERCP @ 0.24% '` 1 I I I .( >9 ° ! r.{ 4 _� G 0 ✓ 1.4 ' TF = ,30,50 � ❑ I I I>. 1 J /' E t� 28. 30 �r.__ M, B .:. Z j DATE �3 9 25 INLETS 4 69 LF 14 x 23 ERCP @ 0.24% :� r, .. ? , F.F, = 32.25 R ; . F.15__ I IN/. - 16..59 U - r,� �5 max' / . - 3 t� =' icy r` n E IPJJ. ?6.23 W �. < c's ❑ T.F. - 30.50 ❑ I U. �._ �. 28}90 ! l _/ _ - N, Z _ ! L 1 I X:= Y ■ u° S. INV. = 26.80. I , 1 ; � EOT 25:29 w _ II . `�:rh '� • 30 / /) i r �>si x , K.O. IPJ�/. _' 16.:` 1 _ I N. INV. 26.9@ �;�/; �,,, s, 35 INLET 11 z j I .>. < - � ,T < , ; ,m CL EXISTING 15" CMP q p �S � > 1 ❑ _ i C . C 32.15 ;T' to A U » , T.F. 29.90 �'xh I c:i % » - W CULVERT AND M.E.S. .? �?• t� - h » U " v 0 : _ I, f U i , . {�•' ) �.r - 9 . E- -'> 0•=_ a f. �r INV 26.67 xv / � x +_ IY ,`�. ,, ,,- her - 1 U I I I c d . 31.5 -a- - - $D . /, % 1--� ¢/ 1� ��i�Lr'_ i !.. -, f ' " x x 'h -'e` x . of - _ r� 1 -� t i x- - x,-�-�1 x x 1- AMSOUTH I, Z x ;w I a ' . , - I. i. y, �, �? >, x `�x "�- �'� REMOVE MES AND PLACE BOT. 25.67 ;I-4 �I f i `y �' 13 22 31.30 �� �r ' , {. ��.-: f . - I ,� I. s, F�r ' � le -: rn •-.}., 6 ,4n 26 I 3 r:;, b. I q .! , > T RM M.H. . j I ! "' ��: i• �� �. ; �. , - _mow / % '^` _ 1= v' �'a'` I q I. G a•:. '> , �'711 S O 36 MANHOLE BY OTHERS BANK li iNV. ?.5.67 o _�1� 7 1.14 31. 4 :q / 2 a 9 t = ! F I �.. as 1 31.60 % > U 31.30 srr$, ,�; �� ;9 �. __ ' o :� 0 I" \i. T.F. 29.15 - �r•. 29 30 / �U F;�a ;. , ,51' _, t.� +; q x x. �' < = T.F. 30.00 11 I v i si / 1 ? t, 1' c 1-1 O +9. ',, 1 3 -#s l ;I i a ( 1. 1 44 R '~ ,,> yr t p 2 :.�. �J _ r.) INV. 26.35 - 31.25 1 .. 31.30 "0 �,,'` �, . > v� -� \ �* c� = 8 INV - 26.23 25.FL-C•D II _ L sT 31.5 20 1 g � ; �, . :.. 1 I I ° �/ 21 - IN °, i 3�r7 . �, ��� I k� �'� 4477 W, 1ST STREET ❑ , ` I , 30.90 .9 ` ° :� 7 . I , . I9 3 �5 1 f % % �. } �?� 3Q '� `?/ � 31.15 1 7 Fxt<`�. �c _ 37 1@ LF - 23 x 14 ERCP @.S% I <<, � Ir ,h 31.05 W 1 ti., h , ,� » 9 �, 13 - tr4I/ - ' +r) ❑ II a -�'" ST 1,� ftt F' / s' �..' ,� �. �?� ! u ( 3T�;�,c� 27 63 LF 14 X 23 ANFORD FL ' I ' slr � - ,;. ,.r •-•. sT --�--� s1� ® r St i �-� =--'�- �- -JIr- I• ,; :_ ERCP @ 0.24% S . I , ;n ") l,°, ! I i c 1.1 �' �- r. ` r �;o 's ,,I c�. x �> I "w 1 12. -t.a - 2 .c.. C5 38 M.E.S. &PIPING TO BE REMOVED 2, "' �' Q, 1 3 1 0 U p 30.75 I ❑ , , �, 30.75 1 1 - _ U 30, 15 1 14 ' o < U �� }�p ■ 1 4 31.05 W 17 26 w . J s _ i I + i Fi �t� - V <3 > I 1, I 1 I i 8 mr ; ,; t 1 .:: " _.. � %�° , 28 e3Ff x / _ a: D _ ,.._ r. ; , I l , 1. GFZAQ 9 :;:<r'_ _ - h:ry z .,,r.- - s. ,:, ; COPYRIGHT c 2002 ■ I < � 9 ► .. _ - 29.9 uo. _ - - -. 29. - - - • ,x - - 0 _ r ,. r a 2 _ d I i ,I �. _ -- - _,._• BR -- - ...i -'L•--.. _ - � _ _. _� . _.___--- •.. � ,. r,. c, _ -.-�' "` ? � 6 INTERPLAN LLC RESERVES 1 > 1 - - - - , I I I �. -- - ... -,,. x - r 38 'n �Fdj�„� Ir�� ' -G'� fj� I I:i - - - _ .. :. _ , , , ,� -}; a ■= ■� ST r . ST 5T ST ST ST �� ST ST 3'' "., ?a I t I I 13 I2 ,'q,- - f XC30138- t0AU A< nttr & �_ _ . N 0,5. T ; ST �■�� 1-1 . , r� ' ' ... 4 COPYRIGHT &OTHER RIGHTS r+ 1 ,� . - _ rfi �� ,± RESTRICTING THESE DOCUMENTS .Ka 'L y ! 'sr, I , cr a', a a a,K? ' ' i I 5 q . "?.o.. ';� �s - TO THE ORIGINAL SITE OR :; " Y 1 'a� ,�, ,\, "' (�' ' 4 r GRADE r >I ., ,, , .nm°n<a' J 1 x y - _ _.. - f I __ / F}l, FPd F't. Fid ('t,T --ts�5 F1.1 FIS -.. .-- -_ s:,a., r 14 _ 3 _ 2g_>. _. _. - v _ . ' _ -_1. -. el . r� --- PURPOSE FOR WHICH THEY WERE 1•... ., h _ , , �� i _ T, - - - < __ �r -BREAM ...- t F. ,. I _ a. f f -L� 1> PREPARED, REPRODUCTIONS, I1 _3.0.0_._ 30 _ _-. - ----_ -_- _ _, ___ ____ _.___ _.___.__ ....._. _ i - - � �f": '': I , s.6 1>_>I - STD 27 _, - FM ' F„r 32.65t E R ASSIGNMENTS ARE < - F r.1 Fr.1 F:.1�1 FIB! - > M _ _ 32.48f / 30,, 6 31 29,20 i < : r r:: F�.1 4�>._ __�_"_' >) �� G S O 34.57 .. �) ` 18 sa 2 -2), fs• ��r�-ti - t "29,00 _' i �--_-- K, `� CHAN 7 h 9 0 > . 3l 14Ix PROHIBITED. 32.26t t t-r `; T i ; r" ' �S i � 6 33 29.35 29.20 0, y 34 a ,., _ - `S ,'I �' - -- - - �. r }.� - 4 - - . I 12 r za.zt - --- --- w - 5 - 4 _.. } I iv - 2s <_` 37 - J� v4, >U 4 ~ ,>� s, 5 29.85 • , 18 U r' s leo 14 t- 36 3i ' �a i I - -- - __ --• -_- -____ --_- -- ---._ -• _. _-..- _. .. ._ . __.K _ - _ .�... -. 1' .. __-____,.'..._ --•--__...-- ---- - . __ . _ "-- ---- . __ __ ._..... _ .. _ " ___.U„ 4 r < ,�� _ . �� - ILF 1s Is��' �� 0�s%- - `r �, �� EXISTING RCP 11 .; ; ,�_ - . 7 ' .:J . , •,2 it-= �! L /r, '•i 1 ?� ---�.._.- `�1 _... --._�q ... 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AA 004320 ,' HAVE A REFLECTORIZED PARKING BY I_ -i 1-- I 1 _1 _ 4 G p . , CONC, WHEEL STOP . (ENGINEERING GRADE) WHITE DISABLED I- 1 I I, i I - f M . I �.I-�-- - -1- - ��§ ��Ql a, . BACKGROUND WITH BLACK PERMIT � e r FI _....I �. , �, a OPAQUE LEGEND AND BORDER. ONLY _I I I \ fo ;c9 : 4 SHALL _- �z" . . FINE NOTIFICATION SIGN I ._ ! r `�' , ��,, . c� _ HAVE A REFLECTORIZED I r I i1,..: . R . a C° 933 LEE ROAD, FIRST F OR . 'R (ENGINEERING GRADE) WHITE 1_ i ;. , L I- O i.� �. r�l R4,FLORIDA 10'` -i250 FINE = l... _ +_-- r- i---' - I '- » 2» 1 » tj ` . BACKGROUND WITH BLACK OPAQUEC ORD. N0: 321 1 1 3 �q A � ,, 407, 5 08r I i -I WHITE „ ��q s�Op �pe� LEGEND &BORDER. , I-,-... r - F 29.9T24.I-, ; ! THERMOPLASTIC 12 12,.. ; �. F �� 6 :a 1 L.-1. -i. _ .. . I ♦.` � :y _ , . .. CONTRACTOR SHALL VERIFY _:.._ _..,. _�. � Il ,�� �-{:�..�_ I ;; � %' 12` 5 12, ±.,,s. ,`�§J �S } �'� . FINE AMOUNT & ORDINANCE NUMBER. - (TYPICAL) , '" '. �.5 *5. ONE 1 SIGN REQUIRED FOR EACH PARKING 3 I ` s`' �e DIAGONAL HANDICAP O j.c Q SEAL: 4:, .,4., STRIPING . PAVEMENT' SYMBOL SPACE. GEOMETRY AND LAYOUT SIMILAR TO FDOT. INDEX 17346. .. �-I'' -_ ' . rF 11 -� 8" WHITE ® SHALL BE WHITE 6. INSTALLED HEIGHT OF SIGN SHALL BE IN m Ii t L. a I I, T,I 1 #�, c,a 4" C. i.. BEOVEL LIP 2 0 THERMOPLASTIC ACCORDANCE - WITH SECTION 24-23 OF THE MANUAL ON l r rr � r r ' j . _Z { - d 4 `dj co rt T '! K. r, 5 C5 ' 1 w UNIFORM TRAFFIC =11 `` %" 1 _F { r NOTE: FINISHED GRADES OF I_ ,. 1 �.� , }, ; pQF. ti� m PAVEMENT IN HC PARKING CONTROL DEVICES (MUTCD). FIN. GRADE I .1 -> i '. . 5 ,• L _f x I7 ; ' 4:' 5� APPLIED STRIPS OR MAT TO BE APPLIED TO AND ACCESSIBILITY AISLE 7. SIGN MAY BE MOUNTED ON BUILDING/WALL, �7%� ��, E _ ,..._� OT EXCEED 1:50 AT PROPER HEIGHT, IF ALIGNED WITHIN 12'' Y�.� `1 FT- ,` ' -I-� SURFACE OF RAMP PER FLORIDA ACCESSIBILITY SHALL N I , , I I �. . ;:' SLOPE IN ANY DIRECTION. OF CENTER OF PARKING SPACE. CODE STANDARDS. ;, 1 1 - HANDICAP STRIPING NTs 2 HANDICAP SIGN NTs 3 PAVEMENT MARKINGS NTs 4 HANDICAP RAMP Nrs 5 NOT USED NTs KENNET McCOIG P.E. GEOMETRY AND LAYOUT SIMILAR TO FDOT INDEX 17346 3000 PSI (MIN.) CONCRETE FL REG, # 29163 . ■ -- . . ■ ■ ■ ■ ■ ,. l `; } . - - S CON ULTANT: KEY TO TYPICAL PAVEMENT SECTIONS 6" . PLAN SYMBOL - - . # 4" CONC. WALK Zn •Q SIDEWALK w/6 x 6 W1.4 x WI A WWF � 2" TYPES I ASPHALTIC CONCRETE F,D.O.T. SECTION 331 8 STD. 'STL. PIPE io qJOINT SEAL SEE PLAN MIN. MARSHALL STABILITY OF 500 FILL W/GONG, CONC. PVMT. CROWN CONC. 7/8° 'DIA. HOLE �,o . ' ( ) �2 BITUMINOUS PRIME COAT - F.D.O.T, SECTION 300 - TOOLED EDGES �3 8" LIMEROCK BASE COURSE STABILIZED TO FLORIDA BEARING PAINT 1/4" PER SLOPE 1/2 R VALUE FBV OF 75 PSI AND COMPACTED TO 98� OF THE �� PAVEMENT - ( ) 2 FIN, GRADE OR TOP OF c r \ /r �- PAVEMENT MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T-180). 4 , /� /, \ - 0o PAVEMENT. 1/2" EXP. JOINT `r _ 4Q 12" STABILIZED SUBBASE STABILIZED TO A MIN. L[MEROCK BEARING � 6' (CONC. PVMT. r�/�/ RATIO (LBR) OF 40 OR FLORIDA BEARING VALUE OF 50 PSI AND _ 1 ! _ -I . - 4 \,\\,\ , \\ .1 - I. = I I =11 I �I 1► ' I I 1=1 I I ,• . \ a COMPACTED TO 98%. I F=1 I I\ : �i .. II °' 1=1 I El I I I `ram 5 -1 I I 4I, ,I I I I-1.1 ! 8, JOINT FILLER 0 GRASS AREA I - I ' . N (GONG. PVMT.) r' _ r - - - - - - - SIDEWALK III -I 11. Ir- i+i� 10 STD. PIPE (GALV. \ -1 I I- I ' ° 11- NOTES: I-III--III-III-I I I I -III -III -III -I I- 7Q 6 VERTICAL CURB \ (i• I I� REVISIONS: . 1. PROVIDE 2- 4 BARS CONT. . /. . \�\\�\\,,I I -III-III-III-III III-� I I -III -III -I i � II 1I ' NO, DATE REMARKS �. 2. COST OF BARS SHALL BE INCLUDED 6" 6" PARKING DRIVEWAY PARKING I LI o II 4 CONC. FOOTING 18 -3/4 STEEL n ROD - 3: PROVIDE 2=#6 SMOOTH BARS w/ EXPANSION CAPS AT EACH '' II II' 3 01-23-03 CITY COMMENTS EXPANSION JOINT, 20'-0 O.C. MAX. SUBGRADE r 4 01-23-03 COUNTY.COMMENTS NTRACT ON JOINTS SHALL BE PLACED Il. II: 6 03-24-03 CITY COMMENTS 4. CONTRACTION JOINTS - CO 1 NOTE: AT EQUAL SPACES (10' MAX.) BETWEEN NORMAL' EXPANSION EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE DRIVE '�' i'L°I 3/4" (MIN.) MACHINE 12 04-10-03 COUNTY COMMENTS Q 4 05-0 - M WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT ,,i, __ 8 LITO(GALV IZED) II III 1. I. II JOINTS. CONTRACTION JOINTS SHALL BE SAW CUT IN THE AN 1 7 03 COUNTY CO MENTS . UPPER 12' O.C. MAXIMUM. :: -L--� . NG APPROX. II I. I. ` PLAN SYMBOL 1/3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMENT. . II o I. EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL `� �` r/r6 5 }'-6 5. ENDS OF VERTICAL CURB SHALL TRANSITION FROM FULL TO BE SET 1/8" BELOW TOP OF WALK. 7 . ZERO HEIGHTS 1N 3'. x SCORE MARK (1 ' DEPTH) SHALL BE 4' (MAX,) O.C. 1 2 3 4 . DIA. MONOLITHIC CURB TYPICAL PAVEMENT NTs 1 l BOLLARD NTs . '' 0WHEEL-STOP NTs 7 6" VERTICAL CURB NTs 8 NTs 9 CONCRETE WALK IVTs 10 AND SIDEWALK 3000 PSI MIN.) CONCRETE SECTION 3000 PSI (MIN.) CONCRETE ■ 3000 PSI (MIN,) CONCRETE ■ 3000 PSI (MIN.) CONCRETE ■ ( ■ ■ ■ 1 ■ 3'-4" 2'-4" USH IN SET COVERS FL MANHOLE FRAME ' o_ 2" t t" I t' 2" PROVIDE MIN. OF 2" COVER KEY TO TYPICAL PAVEMENT SECTIONS PAVED AREAS. sTORM'R IMPRI 2 t/2" OVER PIPE THRU CURB OR WALK NTED SILTING BASIN oo `�' \ I-= I _I I- 1/2" EXPANSION JOINT r i POST GEOTEXTILE q e o �_ PAVEMENT Qj 1 FC-1,-F.D.O.T. SECTION 337 \ SEE NOTE 1 MATERIAL / R CONC. WALK 0' 2 i/4" 2'-0" 2 I/4" A 6, L o m . T ND M _ 1 1 °- - - - - w �2 2" TYPE S-I ASPTALTI TY OFCR500 F.D.O.T. SECTION 331 . SEE NOTE 2 0- 2' o. EX[S ING GROU .- FRAMES BEDDED _� �- $" ;,, �, a a .F2 w MIN. MARSHALL S ABILI # 1N MORTAR WELDED > w 12" OF GEOTEXT[LE WIRE MESH I -I I - - w Q EROXY COAL TAR a ao STRAW BALES AS ��=�}I- Q 3 10" LIMEROCK BASE COURSE STABILIZED TO FLORIDA BEARING COATINGS . �. .. I .. . ,� ..�I I7. .I" . . �I � ,. ' . . z� .I. . ...I AL .,/ ..I- ... � .,. .. .I .- .. . ..11 - :I . '. I" - . . . . -I. .�_-;.. .�`4 -.. ?Z-R- I,_.,- .e - I. .-I. 1..0 I .". . I I . _.. .. I � . *.,� . 1 .1. jsI.1I . L 4-%.(1�I 1sI. . .\ . � .I ,I . w. � . I -.. .I I :I I I1. . ,� 4. -.1* ���.1,,..1-1�",.I, _1I .�-1 I .1 .- .4F. I. A . . "A ,I. . II I�I . . - � . _. .. . -f� I* . I - ��I..; -I"I ), ? 4 - -:III.;, . I I .-� ." �.I1..- - ., � .II_ - t _ '.� ,I� I ,_�, I . I(AI.I �.I. ,6 I. � .* "I I .: I. z �I �.I-. I. \.. I . . . I I I. . I . .. I . . .. I. . .I I . . ,I .(.. . lI.0D� . . �i� . ..I . I I � . . �. I I �. . .� � .-q�4�..- I.--,\.. / - �' E� C--I I' -'.> ..I, .. .-%. I , �.. I 1 I- -_ I I . . 7/ I� _I- I.7I�/ MATERIAL TO BE " - a VALUE (FBV) OF 75 PSI AND COMPACTED TO 98% OF THE REQ'D. W/ 2'x2 ' 2' 2 -4 4" PVC PIPE I I I -I I `Q z MODIFIED PROCTOR MAX. DRY DENSITY AASHTO T-180). PRE CAST TIED INTO GRADE WOOD STAKES PAN �� z a ( REINFORCED . '. . -..I. .�I -- ".". . I. *II . . �.. II . � , * . ...,. .I . . I I "/�I� - :I(. I�. .1..1,. � IIDI %I I -�.. .;� II -III . . . (� I-1 I ��10„d :0 4� 12" STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING CONCRETE I � GROUT AS NEEDED_ EEDED 4` 3'-4" - 1__ mil{ RATIO (LBR) OF 40 OR FLORIDA BEARING VALUE OF 75 PSI AND FOR POSITIVE FLOW - RISER SILT BARRIER FENCE sTRAw BALES " " 1 r 2 1/2" 5 3/4 . 2 -0 _1 5 3/4 / TYPE C S ECT I 0 N A -A COMPACTED TO 98�. FINISHED GRADE - • 5" MIN . 10'R. 2 -0' . TOP OF SUB -BASE PAVED AREAS CAST IRON GRATING P STRAW BALES L GRATE APPROX. WEIGHT 235 LBS 6x6x#10x#10 E.W.W.M. 6" MIN PINNED TO BERM 2". SCORE MARK A R/w t2 SILTING BASIN v, 14 EAST d . w 2"CL 21 V . N EXISTING PAVMENT PROPOSED PAVEMENT 4' SHOULDER 16' - I I _ I 2"x2" WOOD I STORM STRUCTURES 24• 4I1 18" MIN. STAKES , 36' 12' (STABILIZED) • a. PRE CAST REINFORCED 1 L..- _ NOTE a ...2 ',: a .,� A.. MONOLITHIC BASE • �• _ - INLET W/ STRAW BALES STRAW BALES SHALL BE 4 ® 4' , a. - a 2' MIN. EXISTING GROUND • - " = - -_ - _ = = 9' BEDDING ROCK AMSOUTH REMOVED PRIOR TO PLACEMENT m ' • ..' 12 O.C. _ _ _ _ 1.0°6 . . II I I -I 11 d I I1=I III- I I=I 11=III-I I- 2.07' 3.0% OF ASPHALT PAVEMENT AND 3000 PSI CONC ool I I- - I I. - ram, 6.0% - N . PLACEMENT OF SODDING -III=I I I I I=I I=III-III I ��` BERM W1 STRAW BALES A AND OP N SPACE. SECTION A -A �- "'T'' 4 (M<`X'I I. IN UNPAVED.AREAS TOP OF FRAME SHALL BE 2" ABQVE FINISHED GRADE Sw LES E DTI _-_- I-i I- I 1 I=I ��� EXISTING r4-- ' . , BAN K - NOTE ALL IN PAVEMENT STRUCTURES -III=IIIa�II- T 1- GRASS - 2 ALL INPAVEMENT STRUCTURES MUST CONFORM TO HZ0 LOADING STANDARDS THE CONTRACTOR SHALL PROVIDE EROSION CONTROL PROTECTION MUST CONFORM TO H2O LOADING 2\ X 2 11 ANGLE A MEDIAN 12 1 3 25.FL-C,D • ALONG THE PERIMETER OF THE LIMITS OF CONSTRUCTION AND/OR STANDARDS.. SEAT 2 SIDES) 2 EXISTING DITCH AS DIRECTED BY THE CITY/COUNTY ENGINEER. SEAT (2 0 8 O.C. 4" PVC DRAIN PIPE THRU CONC. WALK OR CURB 4 4477 W. 1 ST STREET 13 TYPE "C" INLET NTs 14 ROOF DRAIN NTs 15 DECEL LANE PAVEMENT SECTION NTs 1 b STORM MAN HOLE sAI�FORo, F� 12 EROSION CONTROL - NTs . (REF: FDOT INDEX 232) _ ■ ■ ■ ■ ■ ■ BEVELED OR ■ ROUND CORNERS COPYRIGHT © 200 FRAME & SOLID LID. NEENAH NO R-1974-A r SOD IL-- - - - - - - - INTERPLAN LLC RESERVES KEY TO TYPICAL PAVEMENT SECTIONS . (ROUND) OR APPROVED EQUAL, WITH CLEAR FRAME & SOLID LID. NEENAH NO R-1974-A I� - I .. .-:0_I..�:I,"I . I. '� L". I.1�".'111.2 �.1L.` �,� . ",.1..1, �. ,'.,l.� ,L,,L �"....',, , .I� I , . 1�' L. L. . -. 1 T_',__ �.�. I ,.�..I1 :.1I.�., I . I .L. ,I..L�' I .. . :iI I . . . L II OPENING EQUAL TO PIPE I.D. (ROUND) OR APPROVED EQUAL. WITH CLEAR ' � t.5' R I ( - J P N N UAL TO PIPE I.D. _ - � �t 1 FC-1-F.D.O.T. SECTION 337 0 E I G EQ - - - _- - - 1 FINISHED PAVEMENT TROWEL -FINISH .� I ��> I - - F.D.O.T. SECTION 331 - - - o0 A2 2" TYPE S I ASPHALTIC CONCRETE. F.D.O.- - - --_. - m MIN. MARSHALL STABILITY OF 1500{�. WHERE REQUIRED FINISHED GRADE FINISHED PAVEMENT TROWEL -FINISH - 3QL j I WHERE REQUIRED FINISHED GRADE \ D TO FLORIDA BEARING.\�\�\�\.' a_ 10" LIMEROCK BASE COURSE STABILIZE .4. .,• . \\r\ \/�\, I ,�, SOD VALUE (F777, BV) OF 75 PSI AND COMPACTED TO 98� OF THE ' • • • • • • • • " r ��mzxmo/ /\\�\�\ L--------- -- --J MODIFIED PROCTOR MAX. DRY DENSITY' (AASHTO T-180). . . '.. \\r \/\�I, . . . 0 4 12 STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING _ SEWE r �� CONC, SLAB .3" OR 5 1.4x .4 12 CONCRETE 45' BEND '/ REINF. W/ WWF 6x6 WI.4xwl.4 PLAN RATIO LBR 'OF.40 .OR FLORIDA BEARING VALUE OF 75 PSI AND 6.. Z. COMPACTED TO 98 COLLAR 6" THK. w WEST z 12" CONCRETE j m 4, OD A c . E o P . COLLAR 6' THK. 3" OR 5-1 / T2:1 e 14 PROPOSED PAVEMENT EXISTING PAVMENT ' ' DEEPEN AROUND -�__ PROPOSED MEDIAN; 12' 36' Q OUTSIDE EDGE OF CONNEC .. > PIPE FOR 5-1/2' o- SADDLE CURB PER FOOT SLAB HDPE INDEX 3_/ �_ - + DIMENSIONS AND OUANTITIES D A B C E F 0 SING,t F IDOUBLEITRIPLEQUAD, PIPE I PIPE PIPE 1 1. 2 2.18 4.1 2. 5 1,22 4.63' 7.2Y 9.79 18 1.97 2.74 4.71 2.56 61 1,41 4.92 7.75 10.58 24 2.06 3.85 5.91 3.56 7 1.73 5.50 T 9 2' 12.33 30 2.15 4.95 7.10 4.56 8 2.00 6.08 10.33 14.58 36 225 6,08r 8.33 T56 9r 2.24 6.67 11.75 16.83 2:1 42 2:34 7.21 9.55 6.56 0 2.45 7.25 13.25' 19.25 SLOPE 48 2.43r 8.33 0.76 7.56 11 2.6 7.83 4.58 21.33 0 2 10.56 66 2.71 1 i .68 14. 9 10.5 15 3.18 9.58 18.75 27.92r 72 2.80 12.80 15.60 11,56 16 3.30 10.16 20.16 30.16 ' 15 ' 2.27 4.09 6.36 4.03 8 I. 2 4,63 T21 9.79 18" ,36 5.12 7.48 5.03' 9' 1.41 4.92 7. 55 10.58 24 30 2.53' 2.70 7.18 9.25 9.71 11,95 7.03 9.03 1 V 3 1.73 -2.00- 5.50 6,08 8.92 10.33 12. 33 14.58r 4:1 36 42 2.87 3.05 11.31 13.37 4.I8 16.42 11.03 13,03 15 17 2.2 2. 5- 6.67 7.25 11.75 1Y25 16.83 9.25' SLOPE 48 .22 15.43 .65 15.03 9 6 8 4.58 - 0 .56 9. 3 5. 25 3.18 9.58 18.75 27.92 2"- 2. 2659' 27 3.30 10.16 20.16 30.16 COPYRIGHT & OTHER RIGHTS 44" MIN, RESTRICTING THESE DOCUMENTS I TO THE ORIGINAL SITE OR TACTILE SURFACE PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, pQ� CHANGES OR ASSIGNMENTS ARE , , I -N, PROHIBITED. . . 11 PROJECT NO: 2002.0093 r\ATr. 1 i 1 1 nn 4 j 0 INTERPLAN ■ N BEND 16 SCHEDLS E FOR MRUST BLOCK AFMAS -- I PIPE 99 n-117 11-1/ FEE 4 OE999 7ZE — — — (sq (SQ FT) (50 m PO FT) C4 m In) 10 K TO BE MWLETED V VU-BEA a BUD NW GR53 m SCHEDULE OF DIMENSIONS AND MATERIALS - PIPE FIE RODS REQ'D SIZE (INCHES) A a C. 0 NO. j "SIS Of LFA. PER So. RESTMNT W SEE. NOTE 0 . to K COMPLETED BY EHOIKEEP DIMENSIONS DU. NOTE: THRUST BLOCK AREAS To K COWWED ON R. SOIL (l.aoo WIN) YEA1tlNC. BANK 25,FL-C.D 4477 W. 1 ST STREET SANFORD, FL COPYRIGHT 2002 a BUD NW GR53 m SCHEDULE OF DIMENSIONS AND MATERIALS - PIPE FIE RODS REQ'D SIZE (INCHES) A a C. 0 NO. j "SIS Of LFA. PER So. RESTMNT W SEE. NOTE 0 . to K COMPLETED BY EHOIKEEP DIMENSIONS DU. NOTE: THRUST BLOCK AREAS To K COWWED ON R. SOIL (l.aoo WIN) YEA1tlNC. BANK 25,FL-C.D 4477 W. 1 ST STREET SANFORD, FL COPYRIGHT 2002 DIMENSIONS DU. NOTE: THRUST BLOCK AREAS To K COWWED ON R. SOIL (l.aoo WIN) YEA1tlNC. BANK 25,FL-C.D 4477 W. 1 ST STREET SANFORD, FL COPYRIGHT 2002 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE DIP: CL350 — 4" 6" 8" 10" 12' 14' J6" 18" 20' 24' 90- BEND 22 29 37 44 52 - 65 45' BEND 10 12 15 18 21 - 27 22-1/2* 13END 5 6 1 1 7-.-- 9 1 10 - 13 I I — 1/4' BEND 3 3 4 4 5 6 PLUG OR BRANCH 45 60 44 94 109 1401 1 1 OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH H TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED, 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: * TYPE OF PIPE: --R—[P— * WORKING PRESSURE: --P.S.I. * SOIL DESIGNATION:_ * LAYING CO4D1TIONS:_____ s TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE DIP CITY OF SANFORD 1999 FIG. 1 04B CONSULTANT' • REVISIONS: NO. DATE REMARKS. /A INIERPU-MA LU_ 1,COCI'VCO COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS'' TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS,. CHANGES OR ASSIGNMENTS ARE - PROHIBITED. AMM11 H l 999 APPROVED ITV DETOO 1 DATE OF SANFORD UTILITY STANDARD DETAILS M. CRUMPTON PE • CHECKED -7 0 SANFORD _C! Ty F DE-TAILSNTS -0 MODIFIED*. ■ PLOTTED: MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE PVC:C-900/905 --- 4" 61' 8) 101 1.2 14 16' 18" 20" 24" 90' BE D 33 44 56 66 78 98 45* BEND 15 18 23 27 32 41 2 . 2-1/2* BEND 8 9 11 14 15 9 li—l/ 4- 5 5 6- 6 8 9 PLUG OR BRANCH ,OF TEE r688. 9 0 6 6 � 141 AMM11 H l 999 APPROVED ITV DETOO 1 DATE OF SANFORD UTILITY STANDARD DETAILS M. CRUMPTON PE • CHECKED -7 0 SANFORD _C! Ty F DE-TAILSNTS -0 MODIFIED*. ■ PLOTTED: MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE PVC:C-900/905 --- 4" 61' 8) 101 1.2 14 16' 18" 20" 24" 90' BE D 33 44 56 66 78 98 45* BEND 15 18 23 27 32 41 2 . 2-1/2* BEND 8 9 11 14 15 9 li—l/ 4- 5 5 6- 6 8 9 PLUG OR BRANCH ,OF TEE r688. 9 0 6 6 � 141 I - ., I - - ARCHITECTURE ENGINEERING '.: INTERIOR DESIGN, PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 ` PH 4107. .5008 F a 2 .9.124 I SEAL; - vi CONSULTANT: 'i IU1 I T Uf JAM UKu I l y7� I r lv. I I ,... ,. I -- ■ ■ ■ s THICKNESS (INCHES) MATERIAL. - .MANUFACTURER DIAMETER . (INCHES) I HEIGHT (FEET) 3-6 7-12 13-20 21-25 26-35 48-53 54-57 58-60 . 51-.66 67-72 a io N .7 YZ Y 1 O Z O O W W (Yy L1 1 1 F ~ U 6 6'! k W w (/� 0 gn Y O n Q H MOuuI YY7 O /1 f �YY t O N ✓1 ♦ N .O 1� YO T � Z I AMSOUTH BANK 25.FL-C'.D 4477 W. 1 ST STREET SANFORD, FL COPYRIGHT © 2002 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 I PROHIBITED. 1 IL _Ci IT ARCHITECTURE ; ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT'- AA 004320 CA WO 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA " 810 PH 407. 08 X 0 29.9124 SEAL: rr- c�9 . CONSULTANT: c< CITY OF SANFORD 1999 I FIG. 401 I CITY OF SANFORD I y y y I F Iv. wvi— I s _ i . i YAWS SCHEDULE 40 GALVANIZED DOUBLE CHECK OR RIGHT or WAY LING --`� -'{ -uwiT3 ! UTlulr usoNulT SCHEDULE 40 GALVANIZED �plcp SLAB PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR PIPE AND FITTINGS OR REDUCED PRESSURE DEVICE DOUBLE CHECK BACKFLOw 1 SCHEDULE IT PVC PIPE R REDUCED PRESSURE DEVICE SCHEDULE 80 PVC PIPE R 2"METER PREVENTER ASSEMBLY I enAss (NOT REQUIRED WHERE RECLAIMED AND FITTINGS REVISIONS: DOUBLE CHECK OR WATER IS UTILIZED) AND FITTINGS REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS W ED) SCH. 40 GALVANIZED BALL. VALVE FOR 2 APPROVED BY THE CRY (Z REQUIRED) TEt W O.S. dT Y: RESILIENT (z REouwEo) rr wA PIPE AND FITTINGS NO. DATE REMARKS INCHES AND BELOW DOUBLE CHECK OR SEAT GATE VALVE. PROVIDE tENPORARY - (DOMESTIC AND OW -1 REDUCED PRESSURE ZONE (2 REQUIRED) e- PRESSURE GAUGE "SUPPORTS AS REQUIRED. (DOME ONLY. 2 REQUIRED) DETECTOR ASSEMBLY AS B'o' MIN. UNION UNION METER BOX AND LID UNION UNION APPROVED BY THE CITY TEST COCK (TYP:) OATEI METER BOX AND LID TO BE FLUSH WITH �. WAIN YANK 4 I/ETCR a srrwNER FINISHED NISHEDLCRADEITH FINISHED GRADE. 7 _ - o (SEC NOTES 9-10) RODS ON D.I.P. RISER (TYP) s'o_wl. _•°" �` SHUT. OFF VALVE - 12' TO 30" 3/4" HOSE[3188 . TEST COCK (TYP.) DIELECTRIC UNION FLANGED SHUT OFF VALVE 2 REQUIRED) FL BEND 4" CONCRETE SUB 12" TO 30" 12" TO 30" W/VACUUM BREAKER ABOVE ` ABOVE THREADED ( Q ) WITH NO, 6 x 6 ABOVE GRADE GRADE 2• SCHD. 80 PVC rF (2 REQ.) 12' SPo0L.P1[CE GRADE I CURB 4" TO B" FINISHED 2" SCHD. 80 PVC.- PRESSURE CAUCE NIPPLE (TYP.) a - BO' BEND _ ; a W10 x W10 PR SS RE ZONEoDETEc oa° _ CURB 4" TO 6" FINISHED - (2 REQUIRED) WIRE MESH GRAD iLA11GC0 "P TO Yr►A33 . ASSEMBLY AS REQUIRED BY GRADE iV b THt CITY DOUBLE STRAP SADDLE n SLOPE SLOPE �24" 1/2' ►REFORMCD JOINT I 'll I - SLOPE ' '•e SLOPE FINAL GRADE �: 1 1/2 PREFORMED JOINT wrteAA BETWEEN MPEaAiao)slutxt SCAT VALVES AND CONCRETE SLAB ( " •'� 2" CORP. STOP A S ABL PIE MATERIAL BETWEEN sa FLANGED SEND 2" CORP. STOP 36" MIN: COVER tippRT' SCANpSPIPE AND CONCRETE SLAB (TYP) Roos ON O.I.P.oTRRISER 1' CONCRETE SLAB M1M 36' MAx. I EXISTING O g NEW WATER LINE No,WIRE e a e, 010 a WIO SLOPE L WATER LINE TO MIRE Id3l1 - SLOPC FINISHED GRADE " 90" BEN ) r • ..•.. ; f.,. TO FRou � D (2 REQ.) SERVICE •:.,.•. :�..,;•: •_..- .•. METER FROM , N urc I METERVL _ FLOW MAIN - - SERVICE VALVE sa W ND (2 REQUIRED) THRUST COLLAR RODDED TO CURB STOP THRUST COLLAR RODpED TO 90' BEND. OR AS REQUIRED use to stRvlcE CURB STOP ' +" 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS THRUST coLLAR IN ROODED To +- SERVICE LINE SERVICE LINE f0• BEND OR RESTRAINED ADJUSTABLE nPE APPLIES ONLY IF IRRIGATION METER HAS REQUIRED BY THE CITY To VALVE As REQUIRED SUPPORT STANDS THRUST COLLAR Ra000D To SEPARATE TAP TO MAN. IN MOST CASES JkN60M s` Y i 2 INCH AND BELOW ASSEMBLY 10' BEND OR TOTALLY CORP, STOP � TIE-IN VALVE MUST :3E CLOSED AND BY THE CITY N93iS: RESTFwHEO AS REQUIRED -�--- CORP. STOP THE IRRIGATION METER WILL BE PARALLEL y 3 INCH AND ABOVE ASSEMBLY 1. ALL PIPE AND FimNos, IuttItTAL$ LABOR. AND APPURTENANCES Iry THE CITY TO THE HOUSE METER AND OFF OF THE RLOCKINGEMAIN LOCKED. CITY TO PROVIDE SHALL BE sDPPUw BY AT RIALCOHS,ACTOR. F DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. DOUBLE STRAP SADDLE OPERATE�NECHANIYN. VALVE WILL BE OPERATED BY CRY PERSONNEL ONLY. NOTES: N _ 2. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE RESTRAINED JOINT TOR -FLADUCTAG IRON PIPE. ABOVE GRADE JONN I3 t, SUPPLIED BY THE CONTRACTOR. SHALL OL FAcrortr-FtANCEO• WATER MAIN WATER MAIN DOUBLE CHECK VALVE 3, THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND NOTE: . A PIP AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED DETECTOR METER ASSEMBLY (MINIMUM) INSTALLATIONS vnrH BYPASS. . 2. ALL E SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). �. vAivts slue BE CHAINED cwstD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, 1'0" MIN s. THE ABOVE oRouwo ernA s LJt1E SHALL BE SIZED FOR FIRE FLOW ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. 3. ALL .PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT BALL VALVE RCOUIREMENTS. NOTES: DUCTILE IRON.PIPE.. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 5008). ! NOTES: B. ALL FIRE LINES SHALL BE A MINIMUM Of EIGHT (e) INCHES 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND 4; VALVES SHALL BE CHAINED CLOSED.(FOINTSIGURE SHALL B REQUIRED) OR As APPNovtD BY THE FIRE DEPT. 1. A POSITIVE DIELECTRIC. CONNECTION SHALL BE MADE BETWEEN ALL. GALVANIZED AND 5'0" MIN BRASS COMPONENTS. BRASS COMPONENTS.- - - IRE DEPT. FIGURE SOOB). - - 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE S. ALL FIR LINES SHALL AS APPROVED BY THE F ( PROTECTION Usts AND BLACK FOR ALL OTHER USES. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, ` _ 2. METER SHALL BE INSTALLED BETWEEN. SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL li BE INSTALLED IN SIDEWALK 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED' FOR FIRE PROTECTION USES e. A DATE VALVE SHALL BE INSTALLED At THE ASSEMBLY'S OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. AND BUCK FOR ALL OTHER USES, cownecTlal Polnr to THE RAin. OR OTHER PAVED AREAS, - ASSEMBLY'S CONNECTION POINT e. DUAL DOMESTIC -FIRE FLOW MASTER wETEPS SHALL BE J. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BUCK 7, AGATE VALVE SHALL BE INSTALLED AT THE A THE COMPOUND MESTIC TYPE . 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. TO THE, MAIN. (FIGURE 500B) CONCRETE SLAB EXTERIOR ENAMEL. 10. DOw:SIIC WATER MASTCR MCIERS'SHALL BE EITHER COMPOUND 2'O" MIN OR NUNE TUBBING TYPE As DETERNINED FROM THE PROPOSED 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. ABOVE GROUND DEVICE WITH USAGE IN ACCORDANCE NITH APPENDIX 'D" OF THE UTIU11E5 DETECTOR BYPASS MANUAL IRRIGATION METER PRESSURE VACUUM BREAKER OR DOMESTIC METER AND DOUBLE CHECK VALVE oR TEMPORARY JUMPER CONNECTION DOUBLE CHECK OR+REDUCED PRESSURE ZONE DETECTOR ASSEMBLY DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY DUAL DOMESTIC FIRE�FLOW DOMESTIC WATER MASTER METER ASSEMBLY REDUCED PRESSURE ZONE ASSEMBLY REDUCED PRESSURE ZONE ASSEMBLY OA 19.99 FIG. SOOB CITY OF SANFORD 1999 FIG. 501 CITY OF SANFORD 1999 FIG. 502 CITY OF SANFORD 1999 FIG. 503 CITY OF SANFORD 1999 FIG. 504A CITY OF SANFORD 1999 FIG. 50 CITY OF SANFORD AMSOUTH DISINFECTION R Before being placed In service, all new water maim shall be chlorinated In accordance with the specifications BANK TEMPORARY JUMPER CONNECTION NOTES: g below and the procedures outline In AWWA' C-651 Standard Procedure for Disinfecting Water Mains". All provisions of the Florida Oepartmenf of Environmental Protection permit shall be complied with. - 1.- A lemporory jumperconnectionIs required of all connections between existing � _ - � ' € active water mains and proposed new water main Improvements. 25.FL-C,D 2. The detail above Is to be used for tilling any new wale main of any size from WATER SYSTEM TESTING: ' existing active' water mains and for flushing of new main& up 19 8. INCHES IN Hydrostatic testing shall be performed at 150 pounds per square Inch pressure, unleaa 44Z1 W. 1ST STREET DIAMETER (2.S,,FPSminlmum velocity) and far pulling bacteriological samples from any - ofhervlsa approved by the City, for a period of not less than two (2) hours. Testing shall be In new water main Of. any size. The jumper. connection shall be: maintained until after filling.' _ accordance with the appllcoble provisions os set forth In Section 13. AWWA Standard C600 for AA' -I - -flushing, testing and dL+Infection of the new main has been successfully completed and duclible Iron pipe and AWWA Manual Number M-23 for PVC pipe. SANFORD, FL t elavrance for use from the Florida Department of Envlronmenlal Protection (FDEP)_ and _ clear Pertinent se from s have been received.' The Jumper connection shall also be used to The testingy procedure shall Include the can application a p m the spa sups pressure a minimum pressure of 20 pal In the new mains otter disinfecllan and until the to the iesl system, far the two hour period, by way of a pump taking supply from a container suitable for measuring water loan. The amount of loss shall be determine y measuring the .. FDEP clearance letter Is obtained adequate Thrust blocking and/or restraints shall be volume displaced from sold container. Should the lest Lail, necessary repairs shall be ■ , provided temporarily, as required. Pipe and.11Hingp used for con the new pipe to the accomplished by the contractor and the test repeated until within the establishad limits. The .xJding pipe }hall be disinfected prior to inslallalion In accordance wflh AWWA C551, contractor shall furnish the necessary tabor, wafer pumps, gauges and all other Items required to 1992 edition. The. bopping sleeve and The sf exterior of .the main to be tapped shall be conduct the required water dfatributlon system and perform necessary repairs. COPYRIGHT © 2002 disinfected by spraying or swabbing per section II of AWWA C651-92. - - . 3: flushingof 10 tnehaa In diameter and larger water mains may be done through the B.-in COPYINTERPRIGHT LLC RESERVES COPYRIGHT &OTHER RIGHTS valve ndeY very controlled conditions. The following procedures shall be followed; - A..The thin v,olvse shall be operated and pressure tested In the presence of the utility company and engineer to verify water flghlnoss prior to Ifs -In. Valves which are not RESTRICTING THESE DOCUMENT water tight', shall. be. replaced with a new .valve Installed.Immediolaly adjacent to the - teaWng ralYe TO THE ORIGINAL SITE OR B: T 1. temporary jumper connection shall be constructed as dalollad. The jumper CAUTION PURPOSE FOR WHICH THEY WERE connocllon shal be used to 1111 the new color main and for proridiny Water for boo- . connection sampling of the new main as required by the FDEP permit. PREPARED. REPRODUCTIONS, - CHANGES OR ASSIGNMENTS.ARE e Flushing ah�gll not be attempted during peak demand hours of the existing water mains. MODIFICATION OF THESE DETAILS BY NON —CITY PROHIBITED, • All downstream valves In the. system must be open prior to opening the tie-in Volvo: - - OF SANFORD PERSONNEL, OTHER THAN THE • Provide for and monitor the Pressure In the tie -In point. , The pressure in the existing - main must, not drop below 35 Pat. ' FILLING IN OF BLANK INFORMATION LOCATIONS, •. The He -In solve shall be opened a few turns only, ensuring a pressure drop across the - - .. _ valve Isgreaterthan,D poi. '� .� SHALL RESULT IN THE WITHDRAWAL OF THE C. The tie-in Volvo shall be locked closed by the utility company until flushing begins. UTILITIES DEPARTMENT'S APPROVAL OF THE of D, The i oltlbenVolvo dlnctedsbylbe the ut�ty company ned only rand observed lby the engineer. ihe procedure SUBJECT ENGINEERING PLANS. E. After Iiuehing, the Ile -in vcivs shall be closed and looked In the closed position by the utility company.... - - - 4, Tha contractor: shall provide documentation demonslroling that the double chock backflow + " prevention device has been iesied and la In good working order al the time of Installation. _ - 5, Except as required to flush lines of greater Than 8 Inches in diameter, the tie -In valve $boll remain closed and shall be locked in the closed 'position by the utility company. The tie-tn vgiva aholl remain locked closed until The new system has been cleared for use by a >..+ FDEP and all :other Pertinent agencies. 6. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the - - PROJECT NO: 2002,0093 oonlraolor sholt, remove the tam porary jumper' connection. The corporation dope are to be _ _ _ _ _ _ closed and plugged with Z Inch brass plugs. DATE: 11-11=02 7. All Installation and molntenance of the temporary jumper connection and associated ' - backflow prevention device. fittings. valve. Bic. shall be the responslbllity of the contractor. TEMPORARY JUMPER CONNECTION. WATER SYSTEM TESTING . AND DISINFECTION v -,•. DATE APPROVED f CITY OF SANFORD 1999 FIG: 507 CITY OF SANFORD UTILITY STANDARD DETAILS 1999 M. CRUMPTON PE DET003 CITY IOF SANFORD 1999 FIG, 504E CITY OF SANFORD DETAILS M. JOB FILE // SHEET Case II �, 3 Case I ..Side Street Crossing (MODIFIED) NUDIFIED) 700-40-1 1-" o Mid Block Crossing '°°'°-` 24'xtB' 30'x30' - - -. - - -- - - - - - - 700-,0-1 SEE SHEET S-2 FOR INSTALLATION REQUIREMENTS _ - - SEE SHEET S-2 FOR v7_3 INSTALLATION REQUIREMENTS - - - - _ v10-2 ASPHALT PAVEMENT 250 24'xt8' EACH INTERSECTION. <MODIFIED) EACH INTERSECTION. b� 7oa-+o-t Z (MODIFIED) :OP SIGN 7� +o t 24x19' TOISREM�N PAVEMENT MARKINGS - - NOTE: ATOPT BAR +60 INSTALL -� b RELOCATE 70p_4p_I (PAVED ROADS ONLY) 250' STOP SIGN 30'x30' 500 LF 6" RS-3 Rt t DBL YELLOW 700-40-1 O z p - I j 700-10't 700-10-1 NI (PAVED ROADS ONLY) z4 x24 . I I te'xl6' 30'x30' RI-t I - - I 24' WHITE 700-I TYP LIIil1tI1 lB'xte R4-3 I 700-10-I z o in o I a Rt-t 700-4D-I to 7D0-+o-I 190 ♦• STOP SIGN AT THIS �g�4r �S� LOCATION ONLY REQUIRED. � •� :'-1 1 I I 1 1 1 1 200 LF 4 DBL YELLOW — 200 LF 4" 24'x24' DBL YELLOW I 18'xl8' — — WHEN MULTI-PURPOSESEE VlIA-2 SHEETPATH S P2ESENTFOR LOCATIONS. 200 LF Rrt08L YELLON I . - - I 700-40-1 I 30'x30' I LANDSCAPED MEDIAN b 200. le'x19' I DO NOT 1 11111NO. I I BLOCK CRIO-7 TRaI (MODIFIED) 200' iv - 12' WHITE 0 Z RS.-3 I I 700-40-I 24'x18' 24'x24' I I � Vll-2 IB' YELLOW TYP 200 LF 4' 700-+0-t - 24" WHITE .TYP 10' CC 045' DBL YELLOW - 30'x30' DIRECTIONAL ARROWS I ( v11A-2 Case III .. Rto-7 • RI-1 ► a - 700-40-1 I 30'x30' Minor Driveway Crossing 700-40-I lON 00 700-40-t 2, x10' 30'x30' — V3-IA 700-40-! I CI a r I - ; !Vll-2 o -� 1 j . R1-2 Too +a -I 19 xte _ Z BS-3 10 —1 d01S > 7Do-,a-1 700-40-t 18'x10' 7 f g 700-,0-1 24'x24' _ - SEE SHEET S-2 FOR INSTALLATION REQUIREMENTS I 24' WH17� 24'x24'x24' 30'x3o — — 500 LF 6' - �N 11117777 I DBL YELLOW EACH INTERSECTION. 6 CONTRACTOR SHALL CONTACT COUNTY.5 (PAVED ROADS ONLY) AUTHORIZED REPRESENTATIVE FOR APPROVED LOGO, SPACING, FONT, COLORS, ETC FOR CUSTOM TRAIL SIGN 60 DAYS I I - vH-2 - - Rt 2 —1 ' 1 (1 1 1 1 PRIOR TO INSTALLATION. 700-40-t 30"x30' - 24'x24'x24' E ``, 12'. WHITE SIGNING & PAVING MARKINGS BOTH DIRECTIONS) YIELD SIGN AT THIS (TYPICAL I I 70o-4o-I IY 24'48' LOCATION ONLY REQUIRED WHEN MULTI —PURPOSE PATH IS PRESENT. SEE SHEET S-2 FOR LOCATIONS. Too-+o-t Rt-2 24*1 WHITE i 30•x30' NOTE: OLD POST ROAD AT STA 581 +80 IS THEREFORE NO 700-+D-t [m STOP 24'x24'x24' I I Rto-7 A PRIVATE ROAD DO NOT PAVEMENT MARKINGS OR SIGNS SHALL BE INSTALLED OUTSIDE THE TRAIL R/W: Rt_I BLOCK 1700-40-1 TRAIL 700-,o-I SEE SHEET 5-2 FOR MARKINGS AND SIGNS REQUIRED ALONG OLD POST ROAD. 2+'x18' NOTE: STOP SIGN & BAR NOT REQUIRED AT ALL LOCATIONS. SEE.SHEET S-2 FOR LOCATIONS. REVISIONS - NAME DATE NAME - DATE - SEMINOLE COUNTY Detail Sheet DATE BY DESCRIPTION DATE BY DESCRIPTION B BY ENGINEERING DIVISIgN SHEET - Seminole Wekiva Trail . APPROVED BY: SUPERVISED BY: . - DATE: NTs CHECKED,��� SEMINO 'LE COUNTY PUBLIC WORKS SEMINOLE COUNTY TRAIL DETAILS d ■ ■ MODIFIED: . ■ PLOTTED: , l' + aINTi 1 +� _ � A I '�� ter`,• �� � 1 ��.,'1��Illlllllllilllllil� �� / 1 GRADEGREWPREVIOUSLY, ABOVE FIN. GRADE) LAYER3" MIN. MULCH MIN. DEPTH OF 12" PREPARED PLANTING SOIL1' GRQUNDCONER r�!BED, \��� • _may �,' " e I° ����/�\\� GRADE PREPARED PLANTING SOIL AS I�`%�`% IIIIIIIIIIIIIIII,IIIIIIIIIU �;��; SPECIFIED 1SHRUBS 1• GROUNDCOVERS ARE USED IN TAMP. TO PREVENT BED IS TO BE , TREE PROTECTION NOTES PLANT LIST U . I[yT�lf , i 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED ,BY SITE BOTANICAL NAME MINIMUM ARCHITECTURE T TO CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNA ED SYMBO (COMMON NAME), SIZE SPACING . / REMAIN. 'PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ENGINEERING ANY KIND ON THE SITE. TREESINTERIOR DESIGN 2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY PROJECT MANAGEMENT. RED PLASTIC FLAG ON �� FOUR (4) INCHES OR LARGER PLANTED. IN SUFFICIENT -DEPTH TO BE STABLE WITH IC ILEX CASSINE 8'-10' HT. WIRE ABOVE TURNBUCKLE AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND, T HALL BE POSTS S (DAHOON HOLLY) 4 CAL. & 4" ABOVE GROUND. (TYP) PLACED NO CLOSER THAN FIVE (5) FEET TO THE TRUNK UNLESS PROPOSED PAVING AA 004320 RUBBER HOSEON � 3 MIN. MULCH OR CONSTRUCTION WILL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6) LI LAGERSTROEMIA INDICA — 8' 10' HT. x 4'-6' SPD, CA 8660 EACH AS SPECIFIED. FEET APART, REFER TO TREE PROTECTION BARRIER DETAIL.EACH SECTION S HALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET. FENCE MATERIAL (CRAPE MYRTLE) 4" CAL. TOTAL, 'MULTI TRUNK, _ MAJOR " 6 BERM TO HOLD 3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO SPEC, FULL TRUNK (TYP) WATER, WITHIN FOUR (4) INCHES OF THE EXISTING GRADE. QV QUERCUS VIRGINIANA 10'-12' HT. 933 LEE ROAD, FIRST FLOOR 6 DOUBLE STRAND GAUGE A IMUM 4. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND (LIVE .OAK) 6 CAL. (DBH) ORLANDO, FLORIDA 32810 1" ABOVE FINISHED GALV. WIRE, TWISTED & GALV. DEFINED BY LOCAL JURISDICTION, GENERAL PLANTING REQTS. AS DE [ 5. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME A PH 407,645.5008 GRADE BUCKLE. N LL UIPMEN IS REMOVED FROM SITE. AS CONSTRUCTION IS COMPLETE A D A EQ T SHRUBS AND GROUNDCO VERS FX 407.629,9124 FINISHED GRADE 6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS AZ RHODODENDRON SP. 24 HT., FULL,. r:•�, :: 2r SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. TO (RED RUFFLE AZALEAS) 3 GAL, 3' O.C. SEAL: '"' :` ~: •_ 7, BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT ADJACENT 2"X4"X3' STAKES BURIED THE PROPERTY CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE CR CYCAS REVOLUTA 24" HT. it z 3" BELOW GRADE. CANOPY DISTANCE ON ONE SIDE ONLY. (SAGO PALM) 7 GAL., 3' O.C. ; SETTLING EXCAVATED T0. RECEIVE PLANTING SOIL & PLANT MATERIAL - UNLESS LMV LIRIOPE MUSCARI 16" HT,, 4-5 BIBS, FULL OTHERWISE SPECIFIED: TAMP TO PREVENT PREPARED PLANTING 'VARIEGATED GIANT'-AZTEC 1 GAL, 12" O.C. . SETTLING SOIL AS SPECIFIED. (VARIEGATED LIRIOPE) ` Li LIGUSTRUM JAPONICUM 24" HI. (JAPANESE PRIVET) SHRUB AND GROUND COVER NITS 3 MULTI -TRUNK TREE DETAIL NTs 4 TREE BARRIER DETAIL NTs R1 (INDIARAPHIOLEPIS INDICA 3 GALLON - 18"x18" FL REG. T. , 2 PLANTING DETAIL � (INDIAN HAWTHORNE) 3 O.C. FL REG. NO.-,", 1 ■. ■ ■ • SOD ST. AUGUSTINE TLORATAM' QUANTITY TO BE CALCULATED • BY THE CONTRACTOR CONSULTANT: COUNTY APPROVAL STAMP A PLANT QUANTITY 7 AZ PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 PLANT SYMBOL SEMINOLE COUNTY NOTE: APPROVED FOR :CONSTRUCTION�jj WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT/SPREAD AND CALIPER l`... THIS APPROVAL 15 SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY MEASUREMENTS, THE HEIGHT/SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER _ TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH -- t_ I RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANYCODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF i RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS - _ _ i:r; j '��: VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. — .-------• , f REVISIONS APPROVED. NO. DATE REMARKS 3 1-23-02 CITY COMMENTS -- SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT 4 . 01-23-03 COUNTY COMMENTS 6 03-24-03 CITY COMMENTS •. DATE QV L L_ — 20 QV RI I, QV ' 13 RI H ANSOUTH 44 , A r 6 < Ll ,Z9, W {, EXISTING TREE 1 I, 66 ! A I I /� CANOPY (TYP) TREE BARRIER TREE LEGEND Al I I / r (TYP) I LL.I i26 { r �= 2' I QV RI �f CONTRACTOR TO RESTORE ANY DISTURBED LANDSCAPE TO INDICATES OAK TREE IO I 17 ;� ITS NATURAL STATE: AFTER. PROPOSED SITE CONSTRUCTION I I INDICATED PALM TREE I1= i (n f <'� RI 1S COMPLETED. FUTURE REFUSE COLLECTION L0CATIOi INDICATED PINE TREE n EXISTING TREE z 146 j .T . CR M a , INDICATES MAPLE TREE ' � � �• , - ` f,' CANOPY .(TYP) 3020 SF 3 SOD . i - ,, ` TREE(TY BARRIER f. CR a AMSOUTH BANK (56 (56 11 29 az .,},r Li 25.FL-C.D 1 10 147 6 f% I� / , / / / ,/ r�/.` / r / / / j 44.17 W. 1ST STREET QV My � ® � RI %�. �;/.� ' / i • ,1 1 � 12 :' r` r2 � 2 / r 2� . � � 1 , • iZ'/ /i3 , • i � � 2, iO4 � /' / :°{h, ;. 4 ❑ 3 3 /. 1% , I L- r 8 3 SANFORD, FL 3 IC IC LI / RI RI LI ■ 2002 SOD /. _,. _ - -. __ .. - � f .. .. r _ �= SIGHT LINE _ COPYRIGHT c _ � INTERPLAN LLC RESERVES ..... �� r ' f I _ �• 4 COPYRIGHT &OTHER RIGHTS- - - . . . . . . . . . . • • • • • • • ' � ' ' - ' ' ' • ' ' • ' RESTRICTING THESE DOCUM ENTS ///J/// zm,� r � 84 's. �, - . TO THE ORIGINAL SITE OR I,l �1 `I 1 1 1. 1 _ — PURPOSE FOR WHICH THEY WERE" . 1 �, 1. . 3.1:.1 ' _ - ---• - _ - 1111 �V .r 66' NSA . ._-_._- ---: 55 ;,. ,. • ., \ °k....�....,...w�.....�....::.� ..�....:..,,-...�.�_.� - � PREPARED REPRODUCTIONS, 3 150 10 ;.. I �,. • / _ - EPR DUCTIO RI CHANGES OR ASSIGNMENTS ARE I MV RI `==- F - _ .. PROHIBITED. - - - -- _ - 3 3 3 3 SIGHT LINE LI IC LI IC IC LI IC !C LI 4 - - - ---- -. __.__-_.__.___ __. _- _.: -___ �:.. ____ __:._ ---_-_ ._-_-__UNDER_STORY:TREE�.P.ROPOSED..IN___.__._-, ....__-. __.--_...-..... RINEHART ROAD BUFFER DO TO OVER HEAD POWER LINE CONFLICT. - - -----_ __ ----- - _ADDED_ _ r TO S.R. T NA OAK TREES�• _ ADDI IO L- 46 BUFFER TO COMPENSATE BUFFER' - DIFFERENCE. RlyVEHA R T RnAm ._ It (140' R/W) �J - _..._-__- PROJECT NO 20 09 I - OS 1 ;r DATE: 6-02 ✓rr•'rit �(NiF'�^Jl �'f ',+'it, S ,f`r r, _ L I ' NORTH C 30, � I - NECKED: RTA 1 ■ _ MODIFIED.04/03/03 14:39;32 .J:\A-J\AMSOUTH\2002.0093\REFERENCES\SPECIFICS\PIPED\02093L1.DWG 1 .30• 'RENCAR ■ PlP D 02093LID C 1 -30 CRIKLE "`:, • ,. -- - _ .. , . ., -. P 08 07 03 13.55.41 .,J. A J AMSDUTH 2O02.0093\REF.ERENCES SPECIFICS\ „E \ f LOTTED. 1 r. t 1 LEGEND INTERPLAN aIRRIGATION FULLPPSPRAY — ARCHITECT URE " .:.:. WA OF BUILDING /46' POP SPRAY 570 -f� -0 _ t' GALV. 90 PP GALV. NIPPLE INISH GRADE V VALVE BOX SINGLE THROW 16 AMP o 1/2 6 POP SPRAY HEAD _- 570 8 H ENGINEERING INTERIOR DESIGN IN :., WALL OR STRUCTURE n ,,, grnFWAI k NIRR _ I. �" j � / ornr-T�T� ,,,,,,���,, �� SWITCH _ O 1/3 6'` POP UP SPRAY HEAD - 570-8 T ....,. , e + } , 15 a ``.L: kk , , A .S r 9 REQUIRED PROVIDED DOOR DESIGNATION - MEN we vv. we tay. SEAL: A22 WOMEN t t t t DETAIL REFERENCE r--1 RFVTSTnN Nt tMRFR J,, r m • 21 PROVIDE BLOCKING WATER HEATER SUPP 1 /q NOTE: GRAB BAR DIMENSIONS ARE TYPICAL FOR EA. H.C. STALL, 5 INTERPLAN ARCHITECTURE TA-8 ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT 1s WOMEN / AS AA 0.04320 Qo t 14 / \ CA 8660 TA- 6 I TA-1 TA-2 TA-4 Tq-5 TA- \ TA 933 LEE ROAD, FIRST FLOOR WC ORLANDO, FLORIDA 32810 ` PH 407.645.5008 13 JAN 3 -0 6 FX 407.629.9124 _ Lo i o � N � RA ELESS SEAL: M I ROR WC _ TA -6 /MEN TA -1 ! '. cm 9 CO TA-2 cam 14 1 8 I MAX -' y TA-8 ■ ■ CONSULTANT' O ENLARGED PLAN va^ . r-m^ TOILET ACCESSORIES SCHEDULE REVISIONS: TA-1 TOILET 'TISSUE DISENSER TA-5 : RECESSED MEDICINE CABINET NO. DATE REMARKS TA-2 : WASTE RECEPTACLE TA-6 : TOWEL DISPENSER 1 12-06-03 OWNER REV: TA-3 GRAB BAR 3'-0" OR. 3'-6") 3 01-1TA-7 SOAP DISPENSER 2 01-02 3-•03 OWNER REV. ( -03 OWNER REV. SEE PLAN TA-8 COAT HOOK 5 01-28-03 OWNER REV. TA-4 : SANITARY NAPKIN DISPOSAL 9 04-11-03 OWNER REV.. 16 05-19-03 OWNER REV. NOTE: COORDINATE THRU WALL 17 05-28-03 OWNER REV. PARTITION SCHEDULE OPENINGS ABOVE CEILINGS FOR 21 07-17-03 OWNER REV. PROPER RETURN AIR PI ENTUM RATING/ MARK DESIGN STC. 22 08-11-03 OWNER REV. HT. DETAIL DESCRIPTION 17 IRIM �,VLVfI --_1 _ ... VVvivi u♦ ..�. vti.. .. �. ..�.. .. �n-qi - U - - — — — — B SP SECURITY PARTITION: o o SECURITY NA REFER TO ENLARGED VAULT PLAN ' O `- -� 4 -6 AFF.. m I ALUM STOREFRONT NA AND DETAIL ON SHEET A15 • • ■ m I i ATM o o s FILING t PARTITION E m N A-t BREAK PART TION N w i BOVE 115'- 11 " RE: ET. 1 & 10/A-8 0" 1 LAYER 5/8" GYPSUM BOARD PNEUMATIC o - m I I o SERVICED Io ^ a a VERIFY I ae 1'-10" I 61 DRIVE -UP 1 M NA NA 3C5/8"AMETALESSTUDSB224" O.C. rl, I A3 P-23 E , I BANKING �, --� I PANELS APPLIED VERTICALLY OR EQUIPMENT I a COPIER 3 is 2 I. I HORIZONTALLY. ti Y oO TYPICAL CAL OTHERS I WORK ROOM ' Q\1� I I 1 LAYER 5/8" GYPSUM BOARD `0 _ 1- �— — — - — ,o SCREW ATTACHED TO BOTH. SIDES — - _ — — — — — — L — — I I `L� I I I TO 3 5/8" METAL STUDS 24"O.C. o 0 0 �, t 3 P25 OFFICE CONFERENCE m r- P-25 NA 47 WITH 3 1/2- SOUND ATTENUATION = a Ds I _ 1 A_ 1 0 3 I I DECK SR E Sm INSULATION IN CAVITY. PANELS � 102 P25 101 _1 A -la � _ -' - 3" f� I m APPLIED VERTICALLY OR 5 N g 6' 6" 3 HORIZONTALLY 6> — D 5 I "'-------- 2 �- P-26 3'-6" HIGH (ABOVE TOP 16 A- 3' " NOT USED CONCRETE CURB 6' 3,, 18'-9" 1'-9" 17 -10 0 4 ol R CIVIL OF IS ND) PIPE BOLLARD.1117 PAINT SAFETY YELLOW 9., 35'-10" II 20'-7" 1'-6" LI E OF CONCRETE (TYPIC L AT ALL ISLANDS SL�ABAT DRIVE-THRU WITHOUT COLUMNS, THIS III REFER TO STRUCTURAL END 0� ISLAND ONLY) I 58'-8' - 1 LAYER 5/8" GYPSUM BOARD RE: D T.2/A14 5� TO SCREW ATTACHED S BOTH SIDES OF 6" METAL STUDS 24"O.C. ' LI E OF DRIVE THRU P-27 47 DECKM E M WITH 3 1/2" SOUND ATTENUATION CANOPY ABOVE. II INSULATION IN CAVITY. PANELS /�j�/��+('� �,J i NOTE: APPLIED VERTICALLY OR /"�IYIJVUTI BOOT DOWN SPOUT 5� HORIZONTALLY BANK (�� TO CURB UNDER CONC. V�"11 `IK 2 3 4 PLAZA - COORDINATE 5 1 LAYER 5/8" GYPSUM BOARD W/ CIVIL SCREW ATTACHED TO BOTH SIDES TO OF 8" METAL STUDS 24"O.C. 25.FL-C,D ❑ P-28 47 EMI WITH 3 1/2" SOUND ATTENUATION DECK INSULATION IN CAVITY. PANELS 4477 W.1ST STREET 7, APPLIED VERTICALLY OR • I HORIZONTALLY SANFORD, FL GENERAL NOTES • A-3 COPYRIGHT ©2002 INTERPLAN LLC RESERVES 1. CONTRACTOR TO VERIFY SIZE AND 6. CONTRACTOR TO VERIFY COPYRIGHT &OTHER RIGHTS EXACT LOCATION OF ALL DRIVE -UP ALL REQUIREMENTS, SIZE RESTRICTING THESE DOCUMENTS r BANKING EQUIPMENT WITH EQUIPMENT AND LOCATION OF NIGHT DEPOSIT TO THE ORIGINAL SITE OR c� VENDOR PRIOR TO CONSTRUCTION WITH EQUIPMENT VENDOR PRIOR TO PURPOSE FOR WHICH THEY WERE (SEE EQUIPMENT VENDOR SHOP DRAWINGS) CONSTRUCTION PREPARED. REPRODUCTIONS, FLOOR PLAN 1 /$" = 1'-O" C.J. 2. CONTRACTOR TO VERIFY SIZE AND T VERIFY AN CHANGES OR ASSIGNMENTS ARE LOCATION OF ALL STEEL PIPE BOLLARDS 7. CONTRACTOR 0SIZE D PROHIBITED, AROUND DRIVE -UP BANKING MACHINES LOCATION OF VAULT WITH G� WITH EQUIPMENT VENDOR PRIOR TO EQUIPMENT VENDOR PRIOR CONSTRUCTION A9 TO CONSTRUCTION 17 CONTRACTOR TO FRAME FOR DRIVE -UP ATM & C.J. 3. CONTRACTOR TO VERIFY ALL ELECTRICAL 8' OPEN /CLOSE SIGNAGE AT CANOPY. REQUIREMENTS OF DRVE-UP BANKING VERIFY SIZE AND REQUIREMENTS - MACHINES PRIOR TO CONSTRUCTION WITH OWNER FURNISHED VENDOR. 4. CONTRACTOR TO VERIFY SIZE AND 9. CONTRACTOR TO SET BANKING ,.; ❑ ❑ EQUIPMENT TEMPLATES. EQUIPMENT LOCATION NORTH EQUIPMENT VENDORTELLER PRIORO 0 WITH VENDOR TO VERIFY CORRECT - r CONSTRUCTION PLACEMENT AND TO COORDINATE PROJECT NO; 2002,0093 i WITH CONTRACTOR FOR PROPER 1 04/11/2003. PLACEMENT.. DATE: 5. CONTRACTOR TO ENCASE OWNER 10, NO ADJUSTMENT TO THE CONTRACT AMOUNT TOTAL CONDITIONED: 2,916 SQUARE FEET FURNISHED NIGHT DEPOSIT IN 22 6 OF CONCRETE AND THEN WILL BE GIVEN FOR THE CONTRACTOR NOT FULLY ACQUAINTING HIMSELF I TOTAL UNCONDITIONED: 1, 541 SQUARE FEET INCLUDING DRIVE UP TELLER AREA ADHESIVELY APPLY DRYWALL TO i tALL EXTERIOR WALLS. T OWNER FURNISHED MATERIALRSUPPLIER. I � OR 3 CONCRETE C.J. PATTERN ENTRY A I 11 i u 1 U TOTAL UNDER ROOF: 4,457 SQUARE FEET INCLUDING DRIVE UP TELLER AREA - = _ 1 AT BUILDING AND TO FACE-OF 3/8 1 0 STUD CENTERLINE OF STUD AT INTERIOR WALLS (TYP). xf CHECKED: • ■ NA ■ MODIFIED:08/18/03 13:52:35 J:/1-J\AMSOUTHN2002.0093\02093A1..pWC 1/8'=t' 0' LES G , ■ ._ . . • 6 ... A BRICK HEADER COURSE COMPOSITION SHINGLES ON 30#.ROOFING ,± FELT jOVER PLYWOOD DECKING WITH E I PRE-ENGINEERED WOOD -TRUSSES - .F.S. BRICK HEADER COURSE SIGNAGE BY OTHERS A-4 BRICK VENEER i DOUBLE COMPOS[ TION SHINGLES ON 30# ROOFING A-4 SOLDIERFELT 5 VER PLYWOOD DECKING 12 12 5 COURSE A-1 PRE-�NG NEERED WOOD TRUSSESITH 7.51 7.5 A-1 12 7.5 BRICK'ARCH CONSISTING 12 OF BOTTOM 3 7.5 HEADER COURSE A-6 WITH TWO CUT 3 MANUF. , �� A35 q31 PAINT GRIP GALV. SOLDIERS AND A-5 STONE - SIDE WALL 4 TOP HEADER COURSE- 6 ® © G SPRING TRUSS BRG. FLASHING LET INTO MATCH REFER TO DETAIL BLOCK-REFERBRICK VENEEPAINT TO 4 TO DETAIL BRICK COLOR - MANUFACTURED STONE _ OP TOF ARCH A-5 - lg�ffiA-3 5 ACCENT ARCH SPRING . NG �PRTPT f—lrTlr—tl 7 i � v~i 6 / 7 1 I'I1 VI II VL-1 V.J1 . ' LOCATION- VERIFY . W/ VENDOR- COORDINATE W/ BASE DETAIL 1 EAST ELEVATION 1/8" 1'-011 COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES SIGNAGE BY OTHERS BRICK ARCH CONSISTING OF BOTTOM HEADER COURSE WITH TWO CUT SOLDIERS AND TOP HEADER COURSE - REFER TO DETAIL MANUFACTURED STONE ACCENT ARCH SPRING BLOCKS. RE: DETAIL L TOP OF ARCH FIN. FLR. RECESSED BRICK UCAnF"D rnIIACL" ZL MANUFACTURED STONE ACCENT ARCH SPRING BLOCKS, VERIFY DIMENSIONS WITH BRICK COURSING � I I N I I I I I 411 SPRING BLOCK . J8-uS02 5 PRE -FINISHED A GUTTER AND DOWNSPOUTS BOOT D.S. TO CURB RECESSED BRICK HEADER COURSE DEAL DRAWER- COO.RDINATE W/ BASE DETAIL 2'-0" X 2'-0" BRICK COLUMN W/ MANUFACTURED STONE BASE AROUND STEEL COLUMN - TYPICAL AT DRIVE THRU CANOPY 1/2" 1/2" WIDE x 1/2" DEEP V-GROOVE REVEAL EIFS REVEAL DETAIL 12" = 1 '-0" BRICK VENEER RECESSED BRICK VENEER SOLDIER ■ CONSULTANT: REVISIONS: NO. DATE REMARKS 1 12-06-02 OWNER REV. 5 01-28-03 OWNER REV. 9 04-11-03 OWNER REV. 16 05-19-03 OWNER REV. 17 05-28-03 OWNER REV. 22 08-11-03 OWNER REV. JkNSOM 5/8" PLYWOOD SHEATHING 6" STEEL STUDS -- REFER TO STRUCTURAL BATT INSULATION Ld BUILDING WRAP ON EXTERIOR FACE OF SHEATHING ■ I 3/4 "RECESSED HEADER A �- BRICK COURSE. m MANUFACTURED STONE Q, BULLNOSE CAP 6" s w �. m> I \ z 0 :co n � Lu � N � I F— z I FIN. FLOOR. 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Z CONTINUOUS VINYL FLASHING GROUT SOLID CONCRETE FOOTING - REFER TO STRUCTURAL O2 SECTION AT FLOOR SLAB 0 ARCHITECTURE ENGINEERING INTERIOR DESIGN NOTE: REFER TO ELEVATIONS AND PROJECT MANAGEMENT STRUCTURAL DRAWINGS FOR ROOF SLOPE BRICK VENEER — — — — - — — AA 004320 12 CA 866Q 7. 5� 5/8 "PLYWOOD ROOF DECK 5/8" PLYWOOD SHEATHING / r• / 3/4 . BUILDING WRAP i A ON EXTERIOR FACE OF SHEATHING / \ 933 LEE ROAD, FIRST FLOOR. PRE-ENGINEERED WOOD ROOF ORLANDO, FLORIDA 32810 TRUSS - REFER TO STRUCTURAL BATT INSULATION 5/8 "GYPSUM BOARD PH 407.645.5008 / 6" STEEL STUDS - FX 407,629.9124 CONTINUOUS VINYL FLASHING REFER TO STRUCTURAL CARRY MIN. 10" ABOVE / STEEL LINTEL (2) # 10-24 x 1 1/4 PWH # 3 SEAL: 6" BATT INSULATION (R 19) / HILTI WD. TO MTL. SCREW OR EQ. 2 ,� { STAGGERED @ 20" O.C. 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STAGGERED ® 20" O.C. 50M 17 P.T. 2 X10 WOOD BLOCKING MANFUFACTURED CONTINUOUS SEA NT STONE BASE BEYOND UMINUM STOREFRONT " WINDOW FRAME 2 1" TINTED INSULATING GLASS b WINDOW JAMB DETAIL 1 1 /2" =1'-011 5/8 " GYPSUM BOARD BATT INSULATION 6 MIL VAPOR BARRIER RESILENT BASE CONCRETE SLAB - REFER TO REFER TO ROOM FINISH 6^ 6" STRUCTURAL PLAN FACE OF MANFUFACTURED 2" I FACE OF STONE BASE BEYOND 'I MTL. STUD BEYOND CONCRETE SLAB -REFER TO A � A�+(J STRUCTURAL METAL FLASHING 1" TINTED INSULATING GLASS AMSOUTH SET IN SEALANT. 6 MIL VAPOR BARRIER COLOR TO MATCH I ALUMINUM STOREFRONT BANK STOREFRONT I WINDOW FRAME SEALANT BOTH SIDES AI � P.T. BLOCKING 25•FL- C•D FIN. FLR. 4477 W. 1ST STREET D. ° ° ° . D ° • D ° D v D v ° ° CONTINUOUS VINYL FLASHING u, ' -- — �J a a SANFORD, FL • _ . COLOR TO MATCH STOREFRONT \ >;F*; o D •: ,° . • ° ' / ��^� ��� �p I —II III \_ \ - 6 aa 4 nI I In� COPYRIGHT ©2002MANFUFACTURED a a INTERPLAN LLC RESERVE Scil)STONE SILL �� � 0COPYRIGHT & OTHER RIGHTS RESTRICT ING THESE DOCUMENTS 6,a 1 TO THE ORIGINAL SITE OR 1 ' � ^ - I III i I I PREPARERREPRODUCTIONS, FOR WHICH THEY WERE / \ WEEPS AT 4 -0 O.C. I i -- \ a d a I III I CHANGES ORASSIGNMENTS ARE v ' ° GROUT SOLID /%� • � ° °'. D �\ I - - � I III III PROHIBITED. ' .' •' - _ III II ' I III. III o , °. '.. • ..• '• - •• //X\Y//I\ //A\J'//I� i i � I I I I I I I I I I I I I I I I I � � � �— , l_ _. ,\ '. , Ai INTERPLAN 5/8" PLYWOOD SHEATHING ARCHITECTURE. BUILDING WRAP , ENGINEERING ON EXTERIOR FACE OF SHEATHING N INTERIOR DESIGN 17 PROJECT MANAGEMENT . LINE OF MANUFACTURED STONE AND BRICK VENEER AA 004320 - -- CA 8660 1 6" STEEL STUDS. RE: STRUC LINE OF MANUFACTURED 933 LEE ROAD, FIRST FLOOR STONE BULLNOSE BELOW ORLANDO, FLORIDA 32810 j PH 407.645.5008. - FX 407.629.9124 BATT INSULATION 6" STEEL STUDS SEAL: RE: STRUC. 5/8" PLYWOOD SHEATHING Jt 5/8 "GYPSUM BOARD° MASONRY VENEER WALL y� I rl TIES 6" 6" t. 2" jd4ro ae CONSULTANT: 5 BUILDING CORNER DETAIL 1 1/211 = 11-011 6" 6" MASONRY VENEER WALL — TIES 17 BRICK. VENEER BUILDING WRAP ON EXTERIOR FACE OF SHEATHING 5/8" PLYWOOD SHEATHING REVISIONS: NO. DATE REMARKS - 6" STEEL STUDS. RE: STRUC 1 12-06-02 OWNER REV. 5 01-28-03 OWNER REV. BATT INSULATION — 17 05-28-03 OWNER REV.. 22 08-11-03 OWNER REV. 5/8 GYPSUM BOARD " •3/4 " RECESSED 3/4 BRICK SOLDIER COURSE (2) 10-24 x i 1/4 VINYL FLASHING I; PWH �3 HILTI WD. TO MTL. SEALANT 0SCREW OR APPROVED EQ. STAGGERED @ 20 O.C. STEEL LINTEL ANGLE ■ 1 RE: TO STRUCTURAL 2 X WOOD BLOCKING A5 HOLLOW METAL DOOR AAmsom. CONTINUOUS SEALANT FRAME PAIT TO MACH TRIM HOLLOW METAL FIXED PANEL GYPSUM BOARD (LOUVER AT MECH RM. JAMB BEYOND VERIFY W/ MECH. — PAINT TO MATCH TRIM) JB-DM9B - 6 DOOR HEAD DETAIL 1 1 /2° = 11-0° 2" 6' 6". MASONRY VENEER WALL -------- TIES AMSOUTH • BRICK VENEER 5/8 GYPSUM BOARD BANK 1 5/8" PLYWOOD SHEATHING 25.FL-C.D (2) 1 0-24 X 1 1 /4 PWH N 3 4417 W. 1 ST STREET 6" LT. GA. STEELL HILTI WD. TO MTL. SCREW OR EQ. SANFORD, FL STUDS. RE: STRUC STAGGERED ® 20" O.C. BATT INSULATION ' 1 4ILDINGCOPYRIGHT © 2002.WRAP INTERPLAN LLC RESERVES ON EXTERIOR FACE OF SHEATHING COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS LINE OF MANUFACTURED j TO THE ORIGINAL SITE OR STONE BULLNOSE CAP BELOW PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, G CHANGES OR ASSIGNMENTS ARE`.` CONTINUOUS SEALANT BOTH SIDES PROHIBITED. TREATED 2 x WOOD BLOCKING 4LLOWMETAL DOOR FRAME — 3 ANCHORS PER CONTINUOUS SEALANT .JAMB PAINT TO MATCH TRIM HOLLOW METAL DOOR PAINT TO MATCH TRIM �e-orraD PROJECT NO: 2002.0093 70 DOORJAMB DETAIL 1 1/211 1 -011 DATE, 04/11/2003 is EZ I A6 CHECKED: I _;:MODIFIED 08� 03 15:05:07 .. J: J\AMSOUTH\2002.0093\02093A6.DK 1 1/2'=1'-0" LESNAG „ PLASTIC LAMINATE 2 _ .. PLASTIC LAMINATE N0. 3 LAYERS . PRIVACY SCREEN BEYOND PLYWOOD . 1 -g ` WITH 9 RADIUS 20 PLASTIC LAMINATE NO., 3 ^� 1 6 0 2 LAYERS, 3/4 PLASTIC LAMINATE NO. 3 PLYWOOD-TYP. COUNTERTOP AND BACKSPLASH 9 13 1 1/2" 2X BLOCKING AT LOCATION STEE OF L SUPPORT BRACKET F PLASTIC LAMINATE NO, 3 PRIVACY SCREEN (2) 1/4"xl"x12" PLATE STEEL FASTEN 1x FRAMING WELDED TO FORM 90' ANGLE TO WALL BEYOND - FASTENED TO BLOCKING IN WALL -oo PROVIDE BLOCKING AND SOLID BLOCKING IN COUNTER _1 IN WALL AT ANGLE LOCATION N r 1 LINE OF VERTICAL N '.. 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ATTACH SECURELY TO SIDE AND BACK WALLS WITH TOGGLE BOLTS. 4x4 PAINTED WOOD POST <I ■ o so FINISH FLOOR jkmm x-ones I I SECT. AT TEPHONE EQUIP, CNTR, 1 1/2 = 1 1_oIl HARDWOOD TRIM W/ PLASTIC LAMINATE NO. 3 ON ALL EXPOSED SIDES MEDIUM DENSITY FIBERBOARD ° WITH PLASTIC LAMINATE NO. 3 ° ADJUSTABLE SHELVES WITH PLASTIC LAMINATE NO. .3 ON ALL EXPOSED SURFACES AM ASOUTH ° ° 'V� _ 1/4 " BACKING PANEL WITH BANK PLASTIC LAMINATE NO. 3 m 25.FL-C.D FIXED SHELVES WITH 4Q77 W. 1ST STREET PLASTIC LAMINATE NO. 3 ON ALL EXPOSED SURFACES. SANFORD, FL PROVIDE 3/8 " DADO LET INTO SHELF TOP & BOTTOM ■ EQUALLY AT 2" O.C. COPYRIGHT © 2002 1/4 BLACK PLEXIGLASS . INTERPLAN LLC RESERVES VERTICAL DIVIDERS. COPYRIGHT & OTHER RIGHTS RESTRICTING. THESE DOCUMENTS TO THE ORIGINAL, SITE OR HARDWOOD TRIM W/ PURPOSE FOR WHICH THEY WERE PLASTIC LAMINATE N0. 3 PREPARED. REPRODUCTIONS, ON ALL EXPOSED SIDES CHANGES OR ASSIGNMENTS ARE PROHIBITED. I V 4, WALL FACE 10 2 1 1/4' MEDIUM DENSITY FIBERBOARD WITH.PLASTIC LAMINATE NO. 3 COUNTERTOP. PROVIDE SOLID END PANEL TO SUPPORT END PROJECT NO: 200ZOO93 LLA DATE: 04/11./2003 B - -ri NOTE: REFER TO FINISH PLAN FOR ALL MATERIALS, 1 FINISHES AND COLORS A9 12 CABINET SECTION 1 1/2 1 1_0 li ' JB—OU6 CHECKED.//O// MODIFIED: ... PLOTTED: 06%12/03 13.29;03.: J\A-J\AMSOUTH\2002.0093\.02093A9.DWG 3/4'=1'-0'; LESNAG _ _ f,> rn I IN dl II ,A T z Ih dl II I ;4 ' ll IN dl II I f I II I s VERIFY " = PLASTIC LAMINATE NO. 3 { COUNTERTOP AND x r r BASE. CABINETS t PLASTIC LAMINATE NO. 3 A10 f` REMOVABLE FILLER PANEL. 'VERIFY DIMENSIONS WITH EQUIPMENT VENDER 4 s =, . - A10 3 0 10 I I I I rr k{ • C.J. G.J. C.J. a — 5�_2„ 5,-1 1/2" 5'- 1 1/2,4 5'-2„ }w ^ S - .. - j A9 9 NOTE: 2 REFER TO ROOM FINISH PLANS FOR ALL I — — 2 ACCESSIBLE COUNTER' na A10 MATERIALS, FINISHES, AND COLORS. 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PLASTIC LAMINATE NO. 2 TRANSACTION TOP REMOVABLE PANEL-TYP, PLASTIC LAMINATE.NO. 3 WORK SURFACE UNDER COUNTER STEEL BANKING EQUIPMENT BY OWNER POWER OUTLET AND DATA OUTLET RECCESSED INTO MILLWORK TYP. ALL FOUR STATIONS ELECTRICAL OUTLET EACH SIDE OF REMOVABLE PANEL - REFER TO ELEC t�trtr� iu KUOM FINISH PLANS FOR ALL MATERIALS, FINISHES, AND COLORS. „ - T tom,".: �- ',.�. f. `. � � �� � ,.�. .. •, - � - � - � - ■ .. ■ - ii� � on�niwv rnivtt ■ MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 HARDWOOD EDGE BANDING WRAP W/ PLASTIC LAMINATE NO, 3 38-DT37 3" HARDWOOD TRIM W1 ,. - PLASTIC LAMINATE NO. 3INTFPIDV ALj -lARDWOOD TRIM . WI ON ALL EXPOSED SIDES aLASTIC LAMINATE NO. 3 ° 3N ALL EXPOSED SIDES HARDWOOD TRIM W/ o i ARCHLY .ECTURE s PLASTIC LAMINATE NO. 3 ° MEDIUM DINSITY FIBERBOARD ENGINEERING . ON AL EXPOSED SIDES. WITH PLASTIC LAMINATE NO. 3 MEDIUM DENSITY FIBERBOARD INTERIOR DESIGN WITH PLASTIC LAMINATE NO. 3 ° MEDIUM DENSITY FIBERBOARD ; . ADJUSTALE SHELVES WITH PROJECTr MANAGEMENT.:' ° ° WITH PLASTIC LAMINATE NO. 3 ° PLASTIC LAMINATE NO. 3 ADJUSTABLE SHELF WITH ON ALL EXPOSED SURFACES AA 004320. 'LASTIC LAMINATE NO. 3 a' ° ° CA 8660 ADJUSTABLE SHELF WITH 1/4 ” BACKING PANEL WITH PLASTIC LAMINATE NO. 3 PLASTIC LAMINATE N0. 3 ° 1%4 " BACKING PANEL WITH Q ° ? 'LASTIC LAMINATE NO. 3 ° FIXED SHELVES WITH 933 LEE ROAD, FIRST FLOOR ° 1/4 "BACKING PANEL WITH PLASTIC LAMINATE NO. 3 ORLANDO, FLORIDA 32810 • PLASTIC LAMINATE NO, 3 4OT£: ON ALL EXPOSED SURFACES. PH 407.645.5006 REFER TO ROOM FINISH PROVIDE DADO LET FX 407.629,9124 ?LANS FOR FINISHES —i INTO SHELF 0 MEDIUM DENSITY FIBERBOARD EQUA LYAT 2�& BOTTOM. 4ND COLORS. I I WITH PLASTIC. LAMINATE SEAL: I LINE OF CABINETRY BEYOND 1ARDW000 TRIM W/ LAMINATE NO. 3 I I REOFER TO ROOM FINISH DN ALL EXPOSED SIDES PLANS FOR FINISHES I i AND COLORS. 1/4 " BLACK PLEXIGLASS I I VERTICAL- DIVIDERS. GRIND EDGES SMOOTH L - - - - _ - J MICROWAVE OVEN WALL FACE 6" 10r, HARDWOOD TRIM W/ CD Q, WALL FACE PLASTIC LAMINATE N0. 3 ' � ON ALL EXPOSED SIDES \ N, WALL EDGE ■ ■ 2'-1 1/4° 2'-1- 1/4" MEDIUM DENSITY FIBERBOARD CONSULTANT: ol WITH PLASTIC LAMINATE NO. 3 MEDIUM DENSITY FIBERBOARD. COUNTERTOP, PROVIDE SOLID WITH PLASTIC LAMINATE NO, 3 A2O END PANEL TO SUPPORT END MEDIUM DENSITY FIBERBOARD N _ WITH PLASTIC LAMINATE NO. 3 NOTE: REFETO `v SH PLAN RFOR ALL I MATER l , FINISHES AND COLORS d m PLASTIC LAMINATED APRON i LZ 3/4 " HARDWOOD DRAWER OPEN AREA FOR a FRONT W/ PLASTIC LAMINATE NO..3 KA OWNER FURNISHED toFI LATERAL 3 4 "HARDWOOD. DRAWER L FILES � ON OUTER FACE AND EDGES OF DRAWER / C14 FRONT W/ PLASTIC LAMINATE NO. 3 1/4 " PLYWOOD DRAWER ON OUTER FACE AND EDGES OF DRAWER REVISIONS: ADJUSTABLE STANDARDS o 0 1/4 " PLYWOOD ® DRAWER 38—DT35 �' CA51NET SECT. 1 1/2" _ .11-011 NO. DATE REMARKS 1 12-06-02 OWNER REV. ° ADJUSTABLE STANDARDS 5 02-28-03 OWNER REV. MEDIUM DENSITY FIBERBOARD o 0 9 04-11-03 OWNER REV. 1 -�' 16 05-19-03 OWNER REV. WITH PLASTIC LAMINATE N0. 3 � � - M MEDIUM DENSITY FIBERBOARD 20 e6-12-03 OWNER REV. " WITH PLASTIC LAMINATE NO. 3 1/4 BACKING PANEL 22 e8-11-03 owr1ER REV. j ° BRICK VENEER r WHITE CABINET LINER, TYP 0 1/4 "BACKING PANEL W/ TIES L=� ° 0 WHITE CABINET LINER, TYP 5/8' PLYWOODSHEATHING 6" MTL. STUD HARDWOOD EDGE BANDING ° WRAP W/ PLASTIC LAMINATE NO. 3 HARDWOOD EDGE BANDING BACKER ROD WRAP W/ PLASTIC.. LAMINATE NO. 3 & SEALANT ■ ■ Zx P.T. WOOD BASE, REFER TO FINISH FLASHING PLATEJkNsom PLANS SILL 3° BASE, REFER TO FINISH SET IN SEALANT = PLANS OVER ROWLOCK SILL SHIM NOTE: BREAK ROOM 51MILAR BUT WITH PLASTIC LAMINATE "I TELLER WINDOW 6" NOTE: ALL EXPOSED SURFACES BASE, REFER TO FINISH PLANS 38-DT37-B TO RECEIVE PLASTIC LAMINATE. .02 CA51NET SECT 11/211 s 11-011 CA51NET SECT ' - A EQ. EQ. EQ, EQ: EQ. EQ, 1'-6" DEEP 1'—O" DEEP W/6" FURRING �= 6 4 PLASTIC LAMINATE NO. 3 ADJUSTABLE SHELVING PLASTIC LAMINATE NO. 3 FIXED HORIZONTAL MEMBERS W/ BLACK PLEXIGLASS ADJUSTABLE VERTICAL DIVIDERS rrrn PLASTIC 'LAMINATE NO, 3 FIXED VERTICAL SUPPORTS 20 FOR SHELVING PLA TIC LAMINATED APRONrl — — — — ' OPEN i' F--- ^__ OPEN `o -� -_ OPEN AREA FOR OWNER FURNISHED LATERAL FILES 2'-9" 3'-7"-CLEAR 3'-5" EQ. EQ. EQ. EQ. 1 1/2" 1 1/2" 16'-3 1/2" BASE BEYOND VERIFY BASE BEYOND 38-DT34—G 3 ELEV. -'COUNTER AT WO�i�00�'ri 1r�'� ■ = BY DIEBOLD 0 - F g 0 z CA51NET SECT i ln" i'-0" 38-WS05 1/2" i'-0" 8 TELLER WINDOW JAMS 1 1/211 ■ 1'-0'� BRICK VENEER 1 F-e« W/ TIES 6 MTL, STUD 5/8" PLYWOOD . SHEATHING FLASHING - EXTEND 8" MIN. A! Y 1 I VO��1 � l _ ABOVE LINTEL ANGLE 1 HEADER (3) 8" STUDS I U/'1NI\ SEE 3/S6 � A WEEPS 16" O.C.12 TEK SCREWS 25.FL-C,D ; 4477 W. 1 ST STREET LINTEL ANGLE ® 8" O.C. STAGGERED { 6"X x5/ 16" SANFORD, FL PLASTIC LAMINATE N0. 3. 6 -4 5/8 A.F.F. ■ OPEN SHELVES COURSING & BOT. OF ANGLE. COPYRIGHT © 2002 N HEAD FLASHING d 22 INTERPLAN LLC RESERVES ° _ COPYRIGHT & OTHER RIGHTS 3" (2)#104 1/4" SHIM -24 x 1 1/ o . RESTRICTING THESDOCUMENTS E TO THE ORIGINAL SITE OR . HILTI D. TO MTL. � K PURPOSE FOR WHICH THEY WERE TELLER WINDOW SCREW OR EQ., PREPARED. REPRODUCTIONS, BY DIEBOLD STAGGERED 0 20" Q.C. CHANGES R ASSIGNMENTS ARE N PROHIBITED. PLASTIC LAMINATE PLASTIC LAMINATE NO. 3 TELLER COUNTER COUNTERTOP AND 3'-4 A.F.F. OgL &4CKSPLASH SILL HGT. SILL FLASHING SET IN SEALANT 3 4" / PLASTIC LAMINATE N0.3. OVER ROWLOCK SILL BASE CABINETS AND 2 -8 " A3/4„ DRAWERS .F.F. TOP OF BULLNOSE d NOTE: REFER TO ROOM � PROJECT NO: 2002.0093 ;. FINISH SCHEDULE FOR STONE BULLNOSE DATE: 04/11/2003 AL MATERIALS, FINISHES AND COLORS cl s ■ i i r i TELLERS 0 �o 0 ------ p9ok --- GENERAL NOTES; PL "3 P"I 1. ALL DOORS TO BE STAINED TO MATCH ARCHITECT'S SAMPLE UNLESS NOTED OTHERWISE, 2. ALL DOOR FRAMES AND WINDOW SILLS TO BE PAINTED P#2 UNLESS NOTED OTHERWISE. 3. ALL GYPSUM BOARD CEILINGS TO BE PAINTED CEILING WHITE. 4. FOR SURFACES WITH MORE THAN ONE FINISH REFER TO BUILDING INTERIOR ELEVATIONS. 5. JANITOR AND MECHANICAL ROOM DRYWALL TO BE COMPLETELY FINISHED, PAINTED (FLOOR TO DECK) AND WITH BASE. P"i OFFICE I CONF. 102 IOI 3 P#1 PAINT SHERWIN WILLIAMS SW1015 SKYLINE STEEL FINISH: EGGSHELL P#2 — PAINT (H.M. DOOR FRAMES) SHERWIN WILLIAMS SW1015 SKYLINE STEEL FINISH: SEMI -GLOSS ENAMEL AMSOUTH BANK 25,F1-C.D .4477 W. 1 ST STREET WORD, FL COPYRIGHT © 2002 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 2002,0093 . DATE: 04/11 /2003 PLOTTED, 97/�/93 14 13:8 _ /2 / .®1.14 MJ\AM 4 0WC -1/4 =1'-8' LESPW INTERPLAN METAL STUD AL STUD • ARCHITECTURE EDGE OF FACE 7 61 71$ 3 5/8" METAL STUDS ENGINEERING OF STRUCT. STUD r5 AT 16" O.C. INTERIOR DESIGN. yAl PROJECT MANAGEMENT AA 004320 VAULT 'INTERIOR BREAK ROOM SOUND ATTENUATION CA 866b BLANKET INSULATION TELE., VAULT r4 SIDE 0 F VAU LT 109 , - - - - - - - - - - - - - - - - - - - - - - 5/8" TYPE 'Y' 1 LAYER AMIGO HEAVY DUTY 933 LEE ROAD, FIRST FLOOR " 5/8TYPE 8" TYPE GYPSUM BOARD SECURITY MESH W/,SECURA CLIPS ORLANDO, FLORIDA 32810 r8 Al r, I I Air, 1 BREAKROOM GYPSUM BOARD 1 lAYFR AMW.0 HFAVY MITY -I 2 PSUM BOARD A- 1 LAYER AMICO HEAVY DUTY 1" 5/8" TYPE 'FX' PH 407.645.5008 407.629.9124, i _ _ _ _. 1 I _:_- . . �.II .� RiIfq�,U,i,���F--,,,e!,,I,�I�� l�`,,,�,`'-v1'-,'i,1��,- "��-,�i�_ I . � I . .I . .. .. . L 'tom::. ,-�.... r .. y. .- .'. *.� - �.. 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I. � . �. � . . .. � .I I I .. -1--�I� 1.. ��- � � �. - .� I - - - - I - I . A . . .I. a I H .... 1 I . " J -_ , ,-, 1.I �I�*_�. ,._1I1_ � I, I_ ,I%1,, . .. 1 y .: �.. :.: I _ .. I T�I�f�L/�ty :. - TR TES � �, ., RUCU k}�.: _ , {�. �_ .� 2. I x,_.. E , �,.�.. , ;._ _. ENGINE ING a R �.. - 5. WOOD CONSTRUCTION f 3. CONCRETE € i' '. t 'I._ GENERAL,' N WI HEADERS RE 6 6 PROVIDE WALL BR ING, CONNECTION DETAILS A D NDOW AS COMMENDED INTERIOR DESIGN .,, AC PROJECT MANAGEMENT . .. AYS: 5.1 WOOD FRAMING MEMBERS: #2 SOUTHERN PINE WITH AN . ALLOWABLE BENDING STRESS T MANUFACTURER FOR LOAD BEARING STUDS. ' . . _ . UD 3.1 CONCRETE COMPRESSIVE STRENGTH AT 28 D . r�, ;; ', . .: 1.1 DESIGN CRITERIA: BY THE S 000 PSI -------NORMAL WT.-------UNLESS NOTED (fb) = 1050 PSI 'AND A MODULUS OF ELASTICITY (E) 1,600,000 PSI. t =r 3 LOCATED EQUALLY ON AA 004320 S IAND. SPECIFICATLONS, ,'.F, ; A. CODE Z CA 8660 6. ' VERTICAL STUDS INTERRUPTED BY WALL OPENINGS SHALL BE N EACH SIDE OF THE OPENING. PROVIDE EVEN NUMBER OF FULL HEIGHT STUDS ON EACH i 5.2 ROOF SHEATHI G. : , ING CODE: 3.2 REINFORCING BARS: ASTM A615 GRADE 60. 1. GENERAL BUILD --''% 6 .�. ,<: a :: - - - . ,... 20 1 EDITION.. 5/8" OR 3/4" PLYWOOD APA STRUCTURAL I OR II RATED SHEATHING EXPOSURE 1, PANEL FLORIDA BUILDING CODE 0 SIDE OF OPENING: AT ALL GROUPED: STUDS, SCREW STUD FLANGES TOGETHER :EACH SIDE 2, CONCRETE:; 3.3 WELDED WIRE FABRIC (WWF): ASTM A185. MINIMUM LAP AND EMBEDMENT TO BE .IDENTIFICATION INDEX 40/20. LONG DIM. OF PANEL PERPENDICULAR TO SUPPORTS WITH #10 SCREWS AT 6 INCHES; STAGGER TO AVOID DRILLING INTO IN -PLACE SCREWS. - R SPACING PLUS 2 INCHES OR 6 INCHES. . LD NG CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 THE GREATER OF ONE CROSS WI E _ 5.3 ROOF SHEATHING NAILING, UNLESS NOTED: 933 LEE ROAD, FIRST FLOOR BUI I T 6 INCHES AT ALL FOUR PANEL EDGES AND 8 INCHES AT 6.8 PROVIDE SHOP DRAWINGS SHOWING PLANS, ELEVATIONS AND CONNECTION DETAILS AT ORLANDO, FLORIDA 32810 10d NAILS A PH 407.645.5008 95)' ALL LOAD BEARING STUD WALLS, METAL STUD FABRICATION AND. ERECTION SHALL NOT 3. STRUCTURAL STEEL: 3.4 REINFORCING STEEL SHOWN IN SECTIONS OF FOOTINGS AND WALLS ARE A SCHEMATIC INTERMEDIATE SUPPORTS., INDICATION THAT REINFORCING EXISTS. SEE SECTION NOTES AND GENERAL NOTES EGIN PRIOR TO REVIEW OF SHOP DRAWINGS BY THE ENGINEER. B FX 407.629.9I 24 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE . ., FOR ACTUAL REINFORCING REQUIRED. . STRESS DESIGN AND PLASTIC DESIGN, JUNE 1, 1989, AMERICAN 5.4 PLYWOOD SHEAR WALL: INSTITUTE OF STEEL CONSTRUCTION. 5/8" PLYWOOD APA STRUCTURAL I RATED SHEATHING EXPOSURE 1, PANEL 6.9 COORDINATE LAYOUT OF METAL STUDS WITH LOCATION OF ELECTRICAL OUTLETS. SEE SEAL: - 3.5 REINFORCING BAR. PLACING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL OF M ER: IDENTIFICATION INDEX 40/20. LONG DIM. OF PANEL PERPENDICULAR TO SUPPORTS. ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LOCATIONS. 1 4. TI B STANDARD PRACTICE. WHERE CONCRETE IS EXPOSED IN FINISHED BUILDING, . NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, NATIONAL , ASSOCIATION 1997 . PROVIDE ACCESSORIES WITH RUSTPROOF LEGS: 5.5 PLYWOOD SHEAR. WALL SCREW PATTERN: - s FOREST PRODUCTS ( ) 7. SUBMITTALS -.• . #10 SCREWS AT 4 INCHES AT ALL FOUR PANEL EDGES AND 12 INCHES IN THE FIELD L METAL STUDS: I 5. STRUCTU,RA 3.6 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. REINFORCEMENT SHALL ``- .{ F OLD -FORMED STEEL STRUCTURAL OF THE PANEL. FOR EXTERIOR SHEATHING ELSEWHERE PROVIDE #10 SCREWS AT SPECIFICATION FOR .DESIGN 0 C T WELDED UNLESS NOTED OR APPROVED BY THE ENGINEER. 7.1 SUBMIT ALL SHOP DRAWINGS ON ONE REPRODUCIBLE PRINT (SEPIA) AND TWO BLUE - , . NO BE 12 INCHES AT SUPPORTS I - MEMBERS,. 1996. . LINE PRINTS ONLY. THE REPRODUCIBLE PRINT .WILL BE RETURNED. ALL BLUE LINE - „ PRINTS REQUIRED BY THE CONTRACTOR ARE THE RESPONSIBILITY OF THE CONTRACTOR IGN LOADS PSF): SPLICED WITH CLASS B L.B.4 DES ( ) 3.7 ALL REINFORCING MARKED CONTINUOUS SHALL BE .. 5.6 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE DESIGN AND SHOULD BE MADE AFTER THE REPRODUCIBLE PRINT IS RETURNED IF 1. DEAD LOADS: TENSION LAP .SPLICE, UNLESS NOTED: SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" OF THE TRUSS ADDITIONAL BLUE LINES ARE SUBMITTED; THEY WILL BE RETURNED UNMARKED. ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON THE ■ ■ PLATE INSTITUTE. ERECTION PLANS, TRUSS AND CONNECTION CALCULATIONS, ■ H T CTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY THE ARC I E 3.8 CONCRETE COVERAGE OF REINFORCEMENT• SEE DRAWINGS 2 U FOR LT „ DESIGNED BY THE CONTRACTOR, SHALL BE SUBMITTED FOR THE FILES OF THE 7• THE FOLLOWING ITEMS SHALL BE S EMITTED REVIEW CONSU ANT' `,�. j GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR FOOTINGS--------.-- -- (3 MIN• IFNOT SHOWN ON DRAWINGS) 1. F THE STRUCTURE. 21 STRUCTURAL ENGINEER. CALCULATIONS SHALL BEAR THE SEAL OF A PROFESSIONAL 1 CONCRETE MIX DESIGNI. .' VERIFICATION OF LOAD -CARRYING CAPACITY 0 21 ENGINEER REGISTERED IN THE STATE IN LOCATED.WHICH THE PROJECT IS 2. CONCRETE REINFORCING FOR FOOTINGS AND SLABS 3.9 SLAB ON GRADE: SEE PLAN FOR THICKNESS & REINFORCEMENT CENTERED IN SLAB, 2. LIVE ,LOADS: 3. STRUCTURAL STEEL (STEEL COLUMNS, BEAMS, AND MISCELLANEOUS ITEMS) B GRADE PREPARATIO R IRE S OF .. _ I --16.0 UNLESS NOTED. PROVIDE SU E QU MENT . ROOF MORE THAN 4 TO 12 SLOPED)-------------------- A SEALED CA LATI 5.7 TRUSS MANUFACTURER SHALL DESIGN FOR THE FOLLOWING SUPERIMPOSED LOADS• 4 LOAD BEARING METAL STUDSI 1. . � I . �. . � . . I . � . � . . �-..I . 1 ... . .. . . I � . . I . . I . . . . . . I . I ____20.0 THE GEOTECHNICAL REPORT. _______________________20 PSF 5. WOOD TRUSSES WITH SIGNED ND LCU ONS . ROOF (LESS THAN 4 TO 12 SLOPED)------------------- ROOF TOP CHORD rDEAD LOAD---------- TONS . -. _------------------------- P TT E TAIO . 10 SF THESE ITEMS SHALL BE SUBMI ED FOR REVIEW IN TIME TO ALLOW IMPL MEN . . BOTTOM CHORD DEAD LOAD------- 20 PS OF C C. LATERAL LOADS: 21 , 3.10 CONCRETING OPERATIONS SHALL COMPLY. WITH ACI STANDARDS. HIT GIN NTS BEFORE F RI IO ROOF TOP CHORD LIVE LOAD-=---=------- F AR ECT'S AND EN EER'S COMME AB CAT N• . . 1,, WIND LOADS: 3.1.1 EXPANSION BOLTS INTO CONCRETE SHALL BE WEDGE ANCHORS EQUAL TO "WEJ-IT. CONCRETE ANCHORS", PHILLIPS "RED HEAD" TYPE WS, HILTI OR MOLLY PARABOLT 5.8 DESIGN ROOF TRUSSES TO RESIST .A WIND UPLIFT PRESSURE APPLIED NORMAL TO THE . - NE OF 35 PSF WITHIN 5'=0"x5'-0" SQUARE ZONE AT CORNERS 25 PSF ELSE- . . . I . 1 . .I . . � . -I I I. . . I E . . . � . .I �� I II R.I- - .I " - I . . � I. . . . . . I I . I - I . .I'. I'I � l. l� .. -I . �'.` S vI 1 I � � .1` _1 1.. I I I � . � � U .I ., I . I � . . .. I. . . . I I I . I . . . � . I . . I I. .�. I . ..I . �. . I I I . . . I � ,l. !" I1 I.. ;,,. ,�. ",��,_: .,I- `,,: `.", �. _�_�" ,d�. ,. _ , ,, �'� �� . , ,,.I- _k, I�� ';�I,� . �I, ,,.: 1I ,�I� � 'l:1 , ' -�, �',1..' ,,_� 1 �',- , I /i EI III .I I I. .. . ,�;�. . � ,' 1", ,,I 1.. .��. :. _I '.-,! , d_iI ,I -. " ', �,. I � ,1 _ -" ..I .`_i��l�� ._.1'.e'. ,I:I �I � 1 1. ., . :.Ia I 1�, 1I. w . . - . 1 T. . . , . . 1 .. I I . I .. . . .. . � I . . I . . - I. . . I : . . I . . . .. . I. . I . . . 1 , . - � I R l .. Il I 0 � . .I" I �. . � I . . I I .. I I� . . I � . . I � . � ..I I . . ..� .I . I I I � . \ � . .I .I . I I . I . I �I .I I. I -. I .� . . . .S � . . . I L 1 . . 1 I I I . . . � �. . N I I . . . I1 . I .' .. I . I I I . �� . � . . � I . - . a . I I I . I . . � ; .I . I G.. .. .. . . �.. . . I . . I� . . O . . I . . II .. . , � I . : . . � . .�II.....I ....... . .... . .... . I I I .I .I . . II .. . �:-1, ," ,.,,k 'Iei -,,..fI ,,i :I .� , , ; 1. 1� ,' r�,," 'l � i � �1.4 1 , I l", v,:� ,� , f . , �, ". IJ -_ , , . '� �: ;.� —�. _ . , I 1 �� " I I � , , ; ki . . i. . .:. : .. �� I �, ,, - , "�, � "� � - 1 "-._ : ' l. _% ,. ', , ,, .e�_ � � ' " - .! � I ,l 1AI 1 iz � . . .� FBC 2001 - 1606.1.7 . 1. BASIC WIND SPEED T20 MPH 2, WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY . . II 3. WIND EXPOSURE. - B 4. INTERNAL PRESSURE COEFFICIENT f0.55 5. COMPONENTS & CLADDING DESIGN 21 93 PSF WLND PRESSURE,* 4. STRUCTURAL STEEL . 4.1 STRUCTURAL STEEL: ASTM A36. I ROOF PLA . .WHERE. SUPERIMPOSED DEAD LOAD IN UPLIFT COMPUTATIONS SHALL NOT EXCEED 10 PSF. ex . . . I . . . I 4.2 STEEL TUBING: ASTM A500, GRADE' B. 20 4.3CELDED C NNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELD 3/16".U.N.O. PAIN ALL WELDS. 4.4 ANCHOR BOLTS: A TM A307, HEADED TYPE UNLESS OTHERWISE INDICATED. 5.10 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 . " . I . 1 I 1 . . . I ON TOP CHORD, NOR 5 PSF ON BOTTOM CHORD. I . 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 . I PROTECTION, SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 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 I I I I I I . . I REVISIONS: NO. DATE REMARKS 1 12-06-02 OWNER REV 7 03-25-03 STRUCT: REV. . 9 04-11-03 OWNER REV. 20 06-12-03 OWNER REV. 21 07-17-03 OWNER REV. I I . . . . . ,,.- """"i�:. -,� �,' ',-��Il , ',I ,��*I;: ,i,0 ���"�, "_�,�1 , _' 1",`,. ],i ,,� ' l�:� _,�, ,'�, �l�_ ,, � ,,-�, _��I �,." �; .%� ; � �' L -. '_�l ;". , ' .l �_, - Il� � ,� .1i , i �_ �! , � �:' _ � :- , : .-, � ,l, � . . . . I . . . � I � . . � I I . . . . . . . � � . I I . . . I � . . I . .I I I � . . � . � . . � � 1 I �� . w I � I . I . � � . . � s o I 1. � �. 11 .. I. . . . I . � 1 I . . i . . � . . . I . ._ CONDITIUNS, UNLt55 NU I tU. . i SHALL BE 3/4" DIAMETER. . 1.3 CONTRACTOR SHALL VERIFY ALL .DIMENSIONS AND SITE CONDITIONS PRIOR TO . _ - F 5.11 TEMPORARY BRACING SHALL NOT IMPOSE ANY FORCE ON THE SUPPORTING STRUCTURE. `, FABRICATION/CONSTRUCTION. NOTIFY .STRUCTURAL ENGINEER AND ARCHITECT 0 4.6 BOLTS SHOWN IN SECTIONS AND DETAILS ARE A SCHEMATIC INDICATION THAT .Il .`' FABRICATION CONSTRUCTION. PERMANENT BRACING FORCES SHALL BE TRANSFERRED TO THE ROOF DIAPHRAGM BY THE ANY DISCREPANCIES PRIOR TO / BOLTS MAY BE USED. ACTUAL NUMBER, UNLESS SPECIFIED, TO BE IN ■ ■ BRACING DESIGN PROVIDED BY THE TRUSS 'MANUFACTURER. ,I , , I . I ; ` ■ . .h . . , . .. . a I I . ACCORDANCE WITH AISC. . 1 . I � . I. I �`-� I 4.7 ALL BEAM CONNECTIONS SHALL BE AISC TYPE 2 SIMPLE FRAMING 5.12 ALL SAWN LUMBER IN CONTACT WITH STEEL, METAL STUDS, MASONRY OR .CONCRETE Z. FOUNDATION TONS UNLESS NOTED. WHERE BEAM REACTIONS ARE NOT SHOWN ON THE SHALL BE CCA PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS CONNEC I - R T10 = ... . ASSOCIATION (AWPA) STANDARD C2 92 CCA ETEN N 0 25 LB/FT3 I . . . I DRAWINGS THE CONNECTIONS SHALL BE DESIGNED TO SUPPORT A REACTION EQUAL. � a Y- - TO ONE HALF THE TOTAL UNIFORM LOAD CAPACITY FROM THE TABLE OF UNIFORM LOAD "'f Y GILES ENGINEERING ASSOC., INC. 6. STRUCTURAL METAL STUDS . 2.1 A GEOTECHNICAL REPORT HAS BEEN PROVIDED B CONSTANTS, AISC MANUAL, PART 2, MULTIPLIED BY A FACTOR OF 1.2 FOR GIVEN .�, T MEET THE FOLLOWING REQUIREMENTS: 6.1 STRUCTURAL PROPERTIES .OF STUDS SHALL BE COMPUTED IN ACCORDANCE :WITH AISI ON: SEP. 30, 2002. PROJECT N0. 8G-0206005 0 SHAPE, SPAN AND GRADE OF STEEL. ."SPECIFICATION FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". . ALL METAL STUDS IN BEARING WALLS TO HAVE A YLELD STRENGTH OF 50 KSI & . 4.8 ADD TO THE REACTION LISTED ABOVE, ANY LOADS OR REACTIONS OF MEMBERS K 20 »<. ULTIMATE STRENGTH OF 65 SI. � .r.. SUPPORTED BY THE BEAM WITHIN THREE FEET OF BEAM END AND THE VERTICAL ,, j . s°`! . ., ' , - 2.2 MAXIMUM' BEARING PRESSURES (PSF): ... COMPONENTS OF FORCES IN BRACE MEMBERS FRAMING IN TO THE BEAM. 6.2 EXTERIOR LOAD BEARING METAL STUDS SHALL BE EQUAL TO UNIMAST TYPE 1 5/8x6" 16GA. _ STUDS SPACED Q 12" . AT PLYWOOD SHEARWALLS PROVIDE (3) ROWS OF LATERAL BRACING I',r ,, . .; . ..COLUMN FOOTINGS----------------------------------2000 0 t. 4.9 WHERE CONNECTIONS ARE SUBJECT TO ECCENTRICITY SUCH ECCENTRICITY SHALL BE AT PANEL EDGES. ELSEWHERE PROVIDE (3) ROWS OF LATERAL BRACING PER MANUFACTURER'S I CONTINUOUS WALL FOOTINGS-------------------=-------2000 - .�,_ . TAKEN INTO ACCOUNT WHEN DESIGNING AND DETAILING THE CONNECTION. RECOMMENDATIONS. STUD TRACKS SHALL BE EQUAL TO 6 TYPE- CR 16 GAUGE. TRACK SPLICE ,, -, - . . ,1 • 20 t FIL WITHIN THE BUILDING AREA (AND EXTENDING 10'-0" SHALL OVERLAP MIN. OF 6° WITH 4 FASTENERS PER SPLICE. SCREW WOOD NAILERS TO METAL L � �' -. � , � ;,�:: �� .�,I , ,l�, _� �_ � �' ,� -.* . ..,II,�� -1- � �, ,', : ':. � _ - I� - -b 1" I I" I . ,`-'",, `, � .I . I. . . - , . p I � . . I . . . . I I . . I . I . . I. . . � . . I . . . � � . . I I . . 1 I . .. FBC 2001 - 1606.1.7 . 1. BASIC WIND SPEED T20 MPH 2, WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY . . II 3. WIND EXPOSURE. - B 4. INTERNAL PRESSURE COEFFICIENT f0.55 5. COMPONENTS & CLADDING DESIGN 21 93 PSF WLND PRESSURE,* 4. STRUCTURAL STEEL . 4.1 STRUCTURAL STEEL: ASTM A36. I ROOF PLA . .WHERE. SUPERIMPOSED DEAD LOAD IN UPLIFT COMPUTATIONS SHALL NOT EXCEED 10 PSF. ex . . . I . . . I 4.2 STEEL TUBING: ASTM A500, GRADE' B. 20 4.3CELDED C NNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELD 3/16".U.N.O. PAIN ALL WELDS. 4.4 ANCHOR BOLTS: A TM A307, HEADED TYPE UNLESS OTHERWISE INDICATED. 5.10 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 . " . I . 1 I 1 . . . I ON TOP CHORD, NOR 5 PSF ON BOTTOM CHORD. I . 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 . I PROTECTION, SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 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 I I I I I I . . I REVISIONS: NO. DATE REMARKS 1 12-06-02 OWNER REV 7 03-25-03 STRUCT: REV. . 9 04-11-03 OWNER REV. 20 06-12-03 OWNER REV. 21 07-17-03 OWNER REV. I I . . . . . ,,.- """"i�:. -,� �,' ',-��Il , ',I ,��*I;: ,i,0 ���"�, "_�,�1 , _' 1",`,. ],i ,,� ' l�:� _,�, ,'�, �l�_ ,, � ,,-�, _��I �,." �; .%� ; � �' L -. '_�l ;". , ' .l �_, - Il� � ,� .1i , i �_ �! , � �:' _ � :- , : .-, � ,l, � . . . . I . . . � I � . . � I I . . . . . . . � � . I I . . . I � . . I . .I I I � . . � . � . . � � 1 I �� . w I � I . I . � � . . � s o I 1. � �. 11 .. I. . . . I . � 1 I . . i . . � . . . I . ._ CONDITIUNS, UNLt55 NU I tU. . i SHALL BE 3/4" DIAMETER. . 1.3 CONTRACTOR SHALL VERIFY ALL .DIMENSIONS AND SITE CONDITIONS PRIOR TO . _ - F 5.11 TEMPORARY BRACING SHALL NOT IMPOSE ANY FORCE ON THE SUPPORTING STRUCTURE. `, FABRICATION/CONSTRUCTION. NOTIFY .STRUCTURAL ENGINEER AND ARCHITECT 0 4.6 BOLTS SHOWN IN SECTIONS AND DETAILS ARE A SCHEMATIC INDICATION THAT .Il .`' FABRICATION CONSTRUCTION. PERMANENT BRACING FORCES SHALL BE TRANSFERRED TO THE ROOF DIAPHRAGM BY THE ANY DISCREPANCIES PRIOR TO / BOLTS MAY BE USED. ACTUAL NUMBER, UNLESS SPECIFIED, TO BE IN ■ ■ BRACING DESIGN PROVIDED BY THE TRUSS 'MANUFACTURER. ,I , , I . I ; ` ■ . .h . . , . .. . a I I . ACCORDANCE WITH AISC. . 1 . I � . I. I �`-� I 4.7 ALL BEAM CONNECTIONS SHALL BE AISC TYPE 2 SIMPLE FRAMING 5.12 ALL SAWN LUMBER IN CONTACT WITH STEEL, METAL STUDS, MASONRY OR .CONCRETE Z. FOUNDATION TONS UNLESS NOTED. WHERE BEAM REACTIONS ARE NOT SHOWN ON THE SHALL BE CCA PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS CONNEC I - R T10 = ... . ASSOCIATION (AWPA) STANDARD C2 92 CCA ETEN N 0 25 LB/FT3 I . . . I DRAWINGS THE CONNECTIONS SHALL BE DESIGNED TO SUPPORT A REACTION EQUAL. � a Y- - TO ONE HALF THE TOTAL UNIFORM LOAD CAPACITY FROM THE TABLE OF UNIFORM LOAD "'f Y GILES ENGINEERING ASSOC., INC. 6. STRUCTURAL METAL STUDS . 2.1 A GEOTECHNICAL REPORT HAS BEEN PROVIDED B CONSTANTS, AISC MANUAL, PART 2, MULTIPLIED BY A FACTOR OF 1.2 FOR GIVEN .�, T MEET THE FOLLOWING REQUIREMENTS: 6.1 STRUCTURAL PROPERTIES .OF STUDS SHALL BE COMPUTED IN ACCORDANCE :WITH AISI ON: SEP. 30, 2002. PROJECT N0. 8G-0206005 0 SHAPE, SPAN AND GRADE OF STEEL. ."SPECIFICATION FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". . ALL METAL STUDS IN BEARING WALLS TO HAVE A YLELD STRENGTH OF 50 KSI & . 4.8 ADD TO THE REACTION LISTED ABOVE, ANY LOADS OR REACTIONS OF MEMBERS K 20 »<. ULTIMATE STRENGTH OF 65 SI. � .r.. SUPPORTED BY THE BEAM WITHIN THREE FEET OF BEAM END AND THE VERTICAL ,, j . s°`! . ., ' , - 2.2 MAXIMUM' BEARING PRESSURES (PSF): ... COMPONENTS OF FORCES IN BRACE MEMBERS FRAMING IN TO THE BEAM. 6.2 EXTERIOR LOAD BEARING METAL STUDS SHALL BE EQUAL TO UNIMAST TYPE 1 5/8x6" 16GA. _ STUDS SPACED Q 12" . AT PLYWOOD SHEARWALLS PROVIDE (3) ROWS OF LATERAL BRACING I',r ,, . .; . ..COLUMN FOOTINGS----------------------------------2000 0 t. 4.9 WHERE CONNECTIONS ARE SUBJECT TO ECCENTRICITY SUCH ECCENTRICITY SHALL BE AT PANEL EDGES. ELSEWHERE PROVIDE (3) ROWS OF LATERAL BRACING PER MANUFACTURER'S I CONTINUOUS WALL FOOTINGS-------------------=-------2000 - .�,_ . TAKEN INTO ACCOUNT WHEN DESIGNING AND DETAILING THE CONNECTION. RECOMMENDATIONS. STUD TRACKS SHALL BE EQUAL TO 6 TYPE- CR 16 GAUGE. TRACK SPLICE ,, -, - . . ,1 • 20 t FIL WITHIN THE BUILDING AREA (AND EXTENDING 10'-0" SHALL OVERLAP MIN. OF 6° WITH 4 FASTENERS PER SPLICE. SCREW WOOD NAILERS TO METAL L � �' -. � , � ;,�:: �� .�,I , ,l�, _� �_ � �' ,� -.* . ..,II,�� -1- � �, ,', : ':. � _ - I� - -b 1" I I" I . ,`-'",, `, � .I . I. . . - , . p I � . . I . . . . I I . . I . I . . I. . . � . . I . . . � � . . I I . . 1 I . .. 4. STRUCTURAL STEEL . 4.1 STRUCTURAL STEEL: ASTM A36. I ROOF PLA . .WHERE. SUPERIMPOSED DEAD LOAD IN UPLIFT COMPUTATIONS SHALL NOT EXCEED 10 PSF. ex . . . I . . . I 4.2 STEEL TUBING: ASTM A500, GRADE' B. 20 4.3CELDED C NNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELD 3/16".U.N.O. PAIN ALL WELDS. 4.4 ANCHOR BOLTS: A TM A307, HEADED TYPE UNLESS OTHERWISE INDICATED. 5.10 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 . " . I . 1 I 1 . . . I ON TOP CHORD, NOR 5 PSF ON BOTTOM CHORD. I . 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 . I PROTECTION, SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 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 I I I I I I . . I REVISIONS: NO. DATE REMARKS 1 12-06-02 OWNER REV 7 03-25-03 STRUCT: REV. . 9 04-11-03 OWNER REV. 20 06-12-03 OWNER REV. 21 07-17-03 OWNER REV. I I . . . . . ,,.- """"i�:. -,� �,' ',-��Il , ',I ,��*I;: ,i,0 ���"�, "_�,�1 , _' 1",`,. ],i ,,� ' l�:� _,�, ,'�, �l�_ ,, � ,,-�, _��I �,." �; .%� ; � �' L -. '_�l ;". , ' .l �_, - Il� � ,� .1i , i �_ �! , � �:' _ � :- , : .-, � ,l, � . . . . I . . . � I � . . � I I . . . . . . . � � . I I . . . I � . . I . .I I I � . . � . � . . � � 1 I �� . w I � I . I . � � . . � s o I 1. � �. 11 .. I. . . . I . � 1 I . . i . . � . . . I . ._ CONDITIUNS, UNLt55 NU I tU. . i SHALL BE 3/4" DIAMETER. . 1.3 CONTRACTOR SHALL VERIFY ALL .DIMENSIONS AND SITE CONDITIONS PRIOR TO . _ - F 5.11 TEMPORARY BRACING SHALL NOT IMPOSE ANY FORCE ON THE SUPPORTING STRUCTURE. `, FABRICATION/CONSTRUCTION. NOTIFY .STRUCTURAL ENGINEER AND ARCHITECT 0 4.6 BOLTS SHOWN IN SECTIONS AND DETAILS ARE A SCHEMATIC INDICATION THAT .Il .`' FABRICATION CONSTRUCTION. PERMANENT BRACING FORCES SHALL BE TRANSFERRED TO THE ROOF DIAPHRAGM BY THE ANY DISCREPANCIES PRIOR TO / BOLTS MAY BE USED. ACTUAL NUMBER, UNLESS SPECIFIED, TO BE IN ■ ■ BRACING DESIGN PROVIDED BY THE TRUSS 'MANUFACTURER. ,I , , I . I ; ` ■ . .h . . , . .. . a I I . ACCORDANCE WITH AISC. . 1 . I � . I. I �`-� I 4.7 ALL BEAM CONNECTIONS SHALL BE AISC TYPE 2 SIMPLE FRAMING 5.12 ALL SAWN LUMBER IN CONTACT WITH STEEL, METAL STUDS, MASONRY OR .CONCRETE Z. FOUNDATION TONS UNLESS NOTED. WHERE BEAM REACTIONS ARE NOT SHOWN ON THE SHALL BE CCA PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS CONNEC I - R T10 = ... . ASSOCIATION (AWPA) STANDARD C2 92 CCA ETEN N 0 25 LB/FT3 I . . . I DRAWINGS THE CONNECTIONS SHALL BE DESIGNED TO SUPPORT A REACTION EQUAL. � a Y- - TO ONE HALF THE TOTAL UNIFORM LOAD CAPACITY FROM THE TABLE OF UNIFORM LOAD "'f Y GILES ENGINEERING ASSOC., INC. 6. STRUCTURAL METAL STUDS . 2.1 A GEOTECHNICAL REPORT HAS BEEN PROVIDED B CONSTANTS, AISC MANUAL, PART 2, MULTIPLIED BY A FACTOR OF 1.2 FOR GIVEN .�, T MEET THE FOLLOWING REQUIREMENTS: 6.1 STRUCTURAL PROPERTIES .OF STUDS SHALL BE COMPUTED IN ACCORDANCE :WITH AISI ON: SEP. 30, 2002. PROJECT N0. 8G-0206005 0 SHAPE, SPAN AND GRADE OF STEEL. ."SPECIFICATION FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". . ALL METAL STUDS IN BEARING WALLS TO HAVE A YLELD STRENGTH OF 50 KSI & . 4.8 ADD TO THE REACTION LISTED ABOVE, ANY LOADS OR REACTIONS OF MEMBERS K 20 »<. ULTIMATE STRENGTH OF 65 SI. � .r.. SUPPORTED BY THE BEAM WITHIN THREE FEET OF BEAM END AND THE VERTICAL ,, j . s°`! . ., ' , - 2.2 MAXIMUM' BEARING PRESSURES (PSF): ... COMPONENTS OF FORCES IN BRACE MEMBERS FRAMING IN TO THE BEAM. 6.2 EXTERIOR LOAD BEARING METAL STUDS SHALL BE EQUAL TO UNIMAST TYPE 1 5/8x6" 16GA. _ STUDS SPACED Q 12" . AT PLYWOOD SHEARWALLS PROVIDE (3) ROWS OF LATERAL BRACING I',r ,, . .; . ..COLUMN FOOTINGS----------------------------------2000 0 t. 4.9 WHERE CONNECTIONS ARE SUBJECT TO ECCENTRICITY SUCH ECCENTRICITY SHALL BE AT PANEL EDGES. ELSEWHERE PROVIDE (3) ROWS OF LATERAL BRACING PER MANUFACTURER'S I CONTINUOUS WALL FOOTINGS-------------------=-------2000 - .�,_ . TAKEN INTO ACCOUNT WHEN DESIGNING AND DETAILING THE CONNECTION. RECOMMENDATIONS. STUD TRACKS SHALL BE EQUAL TO 6 TYPE- CR 16 GAUGE. TRACK SPLICE ,, -, - . . ,1 • 20 t FIL WITHIN THE BUILDING AREA (AND EXTENDING 10'-0" SHALL OVERLAP MIN. OF 6° WITH 4 FASTENERS PER SPLICE. SCREW WOOD NAILERS TO METAL L � �' -. � , � ;,�:: �� .�,I , ,l�, _� �_ � �' ,� -.* . ..,II,�� -1- � �, ,', : ':. � _ - I� - -b 1" I I" I . ,`-'",, `, � .I . I. . . - , . p I � . . I . . . . I I . . I . I . . I. . . � . . I . . . � � . . I I . . 1 I . .. I I I. I . . . I. . � , ; T _ � , � "I_ �I , -, ,, _ i . j . _ � - ,. ,.1 ' �- , " I - I. I . .I .. � I� I .. - _ - � I I II . . I � . � _ . �. II � I ,I .- � � . I _ , I , ' : �,_.. I � . , � , ,I �� I . , � I ., , � - . �. , 1 . _ I . �, :I.� �. I. - , -,I, I � � I .. . I .1 , : . ., !II -. i ._ � i . L -" . _ .. . � I� , _ _ . _ -., I I .. _� � , . I- I, _ I . ! . , - , _ . . I . . . .I ._ I * . 1I I - 1 . 1 . . - . _ I � . — I .. 1 I1 . I � , 1 I . � I 1 . . . . I : . . I �. I . .I -. -I4 , I,� , I I . .I I ,I � � . � I I . I . I � I � I . .-�- -- I � � II'� ., .. . � II � .I . j. _. . . . . . I . . � .� I . I . . . I . . I I.I , � � . e , _ _ . _ . . I . . I � _ .� . :t . -I I ' . .. � � I 1 � . I _ _ b _ � � . _. � _ A . ._ - I . � I. III I .I I . 1 . . 1 I 1 I . I .I I . .II . . . -� I ; . �I-'1��II .: . :� I ' _ ,, - ' �� I ! � � I;.I ' -_. : � -1 . . .- .. I . - ,- . , 4.12 THE STEEL FRAME IS "NON -SELF-SUPPORTING." ADEQUATE TEMPORARY SUPPORT MUST. EMBEDMENT POWDER DRIVEN FASTENERS AT 6 S 4477 W. I5I 5IREEI ^ UI 0 E INIiI BE PROVIDED BY THE CONTRACTOR UNTIL REQ RED CONNECTIONS R ELEM NTS ARE SANFORD, FL 6.5 VERTICAL STUDS SHALL BE 100% END BEARING. , � PLACE.1 I. 'I .I . . . " .. , . I ■ ■ ■ ■ ■ �` ■ ■ COPYRIGHT © 2002 . �. R E I A T I O N S I . ' 1 1 IMERPLAN LLC RESERVES A COPYRIGHT & OTHER RIGHTS. RESTRICTING THESE DOCUMENTS . . � . .. TO THE ORIGINAL SITE OR : , I , -� , I� . �, � . , , - BLKG DETAIL - DET� ' I . - . I I W; EXTENSION - EXTN HEIGHT - HT MATERIAL - MATL PERMANENT PERM ROOF TOP UNIT - RTU TOP AND BOTTOM - T&B PURPOSE FOR WHICH THEY WERE EXTERIOR - EXT HIGH STRENGTH - HS MAXIMUM - MAX PERPENDICULAR . - PERP ROOM - RM TOP CHORD EXTENSION - TCX . PREPARED. REPRODUCTIONS, - BOT pEAD LOAD - DL - PL ROUND - RND TOP OF BEAM TOB CHANGES � I . �. S �. - . OR ASSIGNMENTS ARE IORD EXTENS. BCX DIAGONAL - DIAG EXTRA STRONG _ XS HOOK _ HK MECHANICAL MECH PLATE - BRK DIAMETER - DIA or 0 FABRICATOR FABR HORIZONTAL HORZ MEZZANINE - MEZZ . PLUMBING - PLBG SCHEDULE - SCHED TOP OF FOOTING . - TOF PROHIBITED. - RDG N S DIMS FACE TO FACE - f TO F INFORMATION - INFO MIDDLE - MID PNEUMATIC .I I - PNEU SECTION -SECT TOP OF JOIST TOJ B DIMENSIO ( ) ( ) - BLDG DOVETAIL - DVTL FAR SIDE - FS INSIDE DIAMETER - ID MINIMUM - MIN POST-TENSLON - PT SHEAR - S TOP OF PIER - T.O.P. W S FASTENER FAS INSLDE FACE - I:F. MISCELLANEOUS - .MISC POUNDS LBS SHEET - SHT TOP OF PILE CAP - TOPC - CTR DRAWINGS) D G( ) FIELD VERIFY - FV POUNDS PER LINEAL FOOT - PLF SIMILAR - SIM TOP OF STEEL -TOS INTERIOR . - INT MOMENT - M E - CL DOUBLE - DBL I. I . l FINISHED) FIN. INTERMEDIATE - INTM MOMENT CONNECTIONS) - MC POUNDS PER SQUARE INCH - PSI SPACE - SP TOP OF WALL - TOW�. . . , I CENTER - C TO C DOUBLE EXTRA STRONG - XXS FLANGE - FLO JOINT. - JT NEAR FACE - NF POUNDS PER SQUARE FT - PSF SPECIFICATION(S) - SPEC(S) TREAD TR . - C DOWEL(S) - .DWL(S) FLOOR - FL JOISTS) JST(S) NS POUNDS PER, CUBIC YARD - PCY SPECIFIED - SPECD TYPICAL - TYP . CLEARANCE - CLR DOWN - 'DN NEAR SIDE FLOOR DRAIN FD JOIST GIRDER - JG NOMINAL - NOM PRECAST CONCRETE - PC SQUARE - SQ UNLESS. NOTED - U.N. - COL EACH EA FOOT - FT KIPS (1000 LBS) - K NOT IN CONTRACT NIC PREFABRICATED - PREFAB STANDARD = STD VERTICAL - VERT I I .I JOINT PENETRAT. - CJP EACH FACE EF FOOTING - FTG WATERPROOFING - WPFG H WAY - EW - KIPS PER LINEAL FOOT - KLF NOT TO SCALE - NTS PRELIMINARY - PRELIM STEEL STL ION - COMP EAC FOUNDATION FDN WATERSTOR - WS PROJECT NO: 2002.0093 ELECTRICAL - ELEC - FRMG KIPS PER SQUARE FOOT - KSF .! NUMBER - N0. or # PRESSURE INJECTED FOOTING . PIF STIFFENER - STIFF. WELDED WIRE FABRIC WWF CONC FRAMING KIPS PER SQUARE INCH - KSI ON CENTER - OC PROJECTION - PROJ STRAIGHT - STR DATE: 04/11/2003 MASONRY UNIT - CMU ELEVATION - EL GAGE OR GAUGE - GA.1,I !.I " :I . .� , OPNG(S) RADIUS - RAD STIRRUPS - STIR. WIND LOAD - WL )N S - CONN(S) ELEVATOR ELEV GALVANIZED - GALV LIGHTWEIGHT CONCRETE - LWT CONE OF'ENING(S) O LIVE LOAD LL OPPOSITE OPP REFERENCE - REF STRUCTURE OR STRUCT'L - STRUCT WINDOW - WDW JS - CONT ENGINEER - ENGR GENERAL - GEN WITH. - W/1. T EQUAL _ EQ OVERNMENT - GOVT LONGITUDINAL LONG. OUTSIDE FACE .. = O.F, REINFORCED CO. PIPE - RCP SUPPORTS) . SUPT 5 )R CON R G LONG LEG HORIZONTAL LLH OUTSIDE DIAMETER OD REINFORCING - REINF SYMMETRICAL SYM WITHOUT W/0 ONST EQUIPMENT - EQUIP. GRADE _ OR - - FION - C _ ONG LEG VERTICAL - LLV OUTSTANDING LEG - OSL REQUIRED . - READ TEMPERATURE TEMP WOOD WD II III : EXISTING EXIST. L . � . � � � JOINT _ CJ GRADE BEAM - GR BM � - RIS TENSION _ T WORK POINT . - WP _ R EXPANSION - EXP GROUND GRD MANUFACTURER) - MFR PARALLEL - PAR. RISER - WEIGHT _ . CO MASONRY - MAS PARTITIONS) PARTN(S) ROOF THICK THK ATE - COV PL EXPANSION ANCHOR EXP ANC HARD ROCK _ -`HD RK RFI . . . _ . I I w . I . ._, � . . . . - _ I . )I l � I �. - NT EJ _ MASONRY OPENING - MO PENETRATION - PEN ROOF DRAIN - RD TONGUE AND GROOVE - T&G DEG OR EXPANSION JOII, . CHECKED: `RA 9�Z.0�0'� HEADED STUDS H.STUDS . . : � , ■ ■ 1. , � I ., . . I � - . " .I. � � ,' .. - � .. . I ,: �I� . .' , 3 �- ■ - 0093 .�. . - I . �I I .. \02093S1.DWC 1'=1'-0' STEHAN . .. . . ■ MODIFIED07/17/83 09:19:31., J:�A J�AMSOUTH�2002. ■ - 2002.0093 02093S1.DWC ,.1'=I'-8• STEHAN . - .. PLOTTED:. 81/17/03 09:28.01 1 J�AMSDlJTt1\ ■ ,. .� , .. , 1 ., . I 1- . .-I .I I ---________________1-- . .� I � - ', I . 1 ' , - I , fI , I. , ;, -iI I ..1 I . . � * � . _ . _. . . " _ _. _ ISOLATED FTG. (F) SCHEDULE 21 MARK DIMENSIONS FOOTING REINFORCING ANCHOR BOLT EMBEDMENT HEIGHT WIDTH LENGTH F1 16" 3'-0" 3'-0" (3) #5 E.W. BOTTOM 13" F2 18" 4'-0" 4'-0" (4) #5 EACH WAY 15" F3 18" 6'-0" 6'-0" (6) #5 EACH WAY BOTTOM 15" F4 18" 4'-6" 4'-6" (4) #5 EACH WAY 15" F5 18" 4'-6" 8'-0" #5 E.W. 012"O.C. 15" ".2 STEEL COLUMN (C) SCHEDULE MARK SIZE BASE CONNECTION REMARKS Cl TS6x6x5/16" STEEL PL 1x12x12' W 4 3 4"0 A.B. STEEL PL ix14x14" w/(4) WELD PLATE WASHERS C2 TS8x8x1/2" 7/8"0 A.B. w/300/16" ON .TWO OPPOSITE SIDES THICK PLATE w/WASHERS. AFTER COLUMN PLUMED C3 TS6x6x1/4" STEEL PL 3 4x12x12 W 4 3 4"0 HEADED A.B. REVISIONS' NO. DATE REMARKS 1 12-06-02 OWNER REV. 5 01-28-03 OWNER REV. 7 03-25-03 STRUCT. REV. 9 04-11-03 OWNER REV. 11 04-25-03 OWNER REV. 17 05-28-03 OWNER REV. 21 07-17-03 OWNER REV. r t � r ; u • 1 - .. t ;4 r � Z Y M, d tl: s ; k r - CK c' J N. m N i o _. Lr) ;u (V ' ' x Lo a: N io I to t 1 i r 1 SEE CIVIL DRAWINGS FOR NORI ARROW. 21 � y} i v2 " 7 1/2" 1 1 2 F.O.S. TO R.L. S6 F.O.V. TO R.L.fj A5vi ,r.— % IMEINL ITUDIJOI TSkT 12- .C. 6 1 JOS1 2— 3 PL 3/8x6"xO'-8" BEAM -SEE PLAN - 1/4 7 SECTION sn-one 3/8" STIFFENER PL EACH SIDE NOTE: MINIMUM 1/4" THICK CONNECTION PLATES sn-oris COLUMN CAP PLATE / 3/4"x10"x1'-2" —1 V-0" MAX. :1: 1/4 V . 3/8" STIFFNER —BEAM-SEE PLAN 1/4 CONNECTION PLATES OR DBL ANGLES EACH SIDE 3/4" CAP PL W/(4) 3/4"0 A325 BOLTS STL. COLUI�III PER PLAN O8 BEAM TO COLUMN DETAIL CONNECTION PLATE THRU COLUMN NOTE: FOR COLUMNS B-5 AND D-4 PIPE OR TUBE COLUMN NOTE: MINIMUM 3/8" THICK CONNECTION PLATES 9 BEAM TO COLUMN CONNECTION DETAIL ■ INTCRPLA 2x BLOCKING CONT CL OF COL ROOF TRUSS, FOR PROFILE, SEE STUD SHEET S7 FOR LOADS, SEE GENERAL ARCHITECTURE NOTES, PLANS AND SPECIFICATIONS. ENGINEERING t 12 12 10 1/2 DESIGN TRUSS FOR BEARING OFFSET INTERIOR DESIGN FROM PANEL POINT• 7 1 /2 7 1 / MANAGEMENT 2 PROJECT 58" ROOF 5/8 AA 004320 SHEATHIING SHEATHING O 5/8 SHEATHING m CA 8660 3/4,' ROOF SHEATHING 2x CONT 933 LEE ROAD, FIRST FLOOR i Ag2x CONT. DIAPHRAGM BLOCKING ORLANDO, FLORIDA 32810 SIMPSON NAIL TO SILL PLATE PH 407.645.5008 H10 ®EA. W/10d TOE NAILS. @ 6" O.C.; FX407.629.9124 ROOF TRUSS, FOR PROFILE, GIRDER TRUSS SEE ARCHITECTURAL DRAWINGS & S7 PER TRUSS MANUF. FACE OF TRUSS NAIL TO. SHEATHING 0 W/ 8d. NAIL © 6" O.C. (TYP) SEAL: FOR LOADS, SEE . GENERAL NOTES, 2x CONT ATTACH TO WOOD PLATES W/ PLANS AND SPECIFICATIONS. DESIGN TRUSS FOR BEARING BLOCKING SIMPSON A34 BETWEEN EACH TRUSS, OFFSET FROM PANEL POINT PLYWOOD WALL SHEATHING _ DOUBLE 2x6 SILL - - m-,tt PLATE -STAGGER . SPLICE AT 6'-0"_ _ W/1 /2„ O THRU-BOLT 16 @24 O.C. 6„ ' METAL STUD HANGER AND CAP : PER TRUSS MANUF. VENEER SEE g" I ARCH. DWGS CONSULTANT: 3 ��'- ,_o,, 4 SECTION 3/411 1'-0° 1 SECTION - 3/4"- 1 i_O" / sn-vrr� -arn ROOF TRUSS, FOR PROFILE, SEE ARCHITECTURAL DRAWINGS. FOR COL LOADS, SEE GENERAL NOTES, PLANS AND SPECIFICATIONS. DESIGN TRUSS T -5 1/2" FOR BEARING OFFSET FROM PANEL POINT. COL SON 22 PROVIDE BRACINGBETWEEN EACH TRUSS. 5/8" SHEATHING ROOF TRUSS, FOR PROFILE, SEE ARCH'L DWGS. SIMPSON H10 FOR LOADS, SEE GENERAL NOTES, PLANS AND ®EA. FACE OF TRUSS SPECS. DESIGN TRUSS FOR BEARING OFFSET FROM PANEL POINT 2x CONT REVISIONS: ROOF SHEATHING 10 1/2" VARIES SEE PLAN No. SATE riEMAaKs TRUSS BEARING 1 12-06-02 OWNER REV. 5 01-28-03 OWNER REV. 2x6 OUTRIGGERS 7 03-25.-03 STRUCT. CLAR. ILD PT. DOUBLE 2x6 SILL 9 04-10-03 OWNER REV. IFFENER I PLATE -STAGGER 16 05-19-03 OWNER REV. I SIDE `D SPLICE AT 6'-0"- (2) # 10 SCREWS @24" O.C. 17 05-28-03. OWNER REV. T T,O. TS COLUMN W/1/2 THRU-BOLT " 21 07-17--03 OWNER REV. @24" O.C. - 22 . 08-11-03 OWNER REV. " L5x5x3/8 12" O.C. (STAGGERED) STRUT FROM LIGHT GA. ANGLE co 6 TO STEEL BEAM _ 1 8 0 5/8"PLYWOOD WALL S5 - SHEATHING (D 4x4xl2 GA. STL. ANGLE O I 16GA. 6" METAL ■ s P4P� WELDED TO BEAM & W/(4) STUDS 024 O.C. ■ EACH STUD. (TYP.) 21 �LTS m #10 SCREWS � BRICK VENEER (4) # 10 SCREWS (TYP) ANSOUTH cD Co SEE ARCH. m-oras-a DWGS. I v-) - . - t- 8" 1'-4" `PROVIDE STUDS AT ARCHITECTURALFINISH L5x5x3/8 TRUSS FOR LATERAL 2 SECTION 2'-0" SEE ARCH. DWGS '= j'-nil TS6x6 BEYOND BRACING OF BRICK - 3/16 3/16 COL 1'-7 1/2" 5/8" SHEATHING 77V 12 2x CONT. DIAPHRAGM BLOCKING ROOF TRUSS, FOR PROFILE, SEE 7 1/2 NAIL TO SHEATHING TOP &SIDE ARCHITECTURAL DRAWINGS. FOR W/ 8d NAILS ®6" O.C. (TYP) NTs 5 SECTION 3/4"=1 _0 LOADS, SEE GENERAL NOTES, PLANS (1 NAIL TOP, 2. NAILS SIDE) sn-DIN AND SPECIFICATIONS. DESIGN TRUSS co OR BEARING OFFSET ,FROM PANEL POINT. c-o 2x CONT I T(,,� 2x BLOCKING CONT. AMSOU 1 1 NAIL TO BOTTOM CHORD 5/8" SHEATHING W/ (2) 10d TOE NAILS BANK ATTACH TO WOOD SILL PLATES W/ SIMPSON A34 BETWEEN EACH TRUSS. — 2x CONT. DIAPHRAGM BLOCKING 25,FL-C.D NAIL TO SHEATHING 0 BOTTOM z 4477 W.1 ST STREET C O L & SIDE W/ 8d NAILS 0 6" O.C. (TYPICAL) SANFORD, FL 1/2"0 CARRIAGE BOLTS (i NAIL BOTTOM, 2. NAILS SIDE) ■ 2" MIN 0 12 (STAGGERED) I cn ■ BRICK EA SIDE SIMPSON H2.5 EACH � ram) COPYRIGHT ©2002 �' INTERPLAN LLC RESERVES FACE OF TRUSS EXCEPT USE H10 COPYRIGHT & OTHER RIGHTS EA. FACE OF RESTRICTING THESE DOCUMENTS W16 -SEE PLAN TO THE ORIGINAL SITE OR RT3, RT4 & RT5 PURPOSE FOR WHICH THEY WERE 1 /4xCONNECTOR 3/8" THICK PREPARED. REPRODUCTIONS, DOUBLE. 2x6 PLATES EACH SIDE v> CHANGES OR ASSIGNMENTS ARE PLATE -SIZE TO SILL PLATE u PROHIBITED. I PROVIDE MIN. TS 12x6 - SEE PLAN L5x5x3/8 WELD ON ANGLE SUPPORT EACH END ``' _ W/ L4x4x0'-4" WELD TO COLUMN w TYP 3/16 C6x8.2 AT N -0" MAX 3/16 2" MIN 3/16 EA SIDE I TS 6x6 VERIFY WITH ROOF LAYOUT ROLLED L5x5x3/8 ROLLED PLATE PROJECT NO: 2002.0093 , 1 8x2'-8"xCONT SEE ARCH. DWGS FOR CONTTNOUS / RADIUS DATE: 04/11/2003 WELD TYPICAL EXTEND ENDS TO FPCE WELD TO BE OF BRICK COLUMN GROUND SMOOTH 6" 2,_0" 6„ D - - S5 IVTs 6 SECTION - 3/4 =11-011 3 SECTION 3/4�� =1,-0�� CHECKED: P... �lrl% sn-arr ■ ■ ■ ■ _ MODIFIED:08/18/93 15:58:27 J:\A-J\AMSOUTH\2002.0093\02093S5.DriC I/8'=1'-e' LESNAG • 08 19 03 15:09:32 J: -J SOUTH\2002.0093\02093S5.DWC I/8-O' ,LESNAC PLOTTED.. / L V� . WJ A7 6m EXTERIOR METAL STUD HARDIE PLANK CEMENT STUD TRACK CONT. = COMPOSITE PANEL DECKING "X" ATTACH TO.JOIST OVER 5/8" TYPE GYPSUM , NOT'EXTERIOR STUDS BOARD PER ARCH'L DWG. T.O. DECKING PER ARCHI ,WEB STIFFENER CZD 6 METAL STUD JOIST SEE PLAN 0 1 5/80 5/8', 20GA. METAL 0 STUD @12" O.C. UNDER EACH JOIST ---------- -RPLAN!-3j INTE rr -------------------- 2 METAL STUDS AT ARCHITECTURE EACH PA I EL END 60OT125-54 _(2)6- METAL STUDS ATI•I ICI I'I ENGINEERING EACH PANEL END B TO B DOUBLE 2x SILL INTERIOR DESIGN PROJECT MANAGEMENT. I•I II II II II II SCREWS IN FIELD OF ATTACH W/24 # 10 SCREWS I•IAA PANEL AT 12" O.C. C. Q04320. CA 8660 BLOCKED AT PANEL EDGES. WITH 6 SIMPSON S/HD8 AT TRACK 60OT200-54 I L _U — — — _t L 933 LEE ROAD, FIRST FLOOR 6" METAL.TRACK— EACH PANEL END �L ORLANDO, FLORIDA 32,81.0 PH 407.645.5008 FX 407.629.9124 SEAL: CONCRETE SLAB 7/8"O HILTI HY150 _T EPDXY ANCHOR W11 I 1/4* EMBEDMENT I•I I•I I•I I•I I'I I'I I'I I'I I•I - - SECTIONII O J0 7. (P 6" METAL TRACK SCREWS ON PANEL ■ a (24) #10 SCREWS EDGES AT 4" O.C. II II II II II II II II CONSULTANT: ® 'I I _ I•I — _ I•I _ _I•I _ I•I — — I•I — — —I•I —_—_ I•I — I•I— — —I•I — NOTE: — -- -- -- -- PLYWOOD PANELS TO BE I I I I— I I I I I (— I I-- I I I I i I-- i I— i I INSTALLED HORIZONTALLY (2) 6- METAL STUDS SIMPSON S/HD8 W/AN CHOR BOLT •I I I'I I'I I'I I'I I'I I'I I'I �'I TRACK ANCHORS — e O SECTION SEE GENERAL NOTES A CONCRETE SLAB REVISIONS: NO. DATE REMARKS EXTERIOR PLYWOOD SHEAR WALL PANEL CONSTRUCTION NTS — — — LI —1— — — _L 7 03-2105-03 OWNER. GEVLA.I I I I I I I I I 1 9 04—-03 R R. 11 04-25-03 OWNER REV. 17 .05-28-03 OWNER REV. 21 07-17-03 OWNER REV. 11 3 4 R.O. SEE ARCH. PLAN SIMPSON CS16 WRAP TRIPLE STUDS 17 MIN 0F8"TO F.S. SEE ARCH. PLAN 17 12, 60CR16 SCREWS 6" 21 RUNNER HEADER SIMPSON LCE4---\ (TYP.) 11An (2) BEARING STUDS-- Ll 60CRI6 RUNNER ■ WELD SOLID TOP & BOT H(3) 80SJ14 AANSOM, (1) FULL HEIGHT STUDBETWEEN::: WEB & EASTUD 1012 DER FLANGE SIMPSON S/HTT14 SIMPSON S/HD8 FULL HEIGHT STUD ouln DIULD <SIMPSON HH6 TO 1@6 00 HEADER OA PLAN VIE STRAP TO \HEADER �2) FULL HEIGHT STUDS 60CR12 RUNNER 'Nv (3) BEARING STUD EE ARCH. PLAN OPENING rS 3 —41 R.O.3 SIDES TRIPLE STUDS 21 PLAN SEE ARCH. PLAN 7 SPACE SIMPSON (3) STUDS (3) STUDS S/HD8—U.N.O. n2 METAL STUD HEADER DETAIL NTS n3 SECTION NTS > HDR SEE DETAIL (2) BEARING STUD OPNG (3) BE ING UD (2) FULL HEIGHT TUDS miviovu i n \\--16 GA. RUNNER CONT. BANK SIMPSON LCE4 1/4" CAP PLATE z f—SIMPSON CS16 WRAP 60CRI6 HEADER MIN. OF 8" TO F.S. L4x4x1/4"x4" RUNNER__'��!,_ SEE DETAIL . I _4 I I 25.171L-C.D TRIPLE STUD COL. @ GIRDERS. V 4477 W. I $T STREETti — — — — — — — — — — — — — — SEE PLAN FOR LOCATION. ----------- CONNECT VERTICAL STUDS MINIFORD, FL PER DET.Q)/S6 OR(@/S6 7 CONTRACTORS DISCRETION. —TS6x6xl/4" COPYRIGHT @ 2002 01 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS (1) FULL HEIGHT STUD TO THE ORIGINAL SITE OR ORD. PURPOSE FOR WHICH THEY WERE NOTE: DOOR OPENING DIMS I I PREPARED. REPRODUCTIONS, SEE FOUNDATION PLAN I I W/DOOR MANUF. CHANGES OR ASSIGNMENTS ARE FOR LOCATIONS. PROHIBITED. OPNG SIMPSON WRAPS @ 45' ,A 7 W\ (1) SHEET METAL ol #10 SCREW @ EA. STUD FLANGE INTERSECTION. BASE PLATE AND RECESS SEE 3/S3 PROJECT NO: 2002,0093 (3) BEARING STUDo ol DATE: 04/11/2003 \\\—SIMPSON HTT14 (2) FULL HEIGHT .STUDS SIMPSON S/HD8 TYP • S6 SIMPSON zs !3 oh S/HD8—UNO 9 NTS 3/4 I[= 1 1-0 11 CHECKED L AT DOOROPENING ,SECTION A� LTERNATE M NTS VAULT ULT DOOR FRAMING ETAL STUD OPENING -DETAIL: DETAI ■ mGo IFIED:07/17/03,99:22:46 J-.\A=J\AMSOUIH\2W2.N93\02093S6.DK,3/4'-.I'-O, STUM. . ---PLOTIED- 27117103 , < -49 z , fv r , r • t , ,.. .: a .. .. r - , a e DRAWING :NOTEZ) INTERPLAN v , < • `' 1;- ALL 2 4 L1GH F UR S AR 0 BE RETURN 1 E.. E— ' _ AIR RATED FOR 200 CFM EACH .TROFFERS. COORDINATE, WITH ELECTRICAL L 'ENGINEERING =: , 2. PROVIDE AN INSTALL QTY. 2 GR H CK MODEL � D LL Q O EEN E G 1 1 B .. INTERIOR DESIGN W OPTIONAL CURB MOUNT AUTOMATIC POWERED ATTIC / -PROJECT, MANAGEMENT ;. VENTLLATORS, 1667 CFM, 1 6 HP. 11 @V 1 PH WITH .BUILT ,IN CONTROLS. INSTALL ON FLAT 'PORTION OF ROOF. ' a : AA 4 00 320 - 3. GRAVIY INTAKE HOOD RATED FOR 1200 CFM 0 0.1 S.P MINIMUM CA 8660 „ i 1.4 SQ. FT FREE AREA INTAKE. PRIOR TO INSTALLATION, VERIFY - EXACT LOCATION WITH ARCHITECT, 4. ALL ROOFTOP EQUIPMENT TO ,BE SUPPLIED .PAINT -GRIP FINISH 933 LEER OAD, FIRST FLOOR •3, �..- 0 EST C LOR ..TO BE PER ARCHITECTS REQUEST. ORLANDO, FLORIDA 32810 t , ^ 5. .PROVIDE VERTICAL EXTENSION FLASHING. TO PH 645.5008 UPSLOPE SIDE OF HOOD. F X 407.629.9124 6. PROVIDE ALL AIR HANDLER UNIT CONDENSATE DRAIN LINES WITH 1 THICK INSULATION. , 7. PROVIDED MINIMUM 12X12 KEYHOLE OPENINGS IN ALL WALLS C5 r ABOVE CEILING WHICH- EXTEND TO DECK 0 ALLOW AIR T TRANSFER A RANS R BACK TO AHU <r A 8 48x6 LINEAR BAR GRILLES WITH 2'x4' LAY IN FIXTURES ' BY IN LOBBY. a 2 a PROVIDE A 4" CONCRETE 9. THIS CONTRACTOR SHALL VERIFY, WITH OWNERS VENDOR, ALL PAD APPROX. se"x4a.. EQUIPMENT AND DEVICES, ETC. AND ALL QUANTITIES PRIOR TO F 24X18 EXH. LOUVER VERIFY WITH UNIT M R. SEE ARCH. BID AND PROVIDE ALL ACCESSORIES NOT INCLUDED AND PART W 22 HP—t HP— 2 FOR EXACT Y • OF THE 'OWNER -FURNISHED EQUIPMENT". CONTRACTOR IS • . 34xt8 O.A. LOCATION RESPONSIBLE FOR PROVIDING ALL EQUIPMENT ANDAFRAME CONS�JLTAM: TA vER w[TH BIRDscREErt f OWN WITHIN CON DO T. & NUM FULL SIZE OF LOUVER SECURITY BAR ., 22 ;. OR, KR OOM 9x9 10. SUPPLY AND INSTALL INTAKE LOUVER OVER DOOR. _ 11 50 _ LOUVER TO BE INSTALLED IN UPPER SECTION OF yon SEE DETAIL ON SHEET M2 RIGID ROUND.,R NOU T - _. AIR HANDLING :UNIT C, TYPE 1 , A" x B" C" DIA, 1 0x6 ;8 12x . `1 0 16x8 12 22x8. . 14: PROJECT MANAGEMENT AA Q04320 CA 866n r L1 1 r L .�/��'� /-\`r/�i /.\I� V L.. ( / \11.� 1�1.•�J• - - wv/c-r nwwvun�n. - _ - l _ .. .. Ail 2e8V 24 TRANSFORMER THREAD ROD TYPE 3 OPEN ALL :- FAN AUX. / DOUBLE U ALL SUPPORT MINU C0 UCTINSULATEDCONNECTIONS (TYP) SPRING ISOLATORS — — — — — — — - RA DUCTLYP.' SUSPENDED AIR HANDLER AHU-2. _(HANG'AS T STRUCT POSSIBL of twirl r.mrAc., Y➢ I J.O. \ - 0 6" O.C., WELDED TO L 1/2 STEEL SLEEVE EQUIPMENT SHALL BE fi n WELD DUCT TO BALL.VALVE SLEEVE W/ CONT. BEAD j1 a BYPASS LINE : PROVIDE LOUVER WITH 1 SUFFICIENT DEPTH TO -' - -. ,% ALLOW REVEAL INTO BRICK FACE AS SHOWN / f ,r; ' BALL VALVE V FILTER `- ' DRIER c` BALL VALVE BRICK' DUCT W/INTERIOR VENEER : INSULATION uJ CHARGING VALVE REVISIONS: . 18 INCH BY,' 18 INCH INTERPLAN PLUMBING LEGEND BY 6 'INCH THJCK xd FIXTURE CONNECTION ..SCH EDU LE CONCRETE PAD J.R. SMITH 4225 ARCHITECTURE T, CAST IRON,CLEANOUT SOIL OR WASTE PIPING ENGINEERING DES WITH COVER &`T." HANDLE VENT REMARKS RIPRON,�'- WATER �(IN.) WASTE FINISHED GRADE — — — — — — VENT LINE INTERIOR DESIGN HOT IN: OLD (IN ASPHALT 'PROJECT MANAGEMENT PAVING.* 4 2 FLUSH TANK COLD WATER LINE WATER CLOSET (HANDICAP) L/2 WC, GRANULAR 1, Al A WALL HUNGIIII i HOT WATER LfNE A 004320 Y P).1 1/2 1-1/4 �2 LAVATORY R 0 BASE b "Y CA 866Q, 1/2 IN BREAK ROOM SK SINK 1/2 .-1/2 .2 I. —II). TWAT RETURN LINE W DRINKING FOUNTAIN HANDICAP) /2 11-1/2� 2 ROUND SECURED EXTENSION SAME SIZE SL STORM DRAIN LINE MB JANITOR'S MOP RECEPTOR 1/2 3 2 CORNER UNIT 1/2 AS SEWER, UP TO 4 INCHES CHROME COVER 933 LEE ROAD, FIRST FLOOR QSL OVERFLOW STORM DRAIN LINE ORLANDO, FLORIDA 32810 PH 407.645.50,08 RELIEF VALVE LINE SOIL OR REL fX 40 7.629'9 124 WASTE DP DRAIN PAN DISCHARGE LINE ''EL CTRIC WATER HEATER SCHEDULE SEE SPECIFICATIONS E S FOR MATERIAL CLEANOUT BALL VALVE PLUG ELEMENT. EWT LWT STORAGE REMARKS SYMBOL'. MANUFACTURER MODELAO. SYSTEM QTY. RECOVERY TANK HEIGHT TANK 'DIAMETER BALANCING VALVE CD (GAL.) RATE (GPM) (INCHES) (INCHES) (*F) ('17) LONG SWEEP CHECK VALVE —WALL SEE PLANS FOR SIZE 0 1 1500 WATTS 1/4 BEND OR 208/1/60 I A.O. SMITH DEL-10 DOMESTIC 50 .110 10 10 18-1/4 etio Y AND 1/8 BEND O+_ PIPE TURNING UP (OR UP AND DOWN) COMBINATION C+_ PIPE TURNING DOWN ? 4b �o �8/ 1 6 �o Lj P-TRAP — — — — J\L� — — — — — — la WH-1 WALL HYDRANT ■ iv CONSULTANT: EXTERIOR, CLEANOUT NITs 2 WALL CLEANOUT NITS FD-1 k:O)C— FLOOR DRAIN (FINISHED AREA) ffm EXPANSION TANK SCHEDULE ,TAG MANUFACTURER MODEL NO. SERVING MAX. WORKING PRESSURE (PSIG) TOTAL VOLUME (GALLONS) TANK DIAMETER (INCHES) TANK HEIGHT (INCHES) ET-1 AMTROL THERM-X-TROL ST-5 EWH- 1 150 2.0 8 12.5 TRAP PRIMER DISTRIBUTION UNIT SCHEDULE TAG MANUFACTURER PRIMER., MODEL NUMBER OF DRAINS SUPPLY TUBE DISTRIBUTION UNIT TOTAL LENGTH OF PRIMER LINE (FEET) MINIMUM MOUNTING HEIGHT (FEET) TP-1 PPP INC. PR-500 PRIME -RITE 1 12 6 TPDU-1 PPP. INC.. PR- 500 PRIME -RITE, 2 SS-8 DU-2. 20 ABOVE CEILING —15-1/4 INCH DIAMETER —/ COMBINED FLASHING CLAMP [RAP PRIMER DISTRIBUTION UNIT AND GRAVEL STOP 5-1/4 INCHES ADJUSTABLE EXTENSION SLEEVE WHA7X' FOR I WATER HAMMER ARRESTOR v LOW POSITION HIGH POSITION 1-1/4 INCHES MINIMUMECO 0— EXTERNAL CLEANOUT 2-1/4 INCHES MINIMUM 2—IY2 INCHES MAXIMUM 4-1/11 INCHES MAXIMUM , . I - 1-1/8 INCHES MINIMUM WCO I[i WALL CLEANOUT 5 INCHES INCHES /j REIASIONS: POLYETHYLENE DOME 2*_ EXTERIOR WATER DAM 15-1/4 INCH DIAMETER COMBINED FLASHING CLAMP PLUMBING ABBREVIATIONS AND GRAVEL STOP 5-1/4 INCHES A ADJUSTABLE EXTENSION SLEEVE ABV. ABOVE A POSITION AFF ABOVE FINISHED FLOOR HIGH POSITION 1-1/4 INCHES MINIMUM ARCH. ARCHITECTURAL 2-1/4 INCHES MINIMUM .2-1/2 INCHES MAXIMUM, B.F.F. BELOW FINISHED FLOOR 4-1/4 INCHES MAXIMUM 3-3/4 1-1/8 INCHES MINIMUM Co CLEANOUT 5 INCHES INCHES, CW COLD WATER REVERSIBLE EVERSIBLE COLLAR DN. 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THESSITDOCUMEN, �..- I , .-I..- ' i O E ORIGINAL �� 015 T . VVE 11� . .. I �. -.. -. �. -"��(I GADI.<. ; �'1 �I. . . ) . I . I. .I ..� �. . I .,�. . �I . I. � .. II..I II .. I ' I 1� P P �" \ PREPARED REP OIDUCTIONS. RE , D 3� . I,. I II I .�.I � � 0. � . . GES O 3 3/ CHAN R ASSIGNMENTS ARE ' /�,.1 BITE . d PnOHI D a k . . 3�� \ �tg 1 ' \) t . h° I �' ,, . 'Av _ .. \ / : - , - . . . i, nn r - HOT &COLD WATER DIAGRAM . . . . y . V N . OP Bps / - . : [3 ' . SCAL...1. r, ,: %/ , , ,, b _ I - - 4 a' , Fr f 2 E 1- II I� I' ,.-, �1I . .- ��.. . :I 1.I .1. ..I t �I PROJ CT NO: 002,0093 5-, DATE: m - C 4.. ,... :... . ,. 4, ,, . �� 1,� "` . 11I. I. iII t. ;.. _ s 4, ,#. .r., _ . PAN A P : A ELBO RD.. P - V A -. Q G . I20 0 LT E 2 8 w PHA E 3 IR . 4 S . E SE ES I RAT N 2 R A C I G 2 000 I. ,'r >� s r � :: - ,•, � x � 'd PANE TYP , L LIN E...I E MA 4 INS.. .. 0 AMP M 0 LO MAN RATIN, I S I 400 AMP.. G• PT 0 IONS. v z ,'- z .k a z .�1, :.I. MA TY NE P N OS ftE. E _CL U E 1 . M N OU TING. ECE R SSED OPTI NS 0 E U1P. ND. R Q G BA N _ OT E, BOLT N R K 0 B ERS II ,, _1 �I ,_I .I. I, :Il� II..��-.I - ,,,, .. -, ,, ,. :,. m :: R . �. - , �' s.. : ,, .. , ..i ," ��,I," ,�1"1�" .. KT B R .. - WIRE - CONNECTER (AMPS) -, A BKR. � �.. �? . - _,,,.. .. RKR PQ A B Lf LO D DESC Z R PT ION K GT ,LOAD CKT I LOAD ESCRIPT N WR I E R POLE"/ B KRI. . _ .1. , _.,. ,� ,; ,: , ... . ,...:.._ ., PT 0 S T P RI ,. P NO,, HASP A; PHASE B PHASE C NO SIZE TRIP QPT S �' t-, :.- ,, , , , r r - . . ,.... _.... . • -: -_ 3 2 SE RP P f 1 149.8- 20.8 2 HP-i SEE 3P40 , , _ } -, 1.,_.. ,,,... ,, , - :. - . ... . , , _- _ . RISER 134.2 20.8 ___ R R 1SE - : t . , i . , '. .I. __ _- DIAG. _. . . . .., 176.4 20.8 --- __ s , . , F ., I.. , , � 3P4 • 0 SEE HP-2 3. 20,8 . .- 4 P S ACE' - -- .: ,, , - :,- �I.. 'l�-. .. RISER -- . 20.84 I. 4 , -� L I - . 1 �' l�" ",m _.II - DIAG. - .. 20:8 - --- - - _- -- I- ., �1" � ..,. . A �- �II -. 0 SEE AHU 1 5 58.4 - 6 SPACE - -- fir` r '`".� , , , -" - RISER - 58. 4 - _ . - _ _ r r 1. I--,. �, y -� , - IA -- D G 58.4 - --- - --' .` .,. ..,�, ,. , �,:-- , � �, -I r. 3P'15 SEE:. AHU-2 . .. ' 7 6.4 0.0 8 SURGE SUPPRESSOR - 3P50 - &' • .� . , , -_ RISER --- 6.4 0.0 --- __ ,: 1r" ��-' _' _:` . . _, �1 -_ DIAG: --- 6.4 0.0 -- -- II 1�� -'-, :-.: ��,� ,_I� .- . 2P100 SEE RP -UPS .: 9 39.0 - 10 SPACE - -- _I�i.A_I ._�, I.�1 ;I .: . RISER --_ 37.0 - --_ - u ., �:.,� D(AG. - - --= -- s II .', .� I . NOTES: .. CONNECTED SUB TOTALS- A 295.2 282.E 282.8 . .,i..,," , i . s } f . ' _ , . . I. . "'■ , , , `. .. PANEL FEEDER AMPACITY - 400A PANEL MAIN AMPACITY - 400A M1 :,�Y Y - I .. . . _ f 11 . .I1: ... - . .. .. - . PA R N LB AR P l , E 0 D. ' VOLTAGE: 1 L AGE: 0 2 208 •� PHAS 3 WIR • :, E. E. 4 SERIES Al , ,RATING:';. 10,000 . P -PANEL MAINS: RATING: '} N TYPEENCLOSURE: R LS U E.1. , 1 :MUT� • O NING *RE CESSED' ESSED F P `: OPTIONS:. .P,: NS, E EQUIP. GN � - Q D. BAR N1. OTE: < B ' OLT ON .' BRt K. ---. EA ERS CK T BRKR. B T OPTS R BK . P OE L / TRIP WIRE. S IZE . OAD DES PT ":..CKT L CR IO E N _ .: ... NO. - _ CONN T A AM EC ED LO .D PS -. A ., ) .0 KT. N 0• ' LOAD DESCRIPTION , ,, -: , WIR E SIZE B Rr K POLE TRIP: BRKR. OPTS :: PHASE -A 'PHASE-0 PHASE-C : 1: 2 12 LTC T ELEC • RM/VAULT/BRKRM 1 10.9 t 1 2 ; :- 2 - , LTC LOBBY (o) 12 „ 1P20 , 1P20 1 2 L - TG LOBBY 0 FICES b _., 4 . , _ F LTS 0 FICES 1P20 , iP20 12 '. LTC -TELLERS WORKROOM / 5 8.0 _ 6 P s aRE . 12 1P2e 1 P20 12. LTG -ENTRY 7 2.5 12.0 8 LTS- EXT. SIGN 12 1P20 1 P20 12 LTG=CANOPY . . ; 9 - 7.5 , 4.0 1 0 S N= AN IG .0 OPY ATM i 12 1P20 1 P20 12 LTG -CANOPY 11 5.0 13.2 12 LTG -SITE - 8 P 2 20 i026 - LTS- CANOPY. O/C 13 1.0, 13.2 14 ---, . ` . -I-- .1 P20 12 SIGN -SITE 15 8.0 13.2 16 LTG -SITE 8 2P20 iP20 12 'SIGN -SITE . 7 1 . 8.0 13.2 18 , --- -- iP20 12 WORKROOM REFRIGERAT R CCTV 0 / 19 12.0 9.0 20 P _ RECE rs. MICROWAVE! . 12 iP20 1P20 12 WORKROOM RECEPTACLES' CNTR 21 10. 7.2 0 22 WATER HEATER . 12 ' 2P20 1 P20 12 MECH ROOM/EXT. RECEPTACLES' 23 ' 6.0 7,2 24 --- -- , i P20 12 RECEPTS,-DYPK/FRONT EXT. 25 4.0 6.0 26 LOBBY . COPIER . .12 1P20 . iP20 - SPARE ,. 27 - 9.0 28 RECEPTS-EWC/RR/BRKRM . - 1P20 1P20 12 RECEPT.- LOBBY 29 6.0 8.8 30 EF-1, EF-2. 12 . 1P20 1P20 12 CASHROOM RECEPTACLES 31 8.0 8.0 32 RECEPTS.-TELLER 12 1P20 .IP20 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 1 P20 12 SMOKE DETECTOR 37 1.0 4.0 38 RECEPTS- DYPK VAULT TV 12 1 Pee iP20 12 WORKROOM RECEPTACLES 39- 6.0 6.0 40 WORKROOM RECEPTACLES 12 1P20 1P20 12 WORKROOM RECEPTACLES 1 41 6.0 6.0 42 WORKROOM RECEPTACLES 12 1P20 NOTES: CONNECTED SUB TOTALS- All 102.8 100.2 103.4 ' PANEL FEEDER AMPACITY - 200A . PANEL MAIN AMPACITY - 225A <: . : , i i 1. .; . . 12 3 VO T. `. .:PHASE WIRE 4 . . RP-' 0 ze8 ' _ L AGE - PAN _ I �_ ELBOARQ R SE I S AI ATE C ING 10 000 M N -�'MA N AI S T S RA I G N ' PAN P ' ' �- OD . I �,. EL TY N E Q 5 22 AM M P LO 22I5 ,AMP : P 0 T NS L0 ,R C , , N E IF U . G Q D. BAR E ES E SD P N M UNTING _ Q TIO S NMA P Q E TY EECLSR 1 N N 0 U E T BOL ON R R �, 0E ._ BEAKES CKT / BRKR. 0 PTS K. R' POLE / TRIP ''° WIRE SIZE- . . . . , OAD DESCRIPT QN I CKT, NO. CONN CT - ED LOAD AMPS = A � , (M S), CKT N0. ,. _ . L D R PT N _QAD ESC !0 _ , I WIR E IZE KR B . P QL E . BRKR PTS _ ,. PHASE.A - - PHASE B PHASE - C 1 P2. _T SPARE 43 - - -. 44 SPACE _ , tP iP20 12'' SPARE 45 .' _ _ kt 46 SPACE . . - 1P 1P20 12 : CANOPY -BLOWER 47 , : 1 0 _ 2.. 48 Z 1P20- 12 . CANOPY -BLOWER 49 12:0 2:0, 50 .CASH MACHINE 12 . 1P20 1 P20 . - SPARE 51 - . 2,0 52 AUDIO SWITCHER E 12 1 P 20 1P30 10 _ ATM 53 4 - 2 .0 54 P . S ARE 12 1 P20 iP20 -, SPARE 55`. - - 56 1 SPARE 12 1 1P20 2P20 12 AHU-3 57 8.0 _ 3.0 5$ VAULT DOOR' 12 1P20 -- _ -_- 11 59 i t 8.0 .0 60 CU-3 12 P2 2 0 - 1P20 12 ` RECEPTACLE- CUBICLE 61 4.0 11.0 . ' : 62 ___ - ,_ I. . 1P20. 12�, RECEPTACLE- CUBICLE 63 4.0 10,0 64 CONTROL BOX DRIVETHR ( U) 1 2 1P20 iP20 12 _ RECEPTACLE- OFFICE '' 65 4,0 10.0 66 CONTROL BOX (DRIVETHRU) , 12: 1P20 1 P - - SPARE 67 ''. - 10.0 68 SPARE - 1 P20 1P20 12 RECEPTACLE- OFFICE 69 I4.0 - I 1. . 70 SPARE - 1P20 1P20 12 1 RECEPTACLE- CONF. RM. 71 4,0 - 72 SPACE 12 iP20 1P - SPACE 73 - 8.0 74 1 COUNTERETTE -I 1P 1P SPACE 75 - 8.0 76 COUNTERETTE - I[p 1P - SPACE I 1 77 - - 78 SPACE - 1.P 1P - SPACE 79 - - . 80 SPACE - iP , 1P I - SPACE I 1 81 - 82 SPACE ip 1P I - . SPACE I 83 - 64 .SPACE - I 1P . NOTES: CONNECTED SUB TOTALS-8 47.0 39.0 73.0 . CONNECTED PHASE TOTALS 149.8 1 139.2 176.4 PANEL. FEEDER AMPAC[TY - 200A PANEL MAIN AMPACITY - 225A . � .; - � - - - , : , " - �- �., ; I - � I - - I .. : . . . . . 11 ., -, , - - I , , I I � I . � NAMEPLATE COLOR: LETTER (FILL) COLOR: A _ . EMERGENCY =RED EMERGENCY =WHITE NORMAL =.WHITE NORMAL = BLACK f .., �.��: - I / � � I * . .� ; PANELBOARD I RP . UPS VOLTAGE 120/240 PHASE WIRE 3_ SERIES AIC RATING 10,000 PANEL TYPE NQOD MAINS 100 AMP, MLO . MAINS RATING 100 AMP OPTIONS NEMA TYPE ENCLOSURE 1 MOUNTING . RECESSED OPTIONS EQUIP. CND.. BAR NOTE BOLT -ON BREAKERS ' CKT/' BRKR. OPTS I POLE/ TRIP WIRE SIZE' LOAD DESCRIPTION CKT. NO. CONNECTED LOAD AMPS A (AMPS) - CKT. NO. LOAD DESCRIPTION WIRE SIZE BKR POLE/ TRIP BRKR. OPTS . PHASE -A PHASE -El iP20 12 OFFICE 1 5.0 5.0 2 OFFICE 12 1P20 1020 - SPARE .3 - 4.0. 4 WORKROOM COMPUTER 12 1P20 iP20 12 DRIVE-THRU TELLER RECEPTACLE 5 2.0 - 6 SPARE 12 1 iP20 1P20 12. DRIVE--THRU TELLER RECEPTACLE 7 12.0 - 8 SPARE 12 1 iP20 i P20 - SPARE 9 4.0 4.0 10 TELLER 12 1 1 P20 1P20 1 12 TELLER I I 1. 11 4.0 4.0 12 TELLER 12 iP20 1P20 .12 TELLER 13 4.0 - 14 SPARE - iP20 iP20 - .; SPARE 115 4.0 - 16 NIGHT DEPOSIT 12 iP20 1P20 12 I TELEPHONE ROOM WIREMOLD. 17 6.0 5.0 18 TELEPHONE ROOM RECEPTS 12 iP20 ' 1P20 12 TELEPHONE ROOM WKMOLD' .19 6.0 5.0 20 TELEPHONE ROOM RECEPTS 12 iP20 1P20 - SPARE 21 4.0 22 OFFICE 12 1P20 1P20 12 ' OFFICE I I 23 4.0 4.0 24 OFFICE 12 1P20 1P20 - SPARE 25 26 SPARE - 1P20 iP SPACE • 27 28 -SPACE iP 1P, SPACE 29 30 SPACE iP CONNECTED PHASE TOTALS -A 39.0 37.0 NOTES: . • .ALL RECEPTACLES CONNECTED TO THIS PANEL SHALL BE ORANGE IN COLOR • PANEL FEEDER AMPACITY - 100A PANEL MAIN AMPACITY - 225A. r\r-Jn . REVISIONS:. A AMPERES NO. DATE REMARKS . AIC AMPERES INTERRUPTING CAPACITY 5 1-28-03 OWNER REVISIONS . AFF ABOVE FINISHED FLOOR 19 06709-03 OWNER REVISIONS 22 8/i1/03 OWNER REVISIONS I � / /I . ATTACH NAMEPLATE AFG ABOVE FINISHED GRADE WITH 2 SCREWS C CONDUIT RACEWAY CU COPPER l ELECTRICAL NAMEPLATE EM EMERGENCY ., EX EXISTING . NTS G ,:r GROUND H MOUNTING. HEIGHT ABOVE FINISHED . FLOOR TO .CENTERLINE. HP HORSE POWER 1. . KCMIL THOUSAND CIRCULAR MILS ■ ■ LETTER FONT- 1/2" SIMPLEX MTD MOUNTED LETTER (FILL) COLOR: BLACK .A NEC NATIONAL ELECTRICAL CODE .. AANS"k .� �4 I.; . . � I I � . NAMEPLATE COLOR: RED NL NIGHT LIGHT . P POLES , 2 3/4. I. PH PHASES UON UNLESS OTHERWISE NOTED IL._I,' �.�.a,`,,, ;il�,-', ,,'", ,1-.f,7�,�11,'l-..�, ,�1,,1,�,�"Z,�,,..J,, ��-�;:.-'t.. -I :I.`I ,, :I , . 1-1� �I ."��,,"". I , II II ," �%� I I . �I �-.�., Ill . ,. �. I-% I . . I. . . � . . I . I . I . . . . . � I . I I. ,., _ ul V VOLTS 'I:I.. , ..� �.. I 2 1 W WIRES ...� �I- 1� . . .. I. WP WEATHERPROOF, NEMA 3R. . 8 I� . I � I ) . . . Vx k. , r - 2 RECEPTACLE NAMEPLATE . I .. .I I . ... I .. �. I .. . � . . I . . . I II . . .. . .. I. .� I I � .I I . ..I . �,I NTS . -,_.,.,-1�*-I��,� _,�`-, ,'�-1,�-, .',-- � 1-1�',,, �,i_��_��'-:.�I ,.,�1,,�,,.:'� .'!-'�,,I��_ _!,'-,, ;,,�-�',,*, -.,,�,v .,,, �,,- ' 1-,�"�--I�1i�i-,, �"1"_,, , 1, �..i;��--r�'-,,," _�I�,..-'-",�*",,`t,m.,.l.r,,��5.-, '. ,,._.,_-_ ."�,_�l, -�.�,:-.,-'�-:--.,,,�"�, ,:-��-..:� �,;,. .,�,, ,:,-1�. �,:�:�� "..,,,"1�,_1�1�:'�-�e:;-_-, ,;-�._�_,1-_�; ,r, -,, ,.�-�,,i:,�- r%',,, ,,.v�,�..'.1�_��.._�-"'"� ",1_:.�i. �� ' �,�"�,_�.-"1��" ':1,.-,_���":-�, .,,'�' *.�,..I-.1, " " t ,.I� ,,�.- : ',., ���. .. � I I- , �..1 . ,.� ' ' .� , .. I,, .....I.I .I I . ;�I, . . .,�.._. .1., 11. � .-. . - I I,I,� .. , , - %I. *��,. .1 .� ! *...I . I .I . . I.1 ��, ', .I ,1. 1, _II 1 -�*.1,.-':.I, I� 1''1,I_. ,.�:.,,., ,,� ;1IlI , �"_. ..,". -. ..��." `'"".I�.. l. _lI .:!III.. � . �� .� I .� .. I�.. .� ..- . .�. I I. . II. . I . ...� .. I.. ...I I� ..1.. .. . ,..- ..I .. . ..I � 1.II . .. .�1 . . . � II II I. 1II lI s dY _ GENERAL NOTES . LEGEND ors z, . ", I � I . . . � . . I I . . I. -II I . .� I I I .I II II . I s - ELECTRICAL NOTES } a r < , . Z _ "Q CEILING OUTLET: SURFACE OR RECESSED AS NOTED. LUMINAIRE TYPE "A" . . 1. BRANCH- CIRCUITS #12 A,W.G. AND '1/2" CONDUIT (GALVANIZED) MINIMUM. CONDUCTORS SHALL ,>' I :. BE 98� CONDUCTIVITY COPPER; SEE SPECIFICATIONS FOR TYPE' INSULATION. ® CEILING OUTLET. EXIT LIGHT, SEE LUMINAIRE SCHEDULE. BRANCH CIRCUIT. CONCEALED IN CEILING, WALL, OR IN CEILING SLAB. #v , ; . CEILING OUTLET: RECESSED FLUORESCENT LUMINAIRE - SINGLE. OR CONTINUOUS BRANCH CIRCUIT: CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. u 2, ALL BRANCH CIRCUIT CONDUIT SHALL BE GALVANIZED EMT, JOINED AND TERMINATED WITH N T AMSOUTi 1 - OWN, LUMINAIRE TYPE D (TYPICAL). LE G HS AS SH BRANCH CIRCUIT: HOMERUN TO PANELBOARD. AND 20A., 1 P., BREAKER, UNLESS ' COMPRESSION TYPE STEEL FITTINGS, 1/2" CONDUIT MINIMUM. j� I � . � .. .. .. . ... I. I 3. THE ELECTRICAL CONTRACTOR HA A CEILING OUTLET: RECESSED FLUORESCENT LUMINAIRE - SINGLE OR CONTINUOUS OTHER4�IISE NOTED. VAN S LL C REFULLY COORDINATE HIS WORK WITH OTHER LENGTHS AS SHOWN, HASHMARKS INDICATE EMERGENCY FIXTURE. NOTE: HASHMARKS INDICATE NUMBER OF CONDUCTORS. SHORT HASHMARKS ..MEC NTRACTORS THROUGH THE GENERAL CONTRACTOR . .. I .I HANICAL CO INDICATE NEUTRAL CONDUCTORS ;.4; FOR SPACE .REQUIREMENTS, ETC. o CEILING OUTLET:. SURFACE OR STEMMED FLUORESCENT LUMINAIRE 25.FL-C.D SINGLE OR CONTINUOUS LENGTHS AS SHOWN. mm BRAN P 4. VERIFY- LOCATION OF ALL FLOOR OUTLETS BEFORE INSTALLATION. 1 CH ANEL: SEE SCHEDULE AND SPECIFICATIONS. 447J W, ,CEILING OUTLEF: JUNCTION BOX WITH FLEXIBLE CONNECT ON T P 1ST STREET 0 E I MENT, CIRCUIT #1. I QU ¢aa POWER PANEL: SEE SCHEDULE AND SPECIFICATIONS. 5. MOUNTING HEIGHTS OF ALL WALL OUTLETS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: SANFORD, FL ■ i . .WALL SWITCHES 4 -@ H. JUNCTION BOXES 1 -6 H. QI WALL OUTLET: WALL MOUNTED INCANDESCENT TYPE LUMINAIRE. m JUNCTI,ON BOX. . r. RECEPTACLES, GENERAL. 1'-6"H, TELEPHONE 1'-6"H. ■ ■ MANUAL FIRE ALARM .STATION-4'-@"H. BRACKET .OV R MI ROR - "H R WALL OUTLET: DUPLEX RECEPTACLE, 20A.,125V.,2P.,3W.,NEMA 5-20R. HUBBELL #5252 p RELAY: SURFACE MOUNTED. E R 6 6 0 AS DIRECTED LIGHTING PANELS 4'-6"H. EXIT LIGHT CENTERLINE ABOVE DOOR. ® WALL OUTLET: DUPLEX RECEPTACLE, 20A„125V.,2P„3W.,NEMA 5-20R.. HUBBELL #5252. � NON -FUSED DISCONNECT SWITCH. COPYRIGHT Q 20 0I� . I I. 1.1 I. I I 1. 1. I. I II ABOVE CEILING. IMERPLAN LLC RESERVES 6. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL 0. WALL OUTLET; DUPLEX RECEPTACLE, 20A.,125V.,2P. 3W. 45"H.. �' FUSED DISCONNECT SWITCH. j T COPYRIGHT &OTHER RIGHTS II CODE AND LOCAL ORDINANCES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL UNLESS OTHERWISE NOTED. SEE ELECTRICAL NOTES. �L CEILING EXHAUST FAN RESTRICTING THESE DOCUMEMS NECESSARY PERMITS. { A OUTL TO THE ORIGINAL SITE OR W LL ET: ELECTRIC WATER COOLER RECEPTACLE, 20A•,125V.,2P.,3W.,NEMA 5-20R MANUAL MOTOR STARTER THERMAL SWITCH. WALL MOUNT 5'-6"H OR AT MOTOR-DT HUBBELL 5361 VERIFY EXACT HEIGHT AND LOCATION PRIOR T 0 L 7. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT HEIGHT . OF ALL COUNTER TOPS 0 PURPOSE FOR WH H ,r`,';'.: i' ® PHOTO -CELL: SEE DETAIL THIS SHEET IC THEY WERE,,." I.� � . .. .I .. -. I I. . I � . � I II . I� . I I . . . . I � I I 1. .. . . . I . . . .1�� 1I -I . .. -.I . 1� I� I I � 1. I I . � . I �. . . . I � I. . . .. .. 11 .. I I �... I I . 1 . I . I I II I . .. . , . I.. I . 1 . � I. .I I __ � I� . . I . -I � - � . . I . . II .- � . -I L , . -. . � . I. . L I .I ,. �I -I � �. I. .� ,.L__.� :.krr� I..� 1, �. II I . . . .I ,. �I , I .1 �I .I '.� . I .I. I -,�L-OI, AND :BACKSPLASHES ON CASEWORK SHOP DRAWINGS, AND. CHANGE SPECIFIED *p INSTALLATION. III I. I. 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I�: , , ,.. ��11 _ 1, I .��: I "I Z�.,� .,� ;� 1-�. . ,- .1,I;. . , II I, , . I . �L , I�. ,, �j�m'�. .. ..... . I .I , . I ." � � I - I 1,. ,.! . .-".-. t,,I I:I.'I p, �..I , � :t. �. ee I. .. .1:I.�_. � �' i_, -II � I_.��. I,: � l ,. ,� �1- �I "'.I_I_ , � � '.,�.7 ::'�,� .. I 1.-I�1, , , 1-, ,:,; �- .I -��q.',. I � 1�,. - I . . ", :L � . ,. I ,I ��,. , ,. �:I': �'�l.l .I,1., I.I . . ."1.1, I, 1. : . 1- . . 'I_ I� I. .. . . I, I, . _I�.-.� ',.I. .; ,.,. I.. .I .-L".I - I . . I �I � -.. I , � I- , I ..'. ,� . .:-I� I . . I . I � 11 . -I , . _. �. '. . .� .��.L , . I . . I -I I II .. I I I I ..I -_a . r.. �. .II I. .. �� . � . 11. . . II .1 .I�� . � .. I . 7 , ,II I� I .. II . 2 -. a. I ' . . .-I 1a1 . -. . 1. 1I1�.1 - . _II�.I 1�_ , 5; `` , , � „ PREPARED. REPRODUCTIONS WALL OUTLET: DUPLEX RECEPTACLE WEATHERPROOF 0 1 V P -MOUNTING HEIGHT OF WALL OUTLETS INDICATED AS REQUIRED S0 THAT BOTTOM 2 A., 25 .,2 .,3W.,NEMA 5 20R, VOICE DATA SY T M H ► / S E WALL OUTLET WITH 3/4 C. STUBBED TO ABOVE ACCESSIBLE CHANGES OR ASSIGNMENTS ARE' UBBELL #52,52 W/.SLATER #3780. .', OF OUTLET BOX IS 2" ABOVE TOP OF BACKSPLASH OR IF NO BACKSPLASH IS . CEILING UNLESS OTHERWISE CIRCUITED. PROHIBITED. USED, 4" ABOVE COUNTERTOP. O= WALL OUTLET: ISOLATED GROUND DUPLEX RECEPTACLE 20A.,125V.,3W.,NEMA 5-20R. HUBBELL #IG5362. T° TELEPHONE SYSTEM: 3/4" PLYWOOD PAINTED 2 COATS BLUE ENAME 4 X 4 " .8. THE._ ELECTRICAL CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING �r „ L, 8 8 UNLESS . REQUIRED TO DO THIS WORK REPAIRING OF WORK SHALL BE COMPARABL TOW RK = WALL OUTLET. DOUBLE. DUPLEX RECEPTACLE, 20A.,125V.,3W.,NEMA 5-20R SHOWN OTHERWISE. PROVIDE 1#6-3/4 C. TO MAIN SERVICE GROUND. �. 0 . .. . E k ' + ,' CUT: PAINT TO MATCH ADJACENT SURFACES OR AS DIRECTED BY ARCHITECT. HUB E E - , TWO BELL #5252 W/ SINGL PLAT . /°\ T ' 9.. ALL CTRCyITS SHOWN CONCEALED SHALL .BE RUN IN FURRED CEILING SPACES AND p- WALL OUTLET: JUNCTION BOX. CLOSED CIRCUI T,V. SYSTEM: EMPTY CONDUIT WITH PULLSTRING FOR VIDEO CIRCUIT. . MINIMU „ S A M SIZE CONDUIT 3/4 . H, LL ,BE .CONCEALED IN ,CONCRETE SIAB ONLY WHEN NO FURRED CEILING SPACE WALL OUTLET: PLUG-IN STR P k - ,' U I WIREMOLD #V20GBA18, LENGTH AS REQUIRED, COMPLETE r. r -:,W t i ,y IS PROVIDED. W/ ALL NECESSARY FITTINGS, ETC., AS REQUIRED. - MOUNT AS DIRECTED \ TELEPHONE SYSTEM: 3 4 BRANCH CIRCUIT CONDUIT WITH NYLON FISH CORD I. �r UNLESS SHOWN 7H W as BY ARCHITECT. 10. V R F A W T 0 ER ISE. E I Y. _LL DOORS INGS WI H ARCHITECTURAL BEFORE ROUGHING IGHT SWITCH S I. L E . e 7 ► WA / � ALARM SYSTEM. -EMPTY CONDUIT WITH P LL OUTLET. GROUND FAULT INTERRUPTER RECEPTACLE TERMINAL 20A. 125V P I ULLSTRING FOR SECURITY SYSTEM CIRCUIT: ' 2 3W., „ ,: ,. 11 ALL GO DUIT N N MINIMUM SIZE CONDUIT 4 ;' . N CO CEALED, U LESS SPECIFICALLY SHOWN EXPOSED. P&S NO. 1591. 3/ . . TV . 14 ; 0 WALL OUTLET. DUPLEX RE PTA CC 12. CONTRACTOR SHALL CHECK ALL LIGHTING LUMINAIRES FOR EXACT TYPE MOUNTIN AN CE CLE, 20A:,125V.,3W,,NEMA 5-20R. HUBBELL' #5362. -; ;, G D Q CEILING OUTLET: JUNCTION. BOX FOR CCTV CAMERA, , CAMERA BY. OTHERS. r t SPACE -REQUIRED BEFORE ROUGHING IN. PROJECT NO: 2002:0093 t WALL SWITCH: A:C. TYPE, 1-POLE, 15A•, 1.25 277V., :HUBBELL ` 1 101. . a.( - .. - ,f;: . : M D DATE: 04 l 1 20 13. VERIFY EXACT LOCATION 0 : ALL MgTORS AND IPMENT B F R H N / / 03 I . F, EQU E ORE OUG I G IN. z WALL SWITCH: A.C, TYPE, 2-POLE 15A: 125 277V. HUBBELL 110 ' % ° , / # 2. J CEILING OUTLET. JUNCTION BOX FOR MOTION DETECTORS DETECTOR ,11 " r ,.r:BY OT 1-- .I .� 1 , OHR E S, . , WALL SWITCHA.C. TYPE 3-WAY 15A. 1 77V - - �,,,, �. , 1 ...FOR COLOR OF ALL SWITCHES RECEPTACLES COVERPLATES AND OTHER EVICE UTETI 25/2 HUBBELL 11@3. LOCATE IN CEILING SPACE E D 0 LE S # . 1 _., ,, • ,. SEE-SRECIFICAT ONS EXCEPTION='`S E 15 �." t 4 „ :.. '. I � E # ) m WALL SWITCH. DRIVE-IN TELLER SWITCH _ SD . a C SINGLE POLE _DOUBLE THROW, MAIN CONTROL, f , . , 4 ;.., J CEILING OUTLET: JUNCT CENTER OFF`- 15A. 277V HUB Q ION BOX FOR SMOKE DETECTORS, .DETECTOR BY .OTHERS. r � , . 15, ,ALL RECEPTACLES CONNECTED 'TO' TH P . P _ BELL 1381.. E U S ANEL SHALL BE ORANGE IN COLOR. COVERPLATES # . :. .., 1-. .. ;. ,., T •- 0 MATCH ALL OTHERS, ..SEE SPECIFICATIONS, ;; . , _, ,. . . ,,.., _ r .,, ,...., , , : , , .t. _ . . M. ., } l . _. . � ... - E w�� , ,.r,.: ..M , r a ... - ..,' ..�.'. :. 1. .,...:.. 1.. �j'. (.. ...,.:, ::.., a ...z: :x n , r,:.. I ^t .. -.. ...., , k.,:, ..-. ..-- :, .. ,. .t ....,. ...-. ....,.., -...- .._... x t. a. - ,,' Y v,Q .,. . , _ .. CHECKED: - r F: ,.... r , ... .., -... .. - _ s. i r ... .., .. .. ,, < :-.. - , i .. ... C .. . - . LOAD CALCULATIONS: LIGHTING LOAD 17.3 KW X 125% = 21.6 KW . HEATING/COOLING: COOL: 30.6 KW HEAT: 36.0 KW X 100% = 36.0 KW MISCELLANEOUS POWER: 44.7 Kw X 657 = 29.0 KW TOTAL KW = 86.6 KW 86.6 KW/ V_� x 208 VOLTS = 240.3 AMPERES �- - , , , _ . I � I � . , I % � " ; 1 I I .� . 1 ,..ll, 1� , , - ,, , , .','�4 � � ,,t�4� %v,�"1_� �1,��"��, I .. :"��, !,.� ;- .,�; w , ,?'iz I 'l� .iK - I 1; I \, N>- , r', ; � I ' ' ' I -, llI , � I -, -.,�. .. II I ?.;II-,,'i ,-,, ,, ,, lI;� , �"I, r I� ,, , . � v , ,. > ). , . , I, .;. I � ,� j- . t1" 1� , , 1'�', "", � �-: � -, � , �% _; � ,: � . . r " , :,, � ;i, ",�' �_2-I, ,: , .1- , , � ' . I � R i 1-A.XII� N I" j.Ij z. � � � � �1: , � , � � , : , r, Ii , ,,,� � . , I . � .-:..I- .) _ I - , ol I I DU.ENO'ELTE I ; . ...I.LUMINAIRESCHS. �ARCHITEQE.4, T..1U.-..II, R.... .I,.E 'I .�1 1"1 * � .,, . . I. �...1 -'�--, , 1 , �.1 1. . -. , .,, .., . � . - I 1 I � , - 1I 1,1 .I -� :" I 11. .-.1 .��. - : *- I � I� .,I . I ._,.. I ." - t . PATNE MARKERLSICLI . ,EI,- ''ING Y. SAVNT1NERGY AVING LAMPS/ENERGIG BALLAS:ESINTERIOR DESIGN PWITH ENERGYPTART MINAIRIFURNSH ARA.[ LAMEDLUESILL D RAFINSHED GDE I :I . POJECT ETTM F MPS ANBARMANAGMENAYSTOLALLASFFICIENTLAMPS ND BALLASSED ttl I .SHALL PRO UCE THE T OHOHER AMINIMUM WNE.JGETO I RF: .60 DEG - . M.IAA 004320lfl. .. . - PT 0MPATFMUCILL CA 8660 MUM P ATTA:Ifl. :MAXIMWGE 35.LA=. . , .ffl. . -MAXIMUM BALLAST .LOADING 2 LAMP BALLAST.WITH LAMPS IN UNDISTURBED EARTH . � '(. . OPERATION 77 WATTS. . I BALLAST SHALL BE EQUIPPED WITH UL COMPONENT RECOGNIZED NON- i..I . •. PICAL5 CO"APROTECTORBALASTPCB PROTECTED CAPCITOR AND A CORE .. 933 LEE ROADFIRST FLOORYNUT HIGH POWER FACTORUL LISTED, CLASS P, TSEE RISER DIAGRAM ORLANDO, FLORIDA 32810 APPROVED LAMP MANUFACTURERS: . .. .. . PH'407.645.5008 -: .. FX 407,629.9124GE, SYLVANIA, PHILIPS UNLESS SPECIFICALLY NOTED OTHERWISE) .I... •:-0.. 1 l I � iI. . APPROVED BALLAST MANUFACTURERS: ADVANCEMAGNETEKVALMONT SAND FILL SEAL, PTFWITH ARO2. FLUORESCENT AND H.ID. BALLASPED DUAL ELEMENT FUSE. , T___. k3. FURNISH PLASTER FRAMES FOR ALL RECESSED LUMINAIRES IN PLASER CEILINGS. . K A-DPRIMARY DUCT BAN 4. LUMINAIRE MOUNTING AND SUSPENSION SHALL BE AS APPROVED BY ENGINEER AND NO COMBUSTIBLE MATERIALS SHALL BE USED. NTS -- 5. VERIFY EXACT COLOR REQUIRED FOR EXIT LIGHTS WITH LOCAL I AUTHORITY AND FURNISH AS REQUIRED. FURNISH DIRECTIONAL _` ARROWS AS INDICATED, EXIT LIGHTS SHALL NOT BE SWITCHED. PLASTIC LINE MARKER 6. PROVIDE DEVICES FOR SECURING LUMINAIRE TO CEILING GRID TO m COMPLY WITH ARTICLE 410-16C OF THE 1996 NATIONAL ELECTRICAL CODE FOR ALL LAY -IN TYPE LUMINAIRES, BENT TAB TYPE NOT ACCEPTABLE. FINISHED GRADE CONSULTANT: �llltlll- 7. LUMINAIRES IN MECHANICAL SPACES COMPLETE WITH =�M=fl . . SWIVEL STEMS AS. REQUIRED TO MOUNT BELOW PIPING, DUCT, CABLE :-_. . RACKS, ETC., MAINTAIN .MINIMUM 7'-6"H. UNIFORM MOUNTING HEIGHT I= M. COMPACT FILLFOR ALL LUMINAIRES THROUGHOUT EACH AREA. m. UNDISTURBED EARTH / 1I - .- - . . 8. EMERGENCY BATTERY BALLASTS FOR RAPID START FLUORESCENT LUMINAIRES - SHALL PRODUCE 1100 LUMENS WITH 2 LAMPS MINIMUM. EMERGENCY =f11 . . . ROWER SHALL BE PROVIDED BY A HIGH -TEMPERATURE NICKEL -CADMIUM . BATTERY FOR 90 MIN. BODINE 850 OR PRIOR APPROVED EQUAL. ALL LIGHT FIXTURES WITH EMERGENCY BATTERY BALLAST SHALL NOT TYPICAL 4" CONDUIT BE SWITCHED. . SEE RISER DIAGRAM . h . I.. . SAND FILL EE.-. ... .: m REVISIONS:. NO. DATE REMARKS . 1:. 12/06/02OWNERREVISIONS @SECONDARY DUCT BANK (B-B5 1/28/03 OWNER REVISIONS -5- . .� .� .. I . 115 05/06/03 OWNER REVISIONS NTS . . 1 19 06-09-03 OWNER REVISIONS I , 20 06- 12-03 OWNER REVISIONS 1 E. 122 6/11/03 OWNER � REVISIONS EVISIONS . .� . w 16A . � �. . . . ... ... . ,-,� I . . . . . .. � . . . . . . . ... 1... ., - ..... ..... . .. : . .* - -1 L�_-�i I UNDISTURBED EARTH ,n-*. .. . . I M3 SCHED. 40 PVC CONDUIT . - -. , :FOR TELEPHONE. . DDETAIL NTS . .I I� " 11 �I. .� . .� I � . . . . .II... . . I I I � . . . , . . NOTES: .. . SAND FILL . I I I � I .1. MOUNTING HEIGHTS SHOWN ARE FROM FINISHED FLOOR TO CEN.TERLINE � . �- . - .*. . ...... ..,..,... :, .. .-. I . . OF OUTLET, UNLESS OTHERWISE NOTED. ::: ., I � � . . . 2. LOCATIONS OF OUTLETS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL . . . I 1.� I I I TAKE PRECEDENCE OVER THESE MOUNTING HEIGHTS. COORDINATE WITH LOCAL UTILITIES CO. � 1. I I I . I I I � . I . . . I . . I I � 3. INSTALL OUTLETS THAT ARE IN CLOSE PROXIMITY ON ,THE SAME . I TELEPHONE SERVICE CONDUIT I 1. . � �' I � . . CENTERLINE. OUT THAT ARE WITHIN 2'-O" HORIZONTALLY AND . . I I �. : : 1,.' � I � . . I . I � . I (D . . � WITHIN 1'�-@" VERTICALLY SHALL BE INSTALLED ON THE SAME' NTS � . , . � . I . HORIZONTAL CENTERLINE LOCATED EIGHTS � � . I � . I � I . . SHOWN.. vvILEI3 THATARE MORE THAN I.-00AQAOT VERTICALLY CDTIPA V r`, ,! ,.I .� SHALL BE INSTALLED ON THE SAME VERTICAL CENTERLINE. 1-2. , . . j,V , " � ■ ill.. r,. ■ q 0 q i I\ { � v o-.::.. , :. a_. _ a. .._... ...v .... ._a... v. _...- a. - .._a. _. _ v a..... ._ a. v a- f 0� 0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.3 2.7 1.1 0.3 0.1 '� c} 0 ¢ 0 , O.I 0.1 0.2 0.7 0.7 0.6 0.7 0.7 0.5 0.6 1.1 1.3 2.8 5.5 5.8 1.8 0.4 0.1 0 I ! a a:'l ° a o va ! Q 0 4 ... 1 ; '0.2 0.3 1 0.5 { 1.9 2.4 2.3 2.3' 2.3 2.2 2.3 3.0' 3.0 4.0 6 2.4 0.6 0.1 MAHD3t - i a v v a� 'o a a - 0( 2 0,8 1.0 { 1•�r'�30 1T'/ 78 37 34 10. 100 4 6.4 / 10. 7:8�/� 2.1 0.5 0.2 m jjI.,, _. _ , _ :,-- �MAHS -II �MAHS - 4� ' • 1 a W p � r 1 ,� MAH 5 P 12 1 v ct` v :1 a a ;_ri.._. a a a a v v v a 0 - 0.1.A 2.5 3.7 2.9 3.4 8.'4 6.8 r.32r3 35.2 ',. __9.7_. 9.7 4.9 6.7 7.3 �6-85.1 1.6 0.5 0.2 ■ ■ m i N LIGHT FIXTURE SCHEDULE TAG DESCRIPTION MAH4 LITHONIA- AERIS AS2 400M SR4SC 208 SPA DF POLE: LITHONIA #SSS 25 5G LAMP W/40@MH/FR MAH3 LITHONIA-AERIS AS2 400M SR3 208 SPA DF POLE: LITHONIA #SSS 25 5G LAMP W/40@MH/FR WIND LOAD- DATA EPA RATING: #SSS 20 5G FIXTURE: FIXTURE = 1.2 POLE: #SSS 2@ 5G = 7.0O 1 1 @ MPH FIXTURE TYPE "MAHD" SEE SCHEDULE DESCRIPTION: FIXTURE TYPE, LAMP, WATTS, DIFFUSER AND MOUNTING AS NOTED ON "LIGHT FIXTURE SCHEDULE POLE HEIGHT AND FINISH AS NOTED ON "LIGHT FIXTURE SCHEDULE". STRAIGHT SQUARE STEEL POLE _ 11" DIA. BOLT CIRCLE `a / • 4" SQ. ENTRY HOLE 10 1/4" MAH4 HAND HOLEPOLE BASE PLAN �-a nsgdraca��„s;. CCC j 0.2 d,�: 4 5 6.5 3.4 3.2 2.3 1.7 57.1 "''' 63.4;, }.�.YQ�2:8 "°'� 4.3 3.8 3.7 3.6 1.8 0.5 0.2 rs BOLT COVER 6 r,.-+ •.• ��`�' .: � ;. _.`_ - -_ .-.-- � (WITH POLE) II 'r�"�'iT-v. i o v a v - 0.2 , 5 2 7 3.9 2.9 2.2 1.2 0.6 47.6 63.0 : 1.2 2.0 4.9 5.9 4,1 ,3.7 281 R 2.1 0.8 0.3 IIjI n., Ljj M 4 LUG BOLTED GROUND WIRE t v + v,. .. AH .'-. v' � ' a ❑ v p � 11- 0 � O.l d 1 5 u ` 1 ' 43A65.5. ,. 6.6 4.6 ;6.1 3.8 2.1 1.1 O.a i TO LIGHT POLE �: -r -. t II- MAh 4 . 1.9 2.0 1,0 0 4 4.0 1,4 4,7. \ \ i 3 ,i _ II_ (n a i a j a a ! a q�' ° ANCHOR BOLT FURN. BY 1 ' 0.2 Q:S.i 2.8 4.2 3.1 2.1 1 1 0.3 I 3.5 _19 1 , 4.61 s 1.9 1.0 0.5 I - POLE MANUFACTURER +.. ' MA H4 " - pt METER . .v r a j LJ "a v a t d it i I 02 0.6• 4(.1 6.8 3.6 2.4 1.2 0.4 j� H 0.5 0.8 1.31 a.l 2.9 1.6 0.6 0.4 -}� . t , a o. 0. 6 2 9 4.3 3.4 2.5 1.3 r. 5 , 0.5 0• 1.4T 2.5 3.9 1S 0.5 0.4 R L _ ..._.. .. I W ° �: AD i I ,4 a a q'1 a p° a a a W = i i ��_�_ GROUND o. 0,6'! �2.6! 3.7 3.2 3.0 1.9 - - a - --= i` _I ---t t - CLAMP 5 3.5 7.0) 2.1 .7 j _1 L-1 _ 9100,5 ii 11 � .._� AMSOUTH NO 8 COPPER i '. ; _ �! {. GND WIRE-1 2 (A v` a v v v v+ v. v� v v v v v lf.� vi a v v v v v v v v a v v a v v a v v v v a v v v v\ v v ° `•°-:t + 0. 7' 4 ,, 8:6 4.1 3.5 2.9 ,3 I,9, L8 2.1 8.1 1.9 2.0 3.3 7:ri. 7.0 , 2.9 1.0 0.8 2.4 2.8 3.4 1.3 0.5 0.4 0.5 1.5 3.2 2.8 2.1 0.6 0.4 0.4 1.0 2.8 2.3 2.2 0_7 0,6 0.7 0.4 0.2 0.1 m i a i _-- __-- _ _-- _ i SANK I MAH4 �. t -� Ti _ - - �� ^ - RACEWAYS -- _ w � I ., a f , I , r tY . ° x 1 5 8 @' AS R E 'D. i- , v ._ - ...._..._. :- . \ I .. i� v �� v a v v _.dr• ,, v v v v v v v, ,' v I 3.4 �5.2 3.6 3.4 4.2 3.7' r 1.9 3.5 3.6 2. 2.0 ..-_ 4.3 7.5' 7.21 1 1.5 1.4 4.4 6.6 6.9 2.7 0.9 0.7 0.9 3.0 6.8 6.5 4.0 1.0 0.7 0.8 2.1 6.4 5.9 4.4 1.1 0.9 1 ` 1.2 0.6 0.4 GROUND ROD 25.FL-C.D 0.2 RP-31,33 -15 t H3 \ _ 44 MAH 3 f ... � � MA - 3 r M s. _�.., � ' � i,,.�'�iw.wl,w'traxar. mR .a r...__w_ j"'9-_n;9'°'•as�wma"av .. utiamvw.eas.a,aa�mN 1„ , __ _ -� I ++ww�aseuaeaawwwad r.7 _ _i t •�i��;l'i . 11 O 1 11 W. 1ST STREET '•� a s \ v °. v v a ' -- - u - v ❑ v - - a..p v v v a v v a o v p o v '- v a a a v v a ...v .. o -~� " ,v -'a a v ! ° g POURE CONCRETE BASE 1 1) k I I 0.1 i 1.7 �1.8 3.0 :, 6.1 6.1 2. 1.9 4.8 6.4 3.2 2.0 : .... 4.1 .7:1 6.2 2.6 �- 2.0 2.5 4.2 5.5 6.1 3.5 1.8 1.3 1.9 3.6 6.0 5.6 4.0 2.1 1.4 1.7 9.5 6.6 5.8 4 9 := 2.5 1.5 2 3 3:�. 2.3 1.0 iANFORD, FL 3,000 P.S.I.PMIN. AT MAHh ,� . , - - - --MAH4 . -- - - - �_ � .. .. ,-. - . . .I. I NATURAL - _ ------ ---=-=--------- ___�-- -r-z._ .- -= - _- <-- _ -_ ,-r-,_, ■ ° CONCRETE BROOM FINISH ■ MAF(4 c! - - r'. x �. ----- :, v . �.-tl-._a._........ a v a :v , a a v v a -a' '.6 v. `i. "t a v � -v- - -o-- - -v - -. -v-- - -a - - b- - -v- - -v - - -v- =�-�'- -�...° - ....o._ _ _a- .. ...o ._ MAH i, v a 1. ._ I 0.0 0. 0.5 0.8 1.8 3.8 4.0 '1,7 1.4 3.1 4.2 2.0 1.3 4.0 t )I 4 0 .j;. 2.0 1.2 1.1 1.3 1.7 1.4 30I4 0.9 1.0 0.9 1.1 1.4 1.6 , 1.2 0.9 1.1 1.1 1.2 �.7 2.0 1.5 1.1 13 •' 7.3 5.1 1.7 t VERIFY DESIGN COPYRIGHT c 2002 _. I o 0 a� `10 4 - #5 s VERT. W/ r-05 o ,� °s. r.. --- ACCORDING TO LOCALINTERPLAN LLC RESERVES - _ _ ... _. _.. _.... - _.._-... _._.. =--...'E _.. - _.. ... _ ._. S . �- - . ,.__.._ ._.._ -- - - -�' -- --- ��i i- = 8 - #3 TIES AT 11' O.C. SOIL FOUNDATION,ao a s a aa s�S / COPYRIGHT & OTHER RIGHTS0.0 0.1 +_0:1 "'0.30.6 0.6 0.4 0.3 0.5 0.5 4 0.4 .7 r, 4 o o f2.1 1 3 0 8 0 5 0 0 4 0.4 0.4 0.3 0.3<'� 0.3 90.3 0.3 o.a o.4 0.3 0.3 0.3 0.3 0.a o.5 0.4 o.a o.9;. 2.7 6.8 5.1 1.9 REQUIREMENTS RESTRICTING THESE DOCUMENTS.; j f I! 11 1 9 A(III) 1') 1 11 TO THE ORIGINAL SITE OR o a.:�W._a� .�.e:�a PURPOSE FOR WHICH THEY WERE -- i a. o ' 1. 0.0 0.0 0,0 0.1 0.1 0:2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0. 4 0.3 0.2 0.1 0.1 0.1 0.1 O.f I""""""� 1" `.""'°da "'" '�c1- Imo- - 0.1 - ! 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.5 1.9 5.3 - , .� v v a a a v v v v .. ,•, ^,-•_ -•...,.� i � •3 2� 0' PREPARED REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE a a a a PROHIBITED, 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1-_. 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.1 2.1 0.8 0.4 " a v a a y ..' a a d;`:• v a v v a v v v v a v v a v v a v a v v v v a v v a v v v v v a v v a v v - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1• 0.2 0.7 0.9 0.4 0.2 - EliVARTFOUNDATION PLAN - , MINIMUM ALL CONCRETE POLE BASES TO BE INSTALLED A MIN PROJECT NO: 2002,0093 TE CURB OBSTRUCTIONS MAY OCCUR, A - OF 24" 28" BEHIND BACK OF'CON -'- --' - --- -- ---- - -- --- - FOR THOSE LOCATIONS WHERE OBS DATE: MINIMUM OF 12" IS NEEDED BETWEEN BACK OF CURB AND FACE OF CONCRETE POLE BASE. - SITE EL- 11- PLAN LIGHTING 1 zo 5 SITE LIGHTING POLE AND BASE 2 1 NTS CHECKED; J�\A-J\AMSOUTH\2002 0093\REMOD1FlED: 04/02/03 10•49.41 FERENCES\SPECIFICS\PIPED\02093E2.DWC 1_ 30 RENCAR I R��\WP (� 1T1 / N: I� J� _1 .,I—FI—' --! 2 IL — NL NL I NL — _ L PI FOR ATM AMSOM NO. DATE REMARKS 1 12/06/02 OWNER REVISIONS 5 1/28/03 OWNER REVISIONS 22 8/11/03 OWNER REVISIONS — — G)_ ° I ° 10 — OC ° I r OC WIR S -t-3 — '� j _ — �b I I — — A FACE OF WALL I 9 9 9 o 1 PH TO EL 0 L T /� OUTLE BOX MLD ML M D MLD0oTORK2001 (SPLICE) 2a 2aM qML � MLD �, -7RP-4 HRU L TH U ®NL AANSOM °MLD RECTANGULAR LAMHODR COVER 9 9 Ig 11 I s T&B �C1-PL MLD LD L MLD MLD I ,J i J o • ' I i _ / AMSOUTH.SIGNAGE NOTE: PAINT COVER WITH 2 COATS ENAMEL. COLOR AS �— [ — — — — — — — — I c� o c� Q o c� _ MLD MLD SPECIFIED BY ARCHITECT. - I 7 o - - - - 8 WALL MOUNTED PHOTOCELL L - - - - 4 NTS i 1 CO JUNCTION BOX FOR AMSOUTH SIGNAGE. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. TYPICAL JUNCTION BOX INTERIOR TO BUILDING. , G r I I I I I PROVIDE GROUND TO JUNCTION BOX. AMSOUTH j BANK NOTES: O 25.FL-C,D 4477 W.1 ST STREET 1. VERIFY EXACT LOCATION WITH ARCHITECT. SANFORD, FL „ 2. NIGHT LIGHTS INDICATED BY 'NL SHALL BE CONNECTED TO HOT LEG OF CIRCUIT FOR CONTINUOUS POWER 24 HOURS. ■ ■` 3. MOUNT FIXTURE AT 10'-0" AFF COPYRIGHT ©2002 TALL 2 UNDERCABINET LIGHTS CENTERED OVER LEG OPENNI.NG INTERPLAN LLC RESERVES 4 IN OM LIGHTING CIRCUIT. COPYRIGHT & OTHER RIGHTS 5• CONNECT TO EF-1. SEE SHEET E4 RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR. 6. CONNECT TO EF-2. SEE SHEET E4 PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE 2 PROHIBITED. vwt fr r 1/8 "=is _ o" TELEPHOI ENTRANC' VERIFY LOCATION 0 NOTES: INTERPLA 1. NOT USED 2. VERIFY ATM REQUIREMENTS WITH ATM VENDOR PRIOR TO FINAL PRICING. ARCHITECTURE NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WHICH DIFFER ENGINEERING;' FROM THAT SHOWN. INTERIOR DESIGN 3. VERIFY DRIVE-THRU-TELLER UNIT REQUIREMENTS WITH VENDOR PRIOR TO PROJECT MANAGEMENT" FINAL PRICING. NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WHICH DIFFER FROM THAT SHOWN. 4. VERIFY NIGHT DEPOSIT REQUIREMENTS WITH VENDOR PRIOR TO FINAL PRICING. AA 004320 NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WHICH DIFFER CA 8660 FROM THAT SHOWN: 5. VERIFY ALL EQUIPMENT LOCATIONS WITH OWNER/ARCHITECT BEFORE INSTALLATION. 6. ALL SECURITY AND _FIRE ALARM CONDUITS 3/4" UNLESS SPECIFIED OTHERWISE. 933 LEE ROAD, FIRST FLOOR COORDINATE LOCATION OF EQUIPMENT WITH SECURITY INSTALLER PRIOR TO ORLANDO, FLORIDA 32810 ROUGH -IN. PH 407.645.5008 7. NOT USED FX 40 7.629.9124 SEAL: 8. COORDINATE LOCATION OF ALL OFFICE WALL OUTLETS WITH ARCHITECTURAL PRIOR TO ROUGH -IN. 9. ALL SECURITY AND FIRE ALARM CONDUITS 3/4" UNLESS SPECIFIED OTHERWISE. 4� COORDINATE LOCATION OF EQUIPMENT WITH SECURITY INSTALLER PRIOR TO ROUGH -IN. ALL CCRT CONDUITS 1" UNLESS SPECIFIED OTHERWISE. CONSULTANT: 4" BLACK VINYL LETTERS 5 - 3/4" PLYWOOD BACKBOARD, PAINTED TWO COATS FIRE RETARDANT PAINT (BLUE). DATA ONLY 2'-8" DOUBLE DUPLEX RECEPTACLE SEE ELECTRICAL POWER PLAN. 4 � � cc 1 1 TELEPHONE ENTRANCE i 66" REVISIONS: CONDUIT STUB -UP 6" A.F.F. i 60" NO. DATE REMARKS AREA FOR GROUND BUS DATA RACK 1 12/06/02 OWNER REVISIONS BY ELECTRICAL 5 1/28/03 OWNER REVISIONS CONTRACTOR 1 20 6/12/03 OWNER REVISIONS FINISHED FLOOR T fl AIN _ SERVICE GROUND. 1 TELEPHONE BACKBOARD 'A' NITS 4" BLACK VINYL LETTERS SECURITY ONLY V/D OUTLET 4" ROUTE. FOR CCTV CABLE 4' 2 TELEPHONE BACKBOARD'B' 16 1/2° J�1NCT�ON BOX #1 6 x6 x 6 JUNCTION BOX MOUNTED ABOVE VAULT N VAULT b" METAL STUD NITS 3/4" PLYWOOD BACKBOARD, PAINTED TWO COATS FIRE RETARDANT PAINT (GREY). DOUBLE DUPLEX RECEPTACLE SEE ELECTRICAL POWER PLAN. FINISHED FLOOR JUNCTION BOX #5 4"x4" JUNCTION BOX 3/4"C. TO CONNECT VAULT JUNCTION BOX #2 JUNCTION BOX #3 VENTILATOR AND 4"x4' JUNCTION BOX MTD. DOOR CONTACT. INSIDE VAULT ON CEILING. Q w F 3 DETAIL "A11 MODIFIED:06/12/03 .12:05:19 J:\A-J\AMSOUTH\2002.0093\02093E5.1)W PLOTTED: 06/12/03 12:16:10 J:\A-J\AMSOUTH\2002.0093\02093E5.DW AMSOUTH 0 25.FL-C.D 4477 W. 1 ST STREET SANFORD, FL COPYRIGHT © 2002 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: 2002,0093 DATE: 04/11 /2003 E5 CHECKED:. ■ ,.1/8'=1'-0'. BARMAR I y,ti ..,b"•, .... .,"j,. w/'',Tau ,.t,+ ' _ __ ...._..._.__..._ i 0 LV 82 F32 1 ,,.�g _ i o& 7 m I PASS VAULT GQMPUfEF' I - Ni [-r• -r O. I ON 'TOP OF AGGUrKAK I � rl� r, r� t V 7 T. 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TRAP - C MOTION SENSOR . r c� . _..__..._�.._....._ -i l I I PA��I JE INFRARED -----.__._,....--- - - _ - -_ _ ------- _. ... _ . .._. .-- ..--- - -__ .... ...".: - POWER SUPPLY , m, M *UI = UNIVERSAL POWER SUPPLY N - r � ,,*.VL,;- 9.w. !`I�!-CR , P,Qµ{ESR ... UF'I'.L.Y. /� �, +V?= > �ph1( R ,5(�P('1_Y s° ""`LIPS'-1IN�1N`i'ERF2UP`[`IyLI ;.F'0'�F F'OVVER, SUPPLY ..... _. -_ __ __.. .._...__... __.... _-. . . ...------- -----... _.....--------- .. ___..._. .._: ___ __-....._._ VIDEO -IMAGE SYSTEM - ACCUTRAK FID V .V = DIGITAL VIDEO SERVi::R >. .... -..—,_....__,_..._._....:... D --.----- ...-..._. ..-------..-..._-....__..... -.`____.... .... ......_...--- ---------_.._._.... .. ... DIGI'TAI REMOTE UNIT , - '. DFiU • DRU- RLOLALa� FiEMt) TE UNIT ' ::. ', :. . .y. 4, C,yyyszxrr.,.as:.. p,{ sms..,Q •> y,`=-:-.•�, x�-.._.. ♦� _.. ... ._. _._ _ _ ... ..._ ... _. -A i __ ____` _-_- ...._ .. V1E0 PF2OCESSOFi r.' l ZrmT 1 r /� Ltd �� yr V 7 =COLOR QU AD PROCESSOR - -':. . J1'1�\vN'•3�J1�'.:tY.a: M •�---4rn.r�i�7,2. .... ��...'. 56fi'- �tV. [Y-�3'�H,A»O - .- ' VIDEO �()z'r-6,, ,`, �° ,*V = VAT CAIAE�RA L "..LOSURE. ' *CI = 1/ 3' HIGH PERFORMANCE COLOR CAMERA ** + T1E)f AEi%� f«t J+ME to }., ��2'YI/3&OL.DR C' I/3, COLOR DOME ,AMNAS � /I� ,A.,,>;,:1;`II� (:UL:OR f�AMA"sl..i .u,r+ ` *C.V•- I/3 COLOR (1�Fr1ETtA MOLJN fF.D ON VAT _ . _..__ __ - :- _. _ ......-----.-----_--._. ..._- ____.. ... .......... _ ._ ..._ ._ ..._ _ . - � � � � . L `'�C;3 C:3'�= I�i" C()LOFt MUNI'I ORn""I l � ' ' -... - . �. -.4. .). . -. .. __. ........... _ _. ., �-. .. .- I 1, . . __..... ....:. .---. LEI� ' .._... ..... _ . - ...., ..--... ' .. ... .... ,. .-..._-...._... _. _..� ..._ _.-._..---__.. . -- LOCKS ...• _,.,. M . M = MAGNETIC LUCK . '1. I. T�6+1 t �IrO , P k:.MAKKEU UP OKAW I NOS A,,. OHAN& O 6HeE'f NUMOEKY M. G. U.M-3/ �� . IN S rl.E..ATIUN NOTE. . .ALI CAMERAS MUST DE PHASED AND DIP SWITCH Sf- I TiNGS CHECKED, SEE AMSOUTH INSTALLATION Pr11iNUAL EUFZ F'fZUPER CAI�iiERA SNITCH SETTINGS. . . i (I) t;/P" � ( 1) ' G/P ° ,rr ' .«w , .o..x, .,«L r",Sk , . ___.._____ ._..___..._.___..._______-_..._ , !r�IFI FUTURE TELLER ASSIST ' :a �r��-/Cq TERMINAL_ PROT'ECT'ION }• /_- ( i ) C 6/P" ( I) 1': /./1" �,. 4:.::t^f`,s.:,c., .v,, a ...a," tea.... r: ��r. sr.,.::..; Lt.. ,,,.), . _.....___.-._.--..-_---.-----.- . %_.�(N CHEST/SAFE (I) ° G/P" (i) " G/P° yCI PROTECTION __1_....... ._........___-.—._ ._.-___-_.__.-__-.-H CHEST / S AF E (l) '' rs/P (I) ° G/P� L Jrr PROTECTION 1. . QOQR COhf A((! S _.......____.__ u'oH AHD PROTECTION . _ _._...........-- ..,...... _.. /,-( 1) " G/Y' _ _ ... -FI _..DRIVE -UP MECH. RaaPA__.—__..._..._.._..._._...____-...__-....__--_--.._.—.._............._.._.._.._�.___.__.._._._...__.... ___ _._........._._. t 'r- J :ATM PRC)'TECTION -.. _._ _ . DI I'--( I)'G/P" . tj i WORK ROOM C�._4......_.._.._.._...---.------------------.--......--------- _.___.._... ---- -- I I. - -_ _ - _ - _._ ._._...._....... 1 DI i ATM I MODEM -,, 'I SMOKE Dlr1ECT'OFR.S L_._.�_._ GAC^LF- i l_UE3E3Y t>r'oC..__-�_......_...:__-_..._.-.__.-.-------- _-.:__._._._..-_ _ __........ ___.__.- ( I) ' PA/Pt S l 1) "G/P11 C _.._—___.__..__.._._ _________...___- LOBBY 1 C :3 WORK ROOM 103 - --- t, c ,__ _...___ —___-- _•---------____— WORK ROOM III 1i (1)11M/P." ' f U" O c�_....-, ........_..._.._..._._'-__.__.._.__..._.._..___.___.. ......... ....__..____.—..._.. I , 11.._._. �IMONEY ROOM a ( 1) t1 G/P" (I) " lA/P." C3 i WORK ROOM I.I I Is' C � ! , ._ .. __...�........._, . _ ___ _ _ ��� TELLER I �� ........._.__..;__ _ S (I) 'I r//P" . ( 1) " M/P t .i T' I I I - -- _ _ ____ . _ .._. - _ _ - - --_E� TELLER ELECTRICAL ROOM ir"o� — ---- - - ...._.._......__.._....__._ __—_____._..._.___ I --(_ - ___ - -__ �� - - - -- - -- E W:=I. TELLER I h1ECI'1APdICA1_ RoorA r>-oC _ I I (I j t- --- - - __ --- _ � s S I I I I. ( 1) ld/P� Ai ARM L..At (!) "G/P' I I I I (h--'___...... __ _ _ _- _t�__ _ _ _ _ _:.__�.C-p3 TELLER ' T L R { �� �� (4) G/P` _ --. VAULT VESTIBULE + !' � WORK ROOM 103 . J/ , , , 1 , I _ - - — — �1 i2 111 ( 1) 'I M/P.. :,,{,-., .v /1 Ur,. I ( I) 'G/P'1 , I . ; I _ .. ____ _ . - _ - : _ _� DRIVE -UP 'NINDO`rY 1{J ( I ) M/P., CI 1 MONEY ROOM @__ .. .__...�..__ .. __. IIIiIiIII . L,7 , , I , 1 t 1 , r - ^— _ _. .. ... _.._ _._.__ _ _ _ VAT (I) G/P (i) "MITT.; `f CV i (!) 'G!P' W III I I I I I I I I I I,--- - -- _ _T_ _ -_ —vcv VAT i ... --- lYORK ROOM L-2-�? — •__..__._...._.__._._ _.__._._.. _ _ __- __.__.. ' , ; I 1 (t) !Z/P_� I I 11.1 t _ AFTER HOUR ( 1) G/P i y � }� • (l) 'G/P � ; � i I l I 11 11 ► i I r....._ _ .. _ � �) :' M/P" � _ _ ____ ......__ Cl DEPOSITORY I l :, I, . r ; t I I _ (_ 1) &/P ('' VIEW AFTER i , LOBBY �.:.... . _.........._-_ 11..__._.-.: ___-- ......_. I L--`r HOUR DEP051TORY '. . II (►) %O/P : IIIiIIII11IIF . T (I)IM/P.'}. [ij I ,. 1 1 , I , 1 1 , 1 , , f . . C:: �_' ATM - I { (I ) ' M/P` WORK ROOM f03I { (1) "Gi P" III ((i I I 1111 (I ( 1) t1 C•/P" / , l „ , , 1 1 1 1 1 1 , 1 1 i 1 1 . _ --- _ - __. _ _ ._�_( _ —�J. _ _ _ —.1 LI VIEW ATM (►) (,/P,, I I 11 I I, I I I I 1, ( 1) It N/P: _J I C; D2 ___ - --- __ ..._..... ................... .... .._..._. _ .............._ hIUNEY ROOM � I I( I I I i I I I I I I I I ,___.............. _ .. __. ___ _(� ._.PD IN WORK ROOM I I I I iI ( 1) G/P - ,, 1 1 i 1 1 , 1, 1 1,, Y - (4) 'IyIP" 1 1 (I) ' Fl/P"3<:.,, ,:,<L:1> "> ..;.., I - ._— _ _ — _ _ � _�`� IN MONEY ROf m I - IN n'rTlc I I I I 111111(I ((I - r- AE3oVE vAUL.'r V_� I I I I I I I I 11 1 1,, !- C 3 1 I 1 I, 1 1 1, 1 1 1 I 1 1,, k (. , 5 i"... � ,. krl , / ( I) " G / P ' II I I � -- — — --- .._.._°...._' °_ ._ --' L _._ _.._._ _ —. _....-- --. i i \�\,�1!1//� )) _ / �, /...(� KEYPAD 3___.__..._..._._...._..__......_.__._....._.._.__.. `<� I,tt _--_• _- 6' 50. V I VEO IJ'bOA. 6K�AK "M" GADI,5E 5 AT ,4 VAULT VES,r. --� r; "Ill"" �, __--- OUNGt E UN 60X. GUAX C,U65 10 AGGI) .AGK,; ,,,rr __......_..__.__...... (2) GUNUUGfUf< GOES fQ PGY'tEK S.UPPL Y. ,, UR�TV/ W�DIEO . PLAN . 0Hr; .. t 3) "C,/P" pit ~��,ys �:`!L- E L IE (�'�::` 7 R fir' w 11 1, M ., ,1 - PNONG JAGKS pY B.G. . . . . . FtF RECEIVER �.o_--..(__.---.._..._._..-.--______.--__� (I)II, %P rp I ,, NO �GA1.i% TELEPHONE ROOM / � :,t� I:.: riI Ii M / ,t, �7 :� f OWNEK TO PPOV I D6 LAN L) ,,.: �(`Z) "GIP" ,., TJL,��rr D tip' -- C,fNA,GGUfKAK`,'JVIUfOr,6ERVtiK. PAAG LOCKS-'l,4~ �1 ,/� {; p ,r! �1 I/ r�FZU 0 MAIN ENTRANCE 'T-_`.C)_ " t V2 I 6. G. _ 'fU PkUV I O' (3) DUPE-6x . S �'..4 x.'`' • 't f , Nil '4v. OU1 L6'C5 Or EQUAL PU6Y6P . . •'W='hA L..__., I JUPS . - oaf€' ! P FOP V t 060 GOhiPUN6NT5 . _..-__... �`• .,, GAMEPA POlVEP SUPPL-Y _... _ _._...__ ____.__._. ____~- B. GH6L,VG G OK GA61 NE f f 0 . �� __..:...... IiUU56 VIOGU Gf1M12ON6Nfa r v _ — . 1. _.__.. (i) "G/P 15 6Y TE16 O'tJN'r,K. _ _-..._..-__.._.___-____ w- 1' 0 T E, 6 P H 0 N 6 PAN 6 I, Fr 0 K . ^ �� �.____. � � . . m 1. I I i _ _ PA IAUN I .fDrz I Nf I-UGAT ! ON tA__ :'_1 II--....�__.: - -r_- t......._ ___ — 6.G. TO 061't;KMlN6 6lZt< KOOUIK.,O, Pt;OVIOE A[_ARIt� AND �Ui�VEILL_AN�,E E1_[:�, [ RICAL S CANDAF�I:)5 111��L)I I�1 IN I I iGCi CGI6Li% I, DIEBOLD WILL INSTALL., AND ADJUST ALL DIEBOLD FURNISHED EQUIPMENT UNLESS OTHERWISE SPECIFIED. 2. PER DIEBOLD SPECIFICATIONS AND THE NATIONAL_ ELECTRICAL CODE, PURCHASER Mt15 r MAKE ALL. !"TALI_ AND r t -. PENETRATIONS; � CONDUIT i t OVE ., !f1 L.Q VOL'I ` , urJr. NON BD,{ COVERS, t x-5 1 a Nc r cN BOXES, LIidINt, f ENL TRA T10PIS; PROVIDE OUTLET B0�(E.,, JU , GO HZ ELECTRICAL POTTER WITH SEPARATE INSULATED GROUND WIRE; OBTAIN AtA. PERMITS AS REQUIRED BY LOCAL MUNICIPALITIES AND ALL LEASED WIRES INCLUDING TELEPHONE LINES FOR REMOTE CONNECTIONS; AND REMOVE AND/ OR RELOCATE ANY FIXTURES OR OBSTACLES TO PERMIT IN51ALLATIOPI OF DIEBOLD EQUIPMENT. IN THE: EVENT OF A CONFLICT BE DIEBOLD SPECIFiCATIONS AND LOCAL. OR STATE LAWS OR fHE NATIONAL. ELECTRICAL. CODE, THE LOCAL Oft STATE LAWS OR THE NATIONAL. ELECTRICAL. CODE SHALL GOVERN. *E.C. TO PROVIDE PULL. STRINGS BETWEEN ALL JUNCTION BOXES AS REOUIPED. . 3. ALL I..OW VOLTAGE WIRE SPECIFIED, FURNISHED AND INSTALLED BY DIEBOLD. 4. ONLY WIRE MEETING THE SPECIFICATIONS SET FORTH IN THE DIEBOLD ELECTRONIC SECURITY AND SURVEILLANCE CABLE SCHEDULE (SEE FOLLOWING SHEE 1) MAY 13E USED. 5. ALL. CONDUIT RUNS SHALL HAVE SWEEPING BENDS AND ANY RUNS THAT MAY FORM A YTA'fER TRAP MUST BE . PROVIDED WITH DRAINAGE HOLES. 6. ALL CONDUIT ENTERING A VAULT WiLL BE RESTRICTED TU If/.I' MAXIMUM AND SHALT_ HAVE TWQ (?_) 90 DEGREE BENDS WITHIN THE VAULT WALL STRUCfURE, ARRANGEMENT OF BENDS SHALL. BE SO THA'r DRAINAGE IS TO THE EXTERIOR OF THE VAULT. T. IN PUIETRATING EXISTING VAULTS, THE MAXIMUM HOLE SIZE IS 11/2' ; HOWEVER, M11Lf N E HOLES ARE PERMITTED IF REQUIRED. 0. EXISTING ALARM AND CAMERA WIRING MUST BE REPLACED IF ANY OF THE FOLLOWING CON011IONS EXIST: A. THE EXISTING WIRING IS NOT SHIELDED+ B. TLIE EXISTING WIRING .DOES NOT, HAVE THERMALPL.ASIIC.INSULArION C. THE EXISTING 'WIRING DOES NOT HAVE SUFFiCIENT CONDUCTORS . D. TEIE EXISTING WIRING SIZE: DOES NOT MEET DIEBOLD SPECIFICATIONS E, THE EXISTING CAMERA AND HOLD-UP DEVICE WIRING ARE RUN IN THE SAME CABLE BUNDLE ` AN EXCEPHON 'TO THIS RULE MAY BE MADE PROVIDING THE EXISTING WIRING IS IN PROPERLY CROUPIDEU METALLIC CONDUIT, THERE: IS NO UNSHIELDED CAMERA WIRING IN THE SAME. CONDUIT WITH ALARM . WIRING AND THE WIRING MEETS ALL OF TLIE OTHER STANDARDS LISTED ABOVE. SHOULD RFWIRING BE REQUIRED AT A LATER DATE TO PREVENT FALSE ALARMS WHICH ARE CAUSED BY DEFECTIVE WIRING OR RADIO FREQUENCY INTERFERENCE, SUCH REWIRING WILL BE T'lIE RESPONSIBILITY OF' THE PURCHASER. 9. ALARM AND CAMERA WIRING CANNOT BE RUN IN THE SAME CONDUIT WITH 120 VOLT AND ABOVE POWER WIRING, LOTH VOLTAGE WIRING OF 30 VOLTS AND ABOVE: OR TELEPHONE LINES. 10. ALL WIRING SHALL BE; TAGGED BY THE ELECfRICAL CONTRACTOR AT ALL JUNCTION POINTS AND SHALL TEST FREE FROM BREAKS, GROUNDS, SHORTS AND/OR CROSSES BETWEEN CONDUCTORS. DO NOT LABEL. CONDUITS, t 'I;+; I ii l I i t L §i 1 yi i �_ 4' I � `v.. 1 ; ,. , ., ( L '1� ( CCU ^__� yi''i=�' ` 11Y : '.1 (� .1'- `�c.— M . . ! J . I . I . -- - ... t......_,. I _ ._ , s_......'. r ly AND I IT? f ALL JUNGT I UPI 60X/iAA , r ('Z) "G/P'�... -, `�_( I) "G/ I.11 Ar;�A. GA61-E6 sf�UM OYVIGE5 OO NUf TEi?MlPdAfY . ___.._.._. ,.' . .+,,, , O L U5 -O AG A PULL 60X - (ILLS 6UX. t f I r r (EXCEPT - AT WHERE (_ ,1 TROD ONLY .E,(.EI T HF.f L DIAGRAMS IS A SUGGESTED l E - I I. WIRING A � S114Wrd OPt� FI.QUR PLANS AND RISER DIAL i aS _,. e, -r , . ,:_ { f � r s -I c,,•,, .., A\,I, GA61,E6.AF',., f0 6E PUt,A4Q fVIKU fU fHit ui .. I SPECIFIED). ACTUAL ROUTING OF CONDUIT AND CUrIUUCTURS ,HALL B£ DETERMINED BY ELECTRICAL , n/ tel ,, I.t •- IY tiY CONTRACTOR ON JOB SITE 'TO SUIT LOCAL. CONDITIONS. ALL CONDUIT BY E.C. (�) i GUNUU! f OY fH6 6. G.�'.��} , GON1 P0. r'AN6L �, ( 22) ' G/P" ( I ) " D/P° , (`�) " f /P•' �6-7.11.1 � L<�! ��--'-K J i l i( PI10P1E A,C I ;(l1,.� �2 Ell ,� I B 2 �� w r r Y t: x/P , r J r -.` ..,. -� • - r ' � F EXACT LOCATIONS sIIAL(. ..., �a �•, .- „-.�.., ",, .,,: �, wm . I .� I Il.. EQUIPi"1ENIT AN[) Ulrlt(.E lOCA1'IUHS SHOWN OPI.FLOOR PI..APlS ARE APPRUr(Il AI _. E. A, � .,r ,> ( 1 '' T'('T T SUIT LOCAL CONDITION_ USING DIEBOLD ►. � 1 DE- BE DETERMINED ON JOB SITE BY JWNI..t AND/OR A.(CHI I.. U � �`" UVvN61� 1C F�UVI , c ( 1) 'OtP-- t"""` w>: At!'f6NilA VFKI PY Mt1UlJf IPl(a 'i; N AI ' FOR REFERENCE. r) , �. STANDARDS AND ULT LS 0 ', !% r ri LAN �(NN G I t /� AND 6XAGt l-OGA1' ION G>✓E t , r Pa a fUr� ALAk'M PAN6l, r.1 40 1' WHEN ► ILDI1' HAS EMERGENCY AND/OR STANDBY POWER SYSTEM, ALL BUILDING POWER REQUIRED FOR (i) ./ _ .__---..__a3>dl s; NUfE ! 6 3. YFI_d BUILDING l d,: .a_1 , , � M..;:�,.,. -. ) I tit � r U 10 THAT SYSTEM, ,-,� LIE.B_t.0 EQUIPMENT SIIAk.k. Bf:. CO INL(- E - r H. WHEN WIRING IS RUN IN HOLLOW SPACES SUCH AS OVER -HUNG CEILINGS, AND 'SUCH HOLLOW SPACES ARE ( ..._._._-_..---..._. ___ ___" . � - I� "" USED FOR ENVkRONMEN FAL AIR -HANDLING PURPOSF ,, THE WIRING MUST EITHER E)E: LISTED FOR SUCH „ . / 01'.', . c` METALLIC T imG INTERMEDIATE I t !) (i/� r I,/ I / P '4m , 111RP0.JkS OR BE INSTALLED IN ELECTRICAL METALLIC TUBING, FLEXIBLE N_TALL ( ULl , O• . _ � DIEBOLD VAULT DOUR PROTECTION METAL_ CONDUIT, RIGID METAL CONDUIT, METAL SURFACE RACEWAY. OR WiREWAY WITH.MEfAL COVERS WHERE I C J� t I ':,, s I CV) I I / lAtJ1..l E, t -i r _ V 2 .,.. , _._.. 1 _ it / r I O) I ..C.I). f I f 0' 0 2. (CTNATIONAI_ EL.EC TR CAL CODE E N E r ACCESSIBLE, Ofi FL_XiUI_E ,di:TAl. Ct,NUU f. (SEE ,,E..TI N 3 0 ? " ! 2 0 ,JAX r-. : I ( I) G/P I t, 'PI OR CONNECTION OF DEVICES, _ C 5OUND OETEC TOR , �, ,; .:.,..1` . 15. IAINIL4l1lA OF [ -0 PTlf(E STUB OUT AT ALL. JUNCTION .BOXES D£,I(, AIED F I rr � I .,,, c c , ; , . VAULT CABINETS, OR FOR SPLICINf,, IJPII F:SS OTHERWISE �E f_tJIFLLE), I t I) " O/P,�� . C ---a o SOUND DETECTOR INTERFACE I ui .. 4 .- .,. . . s OWNER/ARCHITECT. ... _....... -___-. _ _........__._....(, 16. THE EXACT LOCATION OF EAtJH DEVICE AND/OR CAMERAS IS TO t,F DETERMINED BY ( ' �Vl VAULT I I .. i OR RECO}AIAENI)LD LOCATION Atli) INsfP,L_LATI0,1 OF gEJ1CL� AND/OR CAMERAS Sf_L aI.CSRIPTiONS .____ ___ .__.. _.._ .___ . - ON FOLLOWING SHEET. . 17, JUNCTION BOX SIZES AND RECOMMENDED LOCATIONS ARE DESCRIBED ON THE FOLLOWING DE I AIL., SHEET. E.C. TO DETERMINE SIZE REOUIREQ,PROVIDE AND INSTALL JUNCTION BOX/MAINAI - HIS BOX.� . � .. L A Q MATE AT T IN ACCESSIBLE AREA. GABLES FROM DEVICES DO NOT TERN IT IS TO BE USED AS A 'PULL BOX' ALE. CABLES ARE PULLED THRU TO . THE MAIN ALARM CABINET . . I 0 .1 1. � 18. I,OCAFION OF DEVICES AND CAMERAS ARE NOT TO INTERFERE WITH, PARTITION WAL.L.S, INTERIOR LIGHTING, PHONE, SWITCHES, En. . 19. ALL CONDUIT RECOMMENDED ' " METAL (MIN.) UNL.ESS SPECIFIED 0 T HERWI SE. E.C. TO VERIFY AND COMPLY . �1 WITH ALL LOCAL CODES. . � I I I 0 1 I '. 1 20. EXPOSED CABLES BETWEEN! DEVICES AND JUNCTION BOXES ARE SHOWN: ---____-..__-----._....__ .._..__ 21. FLUOR JUNCTION BOXES AT DESKS AND POSSIBLE FUTURE DESKS FOR CONNECTION TO HOLD-UP DEVICES w . I �. I ARE SUPPLIED AND INSTALLED BY E.C. EXACT LOCATIONS OF FLOOR BOXES ARE TO BE PROVIDED BY THE I . OWNER/ARCHITECT. E.C. TQ VERIFY USE OF 'WALL. MOUNTED JUNCTION BOXES AND/OR OVERHEAD CONDUIT. . 22, E.C. TO PROVIDE ALL POWER. ALL VIDEO EOUIPME.IIT TO BE ON THE SAME POWER. PHASE,. am . ., . 23. SMOKE' DETECTORS ARE TO BE USED AS INTRUSION AND VANDAUyIA DETECTORS ONLY, . T PROTECTION 4R TO MEET r LOCAL OR THEY ARE NOT INTENDED FOR LIFE SAFETY�Y,,,.:' ""t,,,,,,', �,<""a,� NATIONAL FIRE CODES, . I . I I � Is;' 'y1�1�SHEE v ,. � 11 __� y�•I . . 1 r` I "T s 14 � I - ...r I .1 ...1 . ..� .� .. _. , .�»,... .._ d m.��.., r.^•:•s t({,a,t ! t:Q. t w.4_,, �"c .,,o e:. .::, r%' 4,., as "rzer s "s". ,� DIEE30L D INCORPORATED (0 COPYRIGHT 1953, thuhp1d, Inc. All RightU RE)Uervorj, (:t. (1Y P,1.C.0, ti/IQ/02 AMS()lJ"rI I BANK _ �,,,,,-"w.'.: , _j.,,,« __ _ __ An Urytjbliehod 'Work -._ _..._....-_____j_____ _-_--__._.._.-- - (+?� . 37 SKYLINE DRIVE SUITE �1100 sat.Is •<sr RL:EC� C'RC TO fYPE i02U —�1. . __..__ _- LAKE MAftY, FLORIDA 3'L796 __ ____�____ - __ _— ____ _ _ r;�a.,ncic NC. __ :cr.tF :,stir, K12102ALi IRI ._,_,.—w.._..�...._- 7 t�Jtc� r1n __ THIS DRAWING IS THE RROPEH7Y GF OIEt10LU INC, NONE ELECTRONIC S�c'URI rY ALARM L_AYOU r SHT. lof 2 �Q01) 549-200 } Jc) r,:,r Scatl !)Ra1,i�G . .. : .. i -- - - • ,I - _ _ ......... _ _ . _. . - -- — - - - -- — _ . „I . _ •. - .. 3s < •::i 5 t .. , .,. , :,, ...., :. .: - - t '. �' . is .,swarwvRww.,,w „a,r,,,ss.,,rv.ww.YM.sam+^a+,++,awsuwrorueNMY^+Mv.w,,.M•r�.,w�mawa HrriMw++wH , , r y111ry.,����� _ _ - _ r� '1; -: •,-:•. -.-:. _ ;. : : _ _ - _ - 1 , .- _ _. �_... ._ ..___'_'__.-._.__..-___,..,_____..._._....._.._....-,.._..._.- .-._____._,_...___._._.___._._--,__...._...-. _.-_.—, �..,._ __,_..._.-__....__.___..._._._ _..,.. .._.._ - A��_AF�M REC�UIf�f��Mfl= h1Wf._ f�, , -"- .I . . _ _____..._..._._..__� �___. __...._.__ _ -- _ _ _ _ ' '' 4, "f. } CUNrR0! l'ANEl._.._ PART N0.:19 ()41501-OOOA FLUSH MUUNT FJOX REOUIREMENTSt TJFOR FLUSH MOUNT: LOCATE OUTLET fJOK FUR POWER SUPPLY s..=- E�i : % ' [J2 D^1700 S Cry W X 16 H X 3 U gifdEN510N , { /4 /t /t5 l2) ?.' X 4' X 2/e S TANU,IRD UJ [LET HOXE S U INS TALI- UIrTlk: r BOXC� .h Oti f ERIPktERAL DEVICES Ij r CTRANSFORMER)1Yl(r.N ,G OF CAF3tNET a ,,, :"', ,,,r; ,1 , J WFIGHTt 25 L.B (11.2Ei KG) ,, PERIPHERAL DE:VICEa 12�Vq%_J2!) ON CENTER AT 4'-3'(1.2.95) f A" V A SUSPEND ID CEILING . SU.H n➢U Ny L 'FINIS} , "v' ` ,.: ^, 4 -. "^°'" rt`'�N POWER SOURCFi 120 VAC; 60 HZ, 20 AMP UN•5WI fG-IED 1 t 2' X 1 X . 2/8 S fANUARD OJ TEE: T BGX F(R TO 1 EU FL.00R. t - AWL) AC..F•SSIpLF... 'x ,,- :... f'fR hJS+'hR 1ER) - 16 VAC, 40VA A h POWER SUPPLY (TRAFlSFQRt1£R) ".: _, . 0 FOR 50fiF,tCE MOUNT: INSTALL CABINET NOTE: EArtT"FI GRUUPJD IMPOFt f ANT, GUNNt_CT SIIRFACF`. 6TOUNr BOX .REUUIREMENTSt FTtOM RE AR MOUN'fiNC H�t.ES 5' f)' tt.524) f0 COLD WATER f'tf'E OR GROUNUIhJG RUU. - . =': .,: . ,; :r 2 X 4 X I S rANI' ARD OUTL.E T BOX NI l li /tJ /8 r r SINGLE OU(LEf ANU C OVER (PO,IER SUPPLY) I0 VINSHED FLOOR. _... ,N I '" PR Vtl' ON A SIDE' OF (2) BOXES f2EUtIIRED FOR BATTERY RACY,-l1P KNOT 1,U1 TS 0 JE.0 LL S r C Cal• . s ::: �,3.1> I. FUR F_ACtT CAB.hJE1', r ! Al t _t_. I 1tULD N LUBY E.. P I_EQ Bt Dr) T E SUP C,1BlNE:"f FUR CAt1l.E. ACCESS. t3 =1 :_ - ____,_,._.___.._._.__ _.,. __ -_ _,-,_,--,-,-. -_--, - _---._-_...-._-...-_--.__ _-._.-,._-_,,,._._,..-.__ __ ..---_-_.,-_-----_-__,--- - -_.-_________--_-._..-._.._-_._._.-._-..-__.-.._._.__...-_...._._.__-_.. _.•-. _- _, _ .- r M ___ __._.__,. ..___ _ f _ KEYPAD SWITCH/CUNTRJL _ PAR"T NO- 0-036573 UUOA FLUSH MUlJN't BUX REOUIREMENI S: FOFt FLUSH MUUNT, IN5'rALL OUTLET ➢UX "'' Y' #' lrul'C, I 1#y' SECURES rA'r ALPF.iA J11,IMERIC DIMENSIONS: We* W X 4%2' H X Y4s D 4' X 4' X 2t/y' STANDARD OUTLEi BOX CENTERED 3'-y" 'f0 FIN?SHED FLOOR. CA-1700 POiYEit:12.VOC FROM CONTROL PANEL. 1!?Ef:T'S ADA ftEGlAftEMENrS) >� , 'E,_,a' WEIGH I: I.LB (.45 KG) i . r. • -. .I �t, .. �, i v - _..__-_.__—_.---.__.__-__..--_.._—._.-..._._..._......__..— —__—_-,..__----..-.___.—_..__--__—_-� ..---_�._________._.-.__..-__.•._._.�-.... ...__._....________,._-_-,,.____..__._,-_.-___._..._-._..._-.__ ___ .�...:. r �.:M J. w ':�.` CC -____.._..._-._..___...._._...-___.._......._..._......_-_....._--_,_ - DICI:FAL CELLULAR BACKUP ____... _ __---_-..__-� _ _______... ____.__ ___.._.__ PART hJO.t 19-042252000A_ - ' 4- X 4' X 21/ ' STANDARD OUTt.Ef BUX Nrrm DUPLEX RECEPTACLE , my 1 r f ( !A A P AI CURRENT t )1tCl:::l6 C L C uE:r � t f PJ , ;',t 6 ( i T r I,li'l_INK C.)I ,,C F.LE_ IFi�iQ a 11 ! , 1 X 4 X 1. S rANDARD OLlI'LE'T BGX /4 '' s"* WITH OUADRAPLEX RF.CE::PTACI_E r `bt.;,,.\ [_ "• .,. t .. _-...--------._._. _„-_.._.._.-__._..._ ..._.__...-.-__.__..-...--_._-._...___-_-._._--_-.-_-..._.,...--.-.---_-.............-_...-._.._.....--_ .._.-._... _.._.-..._ I�R„; ___-, M _ _ _ __- __ ___ c __.._.__.___ ` PAR f Nr}.t 3) UO t5�lh OOCA . Fl_l1S!i MOUNT BUX REQl11REhiEPI[S: [.1 SURFACE M()UNT ON VERTICAL WAI.I. VISIBLE FOR L.00AEE TRANSFORMER NEAR CUN1ROl- CAf31NEr - LDL2 f AUDIJ/VISUAL. l,1 DIMENSIONS, 2%p W X ,1% 1.1 X I/8 q , + r ) ! 1 ), OL ET OX (I 2. x 1 x 2/8 STANr 1Rn Jrl E r GUARD OR RGSFONSIBLE P RSON (KEEP SIGNAL AWAY OR .)UNCTION BOX MAIN. . ALARM LAMP : I6 /A( 4oVA fTRANSFUrth;1ER} (PERIPHERAL DE`/ICES) FROM PUBLIC VIEW).MOUNfiNG HEIGHTS MAY VARY NOTE: ;, �I G ON JOE) C0;1 Irl= Ns. "METAL CONDUf( REQUIRED FROM CONTROL DEPE N N D O /4 - CABINLf, STl1U 011T : NIThI STANDAF'U TtiREAU _ AT ALARM }.AMP LOCA TiON. . --(')lI -----•-----_._--__.-...-. ___.,..., _ AUTOMATIC MONI[ORING SWITCH --..__-__-._--__.-__ ...--_--.-.�--..._..__._.._.. . PART a: 11-002B65•-000U SAFE DOOR CONTACT ONLY 4' X 4' X 2%e' JUNCTION BOX INSTALL JUNCTION BOX BEHIND CtIEST �� _. C c• 4 } -' ' f ,)�FE ANU CF L51 ROTC(, 4 J # 1' ( F NU N Y U D} Hf.A I (ER 1 U L f ! �71)30 U PAR t 0 O r NITFI };OVER AND 'CAMPER SWIICH 1 , It t� OF r,HES r couDJIT sTu -GUT YITh J B , .. PART a: 41-014047-OOIA DOOR CONTACT & , P ( t E I R,1CK Llf.X, OR MP LE. /ERIFY CH_.5f ,AUDF:1..) IIEF.T THCti),10 PROVH)E RIGID OR FLEX )AET,1L COFJULAT PAR'C ": 41-014U47-UOIE DOUR CONTACT FIFAT TNERMO & S.OUND DETE�G FOR WITH FRDM JUNCTION BUX TO CHFST ST11E]-•OUT, I ` SOUND INTERFACE. RACK BOX.OR NIPPLE. . •'�'' PAIZT �. 41-014047-0UIF UOUft CON[ACT HEAT THFRMO & SEISMI(, UE i`EC TOR NOTE: - r = r P 'r OO. ' € F ( O t CHES U h T U IrJS }. H s r f DF.YI ..S 1 IOU J E I F. AI.L E %` // I'I tt n l._. 1 . 1 -rlf M NI •GRIN ; SWiTCH AJrUFrA 0 I ( a - r PART , II OU28E5 OOGO SAFE DOOR CONTA f ONLY -rFIf.RMO 4' X 4' X 21 ' J NOTION BOX /a U i- r` WI iFl CU /F..R ANU 'fA}1PER SkYJf r LI AFTER HOI1Tt DEPUSITORf (,UNCRETE ENCASED} C� ,1F'TER 11UJtt DEF )SIiUrtY (S�EE� ENCASEL)) ,.,.. �. .. s- r r t ti t 1 F -F � t' 1A 1 (! X d Y AEi1 E A 1 A. ) { I. J , LL Uh G JN ) 0 r AEI. ) F Fir IF. ENt ar. +It.NT i,, hOft A..D J >s i. E U C'1 AFTER IiOUR UEI�'(iSl rORY PART "i QI••057iSU-OOOU HEA fONLY ,rl _ :ONCRE"" _R f'RO TEC PION , a t FART : 41-014047-UCIA DOOR CONTACT & PROVIDE RIGID Oft FLEX ME CAL CONDUITS FROM HOUR IIE:1U ANU JUNCFION BUX OPJ Sl'EEI. HEAT THE.Rh10 CHEST RACK BOX SC1.1B[tF:U OU'r GF CC}NCFtE:TE ENCASEMENT AT CONDUIT PENETRATION PART ": 41-•01<1047-001E- DOOR CON FACT'. HEAT FHERMO - FORM AND AFTER HOUR HEAD STUBBED OUT' OF CONCRE:TE FORM PROVIDE RIGID UR FLEX METAL CONDUIT FROM t ;, & SOUND DETECTOR Wi7:t SOUND INTERFACE 1 WALL MOUNTED JUNCTION BUX TU JUNCTION IN TALI_ .)LINO f ION BUX ABUVE AF')'ER HOt..R HEAD r _f r !r THERMO F AR i : 41-(?lava f } J. DOOR CONTACT, HEAT �, BOX ON TOP OF STEEI. E:N(,A.,EM�tdC IAI ).ftFA Ur' CONDUIT '> -•OUTS & SEISMIC DETECTOR _ PROVNIJE RIGID Oft FLEX METAL CONDUITS FROM [� ENVEt_UPE UEPOSITURY N(YrE, JUNCTION BOX TO STUB -OUTS AFTER POUR INSTALL JUNCTION BOX ABOVE LOCKER ALL DEVICES MOUNTED INSIDE CHEST OR CHEST DOOR WITHIN 16' OF LOCKER CONDUIT KNOCK -OUT. ." . _ YERiFY 'r=RAMING AND FINISH AROUND LOCKER . _ .. --- __.... _ ._ ...._.____.__.__......_...._...._.._._______ .._..-......__,_..W._..... -- ___. .___. -_ ._ - H a''o --___ -2 ,} I -I i Yl 'r ' P r IN( ,. t C T ( FAO DI : AUTOf� A l, J ___...._,.__....._,._ _.. _ _ _ _ „ - c. .' F� ohF Ar, r oFJI.'r PAR C : 11-00?..865 M.0 SA E UUOR C r I 1 I , r , l rl J x N, oN P 1 X 1 0 X T 2 L /(s I C- 0 ftJN ) LIQUID TIGHT FLk,X M!; fAl.. C N I E.C. C 1N �T J l a. T t L tar T ox ) F IUF t L. J J N�k S_ I S AL rC,3 AtJTUMn'tIC TFI..I_E R FAACHINC ,,, _ r - ) Y r hARf 01 0�718U U(.OJ F1EAT THERMJ ONLY WfTk: COVER ANO 7AMP[:R S;NfrC11 ; , Ot' A"fF1 CFII:.�l ritTH IN 6 -U OF ATM CONI)111T UR4 RIGID CONDUIT FROM " -' PROrEC'rIUPJ PART ": 4l-014047-001•>, DOOR CONTACT & CONNE.C:fIUN PL.A'rE. JLINCTIUN BOX To CAB(E CONNECTING PLATE:, kiEAT THERMO LOCATE. iN ACCE:SSI7L E AREA r .,, , - 14047-000� DOOR CONTACT HEAT "THERMO f ART : iI O & SUUhJU r)E f�C fUft wifFt c ! ): 1S 1 t 1 Y H BUXEa GAi F. F 1 LL . F MJt tJ fEU t IT . .I LD - SU JFJq IN ERF ACE r• 'r CUhI_ .ALL.[ l }NUi.I } t U , NE. t CUhJ. TR(.t.FICN _ C PART »: 41-UI404`l t)OiE` DOUR CONTACT HEAT THE.RMO 2, SEISMIC [)EIECfUR OR UQXES f,AN BE SLIRF ACE MOUNTEQ WI(tl EXPOSED CONOUI( FOR Ex15T1lJG CONSTRUCTION. NOTE: ' , ALI. DEVICES MOUNTED INSIDE CHEST OR CHEST- DOOR . „A - ._ems r, L _..._ _- _ _-_ ._.__._._ AUTOMATIC MONITORING SWITCH _ _ __— _ _.._..__ __-_ - ------ PART NO.t 39-U04537-000A _...... ...._.._... _ ----...__ __ —___...__..... 2%8' X 4' X !;/a` STANDARD OUTLET BOX .._.-_-__,.--_._-.___--.---__-._..__..-..-___--.__..:..-.._...-_....,_......_...-_.._-_.---.__--_....-._._..--_--_. __- -_. INSTALA. OUTLE F DOX ABOVE CEILING, NO IE: SWII(:H momra ON JAt16 ANU MAGNET . ,\, �"� UI : DOUR CUN TAC i -REGULAR DIMENSIONS. SWITCH: 1/?"N X%a'H x %z'D WITH COVER 5TUB CONDUIT INTO DOOR OPENING. MOUNTED ON DOOR . .. -, t' t __. 1 ' ti(AGr1ET, �,'w x/16 Fr x /, n u)N SF(,u:�l_D .,1DE) . ' -' Tv '' PO'NEft L'ONSUMP rION: 3 'J, .25 AlAF>. 3 wA T'1'S ) NOTE: FOR DOUR SWI FCH, SURF ACE SOME.. APPLICATIONS MAY REQUIRE r , LEAD TYPE: °6 SCRE''' '"ERMiNAL MOUNT 2' TO 5' FROM TOP EDGE. OF SWING SPECIAL MUIJNIING BRACKETS, t . ,. , GAP DL,fANCE: �4 FAIX. SIDE.. DF Ur}Oft, INUt HIFIGE SIDE) TO BE Fica_D VEiRIFIED. -..__..__ �, - C �I _._.___--_..-_....-.-.--..-.....-.-_ Au ror,TA TIC FAON! IIURING SNflTCFI - _- ______._-...___ _�__-____-. __.._-__._.-._._____ PART No.: 49-OU4420-UODA r 1 — 4' 50. X 2?'D JUNCTION BUX 1 1 T h 'I_E UhJIlL-Ft.�, L I NI H JG [_] 'Ut✓Tii;u VAUL. r (FLUSH fdoUFJ T> [.J SUSf'ENO 'D GEILItJG l" � SOUND UE"rECT'nFt INTERFACk .i DIMEN,,IONst 5 sa x _ H a217 �I , JUNCTION BOX FLUSH OR SURFACED MOUNTED JUNt: rloha BOx FLUSFI MOUNTED IN Int1LT . DEVICE: COVER UNIVERSAL U52 CO C171LING 'WITH RIGID METAL CONDUITS ON 'VAULT CEF�IPJG WITH RIG►U UR FLEX 6tEfAf_ A `" CO„CEALED IN CONCRF E FOUR ANU SOUND CONDUIT PTO JUNCTION BOX SURFACE MOUNTED NO'f A SOUND DEtEC,roii. DEFECTOR INTERFACE MOUNTED TO J'BOX ON SUSPENDED CEILING AND SOUND DETECTOR L_I POL_'ft.(� ArJD MOt1tJLAR YAUL ( (SURFACE: MOUN T) !N fERFACE b10UNTEU TO JUNC IION BUX . RF.(1I11REU 'NFIEN SOUND T)E'iE.0 TORS ARE t1SED. - T"T " JUNCTION BUX sti(tl acr-.: MOUNTED' ON VAIJL. I' CEILING WiTH EXPOSED CONDUIT oft WIRE . RACE:YI,1Y ANC) SUUtJD DETECTOR MOUNTED TO JUNCTION BOX t ::______.-____-_......-----_ .- G 6 0 -.f• i r• �r.l IN rl . I 'T A- IC MUNI f \)Pt (, AU OM r - _ _ n F AR I NO,: 39 UO?.UBS _ JOA I 7 h 4' X N I X 2 X i JU C IU I BU /8 /e _-.-____.------_-----__---....-__.--.-_--..-._,.-___�_ _ ___+-�..-_.__..._..._-_-_._- - - r t tF -I l lr A l ll I h OL N I .ih ' S UFt D V, L T I S � S JSPF.�lgE CE t 1G ._J Pt, y LJ q _ `;�, ✓) r �UUhiD UETEC TUR r r 2rJ I ,i9 I FI Dt).?E:NSI3N�a [ rtE W X /16 U X /e UNIVERSAL. '58361 ,/4 _. 1 tJ T h F i r l URFa 'EU ktOUNTEQ JUNI; C ON BOX FLUSH MOt.1N"f ED IN VAULT JJ C 10 J BOX LUST ) 2 G CEILING wfFH RIGID METAL CONDUITS ON VAULT CEILING WITH RIGID OR FLEX ME"TAL CONCEALED IN CONCRETE POUR AND SOUND CONDUIT TO JUNCTION BOX SIJRf ACE MOUNTED I OE_'FECIOR MOUNTED TO JUNCTION BOX ON SUSPENDED CEILING AND SOUND DETECTOR . ❑ FOL)Ft' D ANQ_F,1UDUt,Afi-,-_`(AUL f _ (_,URF•ACE MOUNT) MOIJtd (En TU JUhICTtUhI E3UX _. - JUN., iIUN BUX 5L Rf A ,E MO _ tr FEU UN VAULT , r - ... .. . . . ,. :. n,i . A l_. . rs.'�wwa..vsMs R�-�L:C�LJIREME�I-f A f` _ .. ., .. -- . ....___._..___ - ' M --__-..-._.._...-.__-__-_____I_.__....__.__ PASSIVE. INFRARED/FAiCROhAVf::-360 -__.---.__-._-._,- _____.__.._______.____.__-_ t AR'r NO,, Y MODEL: gL10?.4U ---___..._.--_..._....-...-.-__...__.....-.-_._-..-___-___. -_.__ ___--.-_.- _-_._--_.____,-_.--._--.� __,_.__ r C NG r C C S F F U H N'C Uhl L11_I A UV i N, U hJU UUTL.E7 EIOX REQUIRED . LJ. UR ACE OR L S M)U Q INSTAt_L OUTLET BUX B _ Ft_I -f �� . 1 a x 1. /I6 D UIMEFJSIONS:: 3 3/fj [}1 5 r � r B cot\Durr pE ifGE LUG•} T10N., U 0 [I • PO''WFR:12VOC (B•-14.5VDC) . NOTE: ,- - U }'UNTIN' ' 'r ' Ar G � • 30' IA. COVERAGE UP TO kS AO 6 .UETEC ION R 1 L, D " 4- OCTAGONAL. oilTl.f [ BOX , CEILING HEIGHT: OF TO 15 -0 . HIGGH f [. ] SiJRFAt:E FAOUNT Otd WAt_L CE:N TERED 7'-6' ABOVE FINI.` HED FLOUR. . .1 M CART hJU.e 19-OJ676B-OU OB I , • t 2/g X J X 1/e STANDARD OU(LE7 BOX F A MOUNT DUPLEX REC! P'i'ACLE NEAR POY7ER StJRFA,E �AUUtJT CA31N_r FROM Re. R �_! UNIVERSAL POWER SUPPLY DIMENSIONS; 91/ W X 101/' H X 3' U a a F OWER. 1'2OVAC, 60HZ ( TRANSFORMER(suc, 45 VA) P PT WI'CH UL1 L EX RF..(•k ACLE MOUNTING HOLES 5'-O' (I.524) TO FINISHED FLOOR. SUPPLY F R CABINET. (50' MAXIMUM DISTANCE - . r F A 1 T) a 1 . C Ei NE -} -JI PUNIER OUTPUT: 1'2VOC, 2 AMP E IIU _C� _O UEEME I E E l 1 —1 - _ _._ _._. D' .__..___.__._......._..............._......_.__ _. ..__.-._:.......__.-__._--.---- RECURf}E.R , . PART NO.: 4t-01621 1000-'A , , 6' X 6 X 1 MIN. Si7_E PULL BOX INS FALL QUADRAPLEX RECEP'TACL_E WITHIN 18' OF ACCU'TRACK ALL RE:CE.PTACL.ES MUST BE ON THE r ; L�DV`i r ACCLIiFZAC K DVS DIMENSIONS: 17J '(.44D X 61 4"(.1501 X 14%6'(.366)U /�� FOR COLLECTION OF COAX CABLES. S r UI.GI'TAL RECORDER. MULTIPLE OUi"LET f Ur/ER S rRIPa FRAY SAME PUNErt 'PHA E, r 0 WEIGHT: 24. 1 LBS (1). )El KG) BE REQUIRED IN ADDITION WITH VIDEO EQUIPMENT. TH( FOR At_ARM CONTACT CLOSURE, CABLE POWER SOURCE: 115 VAC, 50/60 HZ; 6 AMP 4' X 11' X 2%e' STANDARO OUTLET BOX NUMBER OF OUTLE 1 S TO BE DE TERM NED PER JOB REQUIRED BACK TO ALARM CONTROL t( f A 0/6U FJZ 3 A F POWEF. SOU ICE , 23UV C, a -. ,�I . I I Ul1AUFtAPt EX RECEPTACLE - C r ( I FA T CFI TI NS L )U P EN SPL 1 CA 0 , r C AE3. , - .. �'IlTF! AC PGYIER CORE) `>0" TQ F C 'To 4`"C) t2) RS 232 LOCAL nGCESS, EfHERhJET, ANG OFt SEE INS"1'AL.I..A"CHOW Np"TES THIS SHEET TEMP ERATURE: F' 113° (10" DiAL UP -MODEM REQUIRED FOR RETRIEVAL 'TRANSMISSION. FOR ADDITIONAL INFORMATION. .-_----_.___.-.--- D -......-._.-----._.----.__.-..___..__...-___..._._______ ACCU(RACK DVS _-_---.._._.,.___.._.._...._.._--_..___.__--_--_.__,--..__-._____--.-.__ .__._._._.__ PART NO.::39--014039-000--A .._...-...__-__......_._....-_...._... _ _ 6' X 6' X 4' MIN. S17_E PULL BOX Al.l RECEPTACLES hAUSC t3E ON THE ; Fffl OT�U DIGI rAL. REMOTE UNI•r DIMENSIOtJS: 71J�5 'W X 4 'H X I%1`D FUR COLLECTION OF COAX CABLt S. SAh1F POWER PFiA(iF:. WE)GIiT: L'1 L.E35 (.76 KG) SEE WSTALLATIGN NOl'ES I"HIS SFIEET t F. U"{' to 'K A C f t '•P' t FRF.1 C 0 EF S )l1RCE=. ONEF _.0 0 P h FOR AUDtTtOrJAL INFGRtVEA'FlUN. . .., TEMPERATURE::32° F '10 127-.° F ((Y' C 'TO 5(-T C) . -•—..--_--..— _. M ._.__.................._.._._....._..--__—'-._--"._.-__.._-_..--_-....._.__—_ .. -._..,___.______.-._.. __...-.._ ..-._......_..._. ..._......_._.._. -----"_ PART NO.t 3hUi9799-000A __--____.....__ ...... _ _. _--_.—. '21/e x 4" x tf�' STANDARD OUTLET BOX INSTALL DUPLEX RECEPTACLE WITHIN 18' OF - VIDEO SYSTEM PCJWt:.Fi SIJPPI..Y DIEAL•NSIONS: 3%2' W X 01 X 141/4' D WiTH DUPLEX RECEPTACLE UNINT•ERRUPTABLE POWER SUPPLY MODULI.. , f'U'rI�R SOURCE: 120 VAC, CiU/60FIZ, NU LOAD UNIN�fERRUPTABLE POWER SUPPLY MODULE MAY ESE SURFACE MOUNTED, r LIPS WITH AC POWER CORD IIVIAX. LOAD: 280 VOL.IS VA, 180 'WATTS OUTPUT VOLTAGE: 115 VAC, 601-IZ (+/-O.IHZ) -__._--_-.--__-. ._ w ----------- . -__....._ .... _.--..----.---_ -r Ul-'TRAY\ KC 60U .--._.- --_-----._.___-..._- _•_----._...--- -..------•_---•---- t' ( N t KCr 00. ( t'h V. h40UC _. (� ).• I L 7 0 , JO � AR" N( J 6) 1 r --- --..-_.-.._._..--..._..._._...-...,-... < �' UT . - T BOX 4 X X E ANDAR) O L C 1 2 � l � ____.____-..___.-____.__._..__-__------.._--_._....-......----•---•----- ;INTERIOR WALL FAOU JT: � -__-....-__._._ ..........................................._-__................-- - E:X'fEftIOR Nrnl_L. MOUN1: I _] L� . Di)AENSIONS: 5J'L. X 2.2 fir X ?_.3 H 4Y/Fl..rlT COVER *52• (:-6 IttiS 1 ALL OU'Tl.:E T El()X tvE,td"TIRED ABOVE 1rAl.t. It•JS CAL.}. t7..) 01JTLET BOXES 11'lEATr1ERf ROOF) (11 , l/3 COLOR CAMERF POWER CONSUMPTIONt 24VAC, 6OHZ, :3,8 WATTS BRAC.�KE"r 8'-•4%2' TO FINISHED FLOOR. AF30VE 14AL.L ,BRACKET. TEEFAF'E•RA rURE: 14,0" F To 122° F (•-10° C r0 +5()" C) [] CEII..ING MOIJPJ T: (1) FOR CAMERA WIRING (D FOR HEA TER POWER . WEIGHT: 14.2 OZ MIN, OF B' E' T O 12'-0"ABOVE FINISiIED GRADE. IN. OF . INSTALL QUTLE"r BOX ABOVE FINISHED CEILING EE CLOSE ABOVE MOUNTING BRACKET. ENVIRONMENTAE_ ENCLOSURE SPECIFICATIONS. ._._ ,-_ : , _ .__ __..__.:........._..... -_ —_ -- ._..... ','4 c z r -r _ _-.—_.--.--._...-_.....------..._ ....._.. ._-••-- ---_- ._ — PART NO.: V. MODEL: KD5A4•-OII1 — _ _.— ___.._.__.._ _ 4' X 4' X 2 " S I-ANDARD OUT'LE'T BOX -_-_.. _-.....__.___.__. _—__---...__-_--__.-._-..... C_)INTERIOR WALL MUUNT: ..._--.__.............�...-..__._-.._-._____...._ _.__-.__ C_.]EX'rEF?IOR BALL FAOIJhlT: . ,: . J ' i_�-,_ Ut-"rRAK KU� DOME . E' t C A t 1/3 nF Ef A PART NO.: V. MODEL: KD5A4-01[E: .1/0 INSTALL_ OUTLET BOX CENTERED ABOVE YrALi_. {NST'ALI_ (2.) OUTLET BOXES (`1rEA"fHERPROUF ) C,3 SOLD} 1 , L)IMENSIONS: 6,5 DIA. X 5,:)6 FI BRACKET 8'-41/' TO FINISHED FLUOR. �2 ABOVE WALL BRACK\E•T. ' ),\ s` POWER CONSUMPTION: 10 VDC ±10%, 2,00 mA CEILING t,10UN T• (1) FOFt CAMERA WIRING, (1) FUR HEATER POWER, '"' ` "� rEh{PIRA TL1Rk: a2.0° F TO IOr1° F (0° C 'f 0 �qU° C) CAMERA HOUSING INSTALLS DIRECTLY To MIN. OF" 8'-6' TO 12'-O' ABOVE FINISHED GRADE.. YtE IGH"T1 f Ili. tY1/U 4' x 4' HACK BOX) . INCLUDED f?LENUDA RATED F1ACK BOX NUTEs SEE ENVIRONMENTAL. ENCt_OCUf3E SPECIFICATIONS: _..-._.._-._.._-._.._-_-.__-_-._-- ---.-...-_..-.___.--_._.. lJF ACA)h ULTf AK D t _-:._..__._._..-__-.--.___,---.-._.____._.-__.--___.-_--__.,--.__..___._._.._.._ FART NO.: UI_VK74R36Coo V. MODEL: VKY036COO ._...____.-_.—.._....-__ — _— -__...._._.-.- _.__._._.._______ 4' X 4' X 21 ' STANDARD OUTLET BOX /R - CEILING MUUNT: I OS R - IS DE SIGNED :TO BE. MOUNTED TH S f:NCI. U (w - C �._..�J r r , I-, r' 32: ` H (i3 .,' D L,iM_.rta(CNa. 4 ><j2 Yr X %j2 X fj, t 1152' _ W/f LA ( C•0 ✓E.R ,2 C Ea r t SH IN STALL UU"(LET BOX ABO IE F(NI.,NE_U IN CEILINGS. C2 MATERIAL. : IMPACT AND VANDAL REST S FANT . CEILING AND CLOSE TO WEDGE EiJCLOSURE. ...____--._..__-__ ivi --_- ._.____ ..__..- _.... _. _-_-_---_._.-_ .__-.._,.-._...__._-_._-_____._._-._.______.... ____-_-__-_ . PART NO.:49-201144000A n, MOUNTED IN A -TM I_._)EXTERIOR WALL MOUNT: . �_-_�, VIDEO CAMERA PUNIER CONSLIMP'fI0N:14VAC INSTALL (2) OU 11E f BOXES (WEATI•IERPRoon C4 C I AL 1/3 HIGH RE'S JLU I]ON U GIT '(Y� Y RAC FT AB _ /E' IAL L B .K_ . PROCESS COLOR CAMERA ❑CEILING MOUNT: (1) FOR CAMERA WIRING, (1) FOR HEATER POWER, NNS'rALL OUTLET BUX ABOVE FINISHED CE:IL:ING MIN. OF 8'•-6' TO 12'-O' ABOVE FINISHED GRADE. CLOSE ABUVE MOUNTING BRACKET. -. --_..•',�=• ,_:.1.- • ," M t d__T...._T1 ----- r C'OL.4Ti C)IiAD NROC.E.�•�OR _-_._-.__--_---__-------.---._.._.-_ PART NO.: ULKQ7304-0000 V. MODEL- K07304-CN ..--_-_--__-..._--.-.-_-_--.:._._----____-_._____...._-__.._.._..._.._..._.-... ' IN SI- _ PU L BOX G X 6 X 4' NI , a LC. L _ ._.___._.__.----__ INSTALL QLIADRAPLEX RECEPTACLE WITHIN 18' OF -__ ___, _-.._.__. _--___-_--___..__,___.-_.._.._.._-._-_.- AL.L RECEPTAGL.ES MIJ.S T BE ON THE. (. ....___� ' DIMENSIONS: 17.5' W X 1,73' H X 13.1' U FOR COLLECTION OF" COAX CABLC.S. /1DEU FAIJL'fiPI.EXER. UM"1t PHA:' .. SAME P' t >E 1 /�', ( „. �. J4EIGH'r: �.8 t.BS NO CF: FQR ALARM CON'CACT CLOSl.1RE, CABLE.: ,,: ' PUWEK SOURCE: 12V DC/1.5A 4' X 4' X 2t/s' STANDARD OUTLET BGX MULTIPLE OUTLET POWER SI"RIPS MAY BE. REQUIRED BACK TO ALAr-M CONTROL . (117VAC TO t2V OC SUf'Pl-IEi)) • e Ell TH QUADRAT LEX 1 E_ ,EPTACLE t I- REQUIRED IN ADUf'r(ON 'NI iH /ll)E(} EUU F'MENT. - CABNI E ['. . THE NUMBER OF OUTLETS TO BE DETERMINED SEE INSTALLATION NOTES "THIS SHEET PE'R JOB EQUIPMENT SPECIFICATIONS. F'OR ADDITIONAL INFORMATION- .. F �- D T � VIDEO MONITOR- PART NO.: 19-0530f0-000A INPUT VOLTAGE: 120 VAC; 60 HZ 2t/a' X 4' X E%p' STANDARD OU'fLE'f BOX 'rliTH DI.IPLEX RECEPTACLE iN5rnLL DUPLEX RECEPTACLE 4'JITFIIN '3' OF MONITOR LOCATION. . `• G.3 , iI COLOR `' .'1\. •.... , I NOTE: MULTIPLE OUTLET POWER S TRIPS CAN BE USED IN CONJUNCTION WITH VIDEO REQUIREMENTS. . 'THE NUMBER OF OUTLETS 'rU BE DETERMINED , _ _ __ PER JOB EQUIPMENT SP ECIFICATIONS. -___--._ _., _..........__._-...._..._. M.__..-......_..._.___.______ .___ -__ PART NU,: 111..KZ1624-•AtJLO 2t/�' x �!° X I%s' STANDARD "ouTLEf BOx INS'I'At.L [)})FLEX RECEPTACLE ti'IITHIN 18' OF -_4*� Mt VIDEO SYSTEM POWER SUPPLY DIMENSIONS. 11.3'W X I1.4'11 X -3.6'D WITH DUPLEX RECEPTACLE PU4YER SUPPLY MODULE, . N POWER SOURCE.: 120 VAC, 50/6011Z POWER SUPPLY MODULEE MAY BE SURFACE MOUNTED. VI WI rH AC POWER CORD . PQ±'lE.rz DISC, LOAD: 3,5 AMPS POWER OUTPU F: 24VAC __---.._......___ . 21/ ' X 4' X ►'/' S fANDARU oun ET BUX INSTALL DUPLEX RECEPTACLE WITHIN 18' OF ._..__ -e-v �-,_'' --_-----_._.-._.._-_.___-._._-_.__--._.-_.-_---._-._. _-....--____--__ ____-._-_-_-_---.. Pt R i N0 UE KZ08?4•-AI11 1) CE RANG WI F 11 ExF O,,EU COMf)IJiT UR N71RE RACEWAY AND SOUND DETECTOR MOUNTED � t - p� M '' VIDEO SYSTEM Po'OER SUPPLY � { DIME: ISION5: r'W X 7.87'!I X 3.63'D a e Yi1m DUPLEX RECEPTACLE POWER SUPPLY MODULE. TG JUNCTION BOX , , . /6 1_ POWER SOURGF':' 12U VAC `iU OFI" W S PP t AY R A.E tdUUNTEU. PU ER cIJ LY h UDULE M 8E SU F t' ' ,.'_ ,' '"�. ..._....- ___-__..- ._-___._ _ ----•-------_.-.-..,--•--....----------.--.-- _ _�_-_-----......_.._..__._._------____.._.___.-______-.__ ___.____ ,__ -.�_ -- _.-_ _ _- ______.-_- ___...___.__. _ ___.._._-_.-._.-_... _ V 2 ,. a WITH AC POWER CURD . :3.5 :t S _ UTOMATiC MONITORING SWI rCH PART ": 29-002125-000A 4' X 4' X 21/y' JUNCTIoN BOX INSTALL JUNCTION BUX FLUSH MOUNTFI) INSIDE VAULT _ _. PU'1tE.R DI:>'f. t-UAf.): AMPS POYrER UUTPU"I • `24VAC , :P . n • 1 V3 fl ,.. f ) I .,J )R DIEBOLL VA Jt. f DOOR *. -t , . ,I F r COVER V R AL ,Ill WITH a2C LA UNI E S 2 t - r , , J !11 T ) Ft OP ht (, tt CE x a 1 ' THER AF LIVE A _ L QU E ! a , CEN (E BU UP EI " t: L A<' PROTECTION SIDE OF THE CE:N TER OF VAULT DOOR OPENING, AND 4- ABOVE '<_ ,, ,-,,, ., VAULT DOOR OPENING HEADER WiTIT (1) %2' ME.T'AL CONDUIT FROM JUNCTION BOX STUBBED OUT I' THROUGH HEADER '`,, ;,' :. . WITH STANDARD THREADS. -+1 - �) _ _ AUTOFAA'TiC FYSONfTUflING S4'r{ f GFi _ .- __.._.--...-.-.__._._ _ __..__.-___.____..___ +--- > V MODEL, D2t)47HC. 1 AR7 NO.: I%t' X 4' DCTACONAt_ JONC IIUN BUX fW ] SURF'Ai:E Ufi F'1..L1SFi MUt1N-1 ON (ALINE. [-) INS TALL OU I'LET BOX ABUVE: CLII_ING, /> SMOKE DETEC�FOFi UIMENSIONSt 2' H X 5 UNIVERSAL "54151-3/4' STUB CONDUIT TO DEVICE LOCATION. . POWER- 10-30 VDC; 6 C] SURFACE MOUNT ON WALL CENTERED 7' 6' ABOVE FINISIiEU FLOOR. . S'' (u"v� INUVUFlICS F2A01O _..___..._._ ___ - -__:_ _ __. _ _ _._-- -- ('ART NO.s 31-0}35170U .'. 'l )10DEL, FA464DR - _— _ _..�.... _........_ _ ..._. ____ _ ....-_...._..,_- 7.%a' x 4' X 1%y' JUNCTION ➢UX UNIYERSAI_ "58361 ___._._._.-..._-....._....._.__..-_..____..__-...._.-._.-..-....---___._-_-....--..-...----,-...-_..----^-__----._--_.-- ____ 1._. FREOUFFICY RECEIVER UIf.1'NSiONS: II' W X t3.`-• .� ( 1,75- 1) 120 VAC DUPLEX RECEPTACLE AND COVER NEAR t RF WEIGH I t 34 Uz LOCA T1oN of RECEtvER. OtJ rPIJ r t 12 70 17 VU'. ;' MAX CLIRRENI' CUNSUt•::."',N:360 MA . ;; OUTPII f S, 16 TRANSMITTERS SUPPO` 7, 64. _ UP1 RATING FREQUENCY k')2-928 MHZ C? _ _�__.__ ____._ --- SINGLE BUTTON NECKLACE. __ _ __ _ __ __ _ _.---.._._._..__.___ PART NO.t 31019488000 V MODEL} FA2035 _.._.-.--.._...___._...-.____....__ ._-._....____.__.- 0 NO OUTLE f BOX REQUIRED -- [_) IIAFlU FLELU NOTHING REQUIRED. ft? DI},NEFJSIONS, 3" W X i.f" I' I' U . PENDENT TftAPJS)dt'f f f:R WEIGH T: 2,1 Oz .J!: POWER} 3.0`1 LITHIUM BJ:' TERY ➢ATTERY REPLACEMENT AT tiUO BATTERY LIFE (AVG)s ; ' 'fEAT2S k , OPERATING FREQUENCY. 902-928 MHZ .. , .. __...__--_- __.___---__-_._..__..._.-.....__-_....___.__-_____-.._._._.._.-_............_._._.__._...___._..-..___.._._ __-_ -__�� -_ --_ _------ -- _ - - ________..__«__.-.__...-_.-..-_.-..._.-_..-__-_.__-....._-- (°�'c ._____.__.-- __...._....__......__.---___—_-_..-._-_._.._._-------__.._.-_.......-_...._- PART' NU.: 31-019430000A V MODEL-, FA209 1..7 NO 0!JTlET BOX REQUIRED Q}LUC.ACE[1 IN CA`_;11 T12,1Y .`•--•1(i3 ( BIL TRAP TRANSMI rTER DiMFNSt7)NS: 2.6° W X 6,('D X .52'1•I NOTHING REQUIRED, . INPUT VOLTAGEt 3V I_I t HIUM BATTERY . - . ,. ..,_,____-__ _---__.___-..-._._------•--__. ___-__-.._�� . _...- - - - ._._.._. _.__..._. _.-------_- __---___.-...__.-__.- _ .-- _ _ ___.__.__-_____._._.._-- — -- - _-' _ r PLENUM CABLES CABLE RE0,I). CABL TYPE UIEItOLU PAFt7 t:0, pE5CHIPTION NOMINAL O.D. �� TYPICAL USAGE -��- q LOCAL PLIRC,IASL 22 GAUGE, 2 CONDUCTOR, COLOR CODE .122 DOOR CONTACTS, PHONE L.IIE ( BANK END ), TIME/DATE 'rAL,OATOR, (RANSFORMERS ANU /l�� BY CONTRACTOR FLfavUSt (DELDEP) 87.IGI C'K EQUAL) ACCESSORIES M - 22 GAUGE, 4 CONDUCTOR, FOIL SHIELD SOUND & SMOKE GEIEC'roRs. VAULT VENT., CAMERA TRIP. (� f) 91 t)'?.2t)45-4262 PLENUM (tJELI}EN 'fR 29372 1 •166 YAtJI I POOR PRUTECC ON, R/F RECEIVER, �/ NSIDE AUX. BELL, AP BELL , AIR LOCK & HOLD-UP DEVICES .._....__._.._-___ - - [) � f •) -- - 91-0'22085-4262 _.........._..._.. '-_._.____.- -- TOf I f C t Of. SHIELD ??. GAUGE 8 .OtIUJ F I PLENUM (•UELOEN 'YR 29373 ) .231 a . I _L NNUr,C AT0 O ST LAi DI TRAP A I R 1-' ' HOLD-UP DEVICES THREE BU iTON . - - � _- f:-� f� --...____ 91-U22O85-5262 _ 22 GAUGE, 8 CONDUCTOR, FOIL ANp URAIU :SHIELD 231' AFTER HUUft DEPOSlTCR'r & AChI VAULT '�J PLLNIRa IOELUEN YR 29374 ) __ ALL SAFES & LOCKERS t CUT510E THE } ___._ r f-) __.,_.._-__.._-_.- BELDEN 8274U - •••---- -•---- 18 GAUGE, T. CONtx1C TUR, STRAND£U 143'I FIR£ SYSTE)AS LUIv VOLT POh'FR WItiE ELECTRIC STRIKES AIRLOCK }CONTROL) �'/r TWISTED F AIR, COLOR CODED, PLENUM TRA.J�FORMEfti I-I/� 91 018085-A262 18 GAUGE:, 8 CONDUCTOR, FOIL SHIELD 281 a CL-35 CAMERA, ATM CAMERA, AU BELL & PLE.1.04 (BELDEN YR 29315 ), OUTSIDE BELL HOUSING �- `-�` ,) / 91 022065^32G2 22 GAUGE 6 CONDUCTORS, STRANDED t LFA- UM CABLE. ANWER 9G2206001 ,15'1 .._.._..._• r,ARDONE SYS'CFFA _.._-.__-_.._,__- _ _ .. __..__--..-._ _. _ T 1 22 GAUGE 4 7WI5 ED PAIRS STRAt DED K�f� 91 022083 ?.2G2 CONDUC10It HALAR INSULATION FLAME ,•2•?_I° (,AHOC)PiE SYSTE!a ARRE5f JACKE"f.PLEHUM CABLE , BLLDE.W 82757 . _ _ I�1J E� 9h 055U'L5-4'LG'l. _ _ 22 GAUGE, I iWISTED PAIR, SHIELD WiCH DRAIN + COAX (BFLOEN YR29376 1 ,447"X n LUM VOLTAGE CCTY CA6rERA �Rff/ R, 5i1u PLE:r:uM 242 COAX ANt7 POWER _ �) 9) U55U'h-426'l•-� COAX RG-59U PLENUM CABLE 242° MONITORS, SWITCHERS & CONTROLLERS dy� �I� INOICAIES CABLES USED ON THIS JOB 1"IME: ALL WIRE SHOWN IN THIS PAGE MU�f BE RUN IN CONDUIT. IF CONDUIT 6 NOT l]$ED,11 IS THE RESPONSIBILITY Of iI E ELECTRICAL CONTRACTOR 'TO PRO`>iIDE ALI. CABLE USED MUST BE U,[.. I.ISTE:D WIRE THAT MEETS THE N.E.C. CODE FOR 11") APPLICATION . _.� _ _ _-----. t. t.. J� . ...,.. .......�:......»...............w....,•........w,......».........,•. !'iNiliAt:T N�;. `'t.=...•. •i'�:.. r,."t ., ?i„ '•`�'a.. ;i,` r ..... .. _.... �..,.. e... . r t [)IEF3()LD INCO[tF ORATE[' ic) rpPYRtctlT Icti:3, D,ebol,J, tno. A1} R,��,•.� FTG�°, �a�. oF' ki1 M.C.O. ;i/19/0,� AMSOUTf I E3ANK ."' ° I. s ' . ti V40-1 J6 1 0, T OE fA I L, 4E5.GK:I P.( I ON�a M.G.O. 3/ [ /OJ _ -- - 1 l;V t . P Pt%� FdAT JP UKAW l f . t PVA1 D 0 _...___..._ __.____ _ _ _ ._ _ __ _ _.__ .____�_ __. _ _ _ __. _. _-.._.. ____ .___— _�__ ___._.._.__..__..________..__....-- - - -- _ _.._.w_ _ ....- _ _ _ ..__ _ ___ An Unpuhli,hnd iJortc _ __ -.._ �, O fz.. _ ,�_ . - _ __ _ --- _ __ _ .._._..._.r _ �. _ —_ f. 3't' SKYLINE [)RIVE SDI'[ Er gIOU t� —_ _ _ _ - _ -. _ _�_ AIL, f.r:F REED I --- I�01-YF'E 3 �..�—.-----•--•--------..----_.--._ _..- -____ _ �_ ..__._.._._•_...._.:..._ _. _ _ __-_......:_.-..____.-�_�- ..._.._.._-___. -.. _-_ --._._-._--•----•-�.__--_-..-..-....._ � _ - _ _ _.-_..- - - _ -_ _ -�-. . __._ - _ - I-AKE MARY, FLORIDA :32746 ;� .:, _._._.._..__..:-__._..._--.,,..,._ -__-_. _ _-_ _ ___ THIS ORAWING IS [IIE PROPERTY OF DIEBOLD INC. - ; -- - - -.____ ____.._. _ - KI2�IO2AL,I2RI __ ..- ._ t' ',a:. I � -D .NONE _..� �._ ___ _-• < _ __ ___ �._ _._ - _ __ _ _ (�{07') 5�I9'-2000 �t) !d:Jf a{ALL UH1NI":G E'LECTRONIC SECURITY DETAILS .� .._ s):I 2 of 2 - .. " � ingpwr:,.ltttwµ,q�w:Ywo/t a1Mw,MW.W'.s.'e'iAt@dM'uw,wvM<-V.w./+ovsw .i.wpq. .. M' Yw YwWw••a'MiM.W4�[YM..PV+. PASSVAULT SYSTEM 'PACKAGE INCLUDES-, - c::;;,�•„„ .- ...,�..--a._..».:its.. ,•, r' SYSTEM PROCESS0R t�tt�� 19-U�i1E319 PAS S\1AI_IL T SOFTWARE CD (PRE INS TALLED) - 19-041810-OUO-A , , . PC WITH 17' MONITOR, KEYBOARD AND M)JSL Il ColUR MON�TOE3 VO. ( !J 041811•000••A LITHIUM BATTERY , f3f� 31.5 I Ic - 2... €'nSSVAUI.•r CONTROLLER 3 U4181 000-A i- -...._ ._._.__..... _�.._!. , KEYBOARD PLUG-IN TRANSFORMER DESKTOP PG / 19-041813- 000-- A (2) DOOR INMOUSE CERf-r.,CE F� / �? C 'CONTROLLER ��- _ 19•-U 11�3I0-000-ra _ `�� ` z� z:i ` `L�,.---.,,. if /! Pn55VAllL T SOFTWARE MANUAL. I / _ f TP-8za373-o01-A =a`a� II( 1 { PnssvnUl T HARDWARE MANUAL i PUWk:Ft `>UPPI: Y BOARD _ _ CUMPU f EH. -PC FRONT DELL OPTIPLEX GXIO0 PERSPECTIVE PERSPECTIVE WONDEOUIVALENT )PC l \ � : ._a:, �\ -.; - .- (1) 1 I/8" DIA. K .0 .'KOU C PROVIDk.C) l.iL-KPGAGAE31cE30 JN TOP AND t;• IN BOTTOM OF ENCLOSURE. �3E:LDEN 141J�1 ---- - ENCLOSURE OR E:C}L11VAL.F.t�!'I• / I9...041821...(Jdd-.A :r -= SPECIFICATIONS I!� I - �-- -- ENCLOSURE DIMENSIONS-- I I"W X 15"H X 5r'C) U N I _ _ " '�" ....... OPERATING -TEMPERA I'URE---- 32" r0 1220 F ` RAQt(j5 Ji STORAGE— -40' 1.0 1 76F READER MOUNTED SWING OPERA lNG U4{DIY--_,0 "O)a/, NON -CONDENSING jI ?i-INUrY YSTEIM`)-OP4R1O81C9ESSOR WEIGHT 24 _3S. (Io.19 Kr) ON UUUR .NU3 SIDE OFDOOR. % VERIFY EXACT L_OCATION WITH COLOR —-------- _GFEf 3 VOLT `fit MATERIAL _.__...___.__.._.__..___...__� - STEEL I • ! O INNER. ° PLAN VIEW - - V. �JI� r �,-_ _ urllluM BATTER'( • _.._... 3 � '• ji:" -� ---- ---- __._ B,/3, ._....... �. ¢ � _.. .��' i ° - �...� ...... (2) DOOR INTERFACE I ' I a. CONTROLLER so Ila, 041820 OU Rum 0 t - 1 i i II - {• � �� it TOAWG, 4C v o o BELDEN5402FE c . r' II HAND(CY 2READER F EDES 1 AL J � - r- � OR EOUIVALENI F�EQLJIFtf;D IN MAIN CORRIDORS I I _ ~`-- WlTlt 1(EAVY Cf�l1F FIC FOR AC)A WIEGAND , , D r i COMPLIANCE. ELECTRIC POWER SUPPLY E3UAftD 263 1 OL LOCK 19-04182.2-000-A u18AWG 2C - #IBA'd'G, 2G -..........._...... _ _ "' I BELDEN 53000E ' ' BELD(N 5_40OU _ 1 0(t EUUIVAL.EN r OR E:C,LJIVALE.N ( __-.-••• _ _:•"I �,' KEYL- 1. FINISHED F: I �,T)F"t 920AWG, 4C F( FRONT VIEW _ l i BACK VIEW - �. SIDE VIEW .. O.. ENT •l )EN 54E � R IEOUIV�EJ -.•�% --- MOUNTING t•IARDWARl. TO BE COMPA•rIBLE: WITH WALL. y y ��' ,1,_ .. f u'- �� PL GIN T A SFORMER READER 81 2 > , �•S �� ti __.__ __ ---- U16VACRxr,40VA cow) FRUCTION AND ADEOUA I'E TO SUF PdR C ti1EfG1l'( �8 .-. I . �. ... . � F o I ENNG' U` . )' OF ENCLOSURE. (4) 1/1' HOLES PROVIDED FOR avAu.nl?t. CCUPIEn •.... 19-U'l1813- 0-A c OR EQUIVALENT MOUNTING CABINET. 1 VAULT UICAJOF?IJS _...5�6"........�.......r17�G.._:... ( N01 INC LUDED ) BOTTOM VIEW _O Af`JNt1PlCIA•iION ( NO ( INCLUDED } PASSVAULT CONTROLLER (19-041812 -000�-A) SURFACE ENCLOSURE MOUNNI ING C NO SCALE PASSVAULT CONNECTION DIAGRAM F 8 SHEE"" 3 0 DIEBOL D INCORPORATED ��;..� MiC.O� 3/I /0;i AMSOUTF1 BANK c)IarIA r Ili)• t kDVE1) .9Ftb61 TO 96 r hi, G..O. 3/ E 9/03 - (c) COPYRIGHT I )�33, Dlubolct, Inc. All Rights Raeurvhd._.._..._._......_._...._...__._—..._._......�..__ _._..___,. _ ._ u ^ _- . _.. Are Drip bli�hed PlorF< -_- _._..._.—__.•—.------. Ift) 20 37 sKYCINE. (TRINE SUITE �lIOO _ ___ __.__.. __.__._...._..._ tf Fa FiEt. REED PROTOTYPE LAKE MARY, FLORIDA 32746 _. __.__...._.__..�..----•-•----�.�.__._...-.____. _..._.. �.. �_._..�.__._.._.____.._.._ . Uy� • Y, THIS DRAWING IS 'fFIE F?RDPFRTY OF DIEBOLD INC. '',CALL USED AS NOTED K12102ACI IRI (407) 5�19-2000 DC., Irnl ;"'A:_F Dh;,ilrnu PASSVAUL*L' SYSTEM DETAILS � In. lof 9 , ... 61/4 M _ _.._ _____--- W-O" WAL.l_. OPENING--..v_._..:-._ 31/18 .AIL. #1 OPTIONAL._ SEE DE::TAIL Itl ( L YGA"f C )A .�• • V n , Ivy .. � } ° .. � i _ - -- - _ - - - 16 )' 411 lJ _. a ° o /8 n 3' _• 5 4 E) 0 0 R r �) • , �_ In r C L c .... WALL. FINISH RIGI-1r. e' . SWIM APPLIED AFTER c r DOOR IS INSTALLED DOUR SHOW. c!, , _________ .... q'--q° JAMB TRIM --__.___.._ - r o C' I_ 1 n .....__.—.—._.....� IOci ft�11NIMUM DOOR SWING fZE.C)I..11RF"D--- 3 FOR FULL 3'-d" CLEAR OPENING PLAN VIEW ,....__.--------- __... q' -• JAMB TRIM ._......... FRONT I'N--l-twmivldtslilL 41• ' .J a FINISH . INSIDE- VAULT �I' I FINISH ----- O° WALL OPENING --- — � OlJ f SIDf VAULT PLAN -0' ' WALL. OPENING ......... ..--- ;' N 2144 CD UJ rl 0 _.I WALL FINISI•-I APPLIED AFTER DOOR IS SE•r "FINISHED FLOOR ELEVATIONS' IN VAUL T AND 0UT'S11.)1. THE => �JAUL. r ARf_ THE.. SAME - _ FINISH jj ruf , 0 FLOOR co F1 FVATION VIFW FCTIONI V I P W DETAIL *1 ' SEE:. DE:_ FAZE_ Itl , VF T{f3E.,L_F JAMB TRIM "FINI I-1E D 1- L,UOF? ELC_VA HONS" _. _....__..__ . IN VAULT AND OUTSIDE. f I•I.E= ,:,: ,:a•r_ --- -- c t VAULT AREA THE SAME _ r U.) 0 i , { LL. I 1• � s ! r) o o U Z-) _J 01 I 1 J 0 U.. LL. I%/ ! - 0 O Ca_ IL i- _r STEE L ff i lllt !_.• I _ _ _ .. _!. r ill I fi ! F— ! :- SHIM Uj lay rr m Ck C) <Lt_J (r�)THICKNE:S Ld J CC) I Oil 0 o W ,l Ld �� An a DOOR SILL. PLATE tX �, v, 7 REAR Ld } i -- g ACCF`.)S PANEL Jy DETAIL ! C) U C7 D i 0 ! I.L. Cr �! c� 0 _ FINISH FLOOR THICKNESS 1:irY{rn (/?_) 16mm ( %) 19rflm /1) 2 (mm /8 ) 2' @SHIM CHICKNESS 13mm ( I/21') IGrnrn "All) 19rnrn (y9") 22.mm ( �8 2E �1.. LL I ' OPTIONAL y t�: __-.DAYGA I E. IN try)AY G A EOPEN POSITION" :ILtLLI J7!]!d LIlLt[tisltI ! ' 'I'• r II1lL—LJIlIlilliltJ " S _ 1'1'\J'T* E R 10 R ELEVATION I T I O N DETAIL 'k:i SHEL, 4 0' DIEBOLD INCORPORATED � UCOPYRIGHT 91? , u ub ta, ln, .All Rights fii*a,rv5a. I'r; r, M.C.Q. 3/19/U3AMSUU fl I BANK —' An Unpubl'igh�d Wor{c ___._._ - _._...._ _ _ ___— _._•. 37 SKYLINE DRIVE SUITE TOO - . __ _ -- _. 5"; Fs rtrr. .REED - PROTOTYPE, 3020 IS>> LAKE MARY, FLORIDA 32746 ___ � ____ ____ I�H"tiir•,: �,�, -- -- ^-- -- THIs DRAWING Js THE PROPERTY OF QIa 80L0 INC. '`="l.r..,sca NONE K12102VDI IR1 (907) 549-2000 OO ►i(), 'St;ALF Of:"MN„r, ....,, ARMORY' DOOR OPENING DETAILS I of { e. . ! - - -. , k 'ry j _ . . t :. - :. �" yr. . .. t u , ; •., . R . ' , - - { S } , v w_.�wwwa.wu w.a�w. �w�w,n_ufYq mw.mwp<wy�•<wp wi4a + w, _+ca ' t , �� -! ; , �� - . . , �. . I : ,�, . ° � N01t r i�l5fA4-1, 1`U©E6 A6 GL05E A6 f'v651 Ul.-E (0I . N GENERAL CONTRA( TOR *To PROVIDE FINISHED SHED � 1 t�.� --. / DENS { V DEK f ONGEAL l I-------- r tt ..._ ._L1N E OF t3EAhS I N OK D G^,:: > MASONRY OPENING FOR INSTALLATION OF _.... __ 2 _�►,1 .. _t NUf E r f GDNDU t2 ._ I1-1 �� GONNEGf N Ct-AMP V t10-OU . 1 - - , I. DIEf30LD RECOP,4P�iEhIDS A CANOPY 'To f rtUVIDE WEATHER I U . 5 Af�O E GE I l- k tl&. TO 5T gip, IF BUILDING HAS BRICK INS'T'ALL WINDOW AFTER BRICK IS APPLIED BOLT -IN ST fL11, .E. B.R. VISION WINDOW FRO VIDEO � E . G. P t SLAt I "' I . fE2U'rCC'r10N FUR CITE' CUSTOMER AT' iIME OF �` L % f35 .10: t g U�/E fUY 0 I 0/q BY QIEBOtD DIA, r►PE UK MiN, /g / I i ff2ANSAC fIQPI. cv •• IF BUILDING HAS . EIF'-S INS TALI_ WINDOW 13EFORE APPLICATION OF EIFS. , r r ��, 1.�'s MAXiPAUM WALL hltvl'H (B f OTHERS) (�) GUNDU I r5 f N V/ALL :.:::..• , I _ CL'("U�iE _ ___ __ __ ___ - , ";y . - _ ! F UR R M(� ( ' ' 2, AN UNOBSTRUCTED PA fH FOR 'THE IN51'ALLATION F` e��l - E ) /At. )F �(,REWS SECURING 0 (OY E - _ _ _. j. „ . �^ (_) (' _ .G.) 10 KU4J VAT -. ..� '_._"(. � +� .) A5 _Kt%CIU I f ED F NLUh4A I IC TUFJ�S, BLOWERS, ANQ AIlZL_Ih1E5 PALl.:1 Bk %J , _ ) EX TCRIOR GLASS RETAINER J _ AND V 10.0 GAOLES ! r °i I -YIAY GG1 t PROVIDED. VIDEO, ANY UB5 TRUE iIJN NI THIN 1"Ells PA rFi MUST V• I - I.. u 'T,I 6fLL -- ' GAULK: __ ' ` .... ( Y fNEK%. BE REMOVED BY ' (HE GENERAL. CUN f -- __--- -` L I rlfEL A5 -_ GONE I I`!t)OU(� COUNT EK t3 0 5) .. RAC roR. i~ J _._.. �, ..... ..__............._ I _ � � •-- rr • I r P AKOUNV PUP KE0 J1 .ED -_ ! I _ _. W .... 1 _ ". �, f M ,. •:, - .. _. _ _. _ _ ___ `I' ! �KAME - 3. CONTROL L30X CAN BE. LOCATED ON F..LIJIER SIDE OF _.. _ ..� _____. .., - ��.. ,a S I L i. _.._ M u� TELLERS UNDER COUNTER (PREFERRED LOCATION), IN -> �__ % I ? I i .- ( 0'f G. G.) ,..__ _- __ (�Y Of11EK5) 11 I/z , J -.r ( ?'� I ' l `GAhtvPY r ! , a _.-~ 1: - -_15 � , . BIJIL:DING S ELECTRICAL./MECHANICAL ROOM, OR ABOVE 1 `r ', i "w _• _ \ I— CEILING AT TELLERS AREA. VERIFY EXACT LOCATION ; cu _-! n ' LEVELING ! GLG� %/ �GIJAKf� r'05`f5i iv ,' `'' /q F0K I �:. , �� 1/4" roK I . G WITH OWNER / ARCHITECT. �.:,1 P „ UNDO 1 T' (p ( 6 ) 1 LEVEL i NFi c� -- - - -- - --.- _ I , c'0K ' /' �, f11 GH rOr rUf JKE �) . W •. t J E 5 E (4 D /Z �..� - , 'I. WALL OPENINGS. ISI_/iNDS, GEJtiRD POSTS CANOPY & 1 „ " ` .. _..._.._._ L LING --- - ---- ------ __. IO'. 10 W. 0. ----_...•--.-_ --. -- - i Nt fH GONGKEfE f ALt ( G.G. ) i---.-::_ '.' - � `:, EVE SUPPORTS, SERVICE ACCESS AND CHASE ARE TO BE � /z ,/i f LLED !3` ' - - _ _.._._.. , / i _ �' \ 4'k PROVIDED BY THE GENERAL CONTRACTOR, �`I I I 11 �. ___ _ w � `t , ! i/ ° t yi D L D )Is.r ~,. a -� _ _ ,- _ _ _ �._ __ __ _ ___ _._ _ � t .1 _' PLANll I I� T T i I r� 1 T :..... j -\-(HOLo.�;c ( - fi-a1vV�) I 1 t�ftJ`"�JLJ t / "� 3.,�.- 'i. 11'IE F3L.UVVER PACKAGE LOCATIONS MUST BE VERIFIED A1' ! I (lUAKD P05f5. Af ENfK.ANGC r , r I `n`` 1 �..� �\ I I dl AL L- DP E N I NG k 5 '(0 ('� E / `, <•,,::,., b "-� 41tAL ! / Vc ' \ , 1 SITE TO At -LOW FULL ACCESS AND INSTALLATION - r / E �,. • i 51 0E EX1 ENPED '1"0 'fof Or I , " . N t 6H t /! < -- i i` I N I VIED t 0 AGGEP 1 € � "o � I UN I C FU . MAX. PKO fr,G-f ION ,' E/z f� I A. GLEAK t'LASf I G 1 0EN r I F I GAf l ON PANGL i Ai'T�K _ FtErEF( fU1. ). ) FIB:: F3L OWE R PACKAGES ARE S!'!OWN OVER CONCRETE , i OVLT I N 6-rYl-E W I NOOW -' + + _ „ NUMbr,1K AN ('tC�t.UK GUDf:U ' °t i NSfA,LLA'f.I ON ! f ARCN. c, ;< VE(: I r~Y ,V l n-1 UWNEK, fU0' - (6 U MAX. 1.-ENG 1'l-D , f0 MAT GFi 1'.LLEK UN i f ISLANDS 'TO ALLOW SERVICE TO BLOWERS AND NOT (5Y G.G.) f S: 1)RAWINC.� .�; �• c� i „ GONDU I'f YOK AUt7 f 0 U WI,NDO'rU INTERFERE 'rVfrH N013Jv1AL_ DFtlVF-Uf' UPL--RATif)N. nCCES5 �,. + //,,�� n n� HrEA� 1Atlt'�1 ��„�„ TO CANOPY MUST_BE PROVIDE:[) BY TEIE G.C. . C) t_._`L'_5t/��. �.. f':-g' _ "') t N, C) / At10 GUNft:4t, C.ApLE t 1'; G.C. i U C)E fERMlNE THE ACTUAL CONS TRUCTIUN OF �-- - 1� ( I - --- __-....._ �,,: 1' �%% (� fHE ACCESS OPENING AND COVERS, i ( r I f _ _. iJLI t1H I I MAX �[ ND(J °� /� _ �GW 7T0IM a_Tl0L ►i GEffE • SCALE I /� I'-0" j ,1JAMP6 Fv iv II _. °>""`'' •:, TfTE BL04VEf2 PACKAGES ARE PROVIDED AND INSTALLED , . X, �._,�• 11 A y ( ' I.._a:,1,I ' l l -WAY GGTV '= ,.,.,'..�.. - s - _.,.,_u B DIEBOLD. C.C. 'I' P IY7 ��` 1 „�� , _.:.�`•-_, ",•< f' 1,,,,,�' "; -v 0 PROVIDE CLEAR AREA AND ADEQUATE (2) I M 111, GONOLI I T6 (DY E. G. ) "� - r r Ir) 1 Irl r , lOU6 I N[� DIEEiOLQ = U SET f r LEVEL AND 1. ' A Drive up window must be installed t :` sr �` `> S'fRUC'TIJRE 'f0 ATTACH BLOWER SUPP r i' Sf(Jt3E)ED DUt UiJDEK GUUNfEK I I % .-'f -0 CURB . URt .�YSfFK1. 3 NOrGN PULL SVIOfF! �) I r,, ! i _q - vertically per �1rnSoutb s Specified. �• - /, n SECURE UNIT TC) CUtJCRETF.. �EiESE [IPvIE"f�J_�IONS TU E3E HELD TO lN� > ALL 4'JINDObV FDK fufLJKE u6E os; Gourdit=Krf fE -FOK /; , . -�, c. c. r0 CAULK AROUND < x VE:RIFY WITH DIEBOLU fNST AI_LI R ,. CA 1_ aft_) ND . fiA�F., (�O NU 1' (Eye 1'AL.L, W11<it)IDLV A [__AN \ r ' - 'w` ".r., , . . . 11,--v, .,,•�, -1, �, I I ( ,:.; �'t�.,,, , ,r"w W-r: >4 ,,+.. r I' � : I I f WALL. UV EK t 0 q► �ss ,� �., ,:, 11`4„ ,.,;' .��.. .� ANc�aL, 6. O FILL U! ENINGS ABOVE WINDOW FOR TUBES: G.C. TO , 'I-r_ -) I �'� r=: I u ,. s :t_1 "' ~ 11'. "� "" ' `rr:n~ WRAP 'TUBES AND AIRLINES INDIVIDUALLY WITH CLOSED .1 I I I � 07i — .,a....,.,... I 4S ;' _ _. _ _ _. _ / -- a VINYL. CASK.F T AND FILL OF'EINC; N{I f FI MASONft'f. �.....:.....a.........a.a.�.... .A,...-..,-,k......,,..a...<.. , j v `r ---E,C.. f0 LOGAfs% ANU YKOII UE �t D1A, P.V.G. YIPS OK PAIN -� /.. = �Y I x/ (2) 2„ GONDU I TO YOK VA-f GONTKOL AND V 1 DE0 GAf�L.S. ! --_ __...__- __ ;0 � -- I " GONOU I r . _. / ;/ ___, -.,C __-----�.____._._____..___.-_-_._-_..__..__,_._-.._..--._-__----f__--`____ __ -.r--.__-_..._..._.,__ I I -���-- I /, CONGEAL IN WALL A5 GLUSE .fU 6'{INDU1"� A5 Y/J56iY�LE. !�` �•D1 11 �y1 �� ( tt3Y E.G.) >'OF' ) ALI'EKNAfE GABLE (:HA.SE f0 0E DEfEKPAlNEO AND ----OUTLINE Or- ( 1) 01,M,f, INTERIOR ELEVATION �`� '�'' PAOKAGE A5�EME�LY. �. I 2 �8 FIJ1 UKE UhE � � I. ! % LUCI I,AfEO @Y D'WNEKS E.G. ( VEKI FY EXAG'f LOGAT I ON f3Y 6. G. AG1'UAL `� c �. CTION II . - �l� IU ' 5� L5 '5 � � r �J�„�`1 ETAHL" SCALE �%t3rl I, CIr r�, /Ia i r MUUNffNG 0Y G G E c1EfAI AND NvrE - - . - I I—. � 1% I - - .." 11 � I I , � .,� 10, � I 1 , .: / -- --t , . 11 � , . . .. I il IJ ......r .« _OUTLINE OF 2 X l ....» rl I t ri . ! . .. _ . I . , r i / UNI 51 k,U( 5L►YPOKT 5Y5fEM �iY D l E50LD. PAGK (IPEtI I NG �� rl-r--------IL. I " - I I I�/ GE I L { i'IG AGGE69 0Y UI �N r (�. G, fU PKUV I DE GLEAK AF,EA WOK D I G00LD T _ "In It ---' 1 / f HE G G 5EE NU I I✓ _ _ n '( _i�' i /! 1 _ 6' L 5U 6' f) Ehi ! I f0 'I N fAL UN I fKU1 PPOK f l f r .t �� DL�ATI�N �T- - I I ZI 72 6fANDAK \\ 13.F:, V15kON Vt'lNDOW SIU-__...-. _....__-.___ SULLpING (iUNSrKUGf{CN (U PF.UVIDE ( _______..._..__.._.___ J ! K ar JI t _ ! ADt;OJArE 6UPP0 f OK MO( f NG �,.: .'"r ,,�,�.' I . I ) i Q Gy.- ' t)N 15 f KUf SUPF)0'f �., t ); .t,,� 4" , ,, t ( 1 2'I.: }(} C.UUN f EKE ia+IR luj U[MOT u _ - ;. 1:� E V , ;,.► i fit" UTA. 11YE OK PAIN. ( r /f I"A i i U"/9 I X. BLAND I .: 1 ! UIJfL I NE •}/2 Pt`lELJMAf I G -(Uf�E6 J c c I (�?) 2 C._�NDU { f6 I N WALL 21 ' 1 - .. ?I _ Ar)A �E� aNtiEf 8 OF 6 a t11 , 1 ACTUAL KUN f0 t�E DEfEKMINEO. t':' - ,> Y �.G.) fU f;UN ( f61I N(� 7" '' IIJJ 11 ` .... V A GUAKO PUo(5 AND VIDEO GA1?iLE6 ;� : f; �� ! - `'"'� �I. " w u- -' I 'DO NOT' MOUNT T "CIIE BLU4YEft PACKAGE iv ter, j,a /' It ,:'• jr tY w o r AUPI0 5V�!'fGNEK 00X '' A 1 �. ). c,� (�.. r_' �_: L`) i 1 1 /.. \J P. t 0Y G. G.1 ` I � sti , --� - - - ` `�J ! " ( f 1;H XFI l S I T L1[JF..� f U1N PING - a ;I'l.. _ )_�_ _____ �__ __ WI fIIE E ,, T_._. _ __I t a `�, t O1/t VJ. X I ti N. X } " Ur. QUrYNY{ARD 1 J i l ) r r I�r O U _ .- U a ` z `� t- i (.'r- f L I NG' J ` BLOWER PACKAGE WEIGHT IS 18 _LBS. +�/� � � � j , ,. A UNIT AND r •r a1 , I �li� (�'_J 3-G UNDYKGGUrI"rEK �i/, , i IT 'fUOEt'fYP.) v `� i PEOtSfA1,6 jj1- j _ . } ---- .. - u) - - EK G[ (6 U L . y ar N ; W ca Qi e I '' I __ ___ M . F� P KU „ 0r1G) -= - �; �. �� 4ul e+ ut :;;,, G A 611 D 1 5P r% N5 E- K NO C f3 `( - I' �I •i PLAN ;, - :_ _ _ _ -:.__ _ I 10 U f 0 \ _ t. s,.. + 'f �� D I Ef3Ul-D VEK I FY 5 I LE, .... �Y I I , ' '�11..,' i i t r- fA 11.6 t KEOU I F'EPlEN (6 PUfUKE U5Ea,T i li I t r c, L�_! t_1• / r r I (f> GOP1fKOl- GAC+!•E 1.c " _ , y ^ -, __._ : 4 .... ! - , _ ;fir 7 %� . I WI I'll MANUrAGfLJKEK : , KiY E. G: [-.) - - -.:.:- - 0 0 ---- ---._ . I ,10 /s dY f)ULD 1.KAiI �>~Df;tvtEk ::_;...... -" /1. C�UNIf AND I i T, C•q' I:. # C) . "_ IE ( 1) GPEK DUP14X. OUT1,41 v fUOE('f`(P.) I I I >.� -I--6 ' GOUN-fEh,(OP 0Y f11� G,G, 1 w - .... 11 ........ -j- - - j �+ c, ° i _--.--._....��. ---t --_-.--->'�"= L AEASUK AND GI.Jt 2' ��) .-.._ -N--- - r o / / - --' w. -- -=- Vr, f!a! A5l GIB. '+ .9i._„) _ - ' I - - - , GUNDU I f r I " ['I 0 M) ) i — -i - t -- - K I f`Y FIE ! ( Oil G f . 1 -I O O ' _c, I , f ! ~�°tea^E.�� a 01 JPEN[�i;a� EXHAUCif fU(�E5 ,q r } co _ _- -- I I _1 I - p Af `, i ��u ;t I ---- - <<) f L A1\i Y (c t AP t At VE) T i ' C7 ii1 C) <1 ( i r I f . i I �., t1 , �j t r/'I.- -I I �- r' , .:,-M I J 0 i �( i�'� jj - .._ {'� ....... i �o j 5U K 5E�-3.3A KNEE SYAGE :� rw `� E (; 7 KI I I ' 1 I j - Z i r' i �� OAGK cJr 4" �- ( 1�6 "� 11 �. C7 u, ` -- ! ( I : / lxl s q I :,, , 1 I fig. f! r ll di3l1 r) , _. .. ....- r ll i I -- f - -_-. - -- j t_ I I]f j - --<, .. --- - -._ .., ::.f. � 1 d - -- _ ., - _- -1 - - .. .... - - �� VA I" <,ON CK.) -- r � <v ,. l� J c��v), t ... '.. �GUUNCeKEfTE ! 1, r lL f)OXES rI _-_ - -- f' / // — • '! V ..—_._... _.. • ) (1 a .L) i I / �< r .. jj tL.aa� /� /'�b f (I - -� 1.� 1 �� r{. x Li. x c F' - - �-- �- a i . , .. . . ..: �_r.: _ Z M� _. r a yl .' ! 11,1 ,{., a:1.= ! ),'?,1 : , Vr-K I f'Y L-UGt1(l ON Ti ! e r� 1 E + .J ` W`Z �S' / r - „ \` I I S,'.-�,' r.l.� r.,.«t• -_ �' it {` 1 P E ;�� /� t r7 +j t t'. V. G. Pi i f 1 2 ,,', -'.. ,',.+ r/� ,1ti i) 0`( G. (i� SEEc ! ! i C� , ,, < �'" ��✓ G�i (.GONtKOL GAdLEGi O(1fL I NE O> X Z I (�� cal 1� GE I t- I rfU AC,GE55 f)Y1.�11EE r I Or 1 , �� EF fl�G G..G. 5EE NOTE 4-5 I EY DIEOOLD , __ , 1 I _ .)-_ 5 , . 11 ■ , �� �� �-t,����� FRONT VIEW ��� viE� . X 1 2 --O ._ 6 I'--61VI Ir•_9'± q /�" ._. 1 -6 Vie CV U )E GUI ��Lb. . . �.:__OLIf1,INr Of (3) 014WEK PACKAGE A65E-M(3LIE51. . U(r,) GUVN'( �`Cav��`VO�� FRONT ,� VEK ! PY EXAGf LOGAf l ON t3Y G.G. ACTUAL -- i)�tD�f (� U� to BLOWER �,,,� l..l �. ! P`1 `fir, f1+1 fAUI)Nf1NG E3Y G.G. �aE DETAILS AND NO(E 45 (•,/ ;\ 0/ a.--''"� IM ` H- w_ 1lI.>, KEGUM iENDr%D ��! N. _ -2'-3' •- ' 11 _ u gt�Py U ' "�~�"' Ga0Nr 1TDP oEPfH /.................-._.... _____ _ _ _... _ _ _- I I ____-----_�-..._.__.---.-_-__-_—------.--_--.-- .--•—_ --_ ���I �' 1ELEY&THC:H SCALE. % -- I —.C� SOLE �/�" = I�_CIt SC�E_� �/��': = i' 0" / --- _._.a�.. ,v,. POWER REQUIREME��-r L _ _. i 0 Ar,GUff.AGK _ - .... . ---_ .......__ _ .... •_•- - --- / �F1✓ �11Fti;f5 i t\ND - ... ... _.. . _.. - - _ I . A FOFt COUPTTERE'C'rE & CUUN'fERETTE HEAT. 2 OF G :•,,., i _.. _- LUN VUt 'PAGE11.11 i . �_ __..__. __-...,_.-_--._ __ — ,-__ _..____._.___ -_._ _...__-•_.___•_ , ._,.-____-____-�•__- _---.------ -_- _ _ Ir _ ,. I - - �� GUNfKUL GAi}LE 1 I E_.C. 1 o F Ro TIDE (I) DUPLEX 0u rt_r.T ON tz) a vnc, so Elz, ; ; _. o ,, r ,r''fU rat-!;. KOOM FOK MUC) I G-4 - - l , ...... _ I _ 1 , . CURB i 10. 20 MP BRANCH CIRCUI rS. ,s i -- _-^- PUN.-K _ �- --- -- g'-6 _.... . - I- 2'-E3'-A,__- g'_6 _..__.. _.. - ._� -1. '— __-._-_____- ON MOLD GONNE t - --- 2 8 8 6 S-(, _. _ _. -._.. - g' 6' B \`•.: Gf ION �; (; j J3LDSVEK t U.OVIEK 1. Qf-OR AUplO SWlfCHER BOX l f}1KU GHAF)E) 4 P{PE�' :.I ,:, I pAGK.AGE' j PAGY.AGE �I: .P[)W�K GUKO/PLUG . , \,< ,: . -- r OK t 2) 7' GONDu 1 r5 i i I }. Ii __ I u __ i n E:,C, TO PROVIDE (1) DUPLEX OUTLET TLErT I . r VAC, - (5Y G. Cl.) .l �_ 1 .. •b---zr.-I _,..,. _ .. lI . N OTE,I P L A H SCALE. /, i - � ON (1) 115 , A,,, 6UH1_, 10, 20 AMP BRANCII CIRCUI TS. 1 1 ! !(%I � „ ai . I GONTT`Ol- - •` -- 0 0 LONC: fYP. -`� t" ,,f NOTE PLENUM CEILINGS FOFT CUN TROL BOX 'TRANSFORMER (VERITY LOCATION) ! ' ci _ ' "-- )W I IE . 00X IK` ANC DIEBOLD RECOMMENDS A CANOPY TO PR`OViDE E.C. TO PROVIDE (2) DUPLEX OUTLETS SEPARATED TE.D { C ___. _..___-._. !� , : CHE SPACE BETWEEN THE CEILING AND ROOF' IN A BUILDING, IF ' t1E AREA IS USED FOR Alft RETURN TN THE VENTILATION SYSTEM, , -- „ 'r 4<IrA CFlER PftO i kC f ION F'UFt THE CL1ST UMk:Ft A f FUR 7r?AtdSFUR"1Eft CLEAHANCG EA, ON i(5 OVA(; v0 Efti (G - O f3tJ f LU t NG6- �- ! , FIRF AND BUILDING CODES MAY REOUIRE SPECIAL WIRE OR CO'�t'.-'_'IT TO BE USED IF WIRE IS RUN THROUGH THIS AREA. r ' I�It �' 1 ELLEK f EL6GfK I G.qL -TIME OF TRANSACTION. 10, 20 AMP BRANCH CIRCUIT. : LUNG k 11 ON I f '!'FIE; *BLOWER PACKAGES" CANNOT BE INSTALLED INTO -THE PL' ` .)M CEILING, THEREFORE THE PACKAGES SHOULD BE INSTALLED BELOW (2) CIRCUITS RECOMMENDED TU PREVENT f SHUTDOWN ;'� 5UPPi.Y � �' 1; ��, THE.' CEILING LINE NO MORE fJ1AN TWENTY FIVE (2. )FEET FRG' TH ' IN E'r N OF ALL UNITS. CS. I ) - ' `-- I I GUST OMEE' 5 E L OZZLE ON 90 DEGREE TUBE BEND.TFIE AIR HOSE FOE? THE UNOBSTRUCTED PATH I ", 1, 11,� 11 � I AN UNUBS'rRUCTr1l Ff FOR TNT: INSTALLATION OF t• t1Nl T BL 04IER PACKAGES MUST 8E LOCALLY APPROVED B'[ 'THE LU( AUTHORITY f Y HAVING JURISDICTION. I FIE STANDARD ANI:)ARD RUSE FOF2 'TEIE r - r'1! i ��. 1. n ...: . PNEUhr1ATIC (UHE� MLlS'f BE f RUVIDED.'AN ( I ,<'!"I { i I 11( �- E3LU4VFR PACKAGE 4YILl. MEET MUS'i- LOCAL CODES is}U'T' SOME: :-AS WILL REQUIRE A HIGHER FIRE RATED 1TOSE. THIS HIGHER RATED t �• @ FOR BLOWER UNIT (2 PER VAT SYSTEM) i i I . _ OBSTRUCTION WITHIN THIS PATE{ MIDST BE. REMOVED - E.C. TO PROVIDE ( 1) DUPLEX OUTLET Al EACH @D (WITHIN If 1.=-f ' ( i HOSE la AVAILABLE FFtOPr1 DICBUI.C). - BY THE GENERAL CONTRACTOR. ,,,_ `--- F. _-_ ) 1 - o OF fsLONER uNrr) ON c I) I I.) vAC,.r>r, IIZ. !. (3 W ). Trf,� . l0 AMP DEDICATED RANCH CIRCUIT. ! t\UD I 0 5Vf I tGI IEK 0UX I I \�-- VAT" '11 OLOVfGKS .... -.. L0 AfEO IN GANOP`( TUOE GONNEG'fION . __.. c` r _2-'-S" MIN. Gl-EAKANGE KEpUIPEU fU _ (t) KEOtJ1KEU -fU4E 5UPPOKf (5•rEM •fo t GLAMP ` j� AIK VALVE MU6f -, 5UI"' 0011,41NG GONDI-(IONS CONGEAL PNElJt+1A1 IG fUOF b6ND AND Nof�1 TYPICAL. SCHEMATIC, FOR TELL ER & CUSTOMER UNIT n _ I ,_ �" dE AGGG55 l 5I�E GONNE Gf { UN GI -AMPS W 101] N GANOYY VEK i FY ACTUAL OU I LD f NG L , .- PALK UPr-N I NG ` AND CANOPY D 61 GN PKUM NOTE FUK 1 LLUS f KA r 101�! ONLY - -- -- - - �1 't.� r=OK SF.KVI.GE It-...-OL,O'rYf:i; QLO'NEK It / by 0-fMEK6 / '•AIKLINE / AKGI.1iTirGf'6 PK.INf5 � , 1" VIA. PIPE OK MIN. (2) ":0{i �W',}�)/u ! - I '` - 1 PACKAGE PAGKAGi,- I. ALI_ WORK AND MATERIALS SHALL CONFORM TU fHE NATIONAL., AL_I_ STATE,AND ,' , " , - � lU!'�`���: � !Iflf -'�" \ ice. / 5EE NOf E * 5 i l LOCAL. ELECTRICAL CODES WHICH MAY BE APPLICABt_E, ELECTRICAL CONTRACTOR 2 GOPdOIJ l f ri { N VIALL- (6 ( E . C, .) !tf���: ,:. : ' " / °C, ;' C , \ ..... TM_ _ _ _. ---1-_---^-.__.-.-_ .__..._..�_.-.__..._._..--_-•-- c < -.•s` :t• ) 1 N 1 i V ` _ - .._.__ _ : • KJ, tAf GAQLES NJ 1UE[ _ __. _ T i ! iL A I P _... _...,....,:.... ��..,H_� ..,...,.•.,.....__�. ,__.,.-_.T.,._d_4 �_., _. _ - 0 L1L f f SFUN,)IEiLE OR N( C ,N T Gt1f A� ,rIU.H 1 �.7. ._,�._f�..-,.- ......... , ...r....-,.�,_,.,_.._<_.,�....,.,.,_..r,.._._..�,_.,.._.....�z,n..=.,..�a,a..,..r,...=.-�......,--.,�-,-.-..:,..,_..,.,m.n-.-.,�.,,.,-,�. F A JV �E) NLCL�..Ai2Y 0 COMPLY rYITH THi_•af.. (,ODE,.• ► -._.. _ :,a ,_ ,x , ... _ ... ___ ._:..._..._......_. 5 CKA I GM'f A5 \, _..... _-_ - __ 1 .- t.�_-_� y� r __......__. _.. a /_.. ___ _ . ..._ .._� /{-.I �X I 2. ALL COPIDUIT, PO'NER WIRES. J(JNC'I'IUN BOXES, AND OVERLOAD PROTECTION , .L6 OAF _..11 PU65 i 5i3 f ��`_. a .. } ,.. _ . - --r-- _ _..-.....I-- - �---- --- - _- - -- - / DEVICES. TO ELF PROVIDED AND IN> TAL l LU BY i ELECTRICAL ONE RAC TOR . LEND 1 0 KA 15� - /` :. _ i7 `� "-': 0�, 00LD I N5 fAt•LEK6 f0 6ts f fU0E5 _ _ _ �� c - 7 t ARE ' fI E L C GLAh4P AOOVf `.' ,c..( .. �--- ____ -_- - s \ • C f1)6E r I NSUK I N6 fVI f GLAMP6s a:AO I l ANO AIR 3. EACH CU Tt MER UNI f ;'HA t ! i t /, L �,,,,-� 5 Ll. BE )r AN IND VIDUAt.. CIRCUIT, FAIt.URL OF GE I L- I NG " /, � � -. 1 \ 1 L f NE5 ARE CONGEALED W I •fl-i! N GANUPY N .1. 1.._..- - 't A I Kt- k NE I T .-;; .... --- - _ _. _.._.._._. ONE UNIT SEJAt_L NOT EFFECT UTDER UNI TS. - - . 1.GE t L t NG .',. ; '----.--- .--- ._ .........- -_ . . --- --- ._ .... ._...- '--- .--......------ - -__. _� . _....----- . _ _. .. ...... __ -.____--_--_ __ _-_ ._._ / ! 4 ___________._ .._.. _ _. q R WIRE: SIZES AND CONDUIT SIZES TO BE: r.)E'rF.RMiNCON TRACTOR. �ED BY THE ELECTRICAL tJNO� 1 UE Uf GANC�PY' ,,--.,_—,—..- '-'-- .:. .�; !E-� I i -g FL ALL. POWER . -K5 UND K51 (JE O1% ` `tl/Z" D►A. 5. NO POWER SHALL BE APPLIED "To THE VAT F-:GIJIPMf::Nr EXCEPT UNDER DIEBOLD CELLEK IJNI fC� VA'f 2t I SUPERVISION. VISILN. i. ('Z) KE•Ot1 I K.ED GLJS'romoIr UN i f 5 l 9', 6" GE I L I NO I . .... '//: PNEUMA'f l G fU6E5 i , ...:,�.. ,,. ! I'-6'MlN WIfN 1t_�,t j y I �,..,•e1' t� "tt..:.,; G. THE ELECTRICAL CUt fRACfUfi SHALL. Ft=.'PUI�! r t?-.) f?EOI.JIKED %, KAD E U5 BENDS `- OIJfL 1 t!E UP PU6b 1 f3LE OLOVIEK PACKAGE LUf,Af I ON. L J SE LL E)E E.S 1\S BL E FOR THE Gf2UUN,)IPlG OT ALL • - >''' t ELECTRICAL EQUIPMENT. �, . < ?,... „ (�. G. fU VET I r`Y ©E6f LUGA`f I ON OF OLOWEP, PAGK AGES ! I Cl1•E I X 1 SLANV E Fa j �..-.- 1 -1O __ I __t� . r Al"'[)EE 61-JEET . , • ; POK IN6fALLAfION AND �EKViGE'] . - . AGGt 55 f�Y G.G, p r t� t T. Ci-IASF_ ( BY E.C. ) IN WALL 'f0 CONCEAL_ AUDIO ANU CONTROL CABLES FROM AREA f't,,. • < y ,,�, OF AUDIO SWITCHER (30X TO UNDkRSIDE OF CEILING. (; . I }cap . -� . �a_•- `� C} ; Dell I ; ti-...EINISIi T r 11 v.�.�'_,.:� � ,. . T __ � 6 l5Vk011N EKG j �,r s,: vc, i P I N I riH f 1� DOK ._ } % v s {gN1 C U�1t,Y . r ,i (E3' Fro ' I 171) ; I Q� F K E EUU �.Et< Uu 1 PMEN,E w y, IhE�C S i . 2- 6 t / . i fit'. VAS r { PUH� 111i�t - _....._.. _......__.__... _.. .__.. _ _•_--_ z— ...x. , ;; , _ C,, •t0 Vf �t jt,p PKUDUr�•r5 AIJD I U � ..� G ` _—!- _--___ ___... ..' .. II' r �' Qit" ; _ _ _ _ ____ __,_�_ _-._ t1 T � W I fGH01 r3 ,. _ . _.....-...... __- -- - ---- - ._ _.......__......._ _- _ .. G _ _............._. _... _..__._.-_------._ R i t; ....... ...... _.. - _ . _.._ . _ .. _ -- -- - -- _ -' - -- ... _---..-..... _.. -- _ _ i .. - ------ . _...- -.... _ 1. .. -.. --- --..- .-.. - .. _-. - .._- _-. -- 1.. -- -- - - -- ._ ... - -- C rt t LEG 1_ K l l� A i - - -- - , U _ i : � , VAK� __E _ >,..;. .. tea.__._.. ,,;,+..,,y s. r, ::,.<v „ �. `yam :4 .,..a.. _ _ c �_ _ _ _ _ _Y_r ..._., r_z.:. ...T _�G—___ _ ! e t 2) L !Y1 l N . . .. 1 GONOUITJ D.( E.J. ,.,� t� :s r) .. >w. GCPloL I f,r . ___.._..______. _ ____..__.._...._._-__..-.-......_..__.._._._...._._._..__..___._...____.___..-_......______.�_.--___.� -- ";� <" .,,.; :,.<x,.._,t r .,,. , ( by E. G. ) {7'fL)k)'UEP DUC f1 h P. V. G, 0Y TEIE G.G. / \ 1:� D E� UNDEK: GUUNfEK 8 t Ll 00H l L 1:1 A U O(DH SCALE I/,11 -,_ (` Uu �1 � �aEE 5{'iEET ('i Uf b _��'} �.. f! " �WL n I FUK EiffUKE U�iE. /1`<\ (,. �. �: 1. �_ _. . ..._ , . \ ` ....�.�...++�wm...•.w.._.,w«w.w ,.r.....,+,vp Y ^"^".4Yh.^: :{S' L '. ,- '�:e.-< jt ty ,, . Mw...a..wa,..�.. ,_.._.,.ww<.,..r.......wwrrrw.v... - - a 5 - OFt l 1.l KEVI5 0 PEA; h4AKKED UP UKAWINrS r GHA%60 9HEE( .NUMT3,.F' M.f,.O. 3/S9/03" DIEBOLD INCORPORATED < r+:=.1!Y '' ct):ria,r.T rt:l. , ,.. r.. r1., _ _ . _ _ _. _ _—�_- _--._-._—,_ .____— __ ___.,________ __ -__ _^ fa) G'4I (R1GtIT !9 iJ. Uiobold, inr. AIr R,Uh'ts Rda�rvad. M,C.0. J�Io��Jt� AMS()U1 FI BANK . An Ur ubtrahed idnrk __._...._.. _ _Y- �.._ _....._.. - _.-_.__._.-_.-__.-..__.._._.-_____._•,_- __-._ __ _ _ - _ ._ _ . 37 SKYLINE DRIVE SUITE 4100 P -. .,,�` rate' ...>,,., la, ,..>. .,..,(EF . __-___._.. _. __-,—_.-_._-----_ _ _ _ —_._-- T _ _ _ _ _ w , _�. _ _ _ _ _ ___. __ _ ._ __ _ ._. _.r_..___._-___._..�.�._.__.._ •- r��;�.D PROTOTYPE 30�0_.. ___ __.. __.._.....�... . LAKE MAR Y, FLORIDA 3'l_ t �16 ___ __ _ _ _ _ .__ ___.__ _� _..___ _ _._-__ .11 rtt tiSEl: FRAIMNr- Tit). _•._.--__. _ _ .._ _ __._ _.--._-._. __-.•---_--______.-.�-....�___ __ _ ._ _-----•_• ---•- — - -- — - C _ _ ___. rin; orcnw>r,c is rfre r�l3cps �irr of olEer:1G 1r��. A5 NO C C} _ __�—..--.-.---_ K12102V i'! IRI �`,,-._ 1, ," 1_',,�,-_It�'11, r. I . ,� .,.�,.._a...� _,,_„�_ (�O7? J49-2O0o ,.........�,.., �.aa..._., VAT ul` DRIVE UP SYS"fM C?ETAiL5 s11r. ! of GQ !dlti '_ChLr ' KAYIi!i4; +..I'l. I - i{ _ %r1. . �, .� . . - - '. . . 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J.y 1ZAA : - i. - , : -. .,.. - _ ' 1 n n...ps , - .. ". . 3 - i 11 " . _ - - . m _ -- -- -- - - - i 11. r i' ,=,fin , - _.. 1 i �, Y I �„ . 3.. ' �`T e ,; AIR IN rAKN - x+F`' .#. t - x..- . - •- -.. _- _ -_. . _ ._.. - _ . _ , 5'-I" „� - _^'-'^.-^--_,__._-.-_.- ,'F°' Al` ,,y''' "c .e,,,,. t 1 %�. ttltlT�ii . - ,.-..,.4 �, �,�,,:,_, �/ tl _ CONSTRUC rION,. n \!`,V;1' , :, ,:1 , , , .^, .1 f____-________.-._--.__ % i' GUARD PC)S r `F'IWE� TO 13E 4 MIN. 0.n. ) NEW v _� _�__ ''' . _ J. _ /�- FILLED WITH CONCRETE (ALL. LAY G: C.), j+' L OWNER TO FURNISH AND INSTALL. t i } ' RIGID CONDUIT FOR ELECTRICAL POWER - 91=,-..__ I'.•21/z'--- I'-.U"__ .._.__-1' sy,l' ----.- .:. 9` , g - _�-- Q GtJAf?C) f'C)ST f Ir'E rQ f�k 4 tYtlN. DEA. X 9 I HIGH >l '....."",�^, 4 ISLAND ,, f, k FRONT SIDE POSTS 2'-•2.' HIGH 5 (5EE POWER REQUIREMENTS) . � t FILLED WITH COI CRE TE (ALL. BY G.C.).. � _--.. __..___ .Ir, _. �,,4 E3ACK �;IDE POSTS (1' i° HlE�f1 2 QW�NING / } P V.0 ( RECOMMENDED METHOD FOR s .,+ r .........a ,r SEE PLAN VIEW , OWNER TO FURNISH AND INSTALL 9 PIPE . . . � ,,,, „�r� u j I'll ROUTING COMMUNICATION CABLE, EXPRESS BUS CABLE, ALARM CABLE, AND VIDEO CABLE. ,. , I. - . „ , ., , "••ca_y»." S._¢;,,... ,++3 `:0. `1'te. <?'''. ,t�4..vvwF' _ I'rT ' 'es>7•,r !_- .. `: ,},•..,.::.::i"rr - . - - ,, . , . T, E METHOD ) OWNERS "' - _....._.___--- LARhdR A LE ANUI RIGIDRCON�UIT �ORUCQIiiUNiCDAIONACAf3l - __ (ALTERNATE U I __ _ ___ ..:: « i' RlGln CONUUiI' FORA ELECTRICAL,z' W-_- � . ca - OUTL.INE OF UNIT "_- ' . f. EXPRESS I�lJS CABLE AND VIDEO CABLE, - • C� Z - - -- T. - - -- )__ j / �' r - - -- J -- --� - Y- ___ . �_ o Q 2 � � I _ _ n c, 4. PLEASE CONTACT THE DIEBOLD INSTALLING' BRANCH IF CONSIDERING ATTACHMENT OF i. ' - - ISLAN E11 c, i . ,, -- r - =_ a 15. A REhdOTF DESKTOP' MONITOR/KEYOOARD TO THIS PRODUCT. .:; ti y. - _. c> ; 0F'INitJG " �, `�, j' -,N , , �. --. --.� T v 5. INSTALLER TO DRILL (2 )% DlA= X S' DEEP HOLES IN ISLAND (TEMPLATE PROVIDED 1--f�-__-_.. = = �__.... -- EI � __._ .._... _- _ _ _ _ FO LOCATING HO S, PART."49-0U6TJi5} AND SECURE UNIT TO ISLAND ti«lITPi , __ -- I - , , I I (2) ' -10 UNC X g�� ° LONG WEDGE ANCHORS SUPPLIED WITH UNIT - - - -~- i' \ I:1.i I 6. DIEBOLD TO ' FURNISH (OPTIONAL EXTRA) RS 232 CABLE (150'-Q' STANDARD) q' .. - 1/ ,f '� - - 1 ( AVAILABLE), INSTALLED B OWNER. . 'I = ___ aa:ii_% r, 2 �� 250 -0 MAXIMUM AVAILA L , - ti- q ` c9- i?> !! I' OWNER TO FURNISH AND INSTALL ALL OTHER CABLES. ;cl. _� '10 I I 1 ' O :� i I { JI I. 1. -- _ - - _ ` - -. V e �a �� ! I: ji f 1 I _... - .,,.: ._._. I' v _.-._ ... .......-`x; _ - `r Cr + € „ ` 4' DiA, P.V.C. r'1!'E EXlS'rING CONSTf2UC'T'IUNs _ _ _ __ I �V 1 i �� 3/a' RIGID f,r}NDUIT ; _. j I SFE NOTES _._ _ _-_ I' .� �, , , , r . ,, -� 1 (BY THE E.G.) lid _ _-- 1. _ CONDUIT, PNEUMATIC TUBE AND/OR P.V.C. TRAFFIC Fl..ow.... la . \L_ i EXISTING ELECTRICAL A __ __ -._ A GUARD POS r PIPES TO CAE 4- MIN. DIA. X 2'•-2' HIGH iry Y, PIPE MUST BE RE --ROUTED TO ALIGN WITH REQUIRED ISLAND 1 :i - ' FILLED th'ITEI CONCRETE (ALL_ fSY G.C,), i SEE NOTES _ _.--___ _� *J ______ / OPENING. EXISTING PNEUMATIC TUBE OR P.V.C. PIPE MAY BE r__ 9' _ ___. 3y_8t fa= ._ _ __-_.---- - _ _ _. 2 -0 ' , USED TO ROUTE COMMUNICATION CABLE, EXPRESS BUS CABLE, 1 _l 1 1. - -- •. T SECTION i ��lE A! ARM GABLE APt? VIDEO CA LE __..._,_-._�_-__ 3,-91fi=-..._.._.__ '- 1, P j jy _ ! B ._ . _ ___^ _ _ __ .-_. _ _ �- - I DOLT .- .1 2. EXISTING BUMPER GUARDS ON ISLAND MAY REQUIRE REL_OCArlON. . © j c----.----_-_,- _. .._-_---_--- •- � ; .-. 3 f7'� . I . o f- �i�i �E.. �`-E ISLAND tnl l I u� u • „,f' 3 . �--.r_.-.....-.3'-O'--.-.-___--_.__--_.-_---- 1j�Ly lft �f_C}t __-. I. -II_.:_- .. -- '-- j •_9 /a .- ---.. -.. . INSTALLER TO DRILL ( 2 ) %4 DIA. X 8 DEEP HOLES IN ISLAND (TEMPLATE PROVIDED �`' r I%" --, �8�a - "' jl`I•_._..__....-_.._ FUR LOCATING HOLES, PART #45-006035) AND SECURE UNIT TO ISLAND WITH GUARf? POSTS :- _ y _.. _ 1.___._ . _.-_. _. .___... _ ... __., - ______ _ _..__..'1 (2)Y IOUNC X 81/2- LONG WEDGE ANCHORS .SUPPLIED wITH UNIT. B 1Y . 1 . Z - �. __-..- 3' _ 61/1 u � -.- ---. . r �- -\11 J{, f.r cv Y I HE. G.C, . _- ''?¢ - �) i .-_-...-...-_-_--------'-'-_-•- ----, -_ j ..` , `� . ,.� 3 1 --- I 1 /\ _ ___... .._ - -81/2' ,,,�..,.•.-•....,.._,�� ,ij s) �, r�-� r t /___�, a i i z t [. ,, i i- _ .__ . i, -;. a ( = i , ) ___ _ .- - __. . _ . 4 --"-,-----"-- - , --- , N 11 It n I I . ! ,''. , 4 -1 lark, : � c : I I . .. . , 1 a r .. I ��+ �'' PLAN11 t 1 I J` t i _-. - _ ; . 1 1 11 _ I � ii F, IJ.-. �� . }, r-- ( _ , g _ .== / :a �....___.....�- ---- .._._.._.._�._ v. cr + - '-I`-'U°__.-_.__-'---I'-gl/2'----- r.. (! , _ _tc' •l, .,# _ - .._..-- - ��._.... t• 1 ,� i I j " , .,.af I ! ^N I...___.__.__. 1. :, IJ _ _...11 ° �. �-�... Ir _I= 1 ' - s ^ . a = 1 , ...... ..w+:,n,'rf'' . •q' _ - - 1 "'^�>a :� , t: ItT El J t : r f i T't'E ',.-/' i - - -- - ...w.,.a.-• lii t,[l t ��j r - w.,-..,..«. - i . . ( . , ! . - ., f• �' I , . I `� _ rRAFFIr, FL0'rr ' ,_ ,�.-�i..,,_._ . . � i _ _ ; . - - vIEVVI. f1' NT .SIDE VIEW ISLAND SECTION ISLAND PERSPECTIVE 1074 ix DRIVE --UP ISLAND ATM DETAILS ISLAND PREPARATION DETAILS 'FOP CHASSIS KEY '`OCK - _� ___._ CABLE REQUIREMENTS $ ! a _ == -__-- �......._....,..... _-INTEGRAL VID ) CAMERA - E'.0 _.._._ CC)MMIJNiCATlON CAPJE..Cs------ I�IEDQI.D TQ FIJRNi51i (OP riUNAL EXTRA) RS 2.32 CABLE tIC,O'-0' STANDARD) k ,. Y f _ _ STATEMENT Pf�1N °ER -. ___-.• 5`ritlDU�r I=_5•_.-____. _ __ __ ..._-_-__ y-8'/1 ........_..__._..-- _.... 3 -f 0(250'--O' MAXIMUM AVAILABLE), INSTALLED BY OWNER. (OPTIONAL) j: �, j i k _-•CONSUMER TRANSACT10 _ 'ALL OTHER EXTERNAL CABLING TO BE Fl1RNlSFIi.D AND INSTALLED BY ONINf^I:t< = RECORD SLOT 116 r • ' • , • ; • ' ENVFL-t)PF SIJPPLf --- `'`f----.-- - . . ' - . , .r _ _ __. _.__ ' _ _.. _ - 1 _ - CAf�D 1NSER T SLOT _ -�- 02SUB-5Y5TEM BUS CAf3LC:- -----� FOR REh40'CE OPTIONS ( FURNISHED AND INSTALLED BY OWNER ). � t f-��~_ . ---- -.- N0T E: �• _ . T. . :: -- - =- - -- _ . O GRADE 'A' REQUIREMENTS, , - � a I. ti � - 4.�__-.-_.._. l U CONFORM T . . ---- _ ---' -- . . - ___- E - -_.._._..-•-___ - , �, ARM CABL.f= MUST BE HOME RUN rROM :;' - CONSUMER IN rERAGTIQ . t � "' .;,`• _ I . `-r ATM L3ACK TU ALARM CONTROL CABINET �`�.,� VIDEO SURVEILLANCE ------------ (TURN!>HED AND INSTALLED BY OWNER ). �� -'f� . - PANEL - �,� ��✓ SYS'CEM CAf3i..E: a= of �• �r"" � ._�-- , :r . • .. �. , .. $ "' ALARM CABLE: -•-------- - TO CONFORM TO GRADE 'A' REQUIREMENTS, ALARM CABLE MUST BE � i . �_ .. _- - ---- (�) HOME RIJN [-ROM ATM, LACK I�D ALARM CONTROL CABINET ' '' -''�` _.__ _ __..�_ ___ _. - ___ __ _ - CURRENCY f11Sf'EtlSE_ : - __...__. -_----- -- - ---'- . ., . AREA -` - FURNISHED AND INS rA! L.E E3 OYl!`fE ) `. . , . �� 1 y.` _ __.._____..._ 'TRAFFIC CONTROL ONLY WHEN TRAFFIC CONTROL LIGHTS ARE. PRESENT N,_.. AR D f . . : , . , .. • . . _- -- --(�) LIGHT CABLING (COS r()hiER FURNISHED AND INSTALLED) -- ENVELOPE OPC EPOS!'1 UR . ��\ \1. OPTIONAL DIEBOLD EXTERNAL OPTIONS MODULE REQUIRED INSTALLER TO SFT LEVEL, _ _ _ _ _..� . \ 1 ,� r r .. _,.-. SECURITY Y VAUL T SECURE UNIT r0 CONCRETE ISLAND -___._._ AND CAULK AROUND 6A.SE _ �t; W- i �\ ` \ , VII)E0 j 4' DIA. P.V.C. PIPE: - -----.•..• SEE NO,rES "2 AND "3 ( FURNISHED AND INSTALLED BY OWNED ), . �--..-_.-. ,T7 ,�I�Q. SURVEILLs1NCE -- � '. _� _h ISL. ANE) 'f U I3C r LA'r AND LEVEL IN AREA . c.l -T \ :W SYSTEM CIF UNIT • . . �_ - \�\ ,I n, POWER CUD S _ OW EME URNI%IED A IN TAL LED BY OWNL R ) PERSPECTIVE . I f=1 Qr'rIONAL OWTIONAL. 0 1 ELECTRICAL N I.IET.- -•- EE P E.F2 RF(1UIR- NrS (F ND S . _.._ -_ , it OP �0 NAL_ \� tEh I'E REMOTE E-XTF RNAL. . ---'- -- .....-.-- fr) Knill JOURPRINNAL MOTIONS . _�... SPECIFICATIONS , _. . - OPTIONAL r ..._ _____-.,___ __;__,% �.._.____._:_-.-•__.._-------.--_ _-�_____-___.-_-______ _ 1. _._---._..._. _____�� ._.._ .._ _. _ -__-' L RAFT . FLAN I Ii Y ; ONA IC v CONTROL LIG)i"rS PI{YSICAL SrCtJRf'rY NcAT OUTPUT SERVICE POSITION = -_- - - - c - - . -' TILE: SAFE FdELfS THE REOUIRE.MENI'S OF UL STANDARD 291 LEVEL 1 FOR 682 BTU/Hit 'WITwor HEATERS ( IDLE. ) _ ..� �_ i !. ` - ... . ._ . O U SYS FE SERVICE. E DOOR 1S 5,41 TU/t WITH HEATERS �S t OLE I BUT MATE TELLEFt MS FUR 2 ! HOUR E THE SAFE 8 B IR 141 HEA FI .1.--.-,-�,,�,- �,�,,,,,;,,,,,,«,w,,,,�„•.,,,,�,,., �,,.,.:,,, W„w__-____.,„ , „,..e._� ,.,. .__ _ �I i'' 2�u� PROVIDED ' 11H UL LISTED RELOCKING DEVICES AND A UL LISTED`�,759 l3fl)/HR '�llfH HEAfEfiS (DISPENSE ), , , - _. _. -i•, COMMUNICATION \, � GROUP I ELECTRICAL_ LUCK WITH SINGLE OR DUAL COMBINATION LOCK OPERATING ENVIRONMENT ,, ..2�-0° --- - --- L l ``,, -- pl5'rRllil} I ION / `\ 'To 41EET' REQUIREMENT'S OF UL 291 TILE UNIT MUST BE ANCHORED TO A - -� >. .• /-__- a ,,.-; ,, . n. -3U F TO 120 F' WITHOUT SUN EXPOSURE I'll•,.�'" '-. \ TRAVEL r'"`-''4 r3()X CONCRETE PAD OF 152min t 6') MIN. TOIICKNESS USING THE ANCHORS PR`�VIDED 5_ \ lx�� � \1 . (D -3t} F TO ILO F NtTH SUN EXPOSURE. ,_ .., F - f J `'ti ( n P4wE_R EZEQUEREMENTS isr. [o loa% Ri.LAfIVE tfJhilDiT'r. -_ -- r. (01 THE ACM REQUIRES: SINGLE-PHASE ff(ftfE-{'LIRE LINSYTIfCt(ED POWER. CANOPY REQt11ftEMENT . 3W t . I I . \< .\' __ U I ' P r 4 C.. ,. ui . , ' �::_•_ i FF E. fti MUS I USE A THIRD -WIRE EARTH GROUND (CONDUIT GROUND 15 NOT IT IS RECOMMENDED THE UN. f BE PLACED UNDER II - 3 -0 ' _ _._._-_.._ ACCEPTABLE). AF)!.E'.). TF!£ POWER SUPPLIED 0 MUST FOE A5 SPECIFIED BELOYl: COVER/CANOPY FOR OPERA f ORlS :RVIC;F.. AND SUN F E S JN J 3 4- EXPOSURE. I I I ! \ `� Q ` 100-127 VAC f+} %.-t0%16QFlz [( /-i%)cSINGLE PHASE ' . I I U.}} I � •♦ M 200 24f) VAC (/ 10%) 50Hz (/ )/,) SINGLE PHASE , 1. 1. .'11 1- I.., . .. _ I I / I i 1 -- i WEIGHT OF UNI T $ . : :f 111.11 i 1, � - f I POWER To. THE ATM TO Ear A DEDICATE SERVICE AND MUS r BE 3,200 t.BS. / " r , i ( i i \ , i E i , ELEC. GONpUI r I \ ♦ I PR0rECfEU BY A SAFETY QUICK -DISCONNECT DEVICE TO BREAK LINE VOLTAGE. . ' - - . Ii iU f3UILplNGS I \ 1 tsllf_H AS A CiRCCIIf BREAKER AT THE ELECTRICAL, SERVICE PANE!_), THE QUICK ALARM PROTECTION i *• , �. ELEC. f'ANE.L -. �,..,, - ......-...._.......' . DISCONNECT DEVICE tOR CIRCUIT BREAKER) MUST TURN OFF THELINT VOLTAGE . I 1 �1 - \' rEIE UL-LISTED SAFE. 15 E011lPP£D WITH A F)ASit, Al_AE?hi i I i jl I � - A f rilE: AMPERAGE SPECIFIED BELOW. SENSOR PACKAGE. TEIE BASIC PACK -AGE INCLUDES A SAFE 3 ..-......... .=-. - --' -- _.__ l r w _ ..._ luU 17 VA SERVILE I J CT A. O A F r r ----_........._.__._._ _ ._ ...._.....____ __-__ ._......-_.._-----._._.-......_.._.. _ _ 2 C U .COI NE 3 to R $ i I �""'•�'r"'" ,. \ \ ..------._...-......... __._--•_---...__._.. ... ..__ ___-. ..__ ..,......__..______.._._ ........ __.... _ -.. E ES DOOR OPEN S!'+I f ,F! ALARM SHUNTING SWITCH ARID _ .....-._ _.____--__._.._ ....._... .....___._._. _ .---_--_' _ _ )O 240 VAC SERVICE,DISCONNECT f,I A f la AMPERES RATE -OF -RISE { f ♦ .� \ ,t.Or,r,. .� c, a: fir.{,f...,- HEAT SENSOR. 5= �, i• c - - . b '1' . h�', 1 - N - r '. i ,,, 1. .. j I \ \ _ ._._ I POWER USAGE RECOMMENDED ISLAND .1j:,_,,%__..." - I.. . . �0 I : . '11 I ., I f I , '__ ,,' . - ' . . . I 1-1, )1 'A _ 1 , I . - . .., - 11 - ... .. .. ..... - (' I ... _ .. ____ _ __ , . . 1 t3 'c 1 , -, .1 .- 1�1 i i I 1 , I Ili il , I'11ul 1 i I 1! i i ! 1 NU rET0. '• 'n ,h'i e aY-� f F :� rr S t O F TI I~C MM _ OF D T A r E F'ff N H I LQQFZ t ,\y,' .4,i :x. '. ,1 I ,�'' .. . , . f �- - :�: • • . I OPENING FUft CABLES BEAN 1lJl + I'' a E) E, N N 3'-6' WIDE X 6' HIGH X 8' NtN. THICKNESS NOTE: . SIGNAGE OPTION AVAILABLE FOR ADDITIONAL. LIGHTING; FOR AD01 HONAL INFORMATION AND DETAILS PLEASE REFER TO. THE PLANNING AND SITE PREPARATION GUIDE (TP-820685) . ELEC rfZiCAI EQLJlPMENT F(QUIvi. o I PROCESSOR, LCD COLOR MONITOR, MOfORt7_EU CAIi[) READER, I7EFC)`ii'rOft, . .• AI i '� CC /�`E"if� LAC 1 l J JOURNAL PRINTS!{, THERMAL rONSIIMt ft PRINIT£Ft, PRESlDEI2 ALARM, FOUR -HIGH J RNAL E UFSF'£NS H AND FASCIA I- T8 ,", , - I I. I . . I . I_ITE, ,<,•a ,x; ;, . ,I . � . FRONT VIEW. - SIDE VIEW . SAME. AS L ,I) ABOVE: WITH HEATERS, r ♦ � x� ~• �r [} (� ! ^j'. . . . � - THE POWER USE OEPENUS ON TftE NUMri1 R ANU TYPE OF DEVICcS PRE.5ENT IN . S "*'a %F t._�_�.�>..' _-�, � �, _:,.�__;_ -j- .1 " SIB R Y IC� POSITION 11"� DETAILS�-4IJ� 1 3�1 1L..3 1 7E11 AiM�fINU 'fNE TYPE OF TRAAISAC'f10NJ THE ATM }S PERFORMING. ^ 1' r t,V l ��p .I'ef; hiAs;K�U-UP UK�w I NG� RPlf) GHANfi> SFit% t NLtldl�> K f1. G.O. art 9/03 f?1EE30LD INCOftPUftATED Sol EDNYIt1U11r fal:3: D+1,uPI�1, fnc, A)1 R,g1,!:I Ruuar�ed. I..0 itit.C.O. 5/IQ�QI AMSOU'il 1 E�ANK . . ' �'�'' / .�� -_ _ __.__ _.___._� __ .-.� ...-_,.-_.__�....�.r_..._...-- -__...- __,._,.--._ ._..__ _._.-_.-._.-..._. _ - --- 1 . _ Art Un,;ubh*Kod 'dark ._ __.- - -••., __ ..._ .__ . -, � (_; -.. . 37 SKYLINE DRIVE QUITE �I100 aa- NFk, PROTOTYPE 3020 '?' . A_ -__ ... ._._ - ..__.._-_ ......,.._. ._..._ ____•__--._...-... _....,_..-,._-........a-•._. ..__.............. _- _.._-.--- w...w. _,_ ._.--._ -.._._..�.-..._....---•-.,._......-._--..__.._-___.- .+..�.._.._ ..-...._ ._..-_..._.... ...-_...._ �___, .�:" __ __.. __...__.. - -- - --- __ _ __ _ r�Ee r� ___ _ _ _ _ __ ,� _. I - L LAKE MARY, FLORIDA ; 2YO .i:.;_c T,srD 3 a , " �.. - ... Y. _. _ - _ - _.-_.-_ --_-_------_.•_---_--..-._.-.....---._- ._-.. __ _.�-_-.._---..- -..- __-• - ...-_..- ___ _ - - ._ - _.._.__ THIS DRAWING 15 TmF PfiOPERTY OF UIEGOLD INC. ._ -(� ...-....__._.....__._--.-.. i �__ _ - �� ! K1210. TM1 IRf _ . . (�14 f')�19-20()U pia r,i;i 'ryr[r I:[iA;.E1[; 107Q1 DRIVE -UP ISLAND ATM DETAILS. L . ..»« MACHINE STATUS (� SYSTEM �MAXIMUM (2)CONFIGURA11ON U'J CONFIGURATION IDLE (NO TRANSACTION) 200 WATTS 1588 WATTS 'TRANSACTION TRANSACTION (DISPENSE) T 300 WATTS - --..----- WATTS IN PROGRESS i . : - L L 1 - _ - jiI . _ __ _- -__ _ .I . .. .. - - .- .". _; - - , ,. I , - - - - - .. _ _ -__-_ _ , ,- - - _ f' __ ',.� , SANFORD FIRE DEPART AIENT FIRE PREVENTION DIVISION F D 300 N. Park Ave., Sanford, Ft. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Prager (407) 918-0395 Plans Review Sheet Date: April 29, 2003 Business Address: West First Street Occ. Ch. #38 New Businesses /Bank Business Name: 4MSouth Ph. (407) 645-5008 FAX (407) 629-9124 Contractor: Out To Bid Ph. O FAX ( ) Reviewed [ ] Reviewed with comment [ X ] Rejected Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Plans reviewed as Business Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Functional Fire Hydrant required to be within 250- ft form building required prior to Building CIO. 1.1 Application — New Building> 4,511 s.q. ft. (VI Unprotected) 1.2 Mixed — N/A 1.3 Special Definitions —None 1.4 Classification of Occupancy — Business, 4,511 s.q. ft square feet building 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. for 29, occupants, per 7.3.1.2 (L.S.C) 2.3 Capacity of Egress — O.K. , One per 100 s.q. ft. @2941 sq. ft = 29.7 2.4 Number of Exits — (2) Two 2.5 Arrangement of Egress — O.K., 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — Less than 150' 1 SANFORD FIRE DEPARTiVIENT FIRE PREVENTION DIVISION D 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 2.8 Illumination of Means of Egress — Additional emergency Light & EXIT Sign required may required (see Blue Prints) 2.9 Emergency Lighting — Additional emergency Light required inside main electrical room (see Bltte Prints) 2.10 Marking of Means of Egress — Additional Exit signs may be required 2.11 Special Features — 3.1 Protection of Vertical Openings — — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" or 'A' or "C" 3.4 Detection, Alarm and Communications Systems — NIN 3.5 Extinguishing Requirements — as per NFPA 10 (SEE BLUE PRINTS; floor plan) (2) two REQUIRED 3.6 Corridors — 4 Special Provisions - 5 Building Services: Fire hydrant required 250' ft from building 5.1 Utilities — (L.S.C.)9-1 5.2 HVAC — (L.S.C.)9-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Not Required Monitoring: Not Required Other: NFPA 1 3-5.1 Fire Lanes — 3-6.1 Key Box — Not Required 3-7.1 Bldg. Address Number Posted and Legible — R :gz�tr see blue nrin s for,czzP nn 2 ■ ■ t • • • .... : _r • E ADDRSS II�'�TEPL1�1 � . :. SANFORD, FL. - . , ARCHITECTURE, �. TAX D. ... ENGINEERINGNUMBER . _ — 28 19 30300 001 � 0000 INTERIOR DESIGN . - .._ ;PROJECT MANAGEMENT ` AA 004320 CA 866Q . 933 LEE ROAD,. FIRST FLOOR,. ORLANDO'.FLORIDA"32810 - PH. 407.645.5008 _ FX 407..62-9.9124 _ SEAL' ;rRim +, AMSOUTH.B......NK 2b.FL�C,,D II 7 7 W ST S.T.Ip"'E E T ® rUS1_D1t1G D_ 1DlTlOt lAL1- y r II"( Lj iaEQ F t•SD ,}LAI L SE ��� P;iS f,r2F izi �l r IT iSSUEU Gfl WITH PRTOL ic. . �t•I,c. Vl'Ot_A gGCs`P TO 3F ? tt}lQf2iTY s= 7Hr C� v�T�risC the Q f:OT EFT ASIDE ANr oR 5NA1-� -fBF- hJ. ALi - .. OR rALco9E5•. CAi.GCI :ETEc "S �rtE�'ENT THE CrJR��� PROVi�tO ._ F P, rE}Eliff R F [1UlRiNG p l ANCE p. E c U ls' 7 FttC;A THEftEAF-T PLAtls. c;ON�TR DES ERRpRS ON -fl-is CODES • TIOI'l OF VIOLATIONS OF Ti iE OR OTHER ■ ■ IN i VICINITY MAP LEGAL DESCRIPTION REVISION ISSUE LOG SHEET INDEX Aft% a%V!61 -Pi Ot 700rtt %} {�21 Ot?ft v z # tL 2 Viva Co z E`j '�rji c } lOtN311if9 =; �- CL SIT1:2 CJ -A : car �r f <, l_ .. = Qi Northstar Ct :. ;�wilson.Place�;,"r 0odru � Spr1h9s Ei A all snlinole DD �L sy d, s. ToTAIne Center Oaastiino� P h/ils �:on P,d Central Park Pl •_ L�I:e step F LT) DESCRIPTION: (WRITTEN BY SURVEYOR) A part of an unnumbered lot in M. M. SMITH'S Third Subdivision as recorded in Plot Book 1, Page 86, Public Records of Seminole Counry, Florida, more particullarly described as follows: Commence at the Northwest corner of Section 28, Township 19 South, Range 30 East, Seminole County, Florida; run thence S00' 1 2' 19"E, along the west line of the Northwest 1/4 of said Section 28, a distance of 1535.64 feet to an intersection with the south right-of-way line of State Road 46; thence N89'47'41 "E, along said south right-of-way a distance of 15.00 feet for a point of beginning; thence continue N89'47'41 "E, along said south right-of-way a distance of 221.00 feet; thence departing said South right-of-way line, run S00'12'19"E a distance of 224.77 feet; thence S89'54'03"W 221.00 feet; thence N00'12'19"W a distance of 224.36 feet to the POINT OF BEGINNING. Contains 49,629 square feet or 1.139 acres more or less. REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 1 12-06-02 OWNER REVISIONS A-1 THR. A-15, S_-1 THR. S-7 L.I.N. . 2 01-02-03 OWNER REV. Al. A7, A14 LIN 3 01-23-03 CITY COMMENTS CS, CO, Cl, C1.1, C2, C4, L1 ADDED SHEET L2 DBK 4 01-23-03 COUNTY COMMENTS CS, CO, Cl, C1.1, C2, C3, C4, . L1 DBK 5 01-28-03 OWNER REV. Al-A15, S1-S7, EO, El, E3-E5, M1 LIN 6 03-34-03 CITY OF SANFORD COMMENTS Cl-C7, L1, L2-E2 CDB 7 03-25-03 STRUCTURAL CLERAFICATION S1 - S7 LIN 8 04-01-03 Q.C. REVIEW C 1, C3 RC 9 04-11-03 OWNER REV. Al, A3, A4, A7, Al0, All, S1-- S7 TELLER WINDOW, VAULD.FOUNDATION LIN f t I • LOCATION MAP OWNER & CONSULTANTS NOTE; D OWNER ME HA I "CO TRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTY RIGHT-OF-WAY C IN CAL ENGINEER PERMIT AND HOLD A PRE -CONSTRUCTION CONFERENCE BEFORE STARTING WORK. AMSOUTH BANK CONTACT JACKIE LARACUENTE, DEVELOPMENT REVIEW DIVISION, (407) 665-7409 250 RIVERCHASE PARKWAY EAST INTERPLAN LLC FOR INFORMATION ON SETTING YOUR PRE -CONSTRUCTION MEETING, ISSUANCE OF BIRMINGHAM, AL 35266 933 LEE RD., 1ST FLOOR COUNTY PERMITS AND OTHER REQUIREMENTS." TEL. (205) 560-2484 ORLANDO, FL 328104\ FAX. (205) 560-2529 ATTN. GREG HARRIS PLUMBING ENGINEER ARCHITECTII&EV"I PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000, INTERPLAN LLC INTERPLAN LLC 933 LEE RD., 1ST FLOOR SEMINOLE COUNTY., 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 By: APPROVED FOR CONSTRUCTION ORLANDO, FL 32810 CONTACT: DAN HUTTER Sanford Fire Pre nt n -THIS APPROVAL:IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY STRUCTURAL ENGINEER - 7 LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF CIVIL ENGINEER Dat>>r.... COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS.CONSTRUCTED WHICH INTERPLAN LLC RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. INTERPLAN LLC 933 LEE RD., 1ST FLOOR ADMINISTRATIVE ACCEPTANCE OF THE' DEVELOPER'S PLANS DOES NOT GONSTITUTE A 933 LEE RD., 1ST FLOOR ORLANDO, FL 32810 WAIVER OF ANY CODE -REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF ORLANDO, FL 32810 RESPONSIBILITY TO.MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR 'FROM THE DATE BELOW. Pit iEIVEli APPROVED..* ELECTRICAL ENGINEER INTERPLAN LLC APR 2 5 20U1 CONSULTANT: REVISIONS: NO. DATE REMARKS 3 01-23-03 CITY COMMENTS 4 01-23-03 COUNTY COMMENTS 6 03-24' 03 CITY COMMENTS AMSOUTH BANK 25.FL-C.D 4477 W. 1 ST STREET SANFORD, FL ■ COPYRIGHT © 2002 INTERPLAN LLC RESERVES _. COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS,'_ TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTICQNS, iI CHANGES OR ASSIGN ME!VTS ARE PROHIBITED: ; IVA PROJECT NS:U.0093,,'" DATE: 1 1-1 toe U" «. 6/! 0 =J 1-0 SEMINOLE COUNTY DEVELOPMENT WALLS.' r. REVIEW DEPARTMENT 933 LEE RD., 1ST FLOOR ALL FIRE :REQIIFC �' ! , c : 0N v' h I - ON ANY Cf?GN&'C. F2tQUtR1NG , - , ., ., �• ORLANDO, FL 32810 f'NS�PE,CTIO.N BEFORE GOVE,R•UflRUCTUAL STEEL bRAWINGS r DATE WILL, REQUIRE AN AS -BUILT STRUCTUAL ENG, ON THE CERT . FROM AN INDEPENDENT ■ ■ RMFOCE U F . U PLACEMENT OF TL E 6 ■ ■ PERaMIT. CHECKED:0 ■ ■ ,..� ■ MEN1 -- - =- . E - tE S 6 04/11/03 07:0650 J:\-J\AMS0UM\20920993\0i993CS.D G i'-0"=1'-0 ;LESNAG Cfl M PL SHT. NO. DESCRIPTION SHT. NO. DESCRIPTION CS COVER SHEET CIVIL DRAWINGS S6 TYPICAL SECTIONS. co CIVIL DATA SHEET S7 TRUSS PROFILES Cl SITE DIMENSION PLAN _ C1.1 DEMOLITION PLAN C2 UTILITY PLAN MECHANICAL DRAWINGS C3 GRADING AND DRAINAGE PLAN _ SITE DETA11S MC MECHANICAL DATA SHEET C4 M1 HVAC FLOOR.PLAN /;SCHEDULE / LEGEND C5 CITY OF SANFORD DETAILS M2 HVAC DETAILS AND CONTROLS C6 CITY OF SANFORD DETAILS _ C7 CITY OF SANFORD DETAILS PLUMBING DRAWINGS L1 LANDSCAPE PLAN PO PLUMBING DATA SHEET & DETAILS L2 IRRIGATION PLAN P1 FLOOR PLAN UNDERGROUND E2 SITE LIGHTING P2 FLOOR PLAN ABOVE GROUND SURVEY - - ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS AO ARCHITECTURAL DATA SHEET EO ELECTRICAL DATA SHEET Al FLOOR PLAN E1 ELECTRICAL LEGEND, NOTES, AND SCHEDULE A2 REFLECTED CEILING, ROOF PLAN AND DETAILS E2 ELECTRICAL•SITE PLAN A3 EXTERIOR ELEVATIONS AND DETAILS E3 FLOOR PLAN - LIGHTING A4 BUILDING SECTION AND DETAILS E4 FLOOR PLAN - POWER A5 WALL SECTION AND DETAILS E5 FLOOR PLAN - AUXILIARY A6 DETAILS SHEET 1 A7 DETAILS SHEET 2 - - A8 INTERIOR ELEVATIONS AND DETAILS SHEET 1 - - A9 INTERIOR ELEVATIONS AND DETAILS SHEET 2 SECURITY EQUIPMENT (FOR INFORMATION ONLY)' A10 INTERIOR ELEVATIONS AND SECTIONS SHEET 1 1 OF 9 ELECTRONIC'�ECURITY A,°'' YOUT .Al l ,INTERIOR ELEVATIONS AND SECTIONS SHEET 2 2 OF.9 ELECTRONI'C•.SECURITY AND, DETAILS ELECTRONIC SECUIJWES AND DETAILS Al2 ELECTP.iCAL AND SECURITY PLANS 3 OF 9 A13 FINISH PLANS 4 OF 9 VIDEO DETAILS: A14 DOOR SCHEDULE AND DETAILS 5 OF 9 CLASS 1, MOgtJ AULT DETAILS A15 VAULT PLAN AND DETAILS '' 6 OF 9 I/AT "21 ", ';DRIVE -UP SYSTEM DETAILS STRUCTURAL DRAWINGS { 7 OF 9 AFTER•. HQURSM DESPOSITORX,IjPETAIL.S S1 STRUCTURAL DATA SHEET 8 `OF 9 UNDERCOUNTER' EQUIPME ILS S2 FOUNDATION AND FLOOR PLAN 9 OF 9 DRIVE -UP ISLAND ATM [ S3 FUNDATION SECTION AND DETAILS 4 x r6. S4 ROOF FRAMING PLAN1 S5 TYPICAL SECTIONS DEMOLITION NOTES IRRIGATION NOTES LANDSCAPE NOTES UTILITY NOTES 1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL 1. CONTRACTOR SHALL INSTALL A COMPLETE IRRIGATION SYSTEM WHICH 1. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE No. 1 OR BETTER AS A. GENERAL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS PROVIDES 100% COVERAGE OF ALL PLANTED AND GRASSED AREAS. HEAD OUTLINED IN THE FLORIDA "GRADES AND STANDARDS FOR NURSERY PLANTS" AND AREA. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON SPACING IS TO BE EQUAL TO THE RADIUS OF THE GIVEN SPRINKLER HEADS. GRADES AND STANDARDS FOR NURSERY PLANTS PART II PALMS AND TREES.' 1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS EXACT LOCATION.OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. PROVIDE ALL PIPING, VALVES, VALVE BOXES, SPRINKLER HEADS AND WIRING AS AND SPECIFICATIONS OF THE CITY OF SANFORD, AND WILL BE SUBJECT TO REQUIRED FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM. 2. CONTRACTOR, IN PREPARING BIDS, SHALL VERIFY THE AVAILABILITY OF ALL THEIR INSPECTION AND ACCEPTANCE. 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS, 2. SPRINKLER LINES AND HEAD LOCATIONS SHOWN ARE ESSENTIALLY PLANT MATERIAL SHOWN ON THESE PLANS. IF CERTAIN PLANT MATERIAL IS NOT 2. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; DIAGRAMMATIC, AVAILABLE AT THAT TIME, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT, RICK ABT OF INTERPLAN LLC AT (800) 373-5552 OR (407) TO DETECT APPARENT DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN AND PROMPTLY REMOVE FROM SITE. THE DRAWINGS. 3. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A 645-5008, TO DISCUSS EQUIVALENT SUBSTITUTIONS. LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE 3. IN THE EVENT OF DISCREPANCY BETWEEN THE PLANT LIST AND ACTUAL 3. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO 3. EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A MINIMUM INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPED AREAS. NUMBER OF PLANTS SHOWN ON THE PLAN, THE PLAN SHALL CONTROL. THE OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT DEPTH OF REMOVAL SHALL BE (2) FOOT BELOW SUBGRADE IN ROADWAY AREAS LANDSCAPE CONTRACTOR SHALL NOTIFY INTERPLAN LLC OF ANY DISCREPANCIES INDICATED WITH UNBROKEN CONTINUITY OF INVERTS. PLACE BELL ENDS OR AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE 4. ADJUST DESIGN OF SYSTEM WHERE NECESSARY TO AVOID CONFLICTS IN THE PRIOR TO ISSUANCE OF BIDS. GROOVE ENDS OF PIPING FACING UPSTREAM. DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE FIELD WITH LANDSCAPING OR UTILITY LINES. TO BE REMOVED (UNLESS OTHERWISE NOTED ON PLANS). THE CONTRACTOR IS 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OCCURRING CLEAR INTERIOR PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS ON SITE OR ADJACENT AREAS, INCLUDING BUT NOT LIMITED TO BUILDINGS, WORK PROGRESSES. MAINTAIN SWAB OR DRAG [N LINE AND PULL PAST EACH W M REQUIRED FOR THE INSTALLATION OR CONSTRUCTION OF THE WORK INCLUDED IN PAVINGUTILITIES, ETC., WHICH IS CAUSED BY PREPARING OR INSTALLING ANY JOINT AS IT IS COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT 4. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE THIS CONTRACT. , AND ALL PLANT MATERIAL. WHENEVER WORK STOPS. A PART OF CONNECTED FACILITIES (THAT ARE OFF -SITE), RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A 6. CONTRACTOR TO PROVIDE A DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 5. ALL DISTURBED AREAS ON SITE SHALL BE FULLY SODDED ASIDE FROM 5. MAINTAIN 36" COVER OVER MAINS, AND 18" OVER SERVICES/LATERALS. CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY THE POINT OF WATER SERVICE IN ADDITION TO AN IRRIGATION METER. DEFINED PLANTING BEDS. SOD SHALL BE FREE OF WEEDS AND NOXIOUS PESTS EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE COORDINATE LOCATION WITH OTHER UTILITIES AND GENERAL CONTRACTOR. OR DISEASES. 6. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE ALLOWED. 7. ADJUST SPRINKLER HEAD RADIUS AND PATTERN (WHERE APPLICABLE) TO 6. GRADE, DRESS, AND SOD DISTURBED AREAS AS SOON AS POSSIBLE TO STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESS OBTAIN MAX. COVERAGE FOR TURF AND SHRUBS ELIMINATING ANY OVERTHROW PREVENT EROSION. OTHERWISE DIRECTED. 5. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES ONTO SIDEWALKS, PAVEMENT, OR BUILDING STRUCTURE. SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION 7. ALL PLANTING BEDS AND TREE SAUCERS SHALL HAVE CYPRESS BARK MULCH 7. INSTALL CONTINUOUS LOCATOR TAPE/WIRE, LOCATED DIRECTLY OVER POTABLE AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR 8. HEADS SHALL HAVE RISERS OF SUFFICIENT HEIGHT TO CLEAR ALL TO A DEPTH OF 2" MIN. EXCEPT IN AREAS ON SLOPES GREATER THAN 3% WHICH WATER MAINS AT 6" TO 8" ABOVE PIPE. ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START SHRUBBERY INSTALLED. SHALL HAVE A CYPRESS BARK MULCH TO A DEPTH OF 3" MIN. OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE 8. WHEN WATER AND SEWER LINES CROSS WITH LESS THAN 18" OF VERTICAL EXISTAN CE & LOCATION OF ALL STRUCTURES UTILITIES & TREES SHOWN OR -TO 9. ALL IRRIGATION PIPING WHICH IS LOCATED UNDER PAVEMENT SHALL BE ■ ENCASED IN A SLEEVE TWO SIZES LARGER THAN THE IRRIGATION LINE ■ 8. CALIPER OF TREES SHALL BE MEASURED DIAMETER AT BREAST HEIGHT (D.B.H.) ■ SEPARATION, THE WATER PIPE SHALL BE DUCTILE IRON PIPE FOR A DISTANCE ■ NOT ON THE PLANS, WHICH WOULD NEED BE REMOVED OR PRESERVED. AT 4.5 FEET ABOVE GRADE. ALL TREES SHALL BE INSTALLED IN AN UPRIGHT OF 10 FEET EITHER SIDE OF CROSSING. WHERE A LATERAL SEPARATION OF AT 6. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL 10. COORDINATE LOCATION OF IRRIGATION CONTROLLER WITH OWNER AND POSITION. CALIPER OF TREES SHALL TAKE PRECEDENCE OVER HEIGHT OR LEAST 10 FEET CANNOT BE MAINTAINED BETWEEN WATER AND SEWER, WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH PRESSURE TIGHT JOINTS. OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS AND LINES IN THE GENERAL CONTRACTOR. SPREAD. RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE 11. PROVIDE A RAIN SWITCH EQUIVALENT TO TORO RAIN SWITCH #850-74. 9. PLANT MIX OF 8 SHALL BE TILLED INTO EXISTING SOIL TO A DEPTH OF 24'. 9. WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE PROVIDER. MOUNT ON BUILDING OR TRASH ENCLOSURE IN AN INCONSPICUOUS LOCATION REFER TO SHRUB AND TREE PLANTING DETAIL FOR EXTENT OF PLANT MIX TO BE BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH 7. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERSAND EXPOSED TO NORMAL RAINFALL AND PER MFRS. SUGGESTIONS. PROVIDED. PLANT MIX SHALL CONSIST OF 1/3 PEAT MOSS AND 2/3 EXISTING A.A.S.H.T.O.-T-99. LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF 12. OBTAIN INSPECTION AND APPROVAL OF ALL BURIED PIPING PRIOR TO SOIL. 10. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER A FLORIDA REGISTERED LAND SURVEYOR), BACKFILL[NG. 10. ALL PLANT MATERIALS SHALL RECEIVE A SLOW RELEASE FERTILIZER IN PAVEMENT. COORDINATE WITH GENERAL CONTRACTOR. QUANTITIES AS DIRECTED BY THE MANUFACTURER. 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS 13. SPRINKLER HEAD MODEL NUMBERS SHOWN REFLECT TORO SPRINKLERS. COMPLETE FOR WATER, WASTEWATER AND STORMWATER SYSTEMS SO TIMELY 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 CERTIFICATIONS MAY BE INITIATED. SATISFACTORY BACTERIOLOGICAL TEST OWNER. THE BACK OF CURBS OR EDGE OF PAVEMENT. RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. 14. IRRIGATION CONTROLLER SHALL BE TORO CUSTOM COMMAND CONTROLLER 12. PIN ALL SOD ON 3:1 OR GREATER SLOPES. MODEL # CC-PO6 OR APPROVED EQUAL. VERIFY CONTROLLER OPTIONS WITH B. MATERIALS (WATER) OWNER. COORDINATE POWER REQUIREMENTS WITH GENERAL CONTRACTOR. 13. LANDSCAPING SHOWN ON THIS PLAN SHALL BE MAINTAINED IN COMPLIANCE WITH LOCAL LANDSCAPING ORDINANCE. 1. SERVICE PIPE SHALL BE POLYETHYLENE (PE). 15. PROGRAM IRRIGATION CONTROLLER TO PROVIDE 1 INCH OF WATER PER WEEK. SCHEDULE HEADS TO OPERATE DURING MORNING HOURS. 14. A TWELVE-MONTH WARRANTY SHALL BE PROVIDED FOR ALL NEW PLANT 2. WATER MANS SHALL BE PVC ASTM C900, DR 18 WITH INTEGRAL BELLS AND MATERIAL, STARTING FROM DATE OF FINAL ACCEPTANCE BY OWNER. WITHIN 16. ALL MAINLINE PIPING SHALL BE BURIED TO A. MINIMUM DEPTH OF 18" OF THIRTY DAYS OF NOTIFICATION, DEAD OR UNHEALTHY MATERIALS SHALL BE ELASTOMERIC JOINTS PER ASTM C3139 AND GASKETS PER ASTM F477. COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12 REPLACED, IN CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN, BY THE LANDSCAPE CONTRACTOR. 3. DUCTILE IRON PIPE (D.I.P.), IF REQUIRED, SHALL CONFORM TO ANSI/AWWA OF COVER. A21.51/C151, CLASS 50 (MIN.) PIPE FOR ALL SIZES. ALL POP AND SPRAYS SHALL BE INSTALLED USING AN 18 PVC 15. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT DRAWING ON A REPRODUCIBLE 4. CORPORATION STOPS SHALL BE 1 1/2" BRASS, EQUIPPED WITH NNE TION.ROTO FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. FL MEDIUM (SEPIA OR MYLAR) SHOWING THE LOCATION OF ALL LANDSCAPE MATERIAL PRIOR TO FINAL ACCEPTANCE. CONNECTIONS COMPATIBLE WITH SERVICE PIPE AND THREADED IN ACCORDANCE 18. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT WITH SPECIFICATIONS IN AWWA C800. CURB STOPS SHALL BE SIZED TO MATCH THE METER SIZE AND CONFORM WITH AWWA C800 AND AWWA C901. FOGGING. 19. ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH 5. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH AWWA C800 AND AWWA C901, WITH COMPATIBLE PIPE CONNECTIONS. ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. 6. SERVICE SADDLES SHALL BE USED FOR ALL SERVICE LINE TAPS. SERVICE ■ ■ 20. ALL IRRIGATION SLEEVES SHALL BE 4" IN DIAMETER AND INSTALLED BY ■ ■ SADDLES SHALL BE DOUBLE STRAP, ANCHORED BY A MINIMUM FOUR (4) BOLT GENERAL CONTRACTOR AT TIME OF UTILITY CONSTRUCTION. PAT TERN ON A DUCTILE IRON SADDLE BODY. FOR PVC PIPE, DOUBLE STRAPS EROSION CONTROL NOTES 21. ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING UTILITY C O N TACTS SHALL BE CORROSION. RESISTANT ALLOY STEEL, SIZED EXACTLY TO THE PIPE OUTSIDE DIAMETER. SEALING GASKETS SHALL BE BUNA-N RUBBER. SNAP-TITE CONNECTORS AND SEALANT. 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATION, SUBJECT TO 22. ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF WATER/ CITY OF SANFORD UTILITY DEPARTMENT C. MATERIALS (SEWER) AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONAL CHANGES. 12" FROM ANY SIDEWALKS OR ROAD. SEWER 300 PARK AVENUE, CITY HALL 1. ALL. GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR 23. ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A A L MO1 CONTACT: PAUL MOORE, DIRECTOR OF UTILITIES CONTACT: POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS. AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE JUNCTION BOX AT THE EQUIPMENT LOCATION BY OTHERS. PH: (407) 330-5640 FAX: (407) 330-5646 APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF 2. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BY THE SITE, 24, ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL STORM CITY OF SANFORD TRAFFIC ENGINEERING DEPARTMENT THE PIPE MANUFACTURER OR PRIOR -APPROVED EQUAL. ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. DRAINAGE 300 PARK AVENUE, CITY HALL 3. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR. OTHER DEBRIS FROM SANFORD, FL 32771 3. BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY 25. THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A CONTACT: DAVID RICHARDSON OR CHRISTOPHER SMITH BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. LINE. REPRODUCIBLE PAPER SEPIA OR MYLAR) SHOWING ALL IRRIGATION ( PH: (407) 330-5674 FAX:. (407) 330-5666 INSTALLATIONS. A MYIAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED 4, CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL STORM ST. JOHNS RIVER WATER MANAGEMENT DISTRICT INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR VALVES AND MAINLINES BY SHOWING EXACT MEASUREMENTS FROM HARD DRAINAGE 975 KELLER ROAD ADJACENT TO SITE. SURFACES OR STRUCTURES. ALTAMOhTE SPRINGS, FL 32714-1618 5. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE CONTACT: ROD PAKZADIAN OR PAT MAGNO PH: (407) 659-4800 FAX: (407) 897-4354 WATERED TO PREVENT WIND EROSION. 6. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION ELECTRIC FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY 2400 CAMP ROAD EXEMPTED BY THE PLANS, THE COST FOR SUCH RESTORATION SHALL BE OVIEDO, FL 32765 INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL CONTACT: STAN "THE" MANN OR BILL PEARCE BE ALLOWED. PH: (407) 977-6530 EXT. 113 FAX: (407) 977-6535 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY TELEPHONE FLORIDA POWER AND LIGHT DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO 2626 WEST STATE ROAD 46 CONSTRUCTION. SANFORD, FL 32771 CONTACT: CHARLIE JOHNSON 8. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION PH: (407) 328-1922 FAX: (407) 328-1910 BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. ■ ■ ■ ■ 9. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY IRRIGATION LEGEND DISINFECTING . NOTES FOLLOWING COMPLETION OF CONSTRUCTION. CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN. 4" PVC SLEEVE PIPE CROSSOVER 2 VALVE ZONE NO. VALVE GPM 28.8 1" VALVE SIZE -�- BACKFLOW PREVENTER ¢- IRRIGATION METER �C CONTROLLER LOCATION ❑R RAIN SENSOR LOCATION F1 ZONE NUMBER HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF AWWA C600 OR M23 AS APPLICABLE DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651 DISINFECTING WATER MAINS. SATISFACTORY BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE ACTIVE EXISTING MAIN FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, AND TESTING OF THE NEW MAIN, AS SPECIFIED IN AWWA C651-92. ■ 1 ■ GENERAL NOTES SITE DATA INTERPLAN 1. SITE LOCATION: 4477 W. 1ST STREET SANFORD, FL 3 SITE AREA 49636 SF 1.14 AC ARCHITECTURE 2. THIS SITE LIES IN FLOOD ZON X, F.LR.M, PANEL 1221C0040E, DATED PAVEMENT/SIDEWALKS 33,320 SF 67 IMPERVIOUS 73 % ENGINEERING 4-17-1995. BUILDING 302@ SF 6 � INTERIOR DESIGN . OPEN SPACE (GREEN) 13296 SF 27 % PROJECT MANAGEMENT ; 3. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY ACCURIGHT SURVEYS OF ORLANDO, INC. 2012 E. ROBINSON ST., ORLANDO, FL 32803. ZONING PD AA 004320 4. BENCHMARK - REFER TO TOPOGRAPHIC SURVEY BY ACCURIGHT SURVEYS, BUILDING HEIGHT MAX. ALLOWED PROPOSED CA 8660 DATED 6-17-2002. 50 FT 25 FT (1 STORY) 5. LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR, AND IS 22 FT (CANOPY) INCLUDED FOR PERMITTING AND APPROVAL PURPOSES, AND AS A COURTESY FOR THE CONTRACTOR. INTERPLAN LLC. ASSUMES NO LIABILITY FOR ITS ACCURACY BUILDING SETBACKS 'REQUIRED PROVIDED EE ROAD; FIRST FLOOR OR COMPLETENESS. RLANDO, FLORIDA 32810 NORTH FRONT (NORTH) 25 FT 89 FT PH 407,645.6008 ' 6. THE LOCATIONS OF EXIST!i4% UTILITIES, SUCH AS WATER MAINS, SEWERS, SIDE EAST) SIDE WEST) 0 FT 263 FT 25 FT 68 FT FX 407.629.9124 GAS LINES, ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE SIDE SOUTH) 20 FT 81 FT INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND LANDSCAPE BUFFER S -- COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL FRONT (NORTH) 15 FT 15 FT UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SIDE EAST) 0 FT 0 FT TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. SIDE WEST) 5 FT 17 FTCD . SIDE UTH 0 FT 0 FT 7. SITE GEOTECHNICAL INVESTIGATION PERFORMED BY GILES ENGINEERING. INTERPLAN LLC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY PARKING REQUIRED 3 AND COMPLETENESS OF THEIR WORK. THE CONTRACTOR SHALL OBTAIN A COPY (3,020SF/200) = 15.1 16 SPACES OF THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS SITE AND COMPLY WITH PARKIN VIDED RECOMMENDATIONS CONTAINED THEREIN. IF ADDITIONAL SERVICES ARE REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE OWNER. REGULAR 37 KENNETH M. McCOIG P.E. HANDICAP 2 8. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES (SILT TOTAL 39 FL REG, # 29163 FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND EACH ■ ■ STORM INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION CONSULTANT: CONTROL DEVICES DURING CONSTRUCTION, ALL IN CONFORMANCE WITH CURRENT LEGENDS LOCAL, COUNTY AND STATE CRITERIA. 9. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, PROPOSED DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES, LATERALS, CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN - UNLESS OTHERWISE CONTOUR 73.50 LOCATED BY DIMENSIONS - REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING MEET EXISTING GRADE MEG ANY REQUISITE COORDINATIO/N WITH THE RESPECTIVE GOVERNING AGENCY/UTILITY PROVIDER. EDGE OF PAVEMENT EOP SIDEWALK SW 10. THE SITE SHALL BE CLEARED AS MAY BE NOTED ON PLAN, OF ALL OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS, HIGH POINT HP FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND ACCUMULATION OF RUBBISH OF WHATEVER NATURE. THIS MATERIAL SHALL BE TOP ELEVATION 12.55 SATISFACTORILY DISPOSED OF OFF -SITE. BOTTOM ELEVATION ZI2.05 REVISIONS: 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN LLC. OF ANY DIRECTION OF FLOW AND NO. DATE REMARKS DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF PERCENT SLOPE CONSTRUCTION. 3 01-23-03 CITY COMMENTS STORM SEWER & INLET 4 01-23-03 COUNTY COMMENTS 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING 3 03-24-03 CITY COMMENTS RIGHT OF WAY WITH SEMINOLE COUNTY AND THE FLORIDA DEPARTMENT OF DOWN SPOUT DRAINS OSO TRANSPORTATION. SANITARY SEWER &MANHOLE $S-{}-- 13. SCS SOILS: MAYAKKA EAUGALLIE FINE SANDS. CLEANOUT0 C.O. 14, STORM WATER MANAGEMENT IS PROVIDED BY MASTER SYSTEM. WATER SERVICE W 15. THE CONTRACTOR SHALL RESTORE OFF -SITE AREAS TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF FIRE HYDRANT CONSTRUCTION. WATER METER ---L}--- i 16. ALL DISTURBED AREAS SHALL BE SODDED. ■ ■ BACKFLOW PREVENTION DEVICE 17. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE iwillillillillil CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE GATE VALVE - ,��--- ilixm CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: REDUCER o. SURVEYED "A S-BU[LTS" OF ALL UTILITIES AND STORMWATER SYSTEMS, b. COMPACTION AND DENSITY TEST REPORTS, AND UNDERGROUND TELEPHONE UGT c. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS UNDERGROUND ELECTRIC UGE REQUIRED, FOR WATER DISTRIBUTION AND/OR WASTEWATER COLLECTION/TRANSMISSION SYSTEMS. SITE LIGHTING 18. ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION. O PARKING SPACE TOTALS 19. PARKING STALLS SHALL CONFORM WITH LOCAL CODE. ACCESSIBLE PARKING 2 DETAIL NUMBER SPACES AND ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA REQUIREMENTS. C 4 SHEET NUMBER 20. HANDICAP PAVEMENT MARKINGS AND SLGNAGE SHALL CONFORM WITH ADA 6-3 ZONING REQUIREMENTS AND LOCAL ORDINANCE. 21. LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC VACANT CURRENT LAND USE CONTROL DEVICES. 22. ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB. AM SO UT H 23. ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE. SEE A ARCHITECTURAL PLANS. H NK 24. ALL CURB RETURN RADII ARE 5' UNLESS NOTED. 25.FL-C.D 25. BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR TO 4477 W.ISTSTREET NORTH PROPERTY LINE. SANFORD, FL 26. APPLICANT WILL CONTRACT WITH PRIVATE COMPANY FOR DAILY TRASH ■ X. COLLECTION/SHREDDING OF BAGGED TRASH STORED IN WORKROOM III AS NEEDED. COPYRIGHT © 2002 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE COUNTY # 1 APPROVAL STAMP PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE DPROHIBITED. PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 SEMINOLE COUNTY APPROVED FOR CONSTRUCTION THIS APPROVAL 1S SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. orwiNni F rni INN nFVFl nPUFNT RFVIFW IIFPARTMFNT - : COUNTY # 1 APPROVAL_ STAMP SITE DATA 3 INTER�'LAN Q 0 TRAFFIC CONTROL AND SIGNAGE IT AREA 49636 SF 1.14 AC O * HANDICAP PARKING AND STRIPING WHITE THERMOPLASTIC A NCHNECTURE I PAVEMENT/SIDEWALKS 33,320 SF 67 1 C4 ENGINEERING."., IMPERVIOUS BUILDING 3020 SF 6 % 73 7. PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 OPEN SPACE (GREEN) 13296 SF 27 % 2 HANDICAP SIGN (2 PLACES) C4 P INTERIOR DESIGN 3 PROJECT MANAGEMENT SEMINOLE COUNTY ZONING PD O PAVEMENT MARKINGS C4 (TYP.) 6 APPROVED FOR CONSTRUCTION THIS APPROVAL 1S SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY O ** CROSSWALK STRIPING FDOT INDEX 17346) AA 004320 LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF BUILDING HEIGHT MAX. ALLOWED PROPOSED CA 8660 , I COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER 50 FT 25 FT (1 STORY 4" WHITE (PAINT) 3 TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH 22 FT (CANOPY 6 RESULTS IN A FAILURE TO MEET. APPLICABLE CODE REQUIREMENTS. 6 24 WHITE STOP BAR WHITE THERMOPLASTIC ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A REQUIRED PROVIDED , WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF BUILDING SETBACKS 933 LEE ROAD, FIRST FLOOR RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS 7 30" "STOP" SIGN (R1-1) ORLANDO, FLORIDA 32810 VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. FRONT (NORTH) 25 FT 89 FT PH 407.645.5008 APPROVED. SIDE EAST) 0 FT 263 FT O "DO NOT ENTER" SIGN (R571) FX407,629.9124 SIDE WEST) 25 FT 68 FT SIDE SOUTH) 20 FT 81 FT O 24 WHITE THERMOPLASTIC STOP BAR (PER SEMINOLE COUNTY A-117) Neft SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT LANDSCAPE BUFFER $ FRONT (NORTH) 15 FT 15 FT 10 RIGHT TURN ONLY" (XR3-5R).y^ DATE SIDE EAST) 0 FT 0 FT i1 24LF 4" DOUBLE YELLOW THERMOPLASTIC LINE PER SEMINOLE COUNTY { SIDE WEST) 5 FT 17 FT (,' SIDE SOUTH) 0 FT 0 FT 4 PARKING REQUIRED 12 6" DOUBLE YELLOW THERMOPLASTIC CENTERLINE STRIPING. (3,020SF/200) = 15.1 16 SPACES 13 6" WHITE EDGE STRIPE PAINT PARKING PROVIDED O (PAINT) REGULAR 37 14 18" WHITE EDGE STRIP PER F.D.O,T. INDEX 301. KENNETH M. McCOIG P E. HANDICAP 2 TOTAL 39 15 FL REG.. # 29163 ■ ■ ■ ■ 15 ASPHALT PAVEMENT RINEHART C4 HA 0 E o ECTION CONSULTANT: ** ACCESSIBLE ROUTE, SHALL NOT EXCEED 5.0% SLOPE; 2% CROSS SLOPE ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. � - \, �� SITE NOTES I I ! 4 �❑1 HANDICAP RAMP C4 ❑ WHEEL STOP (14 PLACES) ' C4 A3{ { j PD I c: `_t ] REVISIONS: t I C4 NO. DATE REMARKS VACANT ! tip -,.� ❑3 6" CURB 3 01-23-03 CITY COMMENTS I , ! 3 + + ! i ❑ * MONOLITHIC CURB IOEWALK C4 01-23-03 COUNTY COMMENTS ti 4 NOLITH CU AND S 4 i ❑ rl ,, j ; _.. _... - - -- - -- --- _ --- - - - - --1"' t f :..____=-r P * CONCRETE WALK �l -�'�� 5 ETE K 9 t ! I - ( C4 r 0; 0, ,! I + _ t a _.. is-:14. O_ r �.f ::. _ -= 4 I i r, T - - .._ � ;', HALT PAVEMENT NINE ,C•- 5 11 I ❑6 ASP 10 R HART ROADEll 15 t I �~ ) C4 C4 - - 0 BOLLARD 1 1 10' S ❑ i 4 ti 11 k L In 3 , - - _ ' ~r + �'' { i 8 CONCRETE PAVEMENT (SEE ARCHITECTURAL PLANS) ❑ UR2 I t�7 �- ❑ ■ ; ; ' 8 7 Ir' �� I ' `� a "AMSOUTH" MONUMENT SIGN y i I i i 6 3 , fir, iy10 J 9All jj 10 Q , 3 ! 10 DRAINAGE STRUCTURE (SEE SHEET C3) r o LEGEND. I i IRE'HYDRANT 3 ( 8 I 6 Y' DEVELOPER I m ! ± 11 HCP CORNER RAMP 21 1 a F12 12' WIDE CROSS SEMINOLE TRAIL. CONTRACTOR TO ADJUST LOCATION OF TRAIL AS NEED THROUGH OR AROUND TRAFFIC SIGNAL BOXES AND POLES PAVED ACCESS DRIVE, TAPER AND DECEL LANE NEAR CORNER OF RINEHART AND S.R.46. CONSTRUCTION SHALL CONFORM TO STANDARDS SPECIFIED BY THE SEMINOLE COUNTY ENGINEERING DEPARTMENT. w { pQ i j s` �� 13 DRIVEWAY AND TURN LANE TO BE CONSTRUCTED BY DEVELOPER. V ' 6.5 I I 7 ! x ! ANSGUIH ,- ,.1 i i .. ry 20' 24 20, �.�. i 1 ] _ 57.18 24 1 3020 SF 1 4.5' 7; rs) 14 TURN LANE ASPHALT PAVEMENT 1 z c.� 5 ,-� I jI ! t I G I--�-+_' 1 \ - 1 _s. ' 1 I iC Cr (I) i t �-1 17 ,`� 15 DECEL LANE ASPHALT PAVEMENT q I �.,=, 17 C4 7 X — - x X x_ ❑ 4' SHOULDER 15 Ii J i I , •° a �� �� FK[ ap.. 17 C4® 5 ,k4��,AMSOUTH 25 TEMPORARY CONSTRUCTION EASEMENT{�,. BANKN 9 r 3 - ,t + ;, �= !, j { i 17 6' CHAIN LINK FENCE 9 ' t R20' 10' ! 9 2,0 i , . �, 4 1 ,,: �`�,- =>° f.; I I { s X 6 12' 12' R15'j j i� 1. ` I { j 12 25,FL-C.D O 5' �-` 70 0 6 A�, / �/ / R4 18 SIGHT DISTANCE 400' 0 50 MPH (45 + 5) 4417 W. 1ST STREET ! , + I� / / 24' AC ESQ ! �,f SMFORD, FL 'F,i . f 10' R44 4 7 '� / / ; / / / I / / 17 19 SIGHT LINES 1 • 1 + ` 30.4 0 . 4j COPYRIGHT ©2002 `� o q 5' SIDEWALK EASEMENT (1556.36SF = .039c)4 �,� `�I 5 �' i /, —1 INTERPLAN LLC RESERVES" RESTRICTING I$THE E DOCUMENTS . 44 TEMPORARY CONSTRUCTION EASEMENT 16 19 Lt L'L. , FM •,. a 9...»....,..."..�...,�� ---- -- --- - .. R35i � 1 i — =___t-----•—,—, PURPOSE FOR WHICH TFM TO THE ORIGINAL SITE HEY1NERE c; - t.£,�� PA FF1 -, FM FA-"-""�M ✓iFM FM F�� /� PREPARED. REPRODUCTIONS �., N • i i , CHANGES O R ASSIGNMENTS ARE ? PROHIBITED, 89,64 , 58.38 -' 13 ti �� 13 19 18 3 13 15 19 t 4 _... .. .__._._ _..---..ram__-._._ .__-.-- ---- -_--------�_.�_-__ __- :_---- ---_' .- --- :} _-- -_ _-_ __- V MOT FDOT._._ _ >� 18 �� _- -- - - - — -- --�- ---- - -- - 9 4 18 125 INDEX 623 50' .__.-..^_ _�.__. ._..___...._-_ .-_.. ___.__.._..� ar_sass...___..__—__..__-__-_____.,_..,_.._.____.._.--...cad.."_ _-.-._.___-L___ `.^.__'\may -+. v / • \ - AST 1- OA 120 - �- �\"` ' 1Ftj,,j! I R3' , CITY OF I SEMINOLE 14 14 3 MOT FDOT -- - - PROJECT O 2 PCD SANFORD COUNTY 0 _-. -_- __- _.___ _ -.... _.. _ ____ ___ _ �_3 ____. - - IN�Ex s23 - -- -- -_— _ _ _-- 3 NO WETLANDS ON AMSOUTH SITE. DATE: 11'11-020 , 0093 ECKERD DRUGS 3 4 REFER TO SHEET CO FOR GENERAL. NOTES, c 1 SPECIFICATIONS, AND LEGENDS, IN ADDITION TO `�1 SITE SPECIFIC NOTES AND REQUIREMENTS; SEEr PCD R15' 7 i ! FPL SUBSTATION , m a n R3' i St IN r ■ DATA INTE PLAN COUNTY # APPR L STAMP ) P 0DEMOLITION ARCHITECTURE ❑j SAWCUT AND REMOVE EXISTING CURB AS SHOWN.. ENGINEERING INTERIOR DESIGN '' s PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 PROJECT MANAGEMENT SEMINOLE COUNTY REMOVE EXISTING MES. i APPROVED FOR CONSTRUCTION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY AA OQ8660 LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF 1 REMOVE STORM PIPE. C/i BbbO COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. D SOIL TO BE REMOVED TO EXISTING DITCH BOTTOM. (SEE ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A � ( LEGEND) REGRADE SLOPES TO MATCH ADJACENT SLOPES. WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF 933 LEE'ROAD, FIRST FLOOR, RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS RLANDO, FLORIDA 32$IQ, VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. 5 REMOVE EXISTING SIDEWALK. PH 407.645.500$ APPROVED. FX 407.629.9.124 SAWCUT 288 LF OF PAVEMENT TO CREATE A GOOD EDGE f 6 BETWEEN EXISTING ROADWAY AND PROPOSED DRIVEWAY, SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT TAPERS AND DECELERATION LANE. Si�k� DATE REMOVE ASPHALT & BASE MATERIALS PER DEMOLITION NOTES, o SHEET CO # 3. a8 SAWCUT 170 LF OF PAVEMENT TO CREATE A GOOD EDGE I BETWEEN EXISTING ROADEWAY AND PROPOSED TURN LANE. 99 SAWCUT AND RMOVE CURB TO LIMITS SHOWN. 10 EROSION CONTROL Z KENNETH M. McCOIG P.E. C4 FL REG. # 29163 ■ CONSULTANT: '1 j El41 LEGEND TREES TO REMAIN. TREES TO BE REMOVED. PAVEMENT TO BE REMOVED. REVISIONS: 3 Al lb L LJ — NO. DATE REMARKS ,•, 1 4- i SOIL TO BE REMOVED. 3 01-23-03 COUNTY COMMENTS 4 01-23-03 COUNTY COMMENTS f i 5 r ( i F. 9 o _ " '-r , r e-- I , it I jr i• ! L '� r \ �" ! j �,!• t -- T_, ,..., .. r �} T !f +r✓l; i ; r .' (J. J IYJ, I _' ly <I, tu Q I.<• }. ' - _t_ ( I c3, _ I 1 0 1 r f. • 1 `., t.'- i Ql Al LI Tj Lu \J I v • rr�. s: i:'' iY ,.�•, _ jr.. ' i - ' t l J t:. - j_ 1. t IN N / '1:. F _S}I!o %D � ) J `Iv 1 i J ~ :.' p 7t' }- 4•_ J fi-I Sv; I 1 i,l . "y ,; -.J (• t `i .f. y,l O - I,J ,T I.(1i \ i � '1' { �.i- •-., '1• IJ_ l; 'j � - , . .r_- i Z ; i. I ✓1 /, {-,. '`a; s 'I' ti. " C , ..1 - Cy •1 • 1 .I r,•1_. I I _ I { 1 � :i ';, .j�,.- �`' � .!�•, !LI_ '\', bi! ,r. RJR (��'`f � 111 � +I ' i �tf�r ! (� �� iI ! !;, L + t ( �_! v ! ii �5: I j O1_ 'f" /«) c`s✓ �q j f t�`9) ( _ 1`r -r I.i1 ,: N {.!_1 'f� 1 o , - . - .{ N, AMSOUTH a if ';. ^ F #'- !?rr> j i(r1 i.J I 0 , �t ✓ik a,. 7M. ~rBANK I I I I 1 i _I' r#' •i{- pp' ,li•- (_ ,'%1 N cp C t/l 1( ,r 1r .' 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I 1 z- `1 q / 1G r �i .J•. �t _ _ — — — — — —' �! TO THE ORIGINAL SITE OR ` - — — — — fhJ'✓ �?. FIA FNI FtA fiP ,,t FIA -- -- �_ phi 1 % ! _ _ __ — . _.._ \ - _ \ - - - s�----r.� — 4q PURPOSE FOR M CH THEY WERE r 2 2 r; TOP OF BANK ;r; r;/ `�' _.�...w �,. �. .a.,...:�. ..- --.- - —�— — 1 PREPARED. REPRODUCTIONS, 4 J w� — ,,. jV41 ` ► _______,__ Fna Fti FIA ? CHANGES OR ASSIGNMENTS ARE F F FFA \ / 7A3 2 -� 1'/%r���— ---------------------- --- PROHIBITED. . i _._ - ---------------------------------- ---------- --.. { M I Elp ,I BlYVEHART i, { f ii�T`jr '„!Y (ll�eP•; � , c.3 y 's}� �} 9 ( I , 7. _,r I- r r rx, (, /' , _ �. PROJECT NO: 2002,OQ93 ^.a 1 '�if-i. 7 �i r I �f , 4$ E�P 8 f 1 ' 9 • _. -- -- -- __ -- - - - - DATE: 11-11-02 ` Ak- SITE DEMOLITION PLAN 11I = 301 NORTH ■ ■ ■ ■ MODIFIED:02/28/03 10:46:25 J:\A-4\AMSOUTH\2002.0093\02093CII,DWG 1"=30' WKIE 1 ' T • PLOTTED: 03/21/03 10:08:09 J:\A-J\AMSOUTH\2002.0093\02093C1 LDWO 1 30' JEFJEN !NC. "x O\.:� !; �" ' \ �Ci ao ------ lb ow Fw",d .~pxwkm Lc V) cr— ------ J Q) H ca of :D LIJ CL- :D 3r: Lu Q = =t 13 6 7 W-- w w w - 'xa H Cf) OW i C%4 J -3420 SIF Lj toll Q) 7 7 2 T-t f= A, mm. ss— 0 -0 .2, 4 it 3 5 2/ A �j H! oitlir- 2 V ---- - - 'SET F 15 3 14 GF053 MIE'0ViN CONNECT TO EXISTING SANITARY SEWER STUBOUT 0 INV. 26.10( 19 PROPERTY APPRAISER ID NUMBER 28t=t19-3 AND GRADE PROJECT MANAGEMENTt.-�', CONTRACTOR SHALL FIELD VERIFY MATERIALS, LINE EGIN- SEMINOLE COUNTY BEFORE CONSTRUCTION B APPROVED FOR CONSTRUCTION AA QQ4�21D., 6" PVC 0 1.0% P 37 LF (Ty CA 86 0 THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY CD C5 OF BOARD OF LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER DROP C.O. TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH CD INV. IN= 28.55 RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. INV. OUT= 26.47 ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A LEE ROAD, FIRST FLOOR;.�' WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS 45 LF 6" PVC 1.0% DO, FLORIDA 32810 VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. CD PH 407-1645-50Q8" FX 407,629 .,? 1 �4 (�D EXTEND 4" SANITARY SEWER STUBOUT FROM BUILDING AS SHOWN APPROVED. CONNECT 6" PVC 0 INV. 29.00 SEAL: SEMINOLE COUNTY DEVELG`)MENT REVIEW DEPARTMENT WATER DATE O 265 LF I- PE (TYP.) O(DOMESTIC) 3/4" VALVE, 3/4" METER AND 3/4" DOUBLE CHECK VALVE BACKFLOW PREVENTOR. O(IRRIGATION) 3/4" VALVE, 3/4" METER AND 3/4" RPZ BACKFLOW PREVENTOR. KIENNETH M. McCOIG p"Ei'. FL REG. # 291613■ t, APPROXIMATE LOCATION OF EXISTING 2" WATER SERVICE LINE. ■ ■ LINE CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF SERVICE CONSULTANT: PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICT EXISTS. 0 PHONE CONTRACTOR SHALL COORDINATE CONDUIT SIZE, CONNECTION POINT OVr I CD AND SERVICE SIZE WITH 'TELEPHONE SERVICE PROVIDER PRIOR TO CONSTRUCTION tj ELECTRI CONTRACTOR SHALL COORDINATE CONNECTION POINT, SERVICE SIZE IV OD AND TRANSFORMER LOCATION WITH ELECTRIC SERVICE PROVIDER PRIOR TO CONSTRUCTION. EXISTING SANITARY SEWER FORCE MAIN REVISIONS: CD NO. DATE REMARKS A3 FIRE HYDRANT BY DEVELOPER. A 3 01-23-03 CITY .COMMENTS 4 01-23-03 COUNTY COMMENTS 14 IF FIBER OPTIC CABLE BOX IS IN TURN LANE PAVEMENT p► aONTRACTOR SHALL COORDINATE RELOCATION OF FIBER OPTIC ABLE/BOX WITH TELEPHONE SERVICE. > cw� XISfING STREET LIGHT T Q cl CITY RECLAIMED WATER SYSTEM IS NOT AVAILABLE FOR THIS SITE. �j "OL I.j -j AMSOUTH -.i ��l x- BANK,. x x x x x x x x 4x tv I 2 FL-q.D X u /c] 4471 W. 1ST STREET SANFORD, FL 7144 �4z/� �/ t. z /X�/, / /, Z1.2 Z/ Z/ z- zz / x COPYRIGHT @ 2002 4 A INTERPLAN LLC RESERVES 0ric 14 RIGHTS COPYRIGHT & OTHER RIG 7 RESTRICTING THESE DOCUMENTS..: -71WI17 ORIGINAL SITE 01 TO THE ORIG 4A D� wn WK01 �m' PURPOSE FOR WHICH THEY WERE 1rFFPA Fki FM PREPARED. REPRODUCTION F GNMENTS, ARE FM FH CHANGES OR ASSI F M rFm FM D. Zz- t/ z PROHIBITE \N > D� 1V F RINEHART 1") , 4 (14 1 P /w) PROJECT NO: 2QO2.0093,, �w z DATE: 11-11-02 40 j1w 10 190 Nofkm CHECKEb- 0u SITE UTILITY FLAN ■E J\,AMSOUTH\2002.9093\02093C2.DWG DANKII MODIFIED: 03/05/03 09:43:25 J:\A- 10:002 EN J:\A-J\AM�OUTH\2002.009�\02093C�.QWG 1 '=30' JFFJ ■03/21/03 ■ a PLOTIED. - - . . - . - .. . - - -- .. . ... -- - - . . _ ■ . ,. k , „ ■. I � , ,_ ,", , , , . . I , I I - .- . - t. ... .1 1. I. I , 0 %1, �ij,,`:'�,�� . p I 1. . .. I.. I, , . :, 1, I I . . _11 ■ D iN I . - I � ., I_ , E A , i .: . I -° ,.>: ■41 i CAN CABLE N k , 1.Ef ENI2 CAN: CABLE TV FOC FIBER OPTIC CABLE 28 8 ABLE GE, UNDERGROUND ELECTRICAL 1 INLET t ARCHITECTURE rs FOCI FIBER OPTIC C EOP T.F. 5 3 UGE. UNDERGROUND ELECTRICAL UGT. uNDERCRouNp TELEPHONE R 1^' REMOVE MES AND CONNECT 0 ELEV. 25.67 C4 nP ENGINEERING UGT. UNDERGROUND TELEPHONE E O P\ 0 r Y \O 4V T. - 24.67 BO _ - - - - PR N OJECT MA I.AGEME N LL INTERIOR DESIG EOP -- - T - -- '� 4,; SHOULDER - _l __ I_ _ - �2 6.8 LF 14 x 23 RCP ©0.15% 3 3 __- --_ _ -- 32 __ _ - _------r_______.____- _;_ _ -- •,-------_ �- - --- _ _ -----_ -� _ _ �!r 1 I I 1 31`29t C5 r j PROPOSED 4I SHOULDER i I . EXISTING 12 I -- EXISTING 12. I PAVEMENT TURN LANE , , PROPOSED L_. - _- {. - - cCEss DRIVE INLET 2 AA O, I ___.--.-_-_-_.-_._ _ _..._ PAVEMENT _--_,---- -__- ___.-__- _ TARN LANE _._._. _ . � _ - 3 2-- , _._..-.,-- .._-._..-. I I T.F 28 60 CA 8b6p , ,� -1 - - 3� SLOPE '�L PE I r EXISTING SIDEWALK I ! SLOPE I I INV. - 25.77 , 31 __.______ _ I _.-----_---.--- I __.... - -i _ _...I . _ i 24 I_-.. --- --- ----r.._ - .J Z - PROPOSEDA6N ' \ /- SCE (MAX.) I - __._:__ \� SLOPE --- _ _ _ .___- _ t--- --- - -- -- - -1 - - _ �4 55 LF 18 RCP ®0.15! 933 LEE ROAD, FIRST FLQOR v _''- I 9 FORCE M 1 1 I------ -i-- -\--- f T� r DO, FLO -� { _ --..__ _ v_-_M �- --- �� -__r _' I.-___-_ EXISTING I EXISTING ( I �5 STORM. M.H. PH 407I645 50 8 . _ __j ---- -I---- --- - --- ---- \ __ -- -- - - - - ` ( OR 2 g I^ _- I \ k t 0.5 ucT. I I GROUND SIDEWALK 7 I _ .. - -- ' -- __ - - _.. _ T. F.INV. 2= 1 5.85 \ 9 FX 407.629 9124 I FOCI I 1 / 6" UGE. I 1 . , :�� - /! ( - 1.__-_ ' \_.' -- - - - ' - - _ _ -_ '- - 2 - ( S. INV• = 25.94 C4 __-.__ .. ___._. __ -- i - -- - Q - :- I _ -- --I _I_.. \ I I �; \' �0.5";UGT. = 7 $ 2 8 - - ( i EXISTING J 6' UGE. FOC I W. INV. 25.2 . �_--1_ I I _.T_.___ _.__..__- _____ _.._ _.___..------__._____.._.__.___ -_..____. __.L. _-- _._._, _ _- _- GROUND s; uGE. ( BOT = 24.27 1.'� I CAN I _ _. __--_-__.. _..._.. __�._._._-__..__. _ _____-_r_N� _._ _- ___.�._,_ _..__ ___. t__ .__.�.__..._. __._.__ __ ._.__ Q - - V - - I N T __ 1 2 U i CA I 0.5" uc . I r `, 2 7 UT5 UGT. ( o ` _ _. _ - - i � ( " 6 15LF1 RCP®015% ' (FORCE MAfN 6 UGE. . I i I ( ----- - -- - -- - - -_- ` 27---______._ _ ___ ____.. ._ �_ t ___-_ __.._._ _.___.___ I ----- -- - --- I i 0.5" UGT. ; INLET3 -_}..____- _.r.____ 7 2 6 { , I I I T.F. = 26.90 . I t I - --- - -j- -- I - --- - _ I I ----------.--.--.--- --' - --- - , _ ____ _.._ !NV 25.29 - .L.------- --.--___-- -.- _.__.._ 2 5 ---- -- - - -- -- - -- - _ BOT. = 24.29 � y ; CSECTION KENNETH M. McCOIG P.E. J . A -A A NTS F8 140 LF 18" RCP 0.3% i . . NTS FL REG. # 29163 I . SECTION B-Bi:,�,i'' 4 F9 CONSTRUCT NEW MES ON EXISTING PIPE AS SHOWN © INV.' = 27.48 e ■ ° CONSULTANT; ■ ■ ■ I I '] APPROVAL STAMPS 10 MES ze .- - COUNTY # I INV. 27.08 C� Q I , �i . If 11 109 LF 24" RCP 0 0.0% 1 STORM M.H. PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 t2 T.F. = 30.00± t E. INV. = 27.40 SEMINOLE COUNTY W. INV. = 27.40 p � I APPROVED FOR CONSTRUCTION BOT. = 27.40 ,,, - r' I� I j �'g �� I I �''I I it -,t', it !/j,\ J ,�t- , i:`, , a:. � j I I . I I I .1 11, I .1 . . I II I :�;i I I I � J THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY 6 11 ii I, !I I 1 , I Q z � I LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF ,, I ( { I { COUNTY COMMISSIONERS. iT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER INLET 4 j I ! I ?�. , I - - _ _ -_-- ___-. ___ _---_-- - _-_ . -_- ---- - i 1 TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH T.F. 30:50%13 a II I I ( - -_" `Y ;, I I p O RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. INV, = 27.38 1.' ;� i ! '� I I I Z I ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A BQT. = 26.38 I W � it I WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF ' 4 , I I 4 I Co U VALID FOR RESPONSIBILITY PERIOD OF ONOSYEARQFROMMTHES. THIS DATE BE OW.CIFIC APPROVAL IS 14 1 10 LF 15' RCP 0.3% REVISIONS: ' II +J { I I � I ? INLET #6 �fi ; t<2' o ( ( rlIII�------- x NO. DATE REMARKS 4 .01-23-03 COUNTY COMMENTS J � i ,Jd x l �. ps , t,, "? o - O i APPROVED. I ,� , `T• �> TF = 3rJ.60'o I os I •or V) m W 15 INLET 5 "1 ( 1; I I ?p ?? � x '�O2�t 5 IN'!. = 26�. i I! �, 14 -O, j T.F. 30.50 j I 4` F I h'J INV. _ >F.66 ,r� xJs'o SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT INV. 27.05 6 03-24-03 CITY COMMENTS I I I, I I r r �?� I30T = "15.4fi I i s� BOT. = 26.05 11 , ; ! ?0 9> xo INLET ,�•� ! I ;j.v, I i I tN'`/ - 27.P.N I ,± > I 1I i �I DATE 16 110 LF 15" RCP @ 0.3% , I 14T5-��� - v I,>% I 1 I I "A i.t5 3_ BOT = 26,00 _ e -- c ;,t I I ' -` - -- ---. - T 0 EXIS INLET 0 ELEV 39 � .7 ... , . f I ' , rr ' 17 CONNEC T TIN 26 I r11! O ; I 1 M -„�� _ ..._. - : 1.?_` 3 .75_i- i3.82 30.90 3 I I JOi�_f '-3 :� { t_.� tL, i �� 1 ,t i I ,. I 30.9D It; P �,-•r�„�• , _ _ _ >�-� 30.64 I r tg CONNECT TO 15" STUB -OUT ELEV. 26.51 ,u O I `J " _ ^+ t�ik+eawara M P 7 i I _ _r - I NLEf # 4 `;3 I ;,` + 1 r s d- . I , ` 4! 75 MEG 51.20 •3 , 25 _31.flf,- � .- i i TF - 30.50 -' '�' ` , j c`,, o LF 15 RC I I - -- __` j h ___ ci. - _ `; +iT i tg 3 P 0.31 c7 I { r I _.. .. _- - ---- -- ___-�- - ------ - -- `EG I I W INV. = 25.61 . f i� 7 �. I - - __._ M ti , ; 1+ ' t' y "' I : , 1 Q - C7 ' , >1.} E INV. 25,51 kI, a , r ' I I N I I r�lJ 31.36 �, . � ' n �'i - p` 1 N INV. 26.37 !f: _ ' � I � . .. r_p r _._ -- ___ ---.--,._. �... 4. i i •P,fp w-_l•-.. --- --< l �.. I✓r, 1 t`l ° a = 0. - �-• A { - ET �6 _ _ ___ __ _. _ _ _. _ - _-- _-- .� i # i .05.. 3.1.46 � 1 J s 3125 31.60 I r E ,I �r, o,- BOT = ?_4.51 > r �.} _ � - ° 20 INL ■ M H ip-�_ 4 o i It, S. INV. � 26.62 r "C`�I v I B EMI \ n q/,t C •a,, ,� I_� - ' 1 1 J 4 '/�• , / T, ) Ct i �i •!'1 C t t , .., `x; 4: i J - ■ \ M i" I cPy �1 i » s 19 i J t I -�� T 1 7 31.00 I (� } //7� e � ( _ r r a, N. INV. 66.72 W ' U " 1 �,� GRAB 6 I ,JY: K+, �' (jl + ? .. Z.'_ >_r, ...I_ ._I _ -.' E _ I __•� ( BOT. = 25.62 I i C _ 31,15 � - r , , I I r_7 Q, I � 1 1 I , , 31.25 BREAK - _ ' 30.95 I ; --I co I � c� o r- ,. , 2 t �' Z I N 1 7 INS/. 2 6.r30 - i,1 .,, 30,2 �, A; 125 LF 15 RCP ©0.3% .E__� ; lJ I 1 I I Im I 15" R:' li 11 30.75 w rr., ';' I I x') �_ - �F ;; Tk �� ,,; 22 INLET #7 j �^ Q I 24 I .... ST r k� j ,� '; t, [NL T 3 T.F. 30.50 1 1 I ` '• r I _ I ' 23 0 ( I -TF ..�0 . . INV. = 27.10 9 I ' �Pa ST ""r'...�+if I 25 �I� , hJ IPkl = 6.6fS T = 26.10 Q I J' ® sr sty x '-'�- ( I .8 c' m, . I I W IPk - 90 BO . a ,I I I I �,C 1 I I x A I �� 1 7 31.45 sI. 0�; �� I F INV, _ 5to 1 ;''I .I In 31.65 I ' ` 3 = r} 23 INLET #8 iL' I _ - r, -- -� I ._.- ,, -- - I - - - - 1 I ?� ' T.F. = 30.50 1 �a - `30.75 � _ .V I ` � -1 Sc d INV. = 27.38 , T I I *; 1 H 31.75 I 27 n (� Q_ I ti a a`�" � I BOT. = 26.38 v4 11= ! z GRADE �, � G �� 5 Ctf , �r y ,. o I + I. tl BREAK I nv I "' C>: a , 24 160 LF 15 RCP . 1 i i °�j. r I 1. 1.70 , ckjr, S, 3 I i if1 C7 �_ IN►_ET #2 � CL u� >t W I ' a�r� v I �. 1., (Di�' TF - 30,50 U? f =0 25 INLET #9 Z I i i i- zs 27 �Alll TH ( _c,--i _� { hJ INV. - 16.39 = z '2c� `�o`'vS _ i J r i ,� _ I BR 1311. 5r U ', , t• �., . 2 ,3 F.F, - 32.25 �� c :':3 !! E Ih1V. - 2629 w so s ` T.F: 30.50 �y_ ` Lt I r 9, I ,.:.. _rx(-,�\, r�'�,�?9 f30T - 25.29� y Lzil Y II �j �o �o S. INV. - 26.80I_r_. 1 ; 1 I. •k < ,>. � �Y 27n I I `? c� k'-� S K.O, IM/. - 26.a9m CL o � � "x Nr INV. 26.90 ,, Z I 0 32.15 ) = �� �`2a °s °u x i7o gyp �(o ; BOT. 25.80 I - li 1 Li.l I I f a �Ax ' '% C` ! 1' �" T<F`�`�x ?S>e F�1- r7 x X Q, X�Ur. .�T., a x `fir- -_ _`� �_�T x _ T N / \I.1�O�� I U I i p� 31.70 , ,, - o x I _ �. i .d� y +o 1,? �' "tom x n rr? x x f- ---'I� �-- + o j.t 1 , I ,, - . -1 i 1 ? x o X 26 HANDICAP ZONE MAX. SLOPE 2% ANY DIREC IO ,1.! , , { ; 3.4 22 1.30 � • . P ,r'• -.� ! -� i t'9 I k ?,� .�, �� �, 31:30 ? . ? �: ,�� ' �:: BAN K 3 . , „ ! ', I I gv ` I; "� • _ --�,. ,- .•,�.� --s ! �' �'} 7;,f .' - `� q� I , xo o > 1, ALL DOWN SPOUT/ROOF DRAINS MUST DAYLITE THRU CURB OR "` ' �AE� , ` s 27 1! '.,. v _-� 's' 1 1.14 31 54 19 i I ?v ? � ; ` z•,: ?9�' V_. `r 9;.<<?� t) � I I �R� " o`. o j r ;� , 1 i INV ?.5.6 ?�, 31.60 27 I ; , ? �' L ,• o �" 1 i, o �� `, I '`� 26 1 44 , 1, I { yr " �.. ,, � ? ; '` -1/ K7 �. ' , o r �o ,s I ;. „ CONNECT TO STORM INLET I i I I ='s " ° 4T 3t.25 11 c�>1 31:30 . ,q f,� ? s =, a aII? I r o C4 25.Fl-C.D II I ! F, ? y • '�y��+� �`i 31r5 - 20 tg =-- 'w " 7 J. ' ,�� �� }o= ?� SIDEWALK TRAIL TO MATCH EDGE OF PAVEMENT. MAX. LOGITUDINAL 4471 W, 1ST STREET% "'' 1 ! , . 7 , os » 30,85/IN l 5`3!l I 30.90 '� 3��7 "�'� �?y . " ?� o .`�'� I 31.15 1 7 ><xt ,,. vr- ,. a o I if ��21 1 t �, I 1. x v 3 ?� a x 2 �9 •� ! t 13 - iPIV = , .. ��3 s , r ,, r r 28 SLOPE OF 5% AND CROSS SLOPE (TOWARDS SWALE OF 2% SANFORD FL -, ! r'_' 3 . 5Lo �5 " ? t ® . r;' �l___ %-- -�- a-_JiNl'->N4:",rj� i £'� i 00 �,�=I 3 , s �, <11 , Ii o I I I.. 1.1 `--_'��Q�$7_ ST -�V_amm -iP`° ; 7 , -Ji. w ,�o %: - 6, x Q I �Jo 30,75 I ii ">10 o 1 � �o ■ 1 M ..y" "'. 6 ' . `' !` �' m 1 4 31.05 30.75 ? !t 1 1 17` - _4 " � 1 r� off` 0. o 'S x 15 14 o F, I I i ,r 11 j x �,.� ,, y . s �- - o -+ss' 8.5 COPYRIGHT © 2002 -- r, ,_ I _ _-_ _ L, s 2 I 18 d 30.95 mr I . y , I I I I: U - b x G- c c. - r -._._ i,f�* _r>s..�..-._ __ F' ----- : - , oL. Jf ' t FI I ",, GRA E _.1 .-__ -... 1.� .30.._--- ---- ----- --s> , . -�-_ : �__, .-�-_---;_--=--- -- _----21r46 -- �? oo y RVES I , I , i . -?� % - - ► ._� 29 1 s0 tix r r - r U. rE. ' � -ti-- A r :. '� + I. _. - - _ -- --- y-- - i- _ - <¢ri� - --_ p4,- ------ --- HE -_- T.40 g B, �x , =�6 IGHTS , _ .. ____. I + 1 - -., -- - 2 .5-_ has- - -- `J ��Ir _..._ 0 __ BREAK ., , 27.�30 27.30' x ,�_ 31.30 ?? •,� •o. S• ST �■ ST ST ., , 4 COPYR GHT & .OTHER R a. ,T �r It ' 1 =?9 I _5' t�%, �r .. ... x . _ , ,,: - n I_ -'S -' f)f-!!-- --- ------ __.-� 1N .B. - -- - . . _ . - ... - -- I + I r�- __. ' , �. ._. r _ r r' ( �'•..T 28 16 . S ALE C -; - , S'; s3 t3 - , ?,. i ,# 12 N01 E `1c30t35 ROAD ACCESS EASEA&PIT, ORU 2334, PG. S.B. 1 ii tr r Ate- �90 �ys0, , RESTRICTING THESE DOCUMENTS m.;y. , . t } I ��r,. 1 ! rn LJ - t0 K PURPOSE FOR WHICH THEY WERE �t :0 \I 28: __ - --- 10 EA _.- ■ - --- _ _:�__ :_: __`-fit -__---- =_ -=- __ __--__ :___ _ -___ _ - r NS P DUCTIO .. it } _...////_._ �: �a:.._ t _.• !!' �- 7 rz � • ' ` •, ' �j, ° - _- � °, G..+ �---._-_ _,.- __w ._ _ _ "87t_ � 32.48t PREPARED RE RO ' _.._... 30„� I � . -- .-, 9.--_-_-- -� ___ _. _.r r.-.- <:. r. ____ _. __ _--- _, 4_ __ __-.____ _._..._,__t.�___-,. ____. __-._ _-_----- __.__-_ ________._.._-_-_.___ > o 0r x f,, 32.65t i CHANGES OR ASSIGNMENTS ARE „ y ',4 _. __ - 2 2 0 . 32,26f : 1 i Q� 1 _.__ - - FM � rd R �. .q PROHIBITED .s 1T.n - - M - �_ ,;�. _ `,rt� �,2U Z C' �' 3/J, 035G `� 7.10 / 1 FM ^- F►A F!d --^ -- FM FM ^- FM FM - ,0.. 5 28 - -- , 9 .50.6, -,. .ta' s v. ti4- 29.3"' . x 1r ? , g SWALE v. /' = 27.30 �„ Gov I !, . _ K " 3L 'X ` 's 27.00 � S , -_--._.__ t 11 33.25 2c'..� f!a v _ _ _ _.... _ pp _{J - x - - -- -- _ ... _.. - --- --- -- - ,ram ? e �� 'P ,r_ ' ,_ r• . ' ). �, •,/ •-•.�. �._.. I 6 - ._!• ._`./' �,... .. •-_.._-._.., ,[_,__,x_ ,J-- _/.. fir, \ Y. _ •�" �� 5l 1 ci r r• , , , , r; t ? :- 4 '� i \ - -- -- - - _-_ 4 s, __ . __ _ t3 - <<� ,1_.._ .. S.B.-- _ _... _ _ y - - - 1 _._.----________... _ __.___. _...___- __._... _.__.__. __ _______ y r; 2g-z 29 60 �v JdES 29.90 _. �v• �,x> ...� �o ? - -_.. _ - . _.x .-_- ---.-- ---__ ------._._ --._ .-- - _- -- K- SE;A T.. , ' T - �Qy J ? , _-. :111 l z$ r, 5 , ,, �? >9� ._.� 2f INV. = 27.'i0 0 •� s? _•------- _____. ------ --- -- _--__ � __ _.__ --__ ------ ---- v - _ - __ - �r� f s�J I l 60 - �� �_, ;, 0 1� t RCF' 03% 105.81't or GRADE DITCH BOTTOM ®0.0%FROM MES INVERT NORTH 160't '�? `s? d I.----- _-___ .... _.-_ ,_. -----.--.. _ 33.52 x. o - .--- -' o , t�r ?,z7 7 ' r q - - - --- --- ----- - ---_-_-__- __ -_ _-------- -- - ° - - 33 B ) -'.. ...-_..-.. ..-.---•_-______-.. _-._.____ ------- _ - _ . _ _�" .-. - _____ -, _._._.-..- -_ _ ._---•--••- - _ MEG `�� - - -. - _ _. - _. __ -' - .. _ _ 0. �_- 1 /' D //f 2.28f 32.49t �� r, I-ro �- s: 3�.Q �? .S 57 S 3. b�,,�p . : 70 I 1 K_ R A I I I" - _. __.=___---_-------,___ - 3 78 ,,iz, 1?9 . I . I , I '11 jlI_l I ?/- ------- __ -_n_. _ .-_- ...,_ _.__ _ _ ... ,•r• _ It_ - 4-- -- _. .. .-. __. . x . \\ e'"9=x �,s (14O' R/W) ��� ..--.._.-_. -- - ------ ---..- __. -_ . _.._._..---:�r. - ` -. --_- ---.. �>;_ ._'--- --._ . _.-- _._... ,f_ -� . - ,• _ , o ,17 U .b ?o,�x •K , _ __� _..- ._ _ ___.__ __ ___._._.____.______--.--_.--..._-___.-.__-- _-____ ___.__ _._____ ___- I s, �.>b.e:.�, s „_., _.....�.-_.r ��...,. .� � __.ILI ,� 33 4 33 � PROJECT NO' 2002,0093 ,I 9 a �� MEG `�?© 'rr/ ��? ?� x� ?�� _' _. DATE: - o / v S _- - - -_- -- -- - -- . . -- -- - - - -- --- - --._ ..--- 1 2 W, _ ---- ENC J' ARK . 3 ' 11- 1 0 SITE B # s _ j �, �� rnP OF INLET I `fir . ---.. - . I ---_ _ �_ s�o ,;=: - ,-1o0 _=;;j<�,� ,?, s REFER TO SHEET C0 FOR GENERAL NOTES,: __ =-- _�' _ s-''.j ---- __.___-____ D LEGENDS IN ADDITION TO I - _ ---- ._=�_:. ,' _:.�:_n_ ----_ --- « � SPECIFICATIONS, AN r, n..__. -- -- -- ..C3l,',�: 4 I . `` 1`�'95,�' SITE -SPECIFIC NOTES AND REQUIREMENTS, SEE. , `� SHEETS C5, C6 AND C7 FOR CITY OF SANFORD , 1 NORTH ,, f DETAILS. CHECKED: t t'3 DING AND DRAINAGE PLAN 11 30t G MODIFIED: 03/20/03.15:36:03 J:\A-J\AMSOUTH\2002.0093\0209JC3.DWG i'=30' RENCAR ^ y . ■ . . ° . - _ --_ - - --- _ - -. _..- ._ - - .. PLOTTED 03/21/03..10;13:41 J:\A-J\AMSOUTH\2002.0093\02093C3,DWG 1"=30'. JEFJEN . . . . . I . . - - 2 0 . --- Fire D60. Final lnsp-.�:� Date` L�1`2i L Fire Lane pavement Striping and Signage Standards Buildings and sites which are required to include fire lanes shall comply with the following standards: I. PAVEMENT STRIPING: Fire lane pavement striping shall, be yellow and painted of thermoplastic or an equivalent substitute. The perimeter of the striping shall begin at the curb and extend to a width of eight (8) feet parallel to the curb. The perimeter lines and required striping within the perimeter shall be four (4) inches wide with a ten (10) inch space between stripes. The stripes shall not be painted over or under the painted words required below. 2. PAINTED LETTERS ON PAVEMENT: i The words "NO PARKING FIRE LANE" shall be painted within the perimeter of the fire lane striping. The stroke of each letter shall be four (4) inches wide and shall be painted in yellow thermoplastic or an uivalen :.�iibstitUfA Each repeated phrase shall be painted not more than one hundred (100) feet apart. 3. SIGNS: Fire lane signs shall be installed not more than one hundred (100) feet apart and shall contain the words "NO PARKING FIRE LANE". The background and lettering of signs shall have a higY rritensity reflective facing. 4. RELATTnNquTP nP DAWL7MMNTM T r+m-r- LVC:A'1'lUNS Pavement lettering and signs shall be staggered in location so that each are not -more than fifty (5.0) feet apart. 5. CURB PAINTING: All curb facing shall be -painted yellow for the entire length • N' P SEE DETAIL 3 THIS NOTESRAM- N ('_'(")('� /��J SHEET FOR SIGNAGE 1. ALL LETTERS ARE 1" SERIES "C" 12 OP��� I 1TL1`GI'�L/�'1! i .�j '. S 1.12 MAX. REQUIREMENTS' PER MUTCD, w 0� SN-0�� SLOPE ter; \RP .0 fife 2. TOP PORTION OF SIGN SHALL i�rh I� HAVE A REFLECTORIZED � �, F:. P\� �� FkW Irk �, ENGINEERING GRADE BLUE 2 - 6 2 -9 d- I FARCHITECTURE ( ) I . ENGINEERING - N BACKGROUND WITH WHITE �' � uu� F� S� "' , 0 \aG �l �' INTERIOR DESIGN 1 REFLECTORIZED LEGEND AND L T- I T_^r_ F m P Q�0\a ��\0 BORDER. m ( _, - - C F «� --�`: I\��, PoN �,� a 1 PROJECT MANAGEMENT 3. BOTTOM PORTION OF SIGN SHALL �v co HAVE A REFLECTORIZED PARKING BY N I -_, ....; :}_ ' i I 1150 0V 6 1 + I I I ..d.5 q 0 0 AA 4 CONC, WHEEL STOP ENGINEERING GRADE WHITE DISABLED r ! ,� ! � { 00 320 ( ) 1 I I } i ..�;,. ��Ql F� CA 8660 BACKGROUND WITH BLACK PERMIT co -� ` a OPAQUE LEGEND AND BORDER. ONLY N I _ -, 1 I -; ''+ rid t �l ll . 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED , :-- -! i, _,� ENGINEERING GRADE WHITE + ;- 101_ RI :r. a �,o ( ) 933 LEE ROAD FIRST FLOOR` BACKGROUND WITH BLACK OPAQUE O D25NO. 321 1 ' I WHITE ORLANDO, FLORIDA32810 LEGEND & BORDER. 12' 5' 12' CONTRACTOR SHALL VERIFY 1 t I I �� THERMOPLASTIC 12" 12"�� PH 407,645;5008 FINE AMOUNT & ORDINANCE NUMBER. (TYPICAL) �"- FX 407,629,9124 DIAGONAL HANDICAP 5. ONE(1) SIGN REQUIRED FOR EACH PARKING 3 ^ STRIPING PAVEMENT SYMBOL SPACE. T 1 \Qo ram' 4° '4" GEOMETRY AND LAYOUT SIMILAR TO FDOT INDEX 17346. �`'' I r a 8" WHITE SHALL BE WHITE 6. INSTALLED HEIGHT OF SIGN SHALL BE IN m t .11- � r �-1 a ACCORDANCE As TE 24" O.C. THERMOPLASTIC WITH SECTION 24-23 OF THE MANUAL ON BEVEL LIP J = NOTE: FINISHED GRADES OF UNIFORM TRAFFIC m CONTROL DEVICES MUTCD �'�, r ;; I r } } 1-; ; Sv0 PAVEMENT IN HC PARKING ( )• FIN, GRADE , s l QF, AND ACCESSIBILITY AISLE 7. SIGN MAY BE MOUNTED ON BUILDING/WALL - + 0 APPLIED STRIPS OR MAT TO BE APPLIED TO cp 3 ,tip l ri SHALL NOT EXCEED 1:50 AT PROPER HEIGHT, 1F ALIGNED WITHIN 12" ` 'rt,I {'�` r ' ! SURFACE OF RAMP PER FLORIDA ACCESSIBILITY SLOPE IN ANY DIRECTION. OF CENTER OF PARKING SPACE. CODE STANDARDS. 1.. 1 HANDICAP STRIPING NTS 2 HANDICAP SIGN NTS 3 PAVEMENT MARKINGS NTS 1 4 HANDICAP RAMP NTS 5 NOT USED NTS KENNETH M. McCOIG RE, GEOMETRY AND LAYOUT SIMILAR TO FDOT INDEX 17346 3000 PSI (MIN.) CONCRETE FL REG. # 29163 6" KEY TO TYPICAL PAVEMENT SECTIONS CONSULTANT: PLAN SYMBOL 4" CONC, WALK SIDEWALK w/6 x 6 W1.4 x W1.4 WWF 2" TYPE S-I ASPHALTIC CONCRETE - F.D.O.T, SECTION 331 8"N STD. STL. PIPE JOINT SEAL MIN. MARSHALL STABILITY OF 1500# FILL W/GONG. 7/8" DIA. HOLE o • �:.. SEE PLAN 5 (CONC. PVMT.) �2 BITUMINOUS PRIME COAT - F.D.O.T. SECTION 300 CROWN CONIC. �ti 0O 1/4" PER SLOPE 1/2"R TOOLED EDGES 0 PAINT 8" LIMEROCK BASE COURSE STABILIZED. TO FLORIDA BEARING o f- PAVEMENT f \ / VALUE (FBV) OF 75 PSI AND COMPACTED TO 98% OF THE FIN. A TOP 4" /. /� /\ - PAVEMENT MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T 180). I . GRADE OR 0 OF 00 ��� 1/2" EXP. JOINT `r . ' w 4Q 12" STABILIZED SUBBASE STABILIZED TO A MIN. L[MEROCK BEARING PAVEMENT, 4„ (CONC. PVMT. / �j , `� \����\•---� RATIO (LBR) OF 40 OR FLORIDA BEARING VALUE OF 50 PSI AND i =I -III II .I I I=I I=1 y , .. ° ° COMPACTED TO 98�. 1-III=I 4 Ii iI ° I=I I -I T �- GRASS AREA I = - j 8'• O1NT FILLER � • , . ' .. I - �coNc. PVMT.) I I -III I I I -I Q SIDEWALK III -I II. Ij"- -I�� 10"- STD. PIPE (GALV.) NOTES: I -III -III -III -I I I I -III -III -I I -III- 6" VERTICAL CURB 1. PROVIDE 2-#4 BARS CONT. /. �..\�.\�.: .\�: -� I I-� I-� I -III I-� I -I �-III-I R �) II. ' I) IF REVISIONS: 18"-3/4" STEEL N 2. COST OF BARS SHALL BE INCLUDED 6" 6" PARKING _ DRIVEWAY PARKING �, I) ° CONC. FOOTING NO, DATE REMARKS ROD 3. PROVIDE 2-#6 SMOOTH BARS W/ EXPANSION CAPS AT EACH Ii iI 3 01-23-03 CITY COMMENTS EXPANSION JOINT, 20'-0" O.C. MAX. SUBGRADE 4 01-23-03 COUNTY COMMENTS '1 4. CONTRACTION JOINTS - CONTRACTION JOINTS SHALL BE PLACED NOTE: It. II: 6 03-24-03 CITY COMMENTS AT EQUAL SPACES (10' MAX.) BETWEEN NORMAL EXPANSION EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE DRIVE 3/4" MIN.) MACHINE JOINTS. CONTRACTION JOINTS SHALL BE SAW CUT IN THE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT .- ��, ��� - �.�- BOLT (GALVANIZED) UPPER 12' O.C. MAXIMUM. o-L-a--1 8" LONG APPROX. { PLAN SYMBOL 1/3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMENT. EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL i /r 5. ENDS OF VERTICAL CURB SHALL TRANSITION FROM FULL TO , BE SET 1/8' BELOW TOP OF WALK. 7 6 5 I 1'-6" ZERO HEIGHTS IN 3. SCORE MARK (1" DEPTH) SHALL BE 4' (MAX.) O.C. t 2 3 4 N1�c DIA. - b WHEEL TOP Ts 7 b" VERTICAL CURB 8 MONOLITHIC CURB TYPICAL PAVEMENT S N C NTS AND SIDEWALK NTS 9 CONCRETE WALK NTS 10 SECTION NTS 11 BOLLARD NTS 3000 PSI. (MIN.) CONCRETE 3000 PSI (MIN.) CONCRETE 3000 PSI (MIN.) CONCRETE 3000 PSI (MIN.) CONCRETE 3'-4" 2'-4" SET COVERS FLUSH !N MANHOLE FRAME { 2" tt" ii" 2" PROVIDE MIN. OF 2" COVER KEY TO TYPICAL PAVEMENT SECTIONS PAVED AREAS. & COVER WITH y SILTING BASIN � �, 2' 2 1/2" OVER PIPE THRU CURB OR WALK "STORM" IMPRINTED POST o 1/2' EXPANSION JOINT PAVEMENT _ _ GEOTEXT[LE MATERIAL A j o o CONIC. WALK Ql 1" FC 1 F,D.O.T. SECTION 337 9R 2 1/4' 2'-0 2 1�4„ M o R SEE NOTE 1 EXISTING GROUND M s m� m SEE NOTE 2 1 o I a _ _ _ A2 1-1/4" TYPE S-I ASPHALTIC CONCRETE - F.D.O.T. SECTION 331 "' "' w MIN. MARSHALL STABILITY OF 1500 FRAMES BEDDED � # IN MORTAR 12" OF GEOTEXTILE WELDED - I =I °O STRAW BALES AS WIRE MESH _ 0 " EPDXY COAL TAR MATERIAL TO BE F Ii--i �I- - - - _ 10 LIMEROCK BASE COURSE STABILIZED TO FLORIDA BEARING REQ D. W/ 2'x2 " - n VALUE (FBV) OF 75 PSI AND COMPACTED TO 98% OF THE COATINGS o TIED INTO GRADE 2 2 -4" 4" PVC PIPE I I -I `� z MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T-180). PRE CAST WOOD STAKES PLAN ��u �� I=III w,6 ? REINFORCED TIlI-II 0 44 12" STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING CONCRETE SILT BARRIER FENCE 3 -4 F-- --i -- " RATIO (LBR) OF 40 OR FLORIDA BEARING VALUE OF 75 PSI AND GROUT AS NEEDED 4' RISER STRAW BALES 1 1 SECTION A -A COMPACTED TO 98%. FOR POSITIVE FLOW 5 3/4 r� 20" _I 5 3/4 1 1/2 TYPE C /2 { 10'R FINISHED GRADE 5„ MIN 1 TOP OF SUB -BASE PAVED AREAS CAST IRON GRATING I 2 40 _j STRAW BALES GRATE 2" APPROX. WEIGHT 235 LEIS 6x6x#IOx#10 E.W.W.M. Z � 6" MIN PINNED TO BERM 12" SILTING BASIN I SCORE MARK d e A 4 2"x2" WOOD STORM STRUCTURES ¢ 2"CL L EXISTING PAYMENT PROPOSED PAVEMENT 4' SHOULDER 24" -11 18" MIN. STAKES I a . ° INLET W/ STRAW BALES NOTE ° ° ° ° -'_' ° MONOLITHIC PRE ST EBASORCE�r 4• 5 EXISTING GROUND STRAW BALES SHALL BE #4 ® • ° ° ° .4 EXISTING 2" MIN. REMOVED PRIOR TO PLACEMENT co '. • 12" O.C. - -_-_-_ - -_- I 1=11-_ 9" BEDDING ROCK - OF ASPHALT PAVEMENT AND T=I (I=T-III-I III= III=I3.0% AMSOUTH PLACEMENT OF SODDING 3000 PS[ CONIC 0O1 I �= I ��. .. ,.. 6.9% N TE BERM W/ STRAW BALES_ SECTION A -A I I-i I- I I -I I -I I-III=I I NOTE SWALES AND OPEN SPACE. '6- I=_= II=III- III= Is'�� 1. IN UNPAVED AREAS TOP OF FRAME SHALL BE 2" ABOVE FINISHED GRADE ALL IN PAVEMENT STRUCTURES I I_ I I BA�1 K THE CONTRACTOR SHALL PROVIDE EROSION CONTROL PROTECTION -III=I IIp--� 2. ALL INPAVEMENT STRUCTURES MUST CONFORM TO H2O LOADING STANDARDS MUST CONFORM TO H2O LOADING ALONG THE PERIMETER OF THE LIMITS OF CONSTRUCTION AND/OR 2\ X 2 XI ANGLE A 1 3 AS DIRECTED BY THE CITY/COUNTY ENGINEER. STANDARDS. SEAT (2 SIDES) 4" PVC DRAIN PIPE THRU CONC. WALK OR CURB 4 2 4 25,FL-C.D W/#3 HOOK 0 8 O.C. 12 EROSION CONTROL NTS 13 TYPE "C" INLET NTS 14 ROOF DRAIN NTS 15 DECEL LANE PAVEMENT SECTION NITS 1 b STORM MAN HOLE a4»w,1STsTREET (REF: FDOT INDEX 232) SANFORD, FL BEVELED OR ROUND CORNERS KEY TO TYPICAL PAVEMENT SECTIONS FRAME & SOLID LID. NEENAH NO R-1974-A - - - - - - - - - - - - - - - COPYRIGHT © 2002 (ROUND) OR APPROVED EQUAL. WITH CLEAR SOD DIMENSIONS AND QUANTITIES INTERPLAN LLC RESERVES FRAME &SOLID LID. NEENAH NO R-1974-A � - I COPYRIGHT &OTHER RIGHTS: • OPENING EQUAL TO PIPE I.D. (ROUND) OR APPROVED EQUAL. WITH CLEAR TET D A a c E F c N DO BLE TR IAQ 1.5' R I I PIP PIPE PIPE RESTRICTING THESE DOCUMENTS i 1' FC-1-F.D.O.T. SECTION 337 J 44" MIN. OPENING EQUAL TO PIPE I.D. _ _ _ _ _ _ 1 1. 2 z.1a 4.10 2. 6 F-4 4.63 7.21 - 18• t.97 z.74 4.71 2.56 6 1.41 4.92 -7.75 ,0.58 TO THE ORIGINAL SITE OR FINISHED PAVEMENT TROWEL -FINISH - ' - - - TLd I 2a z.es ass 5s1 3.5s 7 1.73r 5.50 8.92 72.33 PURPOSE FOR WHICH THEY WERE �2 1-1/4" TYPE S-1 ASPHALTIC CONCRETE - F.D.O.T, SECTION 331 I - _ _ ��> I 30 215 a.9s 7.19 a.5s s z.ae 6.08 10.33 ta.sa TACTILE SURFACE MIN. MARSHALL STABILITY OF t 500#. WHERE REQUIRED FINISHED GRADE TROWEL -FINISH - - _ _ �� 36 2.z5 s.ea a.3s 5.56 9 2.24 6.67 11.75 1s.a3 PREPARED, REPRODUCTIONS FINISHED PAVEMENT i Q I 2:1 42 2.34 7.219.55 6.56 10 2.45 7.25 13.25 19.25' SLOPE 48 2.43 8.33 10.76 7.56 1� 2.65 .83 14.58 21.33 OQ; CHANGES OR ASSIGNMENTS ARE WHERE REQUIRED FINISHED GRADE I �'� 50 .62 to s6 '.1 6' 2.83 a T7-% 2 N- ����Q� PROHIBITED. 10" LIMEROCK BASE COURSE STABILIZED TO FLORIDA BEARING ��, } VALUE FBV OF 75 PSI AND COMPACTED TO 98% OF THE \�r/��/��' I SOD J I -66 - z.71 11.68 9 1 15 s.t8 9.58 t8.75r z7.9zr �• (FBV) / �� 72'- .80 12.80 , 5.60 , 1.56 16 3.30 10.16 20.16 -TO.16 MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T-180). /.'.'.'..'.'.'.'..'.'.'.'.'.'.'.' . :.. \�\i/\i`. � - - - - - - - - - - - - t 5 2. 7 4.09 6.36 4.03 8 1.22 4.63 7.21 9.79 44 12" STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING - SEWE CONIC. SLAB 3" OR 5-1/2" TH 19• 2.3s S.t2' 7,aa s.03 9' t.at a.9z 7.75 19.Sa 12" CONCRETE 45' BEND REINF. W/ WWF 6x6-WI.4xW1.4 PLAN 24 2.53 7.18 9.71 7.03 11 1.73 5.50 8.92 12.33 RATIO (LBR) OF 40 OR FLORIDA BEARING VALUE OF 75 PSI AND 6 30 z.7e 9.25 11.95 9.03 13 2.00 6.08 10.33 F4.58 COMPACTED TO 98%. COLLAR 6" THK. Z 4:1 36 2.87 11.31 14.1a 11.03 15 2.24 6.67 11.75 16.83 42 --3-.05 13.37 16.42 13.03 17 2-.4 -5 -7-.2 -5 13.25 19.25 W SLOPE 48 3.22 15.43 8.65 15.03 19 5 a. 8 2 . 3 54- z 12" CONCRETE ¢ 4: ' SOo A rr .5 9:a5 9:0 1n - COLLAR 6 THK. '`' t R 25 3.189.58 1a:75 27.9zr NOTE: CONSTRUCT RAMP TO LEAST POSSIBLE SLOPE. PROPOSED PAVEMENT EXISTING PAVMENT Lu 3" OR 5-1/ 2:I 27 3.39 te.t6 20.16 30.16- DEEPEN AROUND B CROSS SLOPE CAN NOT EXCEED 1:50. a OUTSIDE EDGE OF .�" CONNEC PROVIDE DETECTABLE WARNING IN CONFORMANCE PIPE FOR 5-1/2" o SADDLE WITH CURRENT ADA SPECIFICATIONS. SLABHDPE • TRUNCATED DOMES. 45' BEND -T SEWER NO PIPE JNT. PERMITTED • STAMPED CONCRETE PROJECT NO: 2002.0093 2.eZ� UNLESS APPROVED BY 2' OT LES - DATE: 11-11-02 THE ENGINEER THAN D 6 �1- E N, #4 BAR CONC. LINED POND BOTTOM 7 SEWER PAID FOR AS PIPE CULVERT -.,-_\ � _ L_ - y 1 2 3 -�- - - WYE 45' BEND F PIPE TO BE INCLUDED UNDER UNIT *SLOPE- 4:1 MITER - T0. < PIPE FOR PIPES 4 PRICE FOR MITERED END SECTION WYE � � 45' BEND 18 AND SMALLER 4 SECTION 2:1 FOR PIPES 24 AND LARGER # 2:1 MITER - TO < PIPE FOR PIPES c4 18" AND SMALLER 17 TURN LANE PAVEMENT SECTION NTS 1 $ DROP CLEANOUT NTS 19 CLEANOUT NTS 20 MITER END SECTION NTs 1:1 FOR PIPES 24" AND LARGER 21 HCP CORNER RAMP NTS CHECKED: MODIFIED:03/24/03 15:16:25 J:\A-J\AMSOUTH\2002.0093\REFERENCES\PIPED\02093C4.DWG 1'=.1' 0' CRIKLE . - - - - PLf1TTFI1 03/?1/0.i 10•13.54 .L•\A;- \dLLS[llIIH\40040AQi10?AQiCd I1WC 1'-1'.:.0'._ju-s I ____ INTERPLAN ■ ■ SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 10 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADEN �-- 2"NIN.ASPHALTIC CONO, WHEN FLEXIBLE P VEMENT �NIS CUT.GLE MAY VARY z •SEE -WE 4 b / IPE O.D. w a a N 6' () SELECT COMMON o FILL w o m Z 0 o BEDDING ROCK PIPE BEDDING (SEE NOTE 8 6: 9) - UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL" 100-125 P.S.L. SHALL BE USED WHERE .EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY, 4. IS" MAX. FOR PIPE DIAMETER LESS THAN 24% AND 24' MAX. FOR PIPE DIAMETER 24' AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15'.ANO 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL Of UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10, ALL UNPAVED DISTURBED AREAS SHALL BE SODDED 10 MATCH ADJACENT DOMINATE GRASS SPECIES. It. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION 'WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF .SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 PIPE SIZE 4 "� 6 8 10 12 " �� 14 16" 18" 20 „ 24 90' BEND 33144156 66 78 - 98 45' BEND 151 18 123 27 32 - 41 22-1/2' BEND 8 9 11 114 1 51 - 9 11-1/4' BEND 5 5 6 1 6 8 - 9 PLUG OR BRANCH OF TEE 68190 66 1141 16 - 21 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: • TYPE OF PIPE: PVC _ HOPE _ • WORKING PRESSURE: _P.S.I.__-____ P.S.I. • SOIL DESIGNATION:--- • LAYING CONDITIONS:__-____ • TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC-HDPE ) CITY OF SANFORD 1999 FIG. 104A PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE--,,., 2" 10 8' PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN 10' TO 18" PIPE - 6' TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. MR OLY• St•'ElOA IrtN SSlr� 71•'E1G la'I" al1YA1 JM // ,POTABLE ' / ' /// WATER MAN P91AW ■ATDE YAM PoTABL[ rA1G YNN 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. MIEN JUI M40/ NVTI EEAvA SI•YLod N`/11 sum I1•Y10/ PoTA•LC rAT"1 YAW IOTARE rAt[R IEAYI pTABL( :AI[K 1Mr1 / POTABLE ATER MAIM PoIA0.E rARA YAM PoIABLE rAIG IINM '/ PAPER BACKED ADHESIVE TAPE (TYPICAL) ~ 12" wai MAX. ro1ABLE rA1ER YAM 1" p1ABLE rAm YAx1 �� B INCHES / BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE TUTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE TRENCH WIDTH VARIES SEE NOTE 9 OF EXISTING PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE 2" MIN, ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT E:, IS CUT _ SEE NOTE 2 GLE MAY VARY z SEE NOTE 4 A�i N i f IPE O.D {n • a G ( U N 6" TYP) ..t- SELECT o - COMMON w i FILL m W W UNDISTURBED a .n. EARTH (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 25% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL. 100-125 P.S.L. SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. J. PIPE BEDDING V1IUZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24% AND 24' FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 TFIG. 101 TRENCH _ LIMITS B" MIN. /4 BARS ALL AROUND (MITI. 2' CLEARANCE AROUND PIPE.) e - 6" MIN. (TYP.) T% ?r k TIE RODS INCLUDING 4" x 4" x 1/2• NUTS AND WASHERS HOT DIPPED GALVINIZED (SEE SCHEDULE BELOW) OR STAINLESS STEEL •*--* C (6' MIN.) MECHANICAL BEARING PLATE JOINTS /4 BARS -� UNDISTURBED EARTH ENCASE TIE ROD7IN1, 1-1/2- PVC SLEEVE NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL,AND THE THRUST COLLAR. 6. DESIGN PRESSURE: P.S.I.a D 4'-0" .MIN. ` SEE TRENCH DETAILS FOR PIPE BEDDING - 3" COVER REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE uiMENSIONS TIE RODS REQ'D SIZE (INCHES) A B C D DIA. NO - NOTE, THRUST BLOCK AAEA3 TO BE COMPUTED ON "S OF ENS. PDE $0. FT. SWL RESTRAINT (1.600 MM) BEAAWO. SEE NOTE 0 • TO BE COMPLETED BY 04GWEIL WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL Ia" VINYL CONTINUOUS MAX. 36' WARNING TAPE MIN. TYPICAL UTILITY PIPE 12 GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES. BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF TIT INCHES OR AS APPROVED BY THE CRY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. 8. LETTERING: 'CAUTION: WATER LINE B. LETTERING: 'CAUTION: SEWER LINE BURIED BELOW' OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER 8. LETTERING: 'CAUTION: SEWER FORCE UNC BURIED BELOW' OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIO. 400) UTILITY PIPE WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999"-7 FIG. 111 CITY OF SANFORD DETAILS N*s SEE NOTE 1 SHEETED TRENCH UNSHEETED TRENCH (Typ') • a 10' MIN SEE NOTE I • MIN. (TYP.) .. _ �.'�• ' SIDES. CAN UNDISTUJUIN .EARTHP.S.1 •;: • • •SHEETING3000 BE FORMED P.S.I. BEDDINGCONCRETE ROCK z :.•,'•;,'{...r ._ UNDISTURBED EARTH CONCRETE ARCH FULL ENCASEMENT SHEETED TRENCH UNSHEETED TRENCH 10" MIN '0' SEE NOTE I • MAN. (TYP,) v SHEETING SIDES CAN BE FORMED 'D"/2 3000 PSI :•. `{!,:: \ 'a-'• CONCRETE •.':r 6" MIN. :, • �. t :'.' •; i.. UNDISTURBED '•:(.•'.. .. .-:t' EARTH CONCRETE CRADLE NOTES: I. (•): 15' MAX. FOR PIPE DIAMETER LESS THAN 24% AND 24" MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T' REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 2" D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4". SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE 36" SQ. CAST IRON FRAME AND COVER WITH 4" MAX. 17-1/4" ACCESS LID. GROUT PREMOLDED PLASTIC 2" VALVE (TYP.) JOINT FILLER 2" POLY -' - 2" PORT WITH 5" WALLS (MIN.) THREADED PLUG PIPE PLUG (TYP.) T '•; CUT OUT AND SEAL JOINT 2" NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE SEE NOTE 2 VALVE 2" NIPPLE SERVICE SADDLE PER SPECIFICATION FITTINGS AND : • SECTION 50.5.4 PIPE FOR A.R.V. SHALL BE BRASS �6" 6" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET, 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 AREA FOR UNDISTURBED PLUG SOIL (TYP.) -� EDGE OF TRENCH (TYP.) CROSS W/PLUG CROSS W/ TWO PLUGS AREA TEE WOOD BLOCKING (TYP.) AREA FOR PLUG `>_' TEE TEE W/PLUG AREA FOR AREA FOR AR q45' BEND TEE AREA FOR PLUG TEE W/ WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 1 FIG. 103A 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE TYPE OF VALVE 2 SERVICE L-10 a•', . `• I I N DIRECTION & NO. A .. TURNS TO OPEN • 'HATER t0 '' a , . •�' APPLICABLE VALVE `v •'• " ` BOX AND COVER �•' ' ' „A (SEE FIG. 115) ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED BY CITY) CONC. MIN. VALVES 16 INCHES AND LARGER 24IT 6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) t� /4 REBARS ALL AROUND 'HATER tr CY APPLICABLE VALVE ~ '" BOX AND COVER (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 CONCRETE VAULT E JOINT FILLER Lt 2' GATE ►1 I VALVE 2* NIPPLE �.�.••.- s.a m' •"'•"'Et>' :•.:••r,• ?:.ter?r?J�fP'!�•`: BEDDING REINFORCED CONCRETE.. 2" D.I. VENT PIPE W/ SCREEN MESH OPENING AND 4"x4' SUPPORT POS1(TYP. LOCATION) CAST IRON FRAME /- AND COVER WITH EXISTING ACCESS LID. PROPOS D GROUT PAVEMENT FINISHED GRADE 7•-- OPERATOR j; HANDLE 2" VALVE (TYP.) CAST IRON VALVE BOX 5' WALL (MIN.) TOP SECTION EXTENSION - 2' PORT WITH ROD AS THREADED PLUG REQUIRED SEE NOTE 3 2" 90' BEND GROUT 2' NIPPLE 2- U-1101 2' BRASS PIPE 2' GATE VALVE WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM. DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 SCNEDLLE FOR WLIST BLOCK AREAS ' PrE c"o SI Ev ( FT) vl (� ) T1-I/1 wa °m II-1/L aAm tCE t CLSKIL li - - .ML Mw aau w,E ro aE msuo a au• u uc wl w rt iw as.w '-Cxo i wn • 10 BE CUkfkM BT DxxQEIL 'MINIMUM LENGTH (FT) TO. BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 221 29 37 44 52 - 65 45' BEND 10 12 15 18 21 - 27 22-1/2' BEND 5 6 7 9 10 - 13 11-1/4' BEND 3 3 4 4 5 - 6 PLUG OR BRANCH OF TEE 45 60144 1 94 11091- 11401 ARCHITECTURE '• ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 00432Q. CA.8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645.5008 FX 407.629,9124 O tv j a r CONSULTANT; ;1 a AMSOUTH BANK 25.FL-C.D 4477 W, 1 ST STREET SANFORD, FL ■ 1 COPYRIGHT © 2002 ,I INTERPLJ-AN 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. j ■ IIIIEEIE� ■ ❑a0El0000Q000❑ 130013090000000 u a D a 00 a a Daq 00E300 00©0000 000DD00El00110D 000 0QoREfLAIME❑ 000 WATER ❑00 0 00❑ 00000p.ODQaQOa b000000000000 iD000000000000 0000000000000 j2 ELEJnnO_a❑nnnn rL 00a0❑ QaaaaQaQ OQQ❑0000000 0013000000000 ❑Q❑ 00a 000 SEWER ❑Da 0QQ Q0a 0001DD0000000 �00000QOaQ❑ g000D00D 12000130 RECLAIMED WATER SEWER coca i 000000❑000000000000Q000a000000000 Oa❑ WATER Eta[) 000000000000OOOO D00 00000❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE — RECLAIMED WATER GREEN — SEWER BLUE — POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) AT FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE I (SEE FIGURE 107) + ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR CENTERED ON CODED 14 GAUGE OPERATING NUT INSULATED WIRE Rr (NON—METALLIC PIPES ONLY) of I WASTEWATER J 16" BEDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 203 99 ALUM. CLIPS V-0" MAX. SPACING —� POST CAP COST CORNER GRADE '0" TO CENTER (MAX) TOP RAIL STRETCHER BARS FABRIC 3/8" ROUND TRUSS BARS (SEE NOTE 1 2 1 TURNBUCKLE #9 TIE WIRES 12" O.C. LINE POST TENSION, WIRE In 3000 P51 CONCRETE }-- 6" 6 --I 12" 12" FENCE DETAIL 3/8" ADJ. GATE POST -1 r GATE CORNER TRUSS RODS -I (-GATE FRAME /- GATE POST OUBLE SWING GATE DETAIL NOTES: 1. .TRUSS.BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD 1999 FIG. 304 6" BLACK STEEL MIN. CONC, FILLED, PRIMED ANO PAINTED OSHA. s YELLOW (2 COATS) 0 FINISHED GRADE 24" DIA. MIN. M I• d.'. 3000 PSI CONC. i 4 NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 FIG. 116 VARIES TYP _LOT WYE WITH 6' BRUNCH LINE SEWER MAIN SIZE VARIES S' MAX. 0 AV WYE WIIR KENO 6' BRANCH SERVICE CLEAN -OUT (SEE NOTE 2) REMOVABLE PERMANENT PLUG (TYP) SERVICE CLEAN -OUT PLUG (TYP). (SEE NOTE 2) LOT i LANE O j TYPICAL LOCATION OF LOCATOR DEVICE BEND SERVICE CLEAN -OUT PLAN (SEE NOTE 2) FINISHED OWE 6' SLOPE TO PVC rc TERMINAL DEPTH AT VAX MIN. (TIP) TERMINAL DEPTH ROTATE ~--6' PVC AS REQUIRED FOR 9 EERMAiAL DEPTH (TYP.) SPRING LINE SERVICE (3' MIN.) AS REOVIRED FOR (SEE .NOTE 1) SERVICE (S' MIN.) SEWER MAIN (TYP.) SINGLE DOUBLE SERVICE SERVICE PR FIL NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES Q NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR 9EVICES.SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SUP -�- ACCESS HATCH (ALUMINUM) PROPERTY RIGHT-OF-WAY WI16NG rRCM PUMP STATION PRESSURE SWITEJOUTFLOW I 2" BRONZE B2' CAP (MIN) BRASS SHUT OF RESIL15h VALVES AND FIT I. IDS E-\ OIL -FILLED I CAST IRON PRESSURE BRASS DRAVALVE BOX GAUGE 2' ROSSBALL CHECK LVE (FULL FLOW)2' BRASS HORIZONTAL Y E E L GATE VALVE INFLOWOUTFLOW FROM PRIVATE - I TO CITY PUMP STATION FORCE WAIN FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2- SQUARE - ACTUATING NUT NOTES I.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2:0IMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. Au Lrnum z' w Haan mA 3/4' SPA0" xr alr ears ft0- MSKCONSTRUCT AND INSTALL PUIGN IN ACCORDANCE 'WITH YA'SECTION 22.5.2 OF THE UTILITIES MANUAL 9PArc PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS _F I CITY OF SANFORD 1999 FIG. 305 CITY OF SANFORD DETAILS NTs CONCRETE TROWEL -FINISHED . CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME R COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS 3 AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (WIN.) 4 COURSES (MAX,) 1'-6" MIN. 3'-0" MAX. I_ S" 2'-0' - INSIDE W OUTSIDE WALL PRE-PRIWED BITUMINOUS EPDXY COATINGS a JOINT SURFACES PER SPECIFICATIONS (SEE NOTE 5) 4'-0' 5" MIN. ARE -PRIMED PRE -WO ED PLASMIC JOINT JOINT SURFACES SCALER WITH - - PROTECTIVE WRAPPER IENCHING PER SPECIFICATIONS �1" O 0 &� WRAPPER TO BE REINFORCEMENT AND JOINT COMPLETED JOINT WITH REMOVED) DETAIL TO BE DESIGNED BY - MIN. SQUEEZE -OUT SOVE£ZE-OUT THE ENGINEER AND L { 8" MIN. APPROVED BY THE 9' CITY.�191 �9� r SECTION JOINT pETAIL BEDDING ROCK 2' MIN. CAST -IN -PUCE PRECAST MONOLITHIC - TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A. PIPE PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM D1784 AND D1785. S. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT 'HELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND D3036. - C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER. PRIMER AND GLUE SHALL BE USED FOR THE ' SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF, THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEVER SYSTEM. �r------4r_----17�1. I I I ,,�, I I C,Q. IQ a C.G. 1 (SEf;0CTAA0L INS SHUT)) L_.— - - - r _ aRAVIrY tycANQur _ 5 FWU ewLrAHD--- laces = �r ` 4• So (SCL DUAL MS SHLLf) STV$_0vT VACUUM VALVE y — l (SCN sp P/C} STCNAGE My VACUUM WIN TYPICAL SERVICE CROSS—SECTION 4" CIA 6' LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD -90' BEND - BO' BEND 4' PVC RISER 4' PVC C.O. THREADED CAP ire 1 45' BEND STRUCTURE yam, TEE D.W.V. WYE 4' SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN —OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 FORCF MAIN MANH01 F I INFR THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) -6 1 7-12 13-20 21-2 26-3 48-51 54-57 58-60 61-66 67-72 NOTES; 1. MANHOLE SHOWN IS FOR SEWER SIZE 8' FHRU 24'. SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER IHAN 24% 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. J. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE, 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200B NISCO 3" DWV STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 a w n » - Y Y 3 Yz X 1 Z ?ZZ O m O w W w 1 O pS F �! W K a� n o 8 n ,n 3 - O m M Ff vl I N O rI1 M O y pq & C 0 a h f .n 10 n a0 m z AMSOUTH BANK 25.FL-C,D a 4477 W. 1ST STREET SANFORD, FL COPYRIGHT © 2002 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS ■ ■ 1 EM SET TOP OF VALVE BOX - TO FINISHED GRADE FINISHED GRADE SEE NOTE 2 RESILIENT SEAT — M. J. GATE VALVE WATER MAIN CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOTDEPTH BELOW FINISHED GRADE, 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG, 400 BALL VALVE FOR 2 INCHES AND BELOW DOUBLE CHECK OR (DOMESTIC AND IRRI- REDUCED PRESSURE ZONE GAIION ONLY. 2 REQUIRED) DETECTOR ASSEMBLY AS APPROVED BY THE CITY TEST COCK (TYP.) DIELECTRIC UNION THREADED (2 REQUIRED) NIPPLE (TYP.) go, BEND (2 REQUIRED) SLOPE FINAL GRADE SLOPE NWI FROM TO MAIN SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: i. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES' SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 500B). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 500B) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 500B). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5009) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary Jumper connection Is required at all connections between existing active water mains and proposed new water main Improvsmonls. 2. The detail above is to be used for filling any new water main of any size from existing aath.e water mains and for flushing of new mains up to 8 INCHES IN DIAMETER (2.5 FPSmtnimum velocity) and for pulling bacteriological samples from any new water main of any size. The jumper connection shall be maintained until after filling. flushing, testing and disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies haw been received. The jumper oonnection shall also be used to maintain a minimum pressure of 20 psi In the new mains after disinfection and until the FDEP clearance ]*flat Is obtained adequate. Thrust blocking and/or restraints shall be provided temporarily, as required. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to Installation in ocoordence with AWWA C651, 1992 edition. The topping sleevs and the exterior of the main to be topped shall be disinfected by spraying or swabbing per section 11 of AWWA C651-92. 3. flushing of 10 Inches In dlomeler and larger water mains may be done through the lie -in valve under very controlled condlllons. The fallowing procedures shall be followed: A. the Ile -In volvss shall be operated and pressure tsafod in the presence of The utility company and engineer to verify waist tightness prior to tie -In. Valves which are not water light shall be replaced with a new valve Instolisd Immediately adjacent to the . looking valve. B. The lemporary.jumper connection shall be constructed as detailed. The jumper connection shall be used to fill the new water moln and for providing water for bao- toriological sampling of the new main as required by the FDEP permit. • Flushing shall not be attempted during peak demand hours of the existing water mains. • All downstream valves to the system must be open 'prior to opening the tie -In valve. • Provide for and monitor the pressure In the Ile -In point. the pressure In the exlsllng main must not drop below 35 psi. • The Its --In valve shall be opened a few turns only, ensuring o pressure drop across the valve is greater than 10 pit. C. The tie -In valve shall be locked closed by the utility company until flushing begins. Q. The IIe-In valve shall be opened only for flushing of the now main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the llo-Involve shall be closed and locked In the closed position by the utility company. 4. The contractor shall provide documentation demonstrating Thai the double check backflow prevention device has been taxied and Is In good working order at the time of Installation. 5. Except as required to flush lines of greater than B Inches In diameter, the its -In valve shall remain closed and shall be locked In the closed position by the utility company. The 11e-In valve shall remain locked closed until the new system has been cleared for use by FDEP and ull other pertinent agencies. 6. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the contractor shall remove the temporary jump -or connection. Thecorporationstops are to be closed and plugged with 2 Inch brass plugs. 7. All Installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings, valve, etc. shall be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504B AMSOUTH I. BANK 25.F1-C,D 4411 W. 1 ST.STREET SANFORD, FL COPYRIGHT © 2002 iNTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR „C PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, r CHANGES OR ASSIGNMENTS ARE PROHIBITED,> CITY OF SANFORD DETAILS "y NTS CHECKED; 1 MODIFIED:. J PLOTTED. . PROTECT TREE W/ REINF. RUBBER HOSE. TREE INTERIO ESI 3" MIN. MULCH LAYER PROJECT E RED PLASTIC IC ILEX CASSINE WIRE ABOVE TURNBUCKLE rl MIN DEPTH OF 12" PREPARED 1 ` 11HOLLY) 4" ABOVE GROUND. (TYP) PLANTING SOIL FOR GROUNDCONER 4 3" MIN. MULCH , R C. 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AUGUSTINE 'FLORATAM' QUANTITY TO BE CALCULATED ■ ■ ■ BY THE CONTRACTOR CONSULTANT; COUNTY APPROVAL STAMP A4 PLANT QUANTITY y 7 AZ PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 PLANT SYMBOL a 1 1�` SEMINOLE COUNTY NOTE: h APPROVED FOR CONSTRUCTION WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT/SPREAD AND CALIPERIj { j; THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY MEASUREMENTS, THE HEIGHT/SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF - � COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER j TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSIRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. j f ti , I -•-' I , ', ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPERS PLANS DOES NOT CONSTITUTE A R -- ------ - _-- _-- -_ _. __ _._. �__ __._. ____. __ _ _. ..__._ ___. i ;1J ►! WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF 1 ( C C� r�•' RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS -- - --- .c , VALID FOR APERIOD OF ONE SYEAR FROM THE DATE BELOW. {�� , �.� .,-: ,_,� � - REVISIONS:. I. } - y6 t11 1 NO. DATE REMARKS i APPROVED. , (� } / 3 1-23-02 -CITY COMMENTS SIGHT LINE I ' � I SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT 4 01-23-03 COUNTY COMMENTS ni 6 ------ 0, 6 03-24-03 CITY COMMENTS DATE - QV 99 Lr)e ' LJ 4 24 1 — — 20 TKO: T z., QV � QV 138 13 � � a,� � ``) Cr RI cc U ' U _ ..80 �i c�_ r 1 i ■ 777 i a r � ■ ANISOVm, m _ �` 91 ii 2 Lho 4Z) ry , , i. ! 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RIB / I /t / / / / / R 1 ■ ��y I ; ; rl:, r - SOD SOD - — - — — — — — — — — — — COPYRIGHT © 2002 A — { , SIGHT LINE j. NTOERPLAN LLC RESERVES 11 COPYRIGHT &OTHER RIGHTS j I , / I RESTRICTING THESE DOCUMENTS 84 1 1 TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE , `9 1 '� / •4 .%..� �••,• s'. t" 3-J LLI - ..+r..w._ ... .-- _____.rs Win...._.. 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I�\ lghT rr�I1:;� :,TFn,.�ti (140' R/W) ,� .: {� ?~ >'� �, r-•f r��±;�1ri !� /r . y..�".. , ,, _ • PROJECT NO, 2002,0093 - y DATE' 08,16 02 WHITE L / NORTH 1 , I r PLAN �' -LANDSCAPE CHECKED: RT 1 30� A ■ 3/24/0J 95:14:29 J:\A-J\AM$GUTH\2002.0093\02093L1.DWG®1'=30' JEFJEN w ■ ■ ■ MODIFIED' 0 i - PLOTfEa 03/24/03 15:17:18 J:AA-J\AMSOUTH\2002.0093\02093U.OWG 1"=30' JEFJEN e' t, , - - NTERPLAN �IRRIG IRRIGATION LEGEND : , O FULL 6" POP-UP SPRAY HEAD 570-8-F i { L _...... WALL OF BUILDING WALL OR STRUCTURE GALV, 90 GALV. NIPPLE a 1/4 6' POP-UP SPRAY HEAD 570-8-Q ARCHITECTURE FINISH GRADE 12" ,\ VALVE BOX ! , " SIDEWALK,CURB $" % I I SINGLE THROW 16 AMP p 1/2 6" POP-UP SPRAY HEAD 570-8-H ENGINEERING, INSTALL RISER 4 ABOVE ETC.SPRINKLER GALV. UNION PEN-TITE SWITCH INSTALLED PLANT MATERIAL f NOZZLE CONTROLLER Cl 1/3 6 POP-UP SPRAY HEAD 570-8-T INTERIOR DESIGN,' r % CONNECTORS ,i (PVC CONDUIT TO START q 2/3 6 POP—UP SPRAY HEAD 570-8—TT PROJECT MANAGEMENT s. FINISH ,,� /% 1. f I OF THE MAINLINE r 4 GRADE ! t f i 3/4 6' POP-UP SPRAY HEAD 570-8-TQ i i is ,�'� ,' ° FULL. 6" POP-UP SPRAY HEAD 570-15-F AA004320 1 EXPANSION SURGE f PAINT A COLOR CHOSEN ........... ELECTRICAL CONDUIT , �_ . BY THE L.A. CABLE I 1/4 6" POP-UP SPRAY HEAD 570-15-Q• a BODY ASSEMBLY ;.' ? 12" I 120V, POWER WIRES 1/2 6" POP-UP SPRAY HEAD 570-15-H PVC SCH. 40 RISER PLACE CONTROL „ 0 1/3 6 POP-UP SPRAY HEAD 570-15-T FLEX PIPE FLOW '' j WIRES UNDER ULTRA -VIOLET PROTECTIVE 1/2" FOR. SPRAYS 1 I VALVE - -- - -- I I— �. � 2/3 6" POP-UP SPRAY HEAD 570-15-TT 933 LEE ROAD, FIRST FLOOR P 3/4 6' POP-UP SPRAY HEAD 570-15-TQ ORLANDO FLORIDA 32810 PVC CLAMPS MULCH 3/4" FOR ROTORS ;�' MAIN , / WIRE AS PER PH 407.645.5008 i I LOCAL CODE I CENTER STRIP SPRAY HEAD 570-4-CST .• ` GROUND LEVEL i I I ( �, STEEL ANGLE .......... PVC TEE OR ELBOW PVC TEE SXSXT OR DOUBLE CHECK VALVE ': - - ' E STRIP SPRAY HEAD 570-4-SST .• ZANGLE TO MAIN WITH 45 DEG. t "- '- a SIDE FX 407rb29.9124 ELBOW `\ \ BACKFLOW PREVENTER 18' y t ' ELBOWS ; •L END STRIP SPRAY HEAD 570-4-EST Ai SEAL STREET ELL r' MAINLINE ! ®0 �— DENOTES 4" POP-UP SPRAY HEAD OR ROTOR ' S .. GALVANIZED PIPE GALV. 90 _ MA[ ;• ON C RISER , ... LATERAL LINE ............... ,.'•''•• ` POP UP STREAM ROTOR S70OC-PC-I5-FA .. TO METER ADAPT TO CLASS 200 PVC # 500 SERIES STREAM BUBBLER ® TORO PLASTIC VALVE CLASS 200 PVC MAIN LINE CLASS 160 PVC LATERAL LINED . 1 -SHRUB-RISER DETAIL NTs 2 HEAD DETAIL NTs 3 BACKFLOW PREVENTER NITS 4 ELECTRIC VALVE DETAIL NTs 5 CONTROLLER DETAIL NTS — RICHAT.-k,; ■ ° ■ _ — — — — PVC SLEEVE 4" IN DIAMETER REG. #13-21 f � •I PIPE CROSSOVER CONSULTANT: COUNTY APPROVAL STAMP BACKFLOW PREVENTER "i-IRRIGATION METER ' PROPERTY APPRAISER ID NUMBER 28-19-30-300-0010-0000 Ca CONTROLLER LOCATION MODEL # CC-P12 t I F- I ( � •` I ORB 2296, PG 326 —.- ,. INSTRUMENT ILLEGIBLE SEMINOLE COUNTY { ( h I APPROVED FOR CONSTRUCTION FRI RAIN SENSOR LOCATION THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY I /" �`�F' '?�" + �: •'<' I LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF. THE BOARD OF VALVE ZONE NO { � ( _ _ _ _ _ _ _ _ _ _ _ _ -• _ _ _ __ __ _ ._ ._ _ _. COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER �- TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH 1i RESULTS 1N A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. c ' » VALVE SIZE i I `! c i•.I 6�%t10M U 6ANA j - ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPERS PLANS DOES NOT CONSTITUTE A s•s 1 ---• ___. ___ 1 1 WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF \ VALVE i :.` •_ �- - - _-_-_ __._. ._.,. GPM RESPONSIBILITY TO MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS I VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. VISIONS' APPROVED. J •- RE NO. DATE REMARKS I VALVES I II -07'-_:---- NX: 6 03-24-03 CITY COMMENTS; SEMINOLE COUNTY DEVELOPMENT REVIEW pF Of?6, ;�A .31.15 3075 252-06-04 VALVES ; 1 1 .% • DATE i _ 252-25-06 O 3/ 4 VALVES { %�' C J'� w NOTE: MODEL NOS. SHOWN REFLECT TORO SPRINKLER HEADS. ' 30�75 �1?0 30;5 v ANY HEADS OF EQUAL QUALITY MAY BE USED WITH THE APPROVAL OF THE OWNER. O CI:- 1 I I I — I I I z ca a 1.� Q ■ i L>' 31 ► ------ — -- — 05 r �� 1 " IRRIGATION MAIN s I I J i a 1 I j i I 3/4" �I Z ,7 4 MAIN LINE SHOWN OUTSIDE OF PROPERTY LINES FOR CLARITY ONLY. LOCATE WITHIN j wI { -,►oa - - _.__w_- lei -- -- - - N PROPERTY LINES. y I 4 SLEEVE c:. { 1 Y.. I• a i _ I I i 9 1 4 `''Iz 1 ti I ,301.60 Lk 3020 SF 3 w I _ _ { } I i __� 'i !I r , ® --. „ ..— _ ,�� s� _ �: AMSOUTH l I 'r`,.at BAAk N K li i' si) 4" SLEEVE 1 I - 4" SLEEVE II r I I/ / ' I: ,f / j` / 25.FL-C.D 4477 W. 1 ST STREET `° I � ,,,�,. � ,;• �_:. � I' � % / • � ` SAiVF 11» ORDr FL / f _ — , — } 2 , �, � •• i IRR1'dATI-ON`�fAIN �— - .,. — _...---_ - _ — -„ — �' �— .-._ — — — — — . V f , n�. I — — — — — — — — / —" — — — — — — — COPYRIGHT 2002 I. Tk T Ask ��a - I ..r r INTERPLAN LLCORESERVES !. s { COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS Of MOM/// - -- -- - _--- - _ . TO THE ORIGINAL SIT 1 L� -. - / i T TOP OF BANK - - _ ,� E OR E ,r,�c F' T . L 6' li ti.<f 1�; t 8 �� �-" .. ' 1 PURPOSE FOR VYHICH THEY YVERE a 4I ._� i_Lr 30 1�®� 3@ 1" 1" 1- w . / � 1 / —'"" PREPARED REPRODUCTIONS, ® CHANGES OR ASSIGNMENTS ARE / ' PROHIBITED, RLVEHA R T r '1 d (1 O , 4 RIW) r (, k , Lt - - YLLL'J�h' JTt`'�tt-'t ttirdl_'.'f ,� .. -._-.� -_ -._._ _._.. .. _._ :.-�►r. __" ____. _.. _..._ _.___ __.: .. �._._..._- ... .__..._-_i,.._.—.�__:. r - r I I_ ---- --- -- ... _..__. .--•-- ------ -___ -_. - . �, PROJECTNO. 2 002,OOQ� t � rtF>t;vr, - _ - DATE, 01 1-23-03 A, NORTH L2 .c . IRRI CATION PLAN , i "- 30' ,r. ■ CHECKED; RTA ~n ■ f � N ,.. MODIFIED: 03/24/03 15.14:52 J:\A J\AMSOUTH\2002 0093\02093L2 DWC 1' 30' JEFJEN PLDITED: 03/24/03 15:17:32 JAA-JIALLS0IITH\20fl2.0993\8209]I2.f1WC .f'�ia' - Ap ¢u ` PLAIT OF SURVEY AOKS IPT70N DESCRIPTION: (WRITTEN BY SURVEYOR) A part of an unnumbered lot in M. M. SMITH'S Third Subdivision as recorded in Plot Book 1, Page 86, Public Records of Seminole Counry, Florida, more particullarly described as follows: Commence at the Northwest corner of Section 28, Township 19 South, Range 30 East, Seminole County, Florida; run thence S00' 12'19"E, along the west line of the Northwest 114 of said Section 26, a distance of 1535.64 feet to an intersection with the south right—of—way line of State Road 46; thence N89'47'41"E, along said south right—of—way a distance of 15.00 feet for a Point of Beginning; thence continue N89'47'41"E, along said south right—of—way a distance of 221,00 feet, thence departing said South right—of—way line, run S00'12'19"E a distance of 224.80 feet; thence 589'54'03" W 221.00 feet; thence N00' 12' 19" W a distance of 224.39 feet to the POINT OF BEGINNING. Contains 49,636 square feet or 1.139 acres more or less. SURVEYOR'S CERTIFICATE The undersigned hereby certifies to AmSouth Bank and Chicago Title Insurance Company: (a) that he is a duly registered land surveyor in the State of Florida; (b) that the plat to which this certificate is affixed (the "Plat") is a true, complete and correct survey of the property described therein (the "Property") being approximately 1.139 acres as further described by the Property Description on the Plat; (c) that the Plat is based upon a field survey made on June 17, 2002, by me or directly under my supervision in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys" jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes items 1, 2, 3, .4, 6, 9, 10, 11(a) and 14, of Table A thereof, and that such field survey meets the accuracy requirements as defined therein; (d) that the Plat correctly shows the location of all buildings, structures and other improvements on the Property; (e) except as shown on the Plat there are no discrepancies between the boundary lines of the Property as shown on the Plat and as described in the legal description of record; (f) that the Plat indicates existing surface and underground transmission lines or utilities, with all utility pole locations with overhead wires indicated; (g) that, except as shown on the Plat, there are (i) no visible easements or rights —of —way on the Property or any other easements or rights —of —way thereon of which the .undersigned has knowledge, (ii) no party walls on the Property, (III) no encroachments from the Property over adjoining premises, streets or roads by any buildings, structures or other improvements located on the Property, (iv) no encroachments on the Property by buildings structures or other improvements located on adjoining property, (h) the boundary line dimensions as shown on the Plat form a mathematically closed figure within +/— 0.01 foot, and (1), the boundary lines of the Property are contiguous with the boundary lines of all roads, highways, streets or alleys (j) .that the buildings, structures and other improvements located on the Property do not violate building or setback lines as provided by Seminole County, (k) that ingress to and egress from the Property is provided by State Road No.46, the some being a paved, dedicated public right of way maintained by Seminole County, (1) that the undersigned has consulted the Flood Insurance Rate Maps and has found that, in accordance with said maps, Panel Number 120289 0040 E, Seminole County, Florida, dated April 17, 1995, no portion of the Property lies within a flood prone area; (m) except as shown, the Property does not serve any adjoining property for drainage, utilities, or ingress or egress; and (n) except as shown, the Property Is not served by any adjoining property for drainage, utilities, or ingress or egress. All visible utilities access the Property directly through public rights of way. G JOHNSM PSM 5bb 1 NOTES: 1. BEARING STRUCTURE BASED ON THE SOUTH RIGHT—OF—WAY LINE OF S. R. 46 BEING: N89'47'41 "E 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENTS REPRESENTATIVE. J. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION (AS LOCATED BY SUNSHINE UTILITIES LOCATING SERVICE TICKET NO. 05603421 & 05603428) AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTiUTIES 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. 120269 0040 E, SEMINOLE n COUNTY, FLORIDA. i X 5, ELEVATIONS BASED ON SEMINOLE COUNTY DATUM, BM ># 1693601 BEING: 27.58 FEET, MSL. n a 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. a THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF VIOLATIONS THEREOF. Ai 7. THIS SURVEY MADE WITH BENEFIT OF COMMITMENT FOR TITLE FILE NO. 1000204587 ISSUED BY CHICAGO TITLE INSURANCE COMPANY WITH AN EFFECTIVE DATE OF JULY 29, 2002. 8. THE PROPERTY IS ZONED BY THE CITY OF SANFORD, HAVING A ZONING DESIGNATION OF "PD" (PLANNED DEVELOPMENT). SETBACKS WILL BE DETERMINED AT TIME OF SITE PLAN AJ c APPROVAL. to THIS SURVEY MEETS THE "MINIMUM TECHNICAL 487 STANDARDS" AS REQUIRED BY CHAPTER 61 G 17-6, Cn FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO e _ SECTION 472.027' of , THE FLORIDA STATUTES. of Orlando InLB 4475c., A 2012 E. Robinson St. v OrLcx,7ido, Florida 3;2803T WSW C. "F` M M1 C n 'NOT VALID wiTHOUr =THE SIGNArv?E AND 111E ORIGINAL RAISED Cn 894-6314SEAL GF MIS FLOiZ!OA LICENSED SURVEYtiR AND MAPPER.'(407) �- FNM OD.p4" X 4' C P . O. C . —�''�� NW SECTION N28, f9-30 - WESf LINE OF THE NW 114 ,OF SECTION 26. TOWNSHIP 19 SOUTH, RANGE 30 EAST CENTERLINE, CONSTRUCTION (STATE -ROAD RIGHT OF WAY MAP SECTION 77030-2107) 30.99 30.48 x 30.14 al:a6 w 8 6� 0 Q. 00 1.27 �, X 30.20 X�� h r ^ � �1 31.83 31.32 30.85 30 25 31.62 SPA T ' .ROAD 46 (PUBLIC ROAD) (197' R/W) 30.67 CRASS MEMO( LLI 30.44 30.30 30.47 30.45 I P.O.B 30.4 1 30.0e AME3A,l1 � ,.p• PROPERTY CENTERLINE, ST. GERTRUDE AVENUE _ O 29.76 — P O B — SET 5/8" I.R.INVERT OF t8' RCP INVERT OF 18" CMP INVERT OF I� CMP INVERT OF Id RCP � ELEV - 25.7J' �° FND. 5/8" IR E P �^ �� ELEV = 25.80' LB 14475 E/P ELEV 25.62' ELEV - 25.68' qr p,°jry >' =26—�3a.A - z — - _ -b + 2&- = = -��` ^s = _ - '' ti°'' —Q .� so r .E �o Y -` x 27.6 1°� — • o l� �-jig--� _ _ _ x - o - - x b — E I Or E a Ci 11 VA ° I °b _--1E° , �� _ -- 1—_ --, 4 rye' 8.a\ 6.9 8 2 w- -26- IS°. , b o, \ `L 6 I I r 'r r Is* 6 W "I r"i' t S. R/iY LINE ti°fix \ 1 �L E �S ESR/1 T �( LINES SHOWN ON °b ,I.- p' ia�'`lp ,.y(�r 'Y i( r 'L0'I 1 1 k y o,�' i 6� I EXHIBIT C' %� to EXHIBIT 'RB Er' 1402 „1 ' �L 'r OP OF `�,`�L^,� I I I ORB 2296, PG 326 INSTRUMENT ILLEGIBLE F I °� sa -�'� � � ry°F ,r r ,��C r� ..-r- � �- • I ASPHALT ROAD I I r� BEING USED TO b r�r '•' I I I I I ` I, , �o I ACCESS FLORIDA I I I �y� '• , r EJ x I I 1 1 1 I I POWER & LiGHT I I o h I `7 ,r i%J ,r ' aA Jt -P 7 1 r 1� I PARCEL I I E. 90. W. 451.9' SITE BENCH MARK f/ 3 - ryy �9 I I Y 11* , i TOP OF INLET +I e!y x"'I ELEV. = 28.85' �� I o \ 1. 1.,� r I Q Y 1r W. 361.9 I rl I GRAPHIC SCALE 0207 40807 120 1" = 40' SITE BENCH MARK 1 IN PP 4 60P NAIL & DISK // L84475 ELEV. = 27.43= INSUVERT OF 16" CUP -- — — — — —- ELEV - 25.48' a__OHE �- FND iP NO E/P I E` 4+ T ry I III d CV N l r 4 I r 1 1r If lfr Qj I I I I \ Cd ry xr Irk yjr, ° ate b I �r *)64. UNNUMQERED LO° 7T 6 00HOM OF WNK ,�If M, SMITH'S SUBDIVISION'LLJ j t4 ' P. Q. 1, PG. 86Y�I I I I W I I L I I, s ,r7R in `tw I I to I ,e ' Ir If TOP OF PANK -,r - VACANT m (, I I Q.r Iry I ' I I wm£ ltNCE f► x r �lOr�BUILDINGS I �� i cz 'N i� i 1 3 ,, I I xti°lj oC6 I I I x I ,r b I Itr i I I O +a I oY 3- I A I I I I I I I I �C 1► a ' / �Q] , r / , L I I 2 A CESSi E SM rII I ' E I I t r 24' RECIPROCAL EAS'f_MENr ��' 1 I ti I TOP OF Ttwx BY SHANNON SURVEYING, INC. \ I �lb J 4 I I 1 II L— W� q I I ,r ! ' +r r 'r N 89'54'OJ' E nl I 456.90' I P1011 tz , V X I W 89':14'0J' I 6.9 `� 6 I I O' UTILITY EA EMEN r r� , T �' ' 1 p � 'L / I �'h 2 II nstE ILNGE i 9 /, r r* y ItV x 'c BY SHANNON URVEYINC, INC. �/ / X 1 I o 75' w- I �9 QI 10 1 1�C rye. ,r NORTH LINE, F((,ORIDA POWER P)WcEC - - - F- `.� II i *B 2JJ4, PAGE IJ99 / a, ev« EIP X Ir �a *xti° ,r 5 Q, / SITE BENCH MARK 2 t BOX CUT ON INLET o , QJ 1p, ELEV. = 30. 19' m ` J2 SITE BENCH MARK 4 ,t, 14- It' RRSPiKE IN PP M 1b r, 11 1 N ar' 1 ELEV: = 31.55' Ii(, r �ry OWNER: FLORIDA POWER r� LIGHT COMPANY � 2 CP 9 ORB 2334, PACE IJ99 ; `fir *30 jy UNNUMBERED LOT ct r ti°j 6 M. M. SMITH'S SUBDIVISION 6 r f P. B. 1; PG. 86 r 0 I I, ► I I hIr X� I L (x� 15' CMP` o II 1 ry I i'1• o 11 '� 4 jp, I I INV - 27.82ul- L �''• ,,, ��ofk. X� 5 4 6.90 nj 1 I \ 4' RCPr,, 0�h 66 SOVlN LINE, FLORIDA POWER PARCEL 6 �6- ORB 2JJ4, PACE I399 CONC o°j ,tip' '�•--'�O 1 I 1 � ONE STORY 51 I INV - 27.J2 yh EXISTING STRUCTURE AMBAJI PARCEL AS DESCRIBED IN RECIPROCAL EASEMENT AGREEMENT ORB 4042, PAGE 803 UNNUMBERED LOT M. M. SMITH'S SUBDIVISION P. B. 1, PC. 86 gN 89'54'O.Y E 161 -L4pt!d'r, S 89'54'OJ' W G - 77.59'50' R - 50 00' L 08.06' CHORD: N 51'06'OO' W 02, 9J' 1 10.00' 0 0 6 N S 89.54'OJ' W 67.16' aka 6 I� \ h EASEMENTS & ENCUMBRANCES 1°' �� � dry► I I � �WI 6. Reciprocal Easement Agreement between Ambaji, inc. and BGZM Land, LLC, recorded in Official Records Book 4042, ,� ti I, I , t I ► Page 603, of the public records of Seminole County, Florida. �,��� i ► i o i MATCH UNE A Descriptions being amended by Shannon Surveying, Inc. (Affects subject property. Descriptions by Shannon Surveying, r I t I a a 14 w w Inc. are shown hereon) w w I I� ► JJ I �\ 7. Development Order recorded in Official Records Book ,A i o' / �' 1/ ` o 0 2296, Page 326, of the public records of Seminole County, �. V X+ x ; \� `1 ` 2) yti n i tib Florida. (Property subject to the terms and conditions) RCP 01 S z X 5 ,p x� 8. Perpetual Right of Way Easement for Rinehardt Road, x C recorded in Official Records Book 2334, Page 354, public y k O b `L U a FOC BOX 2g_ , � records of Seminole County, Florida. Affects subject property INV` ` 2AS. — — X � � � OS shown hereon) a 3, A,�' ,�• 9. Easements) grouted to Florida Power &Light Company n titi� ��, x"' p� X �`�� "� n "' X ti cHw recorded in Official Records Book 2334, Page 1402, of the Mry so _� _ �. INN = 28.09 public records of Seminole County, Florida. (Does not affect `�- a h� 42' RCP SHOWS 42" RCP w I I DIRECTION ONLY r I i .{,o subject property) r N n n I`I ti E I = 32.76 �o N ;{ S� �,�0 10. Easements) granted to Florida Power &Light Company n M h 1 "> E INV = 2' .1 ' x5 n z� nx x %ti' n I x W INV - 24.56 recorded in Official Records Book 124, Page 96, of the public records of Seminole County, Florida. (Does not affect subject y 3Nn H01Vh1 Property) .LEGEND BB - BOTTOM OF BANK BC - BACK OF CURB — - BACKFLOW PREVENTER BM - BENCHMARK BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED - CENTRAL ANGLE - COW - CONCRETE BLOCK WALL CF• - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE CO - CLEAN our CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED OE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET OP - OUMPSrER PAD OW - DRIVEWAY CED - ELECTRIC METER EB - ELECTRICAL BOX ESMr - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION FH - FIRE HYDRANT FL - FLOW LINE FND - FOUND -G- - GAS LINE GAS METE - GUY WIRE ANCHOR l? - HANDICAP PARKING HR - HANDICAP RAMP INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH - LIGHT POLE LSA - LANDSCAPED AREA ME4S - MEASURED MiTERED END SECTION (MES) 0 - MONITORING WELL N&D - NAIL & DISK NTS - NOT TO SCALE OH - OVERHEAD ELECTRIC OL - ON LINE ORB - OFFICIAL RECORDS BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PG - PAGE PI - POINT OF INTERSECTION POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PP - POWER POLE PS - PARKING SPACES Pr - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY ® - SANITARY MANHOLE SAN - SANITARY LINE SN - SiGN 00.00 - SPOT ELEVATION -SO- - SrORM/DRAIN LINE O - STORM MANHOLE - TRANSFORMER - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE - TRAFFIC SiGN rR - TELEPHONE RISER TSB - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE TV - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT UNTL — UNDERGROUND TELEPHONE. TREE LEGEND -W- - WATER LINE T WF - WOOD FENCE INDICATES OAK TREE WATER METER y� INDICATED PALM TREE WATER - NUMBER VALVE INDICATED PINE TREE ® - EASEMENT NUMBER INDICATES MAPLE TREE Current BOUNDARY SURVEY DATE: 6117/02 per Florida Statutes 61 G17-6.003 2d DATE: REVISION BY. 71 30102 ADDED ADDITIONAL TOPOGRAPHY 8-26-02 REVISED BNDY ADDED TiTLE EXCEPTIONS RGJ 9120102 ADDED CONTOURS Ill 10-1 1-02 REVISED BOUNDARY & PER COUNSELS COMMENTS. ' RCJ 11-05-02 REVISED ESMTS PER ESMTS BY SHANNON RCJ' 1-23-03 JADDITIONAL OFFSITE TOPOGRAPHY JB E BOUNDARYSURVEY, TOPOGRAPHIC &THE ; y SCALE: 1" = 40' 30-19-28AM50UTH 1 APPROVED BY:. DATE: qZ 17 2002 dCFJ DRAWN BYT T PREPARED FOR: 'NTERPLAN PRACTICE FILE NUMSE LOCATION: S, R. 46 EAST OF RINEHAROT RD. IN SANFORD, FL. 28-119, 0 1 ■ CODE /PROJECT DATA CODE INFORMATION BUILDING & STRUCTURAL = FLORIDA BUILDING CODE 2001 EDITION PLUMBING: FLORIDA PLUMBING CODE 2001 EDITION MECHANICAL: FLORIDA MECHANICAL CODE 2001 EDITION ELECTRICAL: NEC-1999 FIRE PROTECTION: NFPA 101, LIFE SAFETY CODE, 2000 EDITION ACCESSABILITY: CH. 11 OF THE FLORIDA BUILDING CODE 2001 EDITION BUILDING DATA SITE ZONING: CCG-1 COMMERCIAL COMMUNITY GENERAL OCCUPANCY TYPE: BUSSINESS CONSTRUCTION TYPE:TYPE 1,UNPROTECTED, UNSPRINKLERED MEN WOMEN DRINKING FOUNTAIN REQUIRED: 1 DRINKING FOUNTAIN PROVIDED: 1 BUILDING AREA BUILDING . 3020 SF ABBRETATIONS- REQUIRED PROVIDED WC LAV. we LAV. 1 t t t i 1 1 i COPYRIGHT © 2002 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS T -1N FF FINISH FLOOR REBAR REINFORCING BAR RESTRICTING THESE DOCUMENTS AFF ABOVE FINISH FLOOR FR FIRE RATED REF REFERENCE TO THE ORIGINAL SfTE OR AHU AIR HANDLING UNIT GALV GALVANIZED REINF REINFORCE PURPOSE FOR WHICH THEY WERE AL ALUMINUM GYPBD GYPSUM BOARD REO'D REQUIRED ASPH ASPHALT HC HANDICAPPED RO ROUGH OPENING PREPARED. REPRODUCTIONS, AT ALUMINUM THRESHOLD HDW HARDWARE SB SPLASHBLOCK CHANGES OR ASSIGNMENTS ARE BD BOARD HM HOLLOW METAL SHLVS SHELVES PROHIBITED, BLKT BLANKET HVAC HEATING, AIR CONDITIONING, & VENT SIM SIMILAR CJ CONTROL JOINT INFO INFORMATION SPEC SPECIFICATION I 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: 2002.0093 ` 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 AP.:003 EJ EXPANSION JOINT OC ON CENTER WWF WELDED WIRE FABRIC ELEC ELECTRICAL OPP OPPOSITE W/ WITH ELEV / EL ELEVATION PLYWD PLYWOOD l EQ EQUAL PREFAB PREFABRICATED A01' EXIST EXISTING PSF POUNDS PER SQUARE FOOT FD FLOOR DRAIN PT PAINT / PRESSURE TREATED FE FIRE EXTINGUISHER QT QUARRY TILE . R RISER/RADIUS CHECKED: MODIFIED: PLOTTED: 02/19/03 10:35:22 J:\A-J\AMSOUTH\2092.0093\02093A0.DWG 1"-8"=1-0" LESNAC ,. ( : Rco 1 N I in j� N N �r I � 00 002 0 19 m co - I �p itl 47'-0" V-8'=-k 1 22'-10" 22'-9" 1 104'-8" A5 1 -0 6" 8 5/8" - 8'-6" 3'-6" 8'-6" 2' 8" 8'-6" 2'-8 8'-6" 3'-10" 3'-4" 7'-3 9/16" ELEC/TELE OWNER FURNISHED 107 WALL CABINET MOUNT ® 7'-0' A.F.F[ I V-6" 35'-10" 20'-7" TELEPHONE EQUIP. COUNTER RE: DET. 11 /A9 1/2"16'-76" " 7'-9 1 16" 6'-5 1/2" (, 15 4 ---- wM. 114 INSTALL BY CO TR. DS 9 a 2 DSA1 I I I I n sP Y5 N 6" HIGH ABOVE OP LINE OF CO C. — —N — — — — — — I EwC �, ( CURB —RE: CIVIL P28 N F ISLAND) PIPE B LLARD. co sP VAULT SI IK ! _ JAN a A NT SAFETY YELLOW m ME '� I 7 112 ' 1 ( ICALLY 2 AT ALL ISLANDS WITH COLU NS, 40 H END OF ISLAN LI OF CONCRET SUA AT DRIVE-T RU RVER TO STRUCT RAL a STEEL PIPE 1 4'-6" AFF. 2 BOLLARDS TYP. I _ t PAINT TO MATCH BLDG. TRIM COLOR - 4'-6" AFF.-i I � ATM PNEUMATIC o o SERVICED 1 DRIVE -UP BANKING N EQUIPMENT 1 BY OTHERS TYPICAL DOS 0 6" 2' 66" fof CONCRETE CURB 3 RE': CIVIL 0 P LI E OF CONCRETE (n SeB AT DRIVE-THRU W REIFER TO STRUCTURAL E LI E OF DRIVE THRU R CANOPY ABOVE. I lO FLOOR PLAN Ag 1/8" = 1'-0" 56'-2" 106 1 — — E I 13 I o. I F I SP N 1 N bRK p25 OOM P2 ) _ — 1 e 111 - a NIGHT DEPOSIT (ND m -�'>J _= I ,Pza — 11 ® COTi RR. I - VERIFY WITH _ N EQUIPMENT VENDOR, SEE m ROOM�� "' a N N MEN N NOTE N0. 6 m o 1 Z I 105 1i s 4a 4" a I 113 —° /F.E. C NO Pza A2 " DS l I I N 5 i aN �] EI I FR I — — — — — — A OW VERIWINFY 00 TELLERS II TELLER COUNTER WITH 104 RE: ETAI L 1 /A-10 q m _ ,r, EQUIP. VENDOR nl I ( LOt 00Y �+ Q I ACCESSIBLE CHECKSTAND 4 -6 AFF. of 9 COUNTER I RE: DIETAIL 3/A-9 _ - a - - - - - - - - E3 I g r A- t EILING I t ALUM STOREFRONT (BREAK PART TION CD ° ° _ 1 BOVE �� I RE: ET. 1 & 10/A-8 0" I I I a a VERIFY I t0 A3 i= 0" - i � LR-°1 ° I° `n N 4 COPIER 3 16 2 Qry� �I WORK ROOM �\ ti I I 0 0 N I t 3 P25 OFFICE CONFERENCE m - 1'— p25 L I m 3---_--_ — _.-- ----- 1 A-4 — — 5 I — 2 m -6" HIGH (ABOVE TOP \A-61 6' 3" 18'-9" 9'-0" 7'-10" 3 1'-9" 17'-10" 1 F IS ND) PIPE BOLLARD. AINT SAFETY YELLOW 20'-7" l'-6" PIC L AT ALL ISLANDS ITHOUT COLUMNS, THIS ND OIF ISLAND ONLY) . E: DET.2/A14 A 2 l I 58'-8" III I I II NOTE: BOOT DOWN SPOUT TO CURB UNDER CONC. 3 4 PLAZA - COORDINATE 5 W/ CIVIL , G -11 TOTAL CONDITIONED: 2941 SQUARE FEET TOTAL UNCONDITIONED: 1570 SQUARE FEET INCLUDING DRIVE UP TELLER AREA 3 CONCRETE C.J. PATTERN @ ENTRY TOTAL UNDER ROOF: 4511 SQUARE FEET INCLUDING DRIVE UP TELLER AREA 3/8" - 1'-01' TOILET ACCESSORIES SCHEDULE Ai TA-4 SANITARY NAPKIN DISPOSAL UNIT REVISIONS: TA-1 : TOILET TISSUE DISENSER No. DATE RENMKS TA-2 COMBINATION TOWEL DISPENSER / TA-5 RECESSED MEDICINE CABINET 1 Q-06-02 OWNER REV, Z 01-02-03 OWNER REV. WASTE RECEPTACLE TA-6 TOWEL DISPENSER 3 01-13-03 OWNER REV. TA-3 : GRAB BAR (3'-0" OR 3'-611) 5 01-28-03 OWNER REV. SEE PLAN 9 04-11-03 OWNER REV. NOTE: COORDINATE THRU WALL PARTITION SCHEDULE OPENINGS ABOVE CEILINGS FOR PROPER RETURN AIR PLENTUM MARK RATING/ STC HT. DETAIL DESCRIPTION DESIGN SP SECURITY PARTITION: SECURITY NANA REFER TO ENLARGED VAULT PLAN PARTITION AND DETAIL ON SHEET A16 ■ pm 1 LAYER 5/8" GYPSUM BOARD SCREW ATTACHED TO BOTH SIDES P-23 NA NA 3-5/8" METAL STUDS 24" O.C. , PANELS APPLIED VERTICALLY OR HORIZONTALLY 1 LAYER 5/8" GYPSUM BOARD SCREW ATTACHED TO BOTH SIDES TO OF 3 5/8" METAL STUDS 24"O.C. P-25 NA 47 DECK EM WITH 3 1/2" SOUND ATTENUATION INSULATION IN CAVITY. PANELS APPLIED VERTICALLY OR HORIZONTALLY P-26 NOT USED .S 1 LAYER 5/8" GYPSUM BOARD SCREW ATTACHED TO BOTH SIDES TO OF 6" METAL STUDS 24"O.C. P-27 47 DECK MEM WITH 3 1/2" SOUND ATTENUATION INSULATION IN CAVITY. PANELS An /1C+Ot'�� APPLIED VERTICALLY OR 'V�J V A HORIZONTALLY 1 LAYER 5/8" GYPSUM BOARD BAN K SCREW ATTACHED TO BOTH SIDES TO a OF 8" METAL STUDS 24"O.C. 25.FL-C.D P-28 47 DECK Z& E Z& WITH 3 1/2" SOUND ATTENUATION INSULATION IN CAVITY. PANELS 4477 W. 1ST STREET APPLIED VERTICALLY OR HORIZONTALLY SANFORD, FL GENERAL NOTES COPYRIGHT @ .2002 INTERPLAN LLC RESERVES 1. CONTRACTOR TO VERIFY SIZE AND 6. CONTRACTOR TO VERIFY COPYRIGHT & OTHER RIGHTS _ EXACT LOCATION OF ALL DRIVE —UP ALL REQUIREMENTS, SIZE RESTRICTING THESE�DOCUMENYTS ; BANKING EQUIPMENT WITH EQUIPMENT AND LOCATION OF NIGHT DEPOSIT TO THE ORIGINAL SITE OR VENDOR PRIOR TO CONSTRUCTION WITH EQUIPMENT VENDOR PRIOR TO PURPOSE FOR, WHICH THEY WERE (SEE EQUIPMENT VENDOR SHOP DRAWINGS) CONSTRUCTION PREPARED. REPRODUCTIONS, , 2. CONTRACTOR TO VERIFY SIZE AND CHANGES OR ASSIGNMENTS ARE ' LOCATION OF ALL STEEL PIPE BOLLARDS PROHIBITED. AROUND DRIVE —UP BANKING MACHINES 7. CONTRACTOR TO VERIFY SIZE AND WITH EQUIPMENT VENDOR PRIOR TO LOCATION OF VAULT WITH i CONSTRUCTION EQUIPMENT VENDOR PRIOR TO CONSTRUCTION 3. CONTRACTOR TO VERIFY ALL ELECTRICAL CONTRACTOR TO FRAME FOR DRIVE -UP ATM & REQUIREMENTS OF DRVE-UP BANKING 8' OPEN / CLOSE SIGNAGE AT CANOPY. MACHINES PRIOR TO CONSTRUCTION VERIFY SIZE AND REQUIREMENTS WITH OWNER FURNISHED VENDOR. 4. CONTRACTOR TO VERIFY SIZE AND 9. CONTRACTOR TO SET BANKING LOCATION OF TELLER WINDOW WITH EQUIPMENT TEMPLATES. EQUIPMENT EQUIPMENT VENDOR PRIOR TO VENDOR TO VERIFY CORRECT PROJECT NO: 2002,0093 CONSTRUCTION PLACEMENT AND TO COORDINATE DATE: WITH CONTRACTOR FOR PROPER 5. CONTRACTOR TO ENCASE OWNER PLACEMENT. FURNISHED NIGHT DEPOSIT IN 6" OF CONCRETE AND THEN 10. NO ADJUSTMENT TO THE CONTRACT AMOUNT APR 1 12003 ADHESIVELY APPLY DRYWALL TO WILL BE GIVEN FOR THE CONTRACTOR ALL EXTERIOR WALLS. NOT FULLY ACQUAINTING HIMSELF WITH EQUIPMENT VENDOR REQUIREMENTS. Al OR OWNER FURNISHED MATERIAL SUPPLIER. CHECKED: f x! MOOIFIED-04/10/03 10:37:54 J:\A-J\AMSOUTH\2002.0093\02093AI.OWG 1/8'-V-0- LESNAG PLOTTED: 04/10/03 11:45:81 J:\A-J\AMSOUIH\2002.0093\02093AI.DWC 1/$'=1'-0' LEWG INTERPLA ... - TIC Rv ABOVE . .S1 D.S. N ING BOOT TO _ LEGEND. ;:.. �N�I �E R ~ E . CURB _ t DOWNSPOUTS INTERIOR DESIGN ALL GALVANIZED METAL GUTTERS, DO MA NA SPECIFICATIONS r S STRAP S C . AND S TO MEETPROJECT MANAGEMEW; B A 2-LAMP FLUORESCENT FIXTURE —T 3 0.4 2 8 �} COMPOSITION .SHINGLES _ , A A; ON 30# ROOFING FELT CA 8b60f .: A q A A _ - WITH PROVER ��NGGINEEREDOD G .. i A 2' 0". X 4'-0" RECESSED 3 LAMP I - FIXTURE ' N DEEP CELL PARABOLICWOOD TRUSSES 933 LEE RO AD, FIRST FLOOR. L CONTINUOUS 5/8" T&G ORLANDO, FLORIDA 32810: 3 9 ® A RECESSED'COMPACT FLUORESCENT METAL FLASHING . PLYWOOD PH 407.645 50.8. • Q WALL WASHERS FX 407.629 9124;. 4'-4 3/4" A - _v \NL (1) LAYER 5/8' Ig'-g 5/8" 8'-9 5/8' 8'-9 5/8" 8'-9 5/8" L p CN PAINT GRIP GALV. METAL / O RECESSED METAL HALIDE DOWNLIGHT GUTTER PAINT COLOR TO MATCH EIFS COLOR G.W.B. ONE SIDE SEAL;. .9 6' M OF TRUSS ONLY cl " EXIT LIGHT FIXTURE *--+ Ca 2'-0"x 2'=0" MECHANICAL M ` M M M ® DIFFUSER. !i v U 4 CONT. GALV. PAINTED PREENGINEERED BREAK METAL TRIM, - a ,� �2 » " OVER 2X6 `� I WOOD ROOF L i -0 x 1 -0 MECHANICAL o Co-- I TRUSSES ° DIFFUSER. CONSULTANT: O O O } 0 O. Q ®24 O.C. M' M ; M M- M E EXHAUST FAN ° ° SI I R - DOWNSPOUT BEYOND I. 4 ' ?-$ -1vT'/8" 3t8_a?- o :. $`-5� 8°- 8'=-9-3�8 <- - a 2 (SEE FLOOR PLAN FOR N M I » INDICATED CEILING HEIGHT ABOVE DOWNSPOUTS LOCATIONS) �» 1 1/2' VA 9 _g FINISHED FLOOR C.J. O, Q O g 6 g 9-6 I t M I I I INDICATES FIXTURE TO BE WIRED M. M M o I I NL FOR 24 HOUR NIGHT LIGHT. E C°J I BRICK HEADER E _ - - _ - - - - q COURSE c c — —_— ° c A MO OM I a - _ NOTE:vil REFLECTED CEILING PLAN IS SHOWN FOR GENERAL LAYOUT NOTE: Ll PURPOSES ONLY. REFER TO MECHANICAL AND ELECTRICAL - - - - - -' PLANS FOR ALL FIXTURES, DIFFUSERS ALL JOINTS ON GUTTERS AND 1 LOCKABLE ACCESS PANEL CEILINGS DOWNSPOUTS TO BE GROUND TYPICAL- PAINT TO AND REQUIREMENTS SMOOTH SO AS NOT TO BE (1) LAYER 5/8" G.W.B. MATCH GYP. BD. SOFFIT- LOCKABLE -1� J� VISIBLE. AT B.O. TRUSSES (TYP.) REVISIONS: VERIFY LOCATION W/ OVERHEAD ACOUSTICAL PANEL CEILINGS ACCESS PANEL- NO. DATE REMARKS , BLOWER UNITS AND W/ BANK, PAINT TO MATCH�,L�-� EQUIPMENT VENDOR ARMSTRONG GUP, BD. SOFFIT _ COLOR /'� "-07SJ 1 12-06-02 OWNER REV. CORTEGA TEGULAR; L NOTE; 3 01-13-03 OWNER REN 2" FRY 1680-V CONTINUOUS 2x2 W REVEAL SQUARE PAINT UNDERSIDE -0F REFER TO SECURITY PLAN FOR REQUIRED LIGHTING LEVELS. 38-DT178 / 5 0 OWNER REV. LINEAR VENT-TYP. EDGE NARROW FACE, STEEL ARCH BRICK COLOR 1 is 7 9 16 ' DOUBLE WEB STEEL VERIFY W ARCHITECT/ EXT. GRADE GYP.: BD SUSPENSION SYSTEM / ON FURRING SYSTEM REFER TO SPECIFICATIONS EXT. GRADE GYP. BD TO BE PAINTED ON FURRING SYSTEM CEILING WHITE NOTE: EDGE TILES TO BE FIELD " CUT W/ REVEAL AS REQUIRED TO B CEILING INWHITE ATTIC SMOKE 1 EIFS ON 1/2 GYPSUM TO SIT LEVEL IN GRID SYSTEM 3/4 SHEATHING . 2" FRY 1680-V CONTINUOUS 1� '�- ' 3 C'UI Imo/ I DETAIL. 3 -e DRAFT PARTITION • LINEAR VENT -TIP. � �j � , REFLECTED CEILING PLAN 1 1/8 " -0 e a - ,�6-7 1500 SQ. FT. OF 1500 _SQ. FT. OF RAFTSTOPPING AREA DRAFTSTOPPING AREA NOTE:BE THRU WALL SECONDARY ALL DOWNSPOUT TO FACE BOOTED THROUGH FACE OF CURBS 1 ROOF DRAIN WALL SCUPPER DOWNSPOUT WITH AND COVERED BY LANDSCAPING ONE PIECE GALVANIZED DOWNSPOUT WITH 2" ABOVE INSULATION BOARD " BOOT TO CURB OR CONCRETE METAL TIE STRAP. BOOT TO CURB. RE: MECH 3 5/8 DRYWALL BRACING STUDS AT 2'-0" O.C. TO STRAP TO WRAP UNDERSIDE OF ROOF BEHIND DOWNSPOUT. TRUSSES ALL FASTENERS TO 3 3/4 " GYPSUM BOARD PARTITION IN ATTIC ONE PIECE. METAL w I SPACE FOR REQUIRED DRAFTSTOPPING TIE STRAP. STRAP TO WRAP BE CONCEALED. w �„ G� IN ACCORDANCE W/ SBS 2305.2.3.- BEHIND DOWNSPOUT. a II ti� VENTILATION SHALL BE MAINTAINED IN ACCORDANCE TO SCS 2309.7. FASTENER THRU SIDE AS SHOWN. FACE OF BRICK OR EIFS ' NOTE' . �t� 5 `" Z� COORDINATE WITH TRUSS ORIENTATION / 11 -6 A.F.F. / ALL VERTICAL SEAMS TO BE �' A-7 AT REAR OF ROOF PENETRATIONS F II CEILING HEIGHT / CONCEALED SHADED AREA ONLY PAINT GRIP cALv. METAL I,�„ / DOWNSPOUT. 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II 3 � v NOTE: 7 A-7 ALL DOWNSPOUTS ARE REQUIRED g 6 D.S. TO HAVE FABRICATED ANGLE AT A-2 BOOT TO STONE BULL. DETAIL. CURB 4" PVC PIPE TO CURB 3 3 s Q-6 NOTE: Je-onv PROJECT NO; 2002,0093 A-2 r... „ � nvflf`1111 7 1 DATE:, 9 ' 1 APR 1 ■ ■ i COMPOSITION SHINGLES ON 30# ROOFING FELT, OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES SIGNAGE BY OTHERS BRICK HEADER COURSE BRICK VENEER ��,.1 A-4 DOUBLE SOLDI LJ 12 _ 2 ! r 1 MI 1. r BRICK ARCH CONSISTING OF BOTTOM HEADER COUR WITH TWO CU SOLDIERS ANC TOP HEADER f REFER TO DEI MANUFACTURED ACCENT ARCH BLOCKS. RE: D RECESSED BRI, TINTED INSUU IN ALUMINUM GALV. GUTTER DOWNSPOUTS` IV/I,vI nV I VI \LV JI VI\L LINTELS 1 WEST ELEVATION 1/$° = 11-011 RIDGE VENT COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES RECESSED BRICK 12 HEADER COURSE \ 7.51 TRUSS BRG H I o _ � I 1. ( 5 w e _ FIN. FLR. 2'-0" X 2'-0" BRICK — COLUMN W/ MANF. STONE BASE AROUND STEEL COLUMN - TYPICAL AT DRIVE THRU CANOPY COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES 12 7.5F OVERHEAD © III_ III�IIlIlU111111111111111111111111111111111111111111111111111111111111WIIIIIiII11I1111111111111111111i1��I11II11U1 �,�© DELIVERYSYSTEM Emmil ZSTEEL ;. a Is SOLDIER1 PIPE BOLLARDS VERIFY1 1 1 SIZE 1' ' BANKING EQUIPMENT BY OTHERS BEYOND BRICKFire Dept. Final Ins TINTED INSULATING CLASS IN Da ALUMINUM STOREFRONT WINDOW NORTH ELEVATION 12 7.5 PAINT GRIP GALV. SIDE WALL FLASHING LET INTO BRICK VENEER. PAINT TO MATCH BRICK v EXHAUST VENT -RE: MECH. 5 r PAINT TO MATCH TRIM COLOR V) PAINTED METAL PANEL, REFER: Gi DETAIL 6&7/A-6 — Lo C EA PAINT GRIP GALV. GUTTER AND DOWNSPOUTS FIN. FLR. h BOOT D.S. TO CURB RECESSED BRICK HEADER COURSE MANUFACTURED STONE BASE 10'-0'I HOLD MIN. m MOM O SOUTH ELEVATION Fire Dept. Final lnspM��.�,. � 5 u 12 17.5 -5 RECESSED BRICK SOLDIER COURSE BOOT D.S. TO CURB STEEL PIPE BOLLARDS - VERIFY LOCATION AND SIZE BRICK VENEER DRIVE -UP BANKING EQUIPMENT BY OTHERS OVERHEAD DELIVERY SYSTEM' TR FIN. FLR. 12 7.5 w U- w LOCATION- VERIFY W/ VENDOR- COORDINATE W/ BASE DETAIL COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES SIGNAGE BY OTHERS BRICK ARCH CONSISTING OF BOTTOM HEADER COURSE WITH TWO CUT SOLDIERS AND TOP HEADER COURSE - REFER TO DETAIL MANUFACTURED STONE ACCENT ARCH SPRING BLOCKS. RE: DETAIL 6, TOP OF ARCH ■ OEAST ELEVATION W MANUFACTURED STONE ACCENT ARCH SPRING BLOCKS. VERIFY DIMENSIONS m 1 WITH BRICK COURSING I 1 I N I I 1 I 1 1 I 1 FIN. FLR. 411 SPRING BLOCK RECESSED BRICK 41II HEADER COURSE MANUFACTURED ( 1 -0.. STONE VENEER BASE PLAN PLAN PLAN PLAN TINTED INSULATING GLASS IN ALUMINUM STOREFRONT MANUFACTURED STONE I 1 \ LINTELS 1 I -- 1 1 ELEV. A ELEV. B ELEV. C ELEV. D PAINTED MECH. VENT, REFER: DETAIL 6&7/A-6 3/4" RECESSED BRICK HEADER COURSE TYPICAL RECESSED SIGNAL FIXTURE TO BE CENTERED ON DRIVE-THRU LANE RECESSED ATM SIGNAGE COORDINATE ROUGH OPENING WITH SIGN VENDOR. RE: DETAIL TRUSS BRG.7/A- 3qy . EIFS O AND DRIVE THRU CANOPY V :D EXTERIOR SUSPENDED GYPSUM BOARD CEILING UNDER DRIVE THRU CANOPY 0o 1 0 5 a� � -4 � cif FIN. FLR. GALV. GUTTER AND DOWNSPOUTS CONCRETE CURB e t\ A, IVI AK,'yv? o /v,,, f 1 /Q11 _ 1 1-011 INTERPLAY J _ ARCHITECTURE . BRICK HEADER ENGINEERING_. COURSE INTERIOR DESIGN PROJECT MANAGEMENT E.I.F.S. AA Q04320 CA 8660 COMPOSITION SHINGLES ON 30# ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES 933 LEE ROAD, FIRST FLOOR '. ORLANDO, FLORIDA 3281,0' PH 407.645.5008 FX 407.629.9124 PAINT GRIP GALV. SEAL: SIDE WALL FLASHING LET INTO BRICK VENEER. PAINT TO MATCH c cs BRICK COLOR GUTTER AND DOWNSPOUTS BOOT D.S. 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DATE REMARKS 1 12-06-02 OWNER REV. 3 N 5 01-28-03 OWNER REV. 9 04-11-03 OWNER REV. 5 EIFS REVEAL DETAIL 1211 = 11.011 � a - BRICK VENEER M-A/501 6 BRICK BAND DETAIL 1211=11-011 30-MS03 U RECES' ■ a @ CORNER COLUMN PLAN DETAIL 1 1/2" = 1,-0" ■ I.w-ow 1-n LINE OF MASONRY ARCH ABOVE LINE OF MANUFACTURED STONE BULLNOSE BELOW STEEL STUDS - REFER TO STRUCTURAL 5/8" PLYWOOD SHEATHING STEEL COLUMN - REFER TO STRUCTURAL BRICK VENEER MASONRY VENEER WALL TIES LINE OF MASONRY ARCH ABOVE 0 STEEL STUDS - REFER TO STRUCTURAL LINE OF MANUFACTURED STONE BULLNOSE BELOW STEEL COLUMN - REFER TO STRUCTURAL MASONRY VENEER WALL TIES w CULUMN PLAN L)HAIL 1 1/2" = 1I-011 It 4Z, 5 1/2" 1'_1" V-4" 5 1/2" 8" .0-U505-A I 5 CORNER COLUMN PLAN DETAIL 5/8' PLYWOOD SHEATHING BRICK VENEER LINE OF CANOPY ABOVE STEEL STUDS - REFER TO STRUCTURAL LINE OF MANUFACTURED STONE BULLNOSE BELOW �--- STEEL COLUMN - REFER TO STRUCTURAL MASONRY VENEER WALL TIES 5/8" PLYWOOD SHEATHING BRICK VENEER LINE OF CANOPY ABOVE 1 1/2" = 11-011 —1— II I f Af fl n7f7lnAI IAI ATT!/\ TI Ir)I I 111A1 I nr)n1- N m 5/8 " GYPS ja-US06 4 STONE BASE DETAIL 1 1/2" = 11-011 5/8 " GYPS ja-US06 4 STONE BASE DETAIL 1 1/2" = 11-011 i■s A &IN 0 1 1 a W 0 m SINGLE PLY EPOM ROOFING MEMBRANE ON 1-1/2" RIGID INSULATION W/ TAPERED TO ROOF DRAIN �-- COMPOSITION SHINGELS ON #30 ROOFING FELT OVER PLYWOOD DECKING AMVOUTI AMSOUTH. 1 12 7'5 PRE - ENGINEERED BANK WOOD ROOF TRUSS - REFER TO 25.FL-C.D STRUCTURAL 4471 W. 1ST STREET BATT INSULATION- TYPICAL SANFORD, FL 13#-6" COPYRIGHT © 2002 TRUSS BRG. INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS 1 TO THE ORIGINAL SITE OR _ 5 PURPOSE FOR WHICH THEY WERE J PREPARED. REPRODUCTIONS, I I CHANGES OR ASSIGNMENTS ARE PROHIBITED. I I � I 0-0r PROJECT NO: 2002.0093 u i-111-I I III —urn n rI I —I I I i(flff= �T1 IIi - . FIN.FLR. I I-1 DATE: ---I I-1i III�I�II I III IIIII II III I I lul� Iu I iT�=77`I-TI1�-7ri - III-11 FINISH GRADE APR 1 1*200 . 111111TI1{ III I it I� —�I I I CONCRETE FOOTING- REFER TO STRUCTURAL A4 CONCRETE 1 SLAB - REFER TO STRUCT. CHECKED: ■ ■ ■ M001FIED:02/19/03 07:21:32 J:\A-J\AMSOUTH\2002.0093\02093A4,DWG 1/4'=1'-0' LESMG PLOTTED 04/10/03 11:44:43 J:\A-J\AMSOUTH\2002.0093\02093A4.DWG 1/4'=1'-0'. LESNAG , ■ 0 ■ 38-WSO 1 B PRE ENGINEERED WOOD ROOF TRUSS - REFER TO STRUCTURAL COMPOSITION ROOFING SHINGLES ON 30# ROOFING FELT \ NOTE: 12 REFER TO ELEVATIONS AND 7.5 r i STRUCTURAL DRAWINGS FOR BATT INSULATION ROOF SLOPE Ak 13'-6" TRUSS BEARING I I I GALVANIZED BREAK METAL 5/8 GYPSUM BOARD OVER 2X6 (TYP. 3/4 " RECESSED BRICK HEADER COURSE 3/4 " RECESSED 3 SOLDIER BRICK COURSE. (IA4.3 BRICK VENEER — 5/8" PLYWOOD SHEATHING --_, D D 6" STEEL STUDS -- REFER TO STRUCTURAL Li: BATT INSULATION BITUMINOUS DAMPPROOFING co OVER SHEATHING AND WALL TIES 3/4 RECESSED HEADER BRICK COURSE m MANUFACTURED STONE / a, BULLNOSE CAP 6" 6" m> z \ ►'-o" j o 00 � cv � u z SUSPENDED LAY -IN ACOUSTICAL TILE CEILING I ( FIN. FLOOR I —• -- — — CONCRETE SLAB OVER ° VAPOR BARRIER - RE: TO STRUCTURAL �`�n` 10 CONCRETE FOOTING RE: /� l TO STRUCTURAL I I I I \ 2 A5 lO WALL SECTION 3/4'. = I 1-0" Ja—orOIS FIN. FLR. FIN. GRADE 38-DTO3B NOTE: REFER TO. ELEVATIONS AND 2 X4 WOOD BLOCKING STRUCTURAL DRAWINGS FOR AS REQUIRED I ROOF SLOPE 12 CONTINUOUS 7, 5� 5/8 " PLYWOOD ROOF DECK METAL FLASHING GALV. METAL GUTTER _ PRE-ENGINEERED WOOD ROOF (PAINT TO MATCH E.LF.S. TRUSS - REFER TO STRUCTURAL FINISH COLOR) i 1_ — — - I 6" BATT INSULATION 3 SECTION AT ROOF GUTTER > 1/211 =1'-011 BRICK VENEER — BRICK VENEER 3/4 RECESSED HEADER Of COURSE w w 7-1 > 4"H X 16" W X 6" THK. - NOMINAL MASONRY MANUF. STONE WATERTABLE m W/ BULLNOSE DETAIL MASONRY VENEER WALL TIES 5/8" PLYWOOD SHEATHING 8"H X 24" W X 4" THK. — NOMINAL MASONRY MANUF, STONE N 6" STEEL STUDS MASONRY VENEER WALL TIES — BITUMINOUS DAMPPROOFING OVER SHEATHING AND WALL TIES WEEPS AT 4"-0" O.C. ` z CONTINUOUS VINYL FLASHING - GROUT SOLID CONCRETE FOOTING - REFER TO STRUCTURAL O2 SECTION AT FLOOR SLAB 3 5/8." NONFINISHED GYPSUM BOARD 5/8 " GYPSUM BOARD 2 X6 WOOD BLOCKING BATT INSULATION i/8" PLYWOOD SHEATHING W/ BITUMINOUS DAMPPROFING ON EXTERIOR FACE. 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SEALANT BOTH SIDES CL u: STEEL LINTEL ANGLE - 2 X WOOD BLOCKING Lz ¢ CONSULTANT: REFER TO STRUCTURAL w DETAIL FOR ATTACHMENT 5 CONTINUOUS SEALANT Z Li o Q o C) 6' BRICK VENEER BEYOND ALUMINUM STOREFRONT WINDOW FRAME m 1" TINTED INSULATING `D GLASS Elf 2" 4 /2" REVISIONS: NO. DATE REMARKS e-omao 4 WINDOW HEAD DETAIL 1 1 /2° =1'-0° 1 12-06-02 OWNER REV. 5 01-28-03 OWNER REV. 6„ 6,. BATT INSULATION BRICK VENEER 5/8 " GYPSUM BOARD 5/8" PLYWOOD SHEATHING 6" STEEL STUDS - REFER TO TRUCTURAL A BITUMINOUS DAMPPROOFING ■ OVER SHEATHING AND WALL P.T. 2 X10 WOOD BLOCKING TIES MANFUFACTURED CONTINUOUS SEALANT STONE BASE BEYOND _ ALUMINUM STOREFRONT WINDOW FRAME 2„ 1" TINTED INSULATING GLASS b WINDOW JAMB DETAIL /2�P = ,_o�� 6 MIL VAPOR BARRIER CONCRETE SLAB - REFER TO 6" 6" STRUCTURAL FACE OF MANFUFACTURED 2 FACE OF STONE BASE BEYOND I MTL. STUD BEYOND METAL FLASHING 1" TINTED INSULATING GLASS AMSOUTH SET IN SEALANT. COLOR TO MATCH I ALUMINUM STOREFRONT STOREFRONT I WINDOW FRAME BANK SEALANT BOTH SIDES I FIN. FLR, \ P.T. BLOCKING 25.FL-C.D 4477 W. 1 ST STREET CONTINUOUS VINYL FLASHING w \ �� o a —. — — —p �- — — — — SANFORD, FL COLOR TO MATCH STOREFRONT ? a MANFUFACTURED \\ Q 00O COPYRIGHT ©2002 STONE SILL 4 I (I INT. LC RESERVES a 4 ( OERPLAN PYRIGHTL & OTHER RIGHTS III 4 III III I I RESTRICTING THESE DOCUMENTS 4 III III III TO THE ORIGINAL SITE OR WEEPS AT 4'-0" O.C. ° a I PURPOSE FOR WHICH THEY WERE a a III III I PREPARED. REPRODUCTIONS,, . GROUT SOLID — — a ! I i CHANGES OR ASSIGNMENTS ARE III I I , I III III I PROHIBITED. III LIT— �a 0 t I CONCRETE FOOTING - REFER TO III III I I I III- /SL`ALANT BOTH t STRUCTURAL P P , ,III SIDES \ / METAL FLASHING 1„ / SET IN SEALANT. ,1 PROJECT NO: 2002,0093 COLOR TO MATCH ` 3 ' STOREFRONT DATE: P I APR. 1 j 2003 �\ i 5 SECTION AT WINDOW SILL > 1/2" =1'-0" / A5 v 38-DT04B CHECKED: } W01FiEV . PLOTTED 02/19/83 10:34:33 J:\A-J\AMSOUIH\2002.0093\01093A5.DWG 1 1/2'=1'-0' LESNAG I. 5/8 " GYP' TREATED 2) WOOD BLO( ■ CONTINUOL SEALANT .se-orm ■ 1'-0. LUVL V1 1 LVVI\ JLrAV 5 lO SECTION AT ENTRY DIAGONAL BRACING BOTTOM OF 5/8 " GYP. BATT INSUU SUSPENDED CEILING 2 X WOOD 1 1 /211 = 1'-011 2 SECTION AT STOREFRONT SOFFIT J8-0r068 1'-6" 1 1 /211 = 11-011 9" STEEL STUDS ANCHORED WOOD TRUSSES ABOVE NTINUOUS 2" LINEAR VENT R INSULATION 3 " EXT. GRADE GYP BOARD INT) SUSPENDED ON ZRING SYSTEM. ATTACH STRUCTURE ABOVE PLYWOOD SHEATHING Ai TINUE TO TRUSSES E.I.F.S. ,LANT- TYP. BOTH ES MINUM STOREFRONT TINTED INSULATING SS TRANSOM COMPOSITION SHINGLES ON 30 ROOFING FELT OVER PLYWOOD DECKING WITH PRE-ENGINEERED WOOD TRUSSES 3 A2 I 16'-6" 3/4 " RECESSED BRICK HEADER — COURSE PRE-ENGINEERED WOOD ROOF TRUSS - REFER TO Z3 STRUCTURAL Ai i LZ 5/8" PLYWOOD SHEATHIN d i BRICK VENEER a i M -V-OrO78 m 13'-6" TRUSS BEARING STEEL BEAM - REFER TO STRUCTURAL STEEL OUTRIGGING, RE: TO STRUCTURAL CONTINUOUS 2" LINEAR VENT DOUBLE SOLDIER BRICK ARCH CONT. VINYL ----__ FLASHING WEEPS 4'-0" ----__ CONTINUOUS SEALANT STEEL LINTEL REFER -� TO STRUCTURAL ROLLED STEEL PLATE RE: STRUC. PAINT TO MATCH BRICK COLOR STEEL TUBE REFER —� TO STRUCTURAL LINE OF BRICK — n ARCH BEYOND ROLLED STEEL CONTINUOUS PLATE BEYOND. PROVIDE SEALENT AT JOINTS AND SAND SMOOTH ALL WELDS FOR SMOOTH APPEARANCE. PAINT TO MATCH BRICK COLOR MANUFACTURED STONE ACCENT ARCH SPRING BLOCKS BEYOND z LINE OF BRICK E2 PILASTER BEYOND a- (N 2 V Q V-6" 5/8 " EXT. GRADE GYP. BOARD (PAINT) SUSPENDED BY #9 WIRE WRAPPED AROUND TRUSSES TO 16go. C.R.C. @ 4' ON CENTERS WITH 20go HAT CHANNEL ® 16" ON CENTER. % I 10 r- I 1'-0" ol CONTINUOUS SEALANT - TYPICAL 1 11 1 JE Ir�OfO FC����__1 1'-6" 1 1'-6" 3'-0" O3 SECTION AT STOREFRONT SOFFIT 1 1 /21I = 11-011 N ■ ■ 1 Ai INTERPLAN 5/8" PLYWOOD SHEATHING ARCHITECTURE: BITUMINOUS DAMPROOFING ENGINEERING' INTERIOR DESIGN PROJECT MANAGEMENT: LINE OF MANUFACTURED STONE AND BRICK VENEER 00432Q ... ... __:_ . CA8660 _..._ . _,....._. "- 6" STEEL STUDS. RE: STRUC LINE OF MANUFACTURED 933 LEE ROAD, FIRST FLOOR STONE BULLNOSE BELOW ORLANDO, FLORIDA 32010 PH 407.645.5008 FX 4107.629,9124_:' BATT INSULATION 6" STEEL STUDS SEAL: QRE: STRUC. tr 5/8" PLYWOOD SHEATHING MASONRY VENEER WALL TIES 6" 6" Ja-oro1'-0" 2" es CONSULTANT, 5 BUILDING CORNER DETAIL 1 1/211 = 11_01I 6„ 6" MASONRY VENEER WALL TIES BRICK VENEER 1 5/8" PLYWOOD SHEATHING REVISIONS: NO. DATE REMARKS 6" STEEL STUDS. RE: STRUC t 12-06-02 OWNER REV. 5 01-28-03 OWNER REV. BATT INSULATION 5/8 GYPSUM BOARD "I I ELL il BITUMINOUS DAMPPROOFING 3/4 " RECESSED 3/4" BRICK SOLDIER COURSE VINYL FLASHING SEALANT STEEL LINTEL ANGLE ■ 1 RE: TO STRUCTURAL 2 X WOOD BLOCKING ANSOM 5 HOLLOW METAL DOOR CONTINUOUS SEALANT FRAME PAIT TO MACH TRIM HOLLOW METAL FIXED PANEL GYPSUM BOARD (LOUVER AT MECH RM. JAMB BEYOND VERIFY W/ MECH. - PAINT 0 MATCH TRIM) a ,u-oro9s b DOOR HEAD DETAIL 1 1/2', = 11-o° A MASONRY VENEER WALL TIES BRICK VENEER 5/8" PLYWOOD SHEATHING 6" LT. GA. STEELL STUDS. RE: STRUC BATT INSULATION - 5/8 " GYPSUM BOARD -AM U H BANK 25,FL-C,D 4411 W, 1 ST STREET SANFORD, FL - COPYRIGHT © 2002 BITUMINOUS DAMPPROOFING INTERPLAN LLC RESERVES . COPYRIGHT & OTHER RIGHTS . RESTRICTING THESE DOCUMENTS LINE OF MANUFACTURED TO THE ORIGINAL SITE OR STONE BULLNOSE CAP BELOW PURPOSE FOR WHICH THEY WERE t=� PREPARED. REPRODUCTIONS; CHANGES OR ASSIGNMENTS ARE CONTINUOUS SEALANT PROHIBITED, BOTH SIDES TREATED 2 x WOOD BLOCKING -' 5 HOLLOW METAL DOOR CONTINUOUS SEALANT FRAME - 3 ANCHORS PER JAMB PAINT TO MATCH TRIM HOLLOW METAL DOOR PAINT TO MATCH TRIM M-DTIOB PROJECT NO: 2002=93 7 DOOR JAMB DETAIL 1 1/2' = 11-0° DATE: J u 8" BRICK VENEER01 2" 6" BRICK VENEER 3/4 " zRECESSED HEADER > COURSE Y U 6= V) Z w m w z 0 1-- (N 0 w a Za I FIN. FLR. lD -0.50 RE: CIVIL V8" PLYWOOD SHEATHING MANUFACTURED STONE WAINSCOT W/ BULLNOSE DETAIL MASONRY VENEER WALL TIES BITUMINOUS DAMPPROOFING OVER SHEATHING AND WALL TIES + + + + I. + m 5/8 " GYPSUM BOARD BATT INSULATION 6" STEEL STUDS RE: STRUCTURAL ■ + + 1, 12' ' 6" PVC.TO GUTTER 6" DOWNSPOUT NOZZLE + T JAY R. SMITH # 1770 + + + + RESILENT BASE - + + + REFER TO FINISH PLAN CONTINUOUS VINYL FLASHING + CONCRETE SLAB -REFER TO + + STRUCTURAL WEEPS AT 4"-0" O.C. WEEPS + + TO FOLLOW SLOPE OF CURB + 6 MIL VAPOR BARRIER CONTINOUS SEALANT + CONCRETE SLAB AND CURB i : FIN. 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II , 3/8" CONT, DRIPIT 3/4 "RECESSED U.BRICK HEADER COURSE I I II II I I 1 N Q 38-DT37-A CV BRICK COLUMN BEYOND Im I I I II it 1'-4" 8" 3 SECTION AT DRIVE THRU CANOPY 5/8 " EXT. GRADE GYP. BOARD (PAINT) SUSPENDED BY #9 WIRE WRAPPED AROUND TRUSSES TO 16go. C.R.C. @ 4' ON CENTERS WITH 20go HAT CHANNEL @ 16" ON CENTER. 2" FRY 1680-V CONT. LINEAR VENT 1" EIFS ON 1/2" GYPSUM SHEATING 1 1/2° = 1'-0° -IARDWOOD TRIM W/ PLASTIC LAMINATE NO. 3 DN ALL EXPOSED SIDES MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 ADJUSTABLE SHELF WITH PLASTIC LAMINATE NO. 3 1/4 " BACKING PANEL WITH PLASTIC LAMINATE NO. 3 NOTE: REFER TO ROOM FINISH PLANS FOR FINISHES AND COLORS. HARDWOOD TRIM W/ LAMINATE NO. 3 ON ALL EXPOSED SIDES WALL FACE MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 1 1 /211 = 11-011 a FORM FLASHI PAINT GRIP GALV. FLASHI (PAINT TO M) ROOF COLOI COUNTER Fl7 COMPOSITIOP ASPHALT SIN OVER DECKIP NOTE: SLOPE TAPER INSULATION 1 .m-Ort5 M-OT 16 O5 DETAIL AT ROOF 6 DETAIL AT ROOF DRAIN 1 1/211 = 11-011 PLASTIC LAMINATE NO. ADJ. SHELVING . MICROWAVE OVEN VERIFY SIZE PRIOR TO FABRICATION MONITOR PAPER TOWEL .DISPENSER TA6 MO NSTALL 4'- 0" CL. OF SLOT MICROWAVE OVEN OUTLET MONITOR OUTLET AND DATA PORT PLASTIC LAMINATE NO. I COUNTER AND BACKSPLASH STAINLESS STEEL SINK - REFRIGERATOR OUTLET - HARDWARE TO BE 4" WIRE PULL - TYPICAL. RE: SPECIFICATIONS PLASTIC LAMINATE NO. 1 BASE CABINETS. 5 4 A-►i SIM. a -II AMSOUTH / BANK 4477 W. 1ST STREET. \ SANFORD, FL FI COPYRIGHT @ 2002 INTERPLAN LLC RESERVES I m COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE _ i I j / I I \ ✓ I I \ PREPARED. REPRODUCTIONS, = CHANGES OR ASSIGNMENTS ARE PROHIBITED, 7 ELEVATION @ WORKROOM 111 1/21-011 AF 11 -7 n ■ ■ E 6 Ai 38-EL02A u ELEVATION @ CONFER ENCE 112" = 11-0" SUSPENDED LAY -IN ACOUSTICAL TILE CEILING - REFER TO SPECIFICATIONS 5/8 " GYPSUM BOARD ON 3 5/8 " METAL STUDS - REFER TO PARTITION. SCHEDULE FOR PARTITION TYPE SUSPENDED LAY -IN ACOUSTICAL TILE CEILING - REFER TO SPECIFICATIONS 2X WOOD BLOCKING AS REQ'D SEALANT BOTH SIDES PREFINISHED ALUMINUM S) STOREFRONT SYSTEM 1/4 " CLEAR 00 TEMPERED GLASS NOTE: REFER TO FINISH PLANS FOR MATERIAL, FINISHES, 2-0121 AND COLORS 2 STOREFRONT HEAD DETAIL 3" = 1'-o" NOTE: REFER TO FINISH PLANS FOR MATERIAL, FINISHES, & COLORS. SEALANT BOTH SIDES 2X WOOD BLOCKING AS REQ'D 5/8 " GYPSUM BOARD ON 3 5/8 " DRYWALL STUDS - REFER TO PARTITION SCHEDULE FOR PARTITION TYPE PREFINISHED ALUMINUM STOREFRONT SYSTEM 1/4 " CLEAR TEMPERED GLASS M-DU9 3 STOREFRONT HEAD DETAIL 3" = 1'-0" m-or e METAL DRYWALL FRAMING W/ 5/8" GYP. BD, BOTH SIDES 2X WOOD BLOCKING AS REQ'D H.M. FRAME PAINTED DOOR, REFER TO SCHEDULE - NOTE: REFER TO FINISH PLANS FOR MATERIALS, FINISHES, AND COLORS 4 H,M, DOOR JAMB HEAD CONDITION SIMILAR id-orso G SS - TYP. 1/4 " CLEAR TEMPERED GLASS PREFINISHED ALUMINUM STOREFRONT SYSTEM NOTE: REFER TO FINISH PLANS FOR MATERIAL, FINISHES, AND COLORS O5 STOREFRONT DETAIL 3"= 1'-0" PAINTED GYPSUM FURR DOWN TYPICAL REFER TO DETAIL 3/A-2 PAINTED HOLLOW METAL DOOR FRAME - TYPICAL. STAINED FLUSH WOOD DOOR- TYP. 4".RESILIENT BASE - RE: FINISH SCHEDULE DOOR, REFER TO SCHEDULE "CLEAR II TEMPERED PERED GLASS PREFINISHED ALUMINUM STOREFRONT SYSTEM NOTE: REFER TO FINISH PLANS FOR MATERIAL, FINISHES, & COLORS. 38-0rn 6 STOREFRONT JAMB DETAIL 3" =1'-o" M-001 1 4 " CLEAR T MPERED GLASS PREFINISHED ALUMINUM STOREFRONT SYSTEM NOTE: REFER TO FINISH PLANS FOR MATERIAL, FINISHES, AND COLORS 7 STOREFRONT CORNER DETAIL 3" = 1'-01' 1/4 " FRAM MIRROR . 4"x4" WALL RE: FINISH I -b 5'-9" e MINATE NO, 3 P AND H WINATE NO. 3 CREEN 10 ELEV. AT COUPON CNTR. ra-onu A 0 6 _g 5'-4 1/2" PLASTIC LAMINATE NO. 2 WRITING SURFACE CHECK WRITING ACCESSORY FURNISHED BY OWNER INSTALLED BY G.C. Ai 59 1 LAN OF CHECKSTAND 3l4" = 1'-0" Ob FRONT ELEV. 0IF PLASTIC LAMINATE NO. 3 PRIVACY SCREEN BEYOND WITH 9" RADIUS PLASTIC LAMINATE NO. 3 V-6" ON 2 LAYERS 3/4 " PLYWOOD-TYP. FASTEN 1x FRAMING TO WALL BEYOND - PROVIDE BLOCKING I N WALL LINE OF VERTICAL SUPPORT PANEL BEYOND FINISH FLOOR 2O SECT. AT COUPON CNTR. i to IJe-on#s to N N \ _ PLASTIC LAMINATE NO. 2 WRITING SURFACE _ N \ tD REVEAL-PTYPICALLASTIC LAMINATE N0. 4 PLASTIC LAMINATE NO. 3 3/8 " PLASTIC -LAMINATE NO. 4 REVEAL- TYPICAL PLASTIC LAMINATE NO. 3 05 SIDE ELEV OF CHECKSTAND PLASTIC LAMINATE NO. 2 WRITING SURFACE 3/8 " PLASTIC LAMINATE NO. 4 REVEAL- TYPICAL PLASTIC LAMINATE NO. 3 WRITING SURFACE PLASTIC LAMINATE NO. 3 3/8 " PLASTIC LAMINATE NO. 4 REVEAL- TYPICAL CHECKSTAND ■ PLASTIC LAMINATE NO. 2 ON 2 LAYERS 3/4" 1'-6" PLYWOOD-TYP: �-- 2X BLOCKING AT LOCATION OF STEEL SUPPORT BRACKET (2) 1/4"x1"x12" PLATE STEEL WELDED TO FORM 90' ANGLE FASTENED TO BLOCKING IN WALL oo AND SOLID BLOCKING IN COUNTER AT ANGLE LOCATION FINISH FLOOR 08 SECT. AT ACCESSIBLE COUNTER i u2° = v° -o 2'-6" 8" V-2" 8" 07 SECT, AT CHECK Si INTERPLAN'_j ARCHITECTURE ENGINEERING x` INTERIOR DESIGN,: PROJECT MANAGEMENT AA 004320 ' CA 8660 933 LEE ROAD, FIRST FLOOR Q ORLANDO, FLORIDA 32610 PH 407.645.5008,. FX 407,629.9124; SEAL: © y NZ- Lrl r„jILI1LV IV CONSULTANT: AND SOLID BLOCKING IN COUNTER AT ANGLE LOCATION 9 ELEV. OF ACCESSIBLE CNTR, sia° = r-a° PROVIDE 3/4 " PLYWOOD SLOPED SIDES ALL FOUR SIDES WASTE DOOR PLASTIC LAMINATE NO. 2 ON 2 LAYERS OF 3/4 - PLYWOOD WITH HARDWOOD EDGE BAND PLASTIC LAMINATE NO. 3 ON 3/4 "PLYWOOD CLIP ON PANEL. 3/8 "PLASTIC LAMINATE NO. 4 REVEAL- TYPICAL 2X WOOD BLOCKING PLASTIC LAMINATE NOA ON VERTICAL FACE OF REVEAL ONLY-TYP. PLASTIC LAMINATE NO. 3 ON 3/4 °PLYWOOD 9" X 14" TRAP DOOR W/ CONT. PIANO HINGE AN MOUNTED BOLT LA D SURFACE TCH PAINT WASTE AREA BLACK PLASTIC LAMINATE NO. 3 BEYOND 3/8 "PLASTIC LAMINATE NO. 4 REVEAL- TYPICAL PLASTIC LAMINATE NO. 3 BEYOND NOTE: ALL EXPOSED SURFACES TO RECEIVE PLASTIC LAMINATE NOTE: PLASTIC LAMINATE NO. 4 VERTICAL FACE OF ALL REVEALS- TYPICAL AND BASE 1 1/211 = 1-a' 17 ■ PLASTIC COUNTEI BASE C) PLASTIC REMOVAI VERIFY WITH EC 36 BLACK PLASTIC 2" GROMMET AT WORK SURFACE - TYP. IF APPLICABLE; RE: ELECTRICAL PLASTIC LAMINATE NO. 3 NOTCH COUNTERTOP AT DEAL DRAWER LOCATION PROVIDE PAINTED WOOD TRIM BELOW TO CLOSE ALL GAPS FUTURE LOCATION FOR CASH MACHINE, VERIFY W/ OWNER NOTE: CONTRACTOR TO VERIFY. ALL DIMENSIONS AND REQUIREMENTS WITH WINDOW AND EQUIPMENT VENDOR PRIOR TO CONSTRUCTION PLASTIC LAMINATE NO. 3 WORK SURFACE LINE OF UNDER COUNTER STEEL BANKING EQUIPMENT TYPICAL EACH TELLER PLASTIC LAMINATE NO. 3 SIDE PANELS. RE: FINISH PLANS BLACK PLASTIC 2" GROMMET AT WORK SURFACE, ONE PER TELLER STATION SPACED EQUALLY. RE: ELECTRICAL PLASTIC LAMINATE NO. 2 TRANSACTION TOP RE: FINISH SCHEDULE 1 TELLER LINE CLAN 1/211 E.11-011 CV OPEN to lo m I I I I I CD 0a 8 A9 5'-21' 5'-1 1/2" 5'-1 1/2" 5._2" 30-OT41 2 ELEVATION - HRONT TELLER LINE 5'-2„ 30-OT42 5'-1 1/2" 5'-1 1/2" 3 ELEVATION - BAR TELLS <' LINE 1/2" . 1'-�" 1/2" ■ 11_011 FAI PLASTIC LAMINATE NO. 2 TRANSACTION TOP 3/8 " REVEAL PLAM NO. 4 PLASTIC LAMINATE NO. 3 ON 3/4 " PLYWOOD PANEL. RE: FINISH SCHEDULE 3/8 " REVEAL PLASTIC LAMINATE NOA - TYPICAL 6" PLASTIC LAMINATE NO. 3 BASE NOTE: REFER TO ROOM FINISH PLANS FOR ALL MATERIALS, FINISHES, AND COLORS. 5'-2" PLASTIC LAMINATE NO. 2 TRANSACTION TOP REMOVABLE PANEL-TYP. PLASTIC LAMINATE NO. 3 WORK SURFACE UNDER COUNTER STEEL BANKING EQUIPMENT BY OWNER POWER OUTLET AND DATA OUTLET RECCESSED INTO MILLWORK TYP. All FOUR STATIONS ELECTRICAL OUTLET EACH SIDE OF REMOVABLE PANEL - REFER TO ELEC NOTE: REFER TO ROOM FINISH PLANS FOR ALL MATERIALS, FINISHES, AND COLORS. INTERPLAN ARCHITECTURE 3/4" 1'-4 3/4" t'-7 1/4" ENGINEERING INTERIOR DESIGN r . y PLASTIC LAMINATE NO. 2 PROJECT MANAGEMENT CAP BEYOND W/ 3/8 " REVEAL. PLASTIC LAMINATE NO. 2 RE: FINISH PLANS AA004320 TRANSACTION TOP CA 8660 PLASTIC LAMINATE NO. 4 N 3/8 " REVEAL - TYPICAL PLASTIC LAMINATE NO. 4 PLASTIC LAMINATE NO. 3 3/8 " REVEAL - TYPICAL-----\ DIVIDER PANEL BEYOND. .933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 RE: FINISH PLANS PH 407.645.5008 FX 407.629.9124 rl 00 2 X 6 WOOD BLOCKING M NOTE: PLASTIC LAMINATE ON COUNTERTOP, EDGE AND SPLASH SEAL: PLASTIC LAMINATE NO. 3 = ON 3/4 " PLYWOOD CLIP PLASTIC LAMINATE NO.3 OVER ON PANEL. RE: FINISH SCHEDULE O 2 LAYERS 3/4 " PLYWOOD WITH HARDWOOD EDGE RIP PLASTIC LAMINATE NO. 4 T PLASTIC LAMINATE 3/8 REVEAL - TYPICAL I I N0.3 EDGE I. 3/4 " PLYWOOD BACKING I I t 1/2 " DIA. HOLE 00 1 I ( W/ BLACK PLASTIC GROMMET o ■ r m m I I I CONSULTANT: 2 X 6 WOOD FRAMING I I 3/4 PAINT GRADE PLYWOOD ® 24" O.C. I I W/ REMOVABLE PANEL PLASTIC LAMINATE NO. 4 r- I I TYPICAL- UNDER COUNTER co 3/8 " REVEAL - REFER \ I I I TO BE PAINTED Ln TO DETAIL I I I m L - I BANKING EQUIPMENT BY I I OTHERS `�' I PROVIDE HOLES CUT ELECTRICAL OUTLET a' THROUGH 3/4 " PLYWOOD I I EACH SIDE OF REMOVABLE SUPPORT FOR ELECTRICAL I I PANEL - REFER TO ELEC WIRING - RE: ELECTRICAL I i I I PLASTIC LAMINATE NO. 3 I I in ON 3/4 " PLYWOOD. I I RE: FINISH PLANS REVISIONS: L_—_________J PLASTIC LAMINATE NO. DATE REMARKS NOA ON 1 12-06-02 OWNER REV. VERTICAL 5 02-28-03 OWNER REV. JB-Df40 - FACE OF 9 04-11-03 OWNER REV. REVEAL ONLY-TYP. SECTION AT TELLER LINE 1 1/2" = 1'-0" /A s mmf�_.mt. �■ THRU REMOVABLE PANEL 4477 W. j $j STREET (BASE 2 4 CABINETS SANFORD, FL ONLY) ■ SIM. COPYRIGHT © 2002 INTERPLAN LI C RESERVES .i BASE CABINETS- VERIFY COPYRIGHT & OTHER RIGHTS, DIMENSIONS WITH n _ — — — - — ,g � _ _ _ _ _ _ RESTRICTING THESE DOCUMENTS VENDOR EQUIPMENT a — — z — — ¢ v TO THE ORIGINAL SITE OR LL w I o I_ I w 0- /I �\ PURPOSE FOR WHICH THEY WERE o- '`' o PREPARED. REPRODUCTIONS, . PLASTIC LAMINATE NO. 3 / \ / \ / \ SUPPORT END PANELS- VERIFY I I o I I = _ — _ _ — _ _ — _ = CHANGES OR ASSIGNMENTS ARE DIMENSIONS WITH �,, I I �, \ PROHIBITED, N VENDOR EQUIPMENT „ FUTURE LOCATION FOR CASH MACHINE, VERIFY W/ OWNER NOTE: CONTRACTER TO VERIFY 2'-5" VERIFY 10'-10 1/2" VERIFY EQUIPMENT LAYOUT 7'-3 1/2" VERIFY ALL DIMENSIONS AND REQUIREMENTS WITH BANK .EQUIPMENT VENDER WITH WINDOW AND EQUIPMENT VENDOR PRIOR TO CONSTRUCTION 20'-7" VERIFY NOTE: PLASTIC LAMINATE NO. 3 REMOVABLE FILLER PANEL PROJECT NO: 2002.0093 REFER TO ROOM FINISH PLANS FOR ALL VERIFY DIMENSIONS WITH EQUIPMENT VENDER MATERIALS, FINISHES, AND COLORS. DATE: • a N JO-DTLOJ Am . Al 0 5 ELEVATION - DRIVE TH U COUNTER 1/211 = 11-011 CHECKED: MODIFIED PLOTTED: 04/10/03 11:44:25 J:\A-J\AMSOUTH\2002.0093\02093A10.DWG 1/2'=1'-0' LESNAG A 9 PLASTIC LAMINATE NO. 3 WINDOW SILL CUT OPENING IN COUNTERTOP „! PLASTIC LAMINATE N0. 3 FOR DEAL DRAWER COUNTER AND SPLASH I I I ( I NOTE: CONTRACTER TO VERIFY PNEUMATIC TUBES BY BANK I I I ( I ALL DIMENSIONS AND REQUIREMENTS AMSOUTH EQUIPMENT VENDOR 9 I I I I I I WITH WINDOW AND EQUIPMENT VENDOR PRIOR TO CONSTRUCTION TELLER WINDOW BY VENDOR - I I I I I I BANK I I I I I 2" PLASTIC GROMMET 25 FL C D TELLER EQUIPMENT - NOTE: CONTRACTER TO VERIFY ALL DIMENSIONS AND REQUIREMENTS (BASE I I I I I WITH WINDOW AND EQUIPMENT 4 CABI ETS I I I I I I VENDOR PRIOR TO CONSTRUCTION _� NLY $ L J L J L J SIM. _ 1 PLASTIC LAMINATE NO 3 ■ ■ 4 _1 I II II II EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 3-DT33 9'-9 1 /2" VtNR T I E L E V- COUNTER AT WORKROOM PLASTIC LAMINATE NO. 3 '- OPEN SHELVES i] PLASTIC LAMINATE NO. 3 COUNTERTOP AND BACKSPLASH PLASTIC LAMINATE NO.3 BASE CABINETS AND DRAWERS NOTE: REFER TO ROOM FINISH PLANS FOR ALL MATERIALS, FINISHES AND COLORS 1/211 = 1'-011 2" BLACK PLASTIC GROMMET THRU COUNTER TOP 2'- 1 1/4' MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 A �r i-- LINE OF BASE CABINET BEYOND 0 J O tb � =r it w -,� NOTE: ALL EXPOSED SURFACES 38-DT37-B TO RECEIVE PLASTIC LAMINATE 2 C,45INET SECT PLASTIC LAMINATE NO. 3 ADJUSTABLE SHELVING PLASTIC LAMINATE NO. 3 FIXED HORIZONTAL MEMBERS \ W/ BLACK PLEXIGLASS ADJUSTABLE VERTICAL 1 DIVIDERS PLASTIC LAMINATE NO. 3 FIXED VERTICAL SUPPORTS FOR SHELVING 1 3/8" 2" O.C. EQ. EQ. REMOVABLE MEDIUM DENSITY FIBERBOARD PANEL WITH PLASTIC LAMINATE NO. 3 1/4 BACKING PANEL MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 HARDWOOD EDGE BANDING WRAP W/ PLASTIC LAMINATE NO, 3 BASE, REFER TO FINISH PLANS 1 1/2" = 1'_011 1'-6" DEEP V-0" DEEP W/6" FURRING 0 EQ. EQ. EQ. ■ ■ HARDWOOD TRIM W/ PLASTIC LAMINATE NO. 3 ° ON ALL EXPOSED SIDES o 'L MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 ° ADJUSTABLE SHELF WITH 0 o PLASTIC LAMINATE NO. 3 1/4 " BACKING PANEL WITH ° ° o PLASTIC LAMINATE NO. 3 ° ° NOTE: REFER TO ROOM FINISH PLANS FOR FINISHES AND COLORS. HARDWOOD TRIM W/ LAMINATE NO. 3 ON ALL EXPOSED SIDES WALL FACE 2'-1 1/4" MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 N \ 3/4 " HARDWOOD DRAWER FRONT W/ PLASTIC LAMINATE NO, 3 ON OUTER FACE AND EDGES OF DRAWER i/4 " PLYWOOD ® DRAWER — ADJUSTABLE STANDARDS -- MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 1/4 " BACKING PANEL WHITE CABINET LINER, TYP HARDWOOD EDGE BANDING WRAP W/ PLASTIC LAMINATE NO. 3 3" '—BASE, REFER TO FINISH PLANS 38-DT37 NOTE: BREAK ROOM 51MILAR BUT WITH PLASTIC LAMINATE 01 CA51NET SECT 1 1/2" = 1'-0" EQ. 12 6 4 —7 4 —1 OPEN -/A f OPEN--/ A N OPEN �n - OPEN AREA FOR _OWNER: EURNIS.HED_ _ LATERAL -FILES 2'-9" 3'-7" CLEAR I 3'-5" EQ. EQ. EQ. EQ. 1 1/2" 1 1/2" 16'-3 1/2ol �- BASE BEYOND vtR1Fr 38-DT34-C BASE BEYOND 3 E L E V COUNTER AT WORKROOM 1/2" = 11-�11 ■ q ■ PLASTIC LAMINATE NO. 3 OPEN SHELVES 1 N PLASTIC LAMINATE NO. 3 COUNTERTOP AND BACKSPLASH m PLASTIC LAMINATE NO.3 BASE CABINETS AND DRAWERS NOTE: REFER TO ROOM FINISH SCHEDULE FOR ALL MATERIALS, FINISHES AND COLORS O NOT USED 2'-1 1/4" o 0 o 0 ° " ° o , o , 0 o o 0 o o ° o ° 0 ° " ° o 38-DT38 s C 5INET SECT i 1/2" = 1'-011 HARDWOOD TRIM W/ PLASTIC LAMINATE NO. 3 ON ALL EXPOSED SIDES MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 ADJUSTABLE SHELF WITH PLASTIC LAMINATE NO. 3 1/4 BACKING PANEL WITH PLASTIC LAMINATE NO. 3 MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NOTE: REFER TO ROOM FINISH PLANS FOR FINISHES AND COLORS, MICROWAVE OVEN WALL FACE MEDIUM DENSITY IBERBOARD WITH PLASTIC IffiqATE NO. 3 N V J V' / N i 3/4 HARDWOOD DRAWER FRONT W/ PLASTIC LAMINATE NO. 3 ON OUTER FACE AND EDGES OF DRAWER' 1/4 " PLYWOOD ® DRAWER ADJUSTABLE STANDARDS MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE NO. 3 1/4 " BACKING PANEL WHITE CABINET LINER, TYP HARDWOOD EDGE BANDING WRAP W/ PLASTIC LAMINATE NO. 3 N M BASE, REFER TO FINISH e PLANS 1 1/711 ■ 11-0Ii HARDWOOD TRIM W/ PLASTIC LAMINATE N0. 3 INTERPLAN ON ALL EXPOSED SIDES ° ARCHITECTURE MEDIUM DINSITY FIBERBOARD ENGINEERING WITH PLASTIC LAMINATE NO. 3 INTERIOR DESIGN .' 1 ADJUSTALE SHELVES WITH PROJECT MANAGEMENT ° PLASTIC LAMINATE NO. 3 ON ALL EXPOSED SURFACES AA 0043201 , CA 8660 1/4 " BACKING PANEL WITH ° PLASTIC LAMINATE NO. 3 m ° ° 1 FIXED SHELVES WITH 933 LEE ROAD, FIRST FLOOR. PLASTIC LAMINATE NO. 3 ORLANDO, FLORIDA 32810 ON ALL EXPOSED SURFACES. PH 407,646.5008 PROVIDE DADO LET FX 407.629.9124 INTO SHELF TOP & BOTTOM EQUALLY AT 2" O.C. LINE OF CABINETRY BEYOND SEAL: 1/4 BLACK PLEXIGLASS CO - VERTICAL DIVIDERS. GRIND EDGES SMOOTHS 6" 1'-0" HARDWOOD TRIM W/ PLASTIC LAMINATE NO. 3 ON ALL EXPOSED SIDES WALL EDGE ■ m4 ' 1 2'-1- 1/4" MEDIUM DINSITY FIBERBOARD CONSULTANT: WITH PLASTIC LAMINATE NO. 3 COUNTERTOP. PROVIDE SOLID A END PANEL TO SUPPORT END —�k i La.. NOTE: � REFER TO FINISH PLAN FOR ALL MATERIALS, FINISHES AND COLORS OPEN AREA FOR LASTIC LAMINATED APRON LL:I. OWNER FURNISHED LATERAL FILES `t i //�� �+'� REVISIONS: 38-DT35 C1'� 5IA I I ` ET 5ECT, 1 1/2 ■ 1'-0" NO. DATE REMARKS 1 12-06-02 OWNER REV. 5 02-28-03 OWNER REV. 9 04-i1-03 OWNER REV. , BRICK VENEER W/ TIES Ag 5/8" PLYWOOD SHEATHING 6" MTL. STUD BACKER ROD & SEALANT ■ q 2x P.T. WOOD PLATE ' SILL FLASHING SET IN SEALANT = _ OVER ROWLOCK SILL SHIM TELLER WINDOW - BY DIEBOLD O 0 e z 38 - WS05 8 TELLER WINDOW JAMS BRICK VENEER , W/ TIES 6" MTL. STUD 5/8" PLYWOOD , SHEATHING FLASHING - EXTEND 8" MIN. /� MSDUTH ABOVE LINTEL ANGLE /'-'► J HEADER (3) 8" STUDS BANK SEE 3/S6 WEEPS @ 16" O.C. qr25.FL—C.D 4477 W. 1 ST STREET LINTEL ANGLE — 6"4"x5/16" SANFORD, FL lll 6'-4 5/8" A.F.F. ■ p COURSING & BOT. OF ANGLE. COPYRIGHT © 2002 . HEAD FLASHING Ii`ITERPLAN LLC RESERVES q COPYRIGHT & OTHER RIGHTS. 1/4" SHIM 3"e M 3 RESTRICTING THESE DOCUMENTS e o TO THE ORIGINAL SITE OR z PURPOSE FOR WHICH THEY WERE TELLER WINDOW 3 PREPARED. REPRODUCTIONS, BY DIEBOLD CHANGES OR ASSIGNMENTS ARE PROHIBITED. PLASTIC LAMINATE TELLER COUNTER OL 3'-4" A.F.F. 4 I SILL HGT. SILL FLASHING SET IN SEALANT 3/4" OVER ROWLOCK SILL' 2'-8" A.F.F. 3/4., TOP OF BULLNOSE J `,� d PROJECT NO: 2002,0093 STONE BULLNOSE j �. ' ' DATE: x \, l APR 9 I STONE BASE ; W/ TIES Al 1. 38-WSO4 L WIND HE ,4h 4 5ILL 1 i/2" _ 1'-0" CHECKED: ■ M00IFIED:04/10/03 11:39:45 J:\1-J\AM50UiH\2002.0093\3020A1I.DWG 1 1/2'=1'-0" LESNAG PI fmrn• al/fa/ai 1 I-".1 t - 1.\A_I%A C"1Iu\°nnv moi\nme.:... n..,.. . ,..• .. ..• .--�_— __� �_._ _ ■ ■ NOTE: CAMERA LOCATIONS FOR DRIVE THRU ATM. THIS LANE. VERIFY WITH OWNER TELEPHONE INSIDE VAULT AT REAR PIR MOTION ALARM PROVIDE SHELF FOR SECURITY EQUIPMENT. COORDINATE WITH OWNER METAL CLAD SOLID CORE DOOR W/ DETEX ALARM AND W/ WELDED HINGE PINS, MEDECO BI-AXIAL LOCK, AND LATCH GUARD 5 PIR MOTION ALARM NOTE: CAMERA LOCATION FOR - NIGHT DEPOSIT - VERIFY WITH OWNER ALARM ACTIVATING DEVICE @ CASH VAULT AND N/D CA :ial- f —_—_ _ — — — — — EQUAL. EQUAL CAM U o z zw v oxa G OF o o z_ mG DRIVE THRU CA oz w o 0 LANE ALARM ACTIVATING DEVICE @ A.T.M. ■ ■ vu-Y om�� LIGHTING REQUIREMENTS: CAM DEVICE AT EACH LLER - TYP. 0 fj LAMP ul BLOCK - * 10 FOOT CANDLES OF LIGHT AT ATM AND NIGHT DROP MIN. * 2-3 FOOT CANDLES OF LIGHT IN PARKING AREAS MIN. GENERAL NOTES: PROVIDE 3/4 " EMPTY CONDUIT FOR THE FOLLOWING: * EACH ALARM ACTIVATING DEVICE * EXTERIOR ATM AND NIGHT DEPOSIT * CCTV * NO LANDSCAPING SHRUBS OR BUSHES OVER 24" IN HEIGHT. * NO LANDSCAPING TREES WITH BRANCHES LOWER THAN 6'-0". NOTES 1, FURNITURE SHOWN IN PLAN N.I.C. O SECURITY PLAN ALARM ACTIVATING DEVICE PIR MOTION ALARM ra N,a4 U i - i d 1 - 1.01 110V OUTLET FOR MONITOR THAT SITS ON TOP OF REFRIG. - 110V PIGTAIL FOR DYE PACK ABOVE CEILING METAL CLAD SOLLD CORE DOOR W/ DETEX ALARM AND W/ WELDED HINGE PINS, MOSLER TYPE DOOR VIEWER, MEDECO BI-AXIAL LOCK, LATCH GUARD, AND DOOR CONTACTS POLICE CONNECT TO CCTV 7' OFF GRADE. CONNECTOR TO BE RECESSED INTO BUILDIMG MATERIAL. PROVIDE 3/4 " EMPTY Ej CONDUIT. A LAMP BLOCK ALARM ACTIVATING DEVICE AT EACH LOBBY DESK - TYP. 0 f f PIR MOTION ALARM 3A I I MEDECO BI-AXIAL LOCK I I W/ DOOR CONTACTS 110V PIGTAIL FOR DYE PACK ABOVE ------'----- CEILING &5 NOTE: FOR INFORMATION ONLY - REFER TO ELECTRICAL DRAWINGS FOR ALL SERVICE REQUIREMENTS 1/5" ■ V_0U LEGEND: © = ALARM DETONATION DEVICE ® = DATA OUTLET = DUPLEX OUTLET = QUADRAPLEX OUTLET, IF APPLICABLE WALL JUNCTION BOX P .DENOTES -POWER, A DENOTES -TELE/DATA/SEC QQ = FLOOR JUNCTION BOX GENERAL NOTES: 1. THIS PLAN IS FOR LOCATION OF SOME OUTLETS ONLY. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFO AND QUANTITY AND POWE REQUIREMENTS. 2. FURNITURE SHOWN IN PLAN N.I.C. 3. REFER TO ELECTRICAL DRAWINGS SHEET E-4 FOR CONFIGURATION & LOCATION OF GANGED ELECTRICAL OUTLETS. O PARTIAL ELECTRICAL PLAN ■ 17 MMMEIMMM a Him NOTE: CONTRACTOR TO VERIFY QUANTITY, LAYOUT, AND PATTERN OF LOBBY TILE (CT1&2) WITH ARC PRIOR TO ORDER NGH AND T INSTALLING MATERIAL. lO FLOOR FINISH PLAN 0 MECH I 107 1 VCT"1 CPT . �— CPT VAULT 109 CPT — —I f IUORK ROOM ill YCTI t2 RT-1 rtI �f CORK. r • , • i �,� ,,.� .MARBLE II THRESHOLD JAN 112 CPT 9 II CARPET LAYOUT START POINT EDGE OF TILE g -O„ II ENSURE PROPER PATTERN ,n ALIGNMENT W/THIS EDGE 5 FULL w TILE5 {' G� Ql a Ins ■ II■■■■■■■■��■ if /I■■■■►_ I MEN ■i®i■■■■■■ NEE ■■■■■■■■■EMMONS■■mom • MOEN ME 13 EMMOMM ■■■■ moll ■■■■■■■■ ■■■■■■11■■■■■■■■ MI■■1■1■00112■■1om ■■■e>•■� will low ■ MEN 113 CT03 FE11111—TLLE. LAYOUT START POINT CORNER OF PARTITION iIh I I II I I I I I I I ' - - CT 142 - CPT I i I � I — — — — — — — — — — 0 OFFICE CONF: LOBBY 102 I>al I� FAI GENERAL NOTES; 1. VCT 1 & 2 IN WORK ROOM 111 TO BE ARRANGED IN A CHECKER BOARD PATTERN. 2. ALL FLOOR TILE GROUT TO BE SEALED LEGEND FLOOR FINISH C� CARPET VINYL COMPOSITION TILE CERAMIC TILE 12"X12" ® CERAMIC TILE 12"X12" CT#1 (FIELD) CT#2 (ACCENT). CERAMIC TILE 2"X2" CONCRETE: PAINTED EPDXY- COLOR TO BE "BATTLESHIP GRAY" CPT CARPET MOHAWK INVERNESS UPS #916 - GLIDER VCT# 1 VINYL COMPOSITION TILE MANNINGTON COMMERCIAL ESSENTIALS #129 PUTTY VCT#2 VINYL COMPOSITION TILE MANNINGTON COMMERCIAL ESSENTIALS #101 NIGHT BLACK CT#1 CERAMIC TILE (FIELD) CT#3 CERAMIC TILE AMERICAN OLEAN AMERICAN OLEAN W73 PEPPER GRANITE A52 BUFF GRANITE 12"X12" UNPOLISHED 2"X2" CT#2 CERAMIC TILE (ACCENT) AMERICAN OLEAN W75 LAVA GRAY NOTE: 12"X12" UNPOLISHED ALL FLOOR GROUT TO BE MAPEI: #19 PEARL GRAY PAINT WITH EPDXY CONC. "BATTLESHIP GRAY". GENERAL NOTES; 1. ALL DOORS TO BE STAINED TO MATCH ARCHITECT'S SAMPLE UNLESS NOTED OTHERWISE. P#1 PAINT SHERWIN WILLIAMS SW1015 SKYLINE STEEL 2. ALL DOOR FRAMES AND WINDOW SILLS TO BE PAINTED P#2 UNLESS FINISH: EGGSHELL NOTED OTHERWISE. P#2 PAINT (H.M. DOOR FRAMES) SHERWIN WILLIAMS 3. ALL GYPSUM BOARD CEILINGS TO BE PAINTED CEILING WHITE. SW1015 SKYLINE STEEL FINISH: SEMI -GLOSS ENAMEL 4. FOR SURFACES WITH MORE THAN ONE FINISH REFER TO BUILDING INTERIOR ELEVATIONS. 5. JANITOR AND MECHANICAL ROOM DRYWALL TO BE COMPLETELY CT#4 CERAMIC TILE WAINSCOT AMERICAN OLEAN FINISHED, PAINTED (FLOOR TO DECK) , AND WITH BASE. 05 POLAR WHITE (4"X4") . GL GLASS STOREFRONT DOOR LEGEND VLT VAULT DOOR BY OWNER WALL PAINT COLOR AND/OR FINISH PL#1 PLASTIC LAMINATE NEVAMAR CORDIAL GRAY MILLWORK/MISCELLANEOUS ITEM FINISH S-6-24T TEXTURED ODOOR PAINT COLOR AND FINISH PL#2 PLASTIC LAMINATE P10NITE AV674 SUEDE BASE OLIVE ORGANIX NO LINE RESILIENT BASE JOHNSONITE #29 PL#3 PLASTIC LAMINATE MOON ROCK NEVAMAR S-2-84T CERAMIC BASE FOUNDRY TEXTURED — — AMERICAN OLEAN 05 POLAR WHITE PL#4 PLASTIC LAMINATE (REVEAL FACE) FORMICA 837-58 GRAPHITE PLASTIC LAMINATE BASE MATTE FINISH — - — REFER TO INTERIOR ELEVATIONS FOR LAMINATE SELECTION NOTE: ALL BASE & WAINSCOT GROUT TO BE MAPEI: #00 WHITE PROVIDE AT EACH DRIVE THRU TELLER AND ATM LANE, VERIFY WITH OWNER ' Fl DRIVE THRU TELLER UNIT BEYOND- o I VERIFY WITH EQUIPMENT. VENDOR I I F 4" O.D. CONCRETE FILLED t cn, I I I POST AT END OF TAPERED I DRIVE-THRU ISLANDS.-. _: ( o- (I ( PAINT SAFETY YELLOW NOTE: 7•, o: ; I I (� f VERI.FY .ALL DIMENSIONS AND CONDITIONS W/ . w o (I I I DRIVE. THRU ` TELLER UNIT ANR _ ' EQUIPMENT VENDOR (� ( (I 80LLARDS BEYOND. , co I I 4" O.D. GUARD POST PER BANK 0 C)CONCRETE [BLAND TO TAPER 5 z EQUIPMENT REQUIREMENTS- AT . EXIT END ND. SEE > ( I VERIFY WITH EQUIPMENT VENDOR. vr�i FLOOR PLAN. SHHEETEFT AlAFOR _ I ( POST TO BE PAINTED SAFETY DIMENSIONS. � °- a f YELLOW � o ' w a 0- o CONCRETE ISLAND TO BE NOTE: FLAT AND LEVEL IN AREA m PROVIDE AT EACH DRIVE THRU TELLER. OF UNIT I ( AND ATM LANE WHERE NO COLUMN EXISTS. SEE FLOOR PLAN Al LJ FOR LOCATION VERIFY se -ors n t u DOOR & FRAME SCHEDULE OPEN'G NO, DOOR G L A Z' G FRAM CONSTRUCTIONSET LABEL HRDW NO REMARKS ' OPEN`G NO. DOOR TYPE. SIZE SIZE, CONSTRUCTION WIDTH HEIGHT THKNS 1 A 3' -0' 8' -10' 1 3/4 ALUM 1/4' TEMP ALUM 1 PAIR OF DOORS 1 2 D 3'-0 7'-0' 1 3/4 ' S. C. W. 1/4' TEMP ALUM 2 2 3 B 3' -0' 7' -0' 1 3/4 S. C. W. H. M. 3 KEY REQUIRED 3 4 B 3' -0' 7' -0' 1 3/4 S. C. W. H. M. 4 KEY REQUIRED .4 5 1 B 3' -0' 7' -0' 1 3/4 S. C. W. H..M. 5 KEY REQUIRED KEYED SEPARATELY 5 6 B 3' -0' 7' -0' 1 3/4 S. C. W. H. M. 6 KEY REQUIRED, KEYED SEPARATELY 6 B ' -4' ' - 3/4 S. C. W. M. 7 7 OT u D 3' -0' 7' =0' 1 3/4 • M. HM. .9 9 M"C' - - - - - - - VAULT DOOR BY OTHERS 10 B 3' -0' 7' -0' 1 3/4 S. C. W.. H. M. 11 11 C 3' -0' 7' -0' 1 3/4 H. M. H. M. 12 12 13 B 3' -0' 7' -0' 1 3/4 ' S. C. W. H. M. 13 13 14 B 3' -0' 7' -0' 1 3/4 ' S. C. W. H. M. 14 14 15 B 3' -0' 7' -0' 1 3/4 ' S. C. W. H. M. 15 15 16 D 3' -0' 7' -0' 1 3/4 ' S. C. W. 1/4' TEMP ALUM 16 16 l BOLLARD DETAIL 0/4 = 1 -o -ors 2 BOLLARD DETAIL 3/4" _ 1'-o° • - _ DOOR TYPES CONSULTANT: . 4 8' 8' V O J EQ 4' EQ 3'-0" Tl 13'-10" REFER TO FLOOR PLAN NOTE: 3 -0" 3 -0' WIRING FOR MAC LOCKS 5 / FIXED PANEL 4 TO BE ROUTED THRU 0° a '�T ALUMINUM FRAME TINTED INSULATING / OR VENT --6 GLASS- RE: SPECIFICATIONS N / RE: MECH o� HINGE TOP OF FRAME' T.Q.F M N / \ o . tl0. / \ T \ / `aq . 2oj \ / PROVIDE 4 WHITE VINYL o / STREET ADDRESS NUMBERS 00 oo 0 1 ALUMINUM STOREFRONT 1 TINTED 1 RE: SPECIFICATIONS HINGE ,- INSULATING r' GLASS — RE: TOP OF. fo SPECIFICATIONS FRAME m \ M M 1 ALUM. BREAK METAL i \ HINGE V) ' ALUMINUM TO MATCH STOREFRONT. �, STOREFRONT RE: N PROVIDE WOOD BACKING \ o, REVISIONS: ; a SPECIFICATIONS AS REQUIRED -� NO. DATE REMARKS j v 4-KAWNEER CO-12 O 1 12-06-02 OWNER REV. CLEAR ANODIZED O O O 5 02-28-03 OWNER REV. BACKLTO BACK TED 4 WINDOW TYPE 1/4',= 1'-0" FLUSH PANEL ALUMINUM FLUSH PANEL FLUSH PANEL SOLID CORE STOREFRONT DOORS SOLID CORE HOLLOW METAL WOOD DOOR W/ }" FINISH FLOOR WOOD DOOR DOOR W/ TRANSOM 1/4 CLEAR 1 ABOVE TEMP. GLASS LEGEND ki SCW SOLID CORE WOOD HM HOLLOW METAL 38-OT60 ALUM: ALUMINUM 5 t 4 t 3'-6" MAX.0] #10x1" TYPE 1 CROSS 5 HOLD [ 1 RECESSED PAN HEAD MIN. THREAD FORMING SCREW. # v s TYP. HEAD ATTACHMENT o L J o d 0 6" EQ. EQ. EQ. E EQ. EQ. 6" NOTE: 1 0 iv N V) CONSULT THE ANCHOR MANUFACTURER FOR INFORMATION RELATING TO %3'-0" HOLD DEPTTHE HSTANCE ANDPRODUCTEN THE SELECTION.NORS. THE REQUIRED EMBEDMENT 7 1'-6" o HOLD 4'-0 HOLD 450-110 ASTM AS70 1 HI-LO GRADE 33 STEEL REINF. TA-1 TA-2 TA-3 TA-3 TA-4 TA-5 TA-6 HANDICAP U TOILET TISSUE PAPER TOWEL F.N. DISPOSAL RECESSED DRINKING ' I INHIBITING BITIONGOPROIMER PAPER TOWEL O GRAB BAR GRAB BAR FOUNTAIN DISPENSER DISPENSER EQUAL TO EQUAL TO (PARTITION OR MEDICINE DISPENSER ' EQUAL TO EQUAL TO BOBRICK B-6206 BOBRICK B-6206 WALL MOUNTED) CABINET - EQUAL TO (EwC) B i BOBRICK B-2840 BOBRICK B-369 EQUAL TO . EQUAL TO BOBRICK B-262 14g W000 SCREWS WITH ; ; NON -SHRINK GROUT BOBRICK 8-270 BOBRICK B-398 -s'u 1 1/2' MIN. EMBEDMENT.TYP. VERT. JAMB &SILL � � � � � .........•. AMSOUTH . ATTACHMENT i WINDOW & FRAME SCHEDULE WINRDOW WIDTH HEIGHT CONSTR. GLAZING FRAME CONSTR. A 8'-8" 9'-0° ALUMINUM INSULATING ALUMINUM 1 llll-JlI I LVVI% nIlV 1 1111.Jll nnl-t . wu.v a..v . u•. w.a.. v. a..w. aw ..a - 5 TYPICAL ACCESSORIES & FIXTURES 1/4" = 1'-011 �-ter ■ #10xl" TYPE 1 CROSS RECESSED PAN HEAD THREAD FORMING SCREW TYP. HEAD ATTACHMENT "66, 6"6"EQ.EQ6 " 6E' 6" EQ. EQ. 6" R w 0 " / \ 149 WOOD SCREWS W1 -•- - 10x1 TYPE 1 CROSS o / \ 1 1/2" MIN. EMBED. RECESSED PAN HEAD TYP.- VERT. JAMB a THREAD FORMING SCREW. _ / \ ATTACHMENT . TYP. HEAD ATTACHMENT / \ \ / 14g WOOD SCREWS WITH / 1/4" PNILLIPS FLAT 1 1/2" MIN. EMBEDMENT. HEAD TAPCONS W/ TYP, VERT ,JAMB /71 1/2", MIN.. 'EMBED. ATTACHMENT; TYP: SILL ATTACHMENT 6 EQ. EQ. EQ. EQ. EQ. EQ: 6'10 a a w w1 Cr 9 DRIVE-THRU WINDOW ATTACHMENT 1/4" = 1'—o" #10xl" TYPE 1 CROSS RECESSED PAN HEAD THREAD FORMING SCREW TYP. HEAD ATTACHMENT 14g WOOD SCREWS WITH 1 1/2" MIN, EMBEDMENT. TYP. VERT. JAMB & SILL ATTACHMENT - 8 1/2" (2) ANCHOR DIA. - MIN. OA SECTION BANK 25.FL-C.D 4477 W. 1 ST STREET ' SANFORD, FL ? f } COPYRIGHT ©20Q2 INTERPLAN LLC RESERVES COPYRIGHT &:OTHER RIGHTS , RESTRICTING THESE DOCUMENTS ., TO THE ORIGINAL SITE OR 1 /4"x6"x8 1/2* A36 PURPOSE FOR WHICH TFIEY WERE STEEL PLATE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE 450-110 ASTM A570 PROHIBITED. n x GRADE 33 STEEL REINF.. WITH CORROSION INHIBITING PRIMER -(D— - r' FLUX CORE WIRE 3/16" 8 1/2' PROJECT NO:` 2002.0043 DATE. B VIEW PLAN:pj, o lla 1.0 SIDE WINDOW ATTACHMENT 1/40 = 11-0" ■ — ✓ri� a PLOTTED 03/21%03 12c11a3 JAA-J\AMSOUTH\2002.0093\02093A1.4pWs .1/4'=1'-0' .,IESN�AC -y- ■ n ■ 1. GENERAL 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 (7.50, 8.25 TO 12 SLOPED) ----------------------16.0 ROOF (FLAT) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 C. LATERAL LOADS: 1. WIND LOADS: FBC 2001 - 1606.1.7 1. BASIC WIND SPEED 120 MPH 2. WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY II 3, WIND EXPOSURE B 4. INTERNAL PRESSURE COEFFICIENT f0.55 5. COMPONENTS & CLADDING DESIGN WIND PRESSURE.* 21.93 PSF * VALUE HAS NOT BEEN MULTIPIED 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. 2. FOUNDATION 2.1 A GEOTECHNICAL REPORT HAS BEEN PROVIDED BY GILES ENGINEERING ASSOC., INC. ON SEP. 30, 2002. PROJECT NO. 8G-0206005 TO MEET THE FOLLOWING REQUIREMENTS: 2.2 MAXIMUM BEARING PRESSURES (PSF): COLUMN FOOTINGS ----------------------------------2000 CONTINUOUS WALL FOOTINGS- --------------------------2000 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 FTC. EMBEDMENT TO BE 12. INCHES BELOW FINISHED GRADE. ABOVE FINISH FLOOR ADDITIONAL ADJACENT AIR CONDITIONER AIR HANDLING UNIT ALTERNATE ANCHOR ANCHOR BOLT AND ANGLE APPROVED APPROXIMATE ARCHITECTURAL AT (WHEN INDICATING SPACING ONLY) BACK TO BACK BALANCE BASEMENT BASE PLATE BEAM BEARING BELOW FINISH FLOOR BETWEEN BLOCK ■ - AFF BLOCKING - ADDN BOTTOM - ADJ BOTTOM CHORD EXTENS. - A/C BRICK - AHU BRIDGING - ALT BUILDING - ANC CENTER _ AB CENTERLINE _ & CENTER TO CENTER _ L CHANNEL - APPRV CLEAR OR CLEARANCE - APPROX COLUMN - ARCH. COMPLETE JOINT PENETRAT _ p COMPRESSION CONCRETE - B TO B CONCRETE MASONRY UNIT - BAL CONNECTIONS) - BSMT CONTINUOUS - BSPL CONTRACTOR - BM CONSTRUCTION - BRG CONTROL JOINT - BFF CORNER - BTWN COVER PLATE - BLK DEGREE 3. CONCRETE 3.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 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 ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE. WHERE CONCRETE IS EXPOSED IN FINISHED BUILDING, PROVIDE ACCESSORIES WITH RUSTPROOF LEGS. 3.6 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 3.15. 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: ------------- T- - - - - - - - - - - - ------------- „BOTTOM 3.9 SLAB ON GRADE: 4" THICK, REINFORCED WITH #3 @16" O.C. CENTERED IN SLAB, UNLESS NOTED, PROVIDE SUB -GRADE PREPARATION PER REQUIREMENTS OF THE GEOTECHNICAL REPORT. I 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". 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 5. WOOD CONSTRUCTION 5.1 WOOD FRAMING MEMBERS: #2 SOUTHERN PINE WITH AN ALLOWABLE BENDING STRESS (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 7 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 SHALL BE CCA PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARD C2-92. CCA RETENTION = 0.25 LB/FT3. 6. 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". 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. 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. BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN 6.5 VERTICAL STUDS SHALL BE .100% END BEARING. PLACE. - BLKG DETAIL - DET - BOT DEAD LOAD - DL - BCX DIAGONAL - DIAG - BRK DIAMETER - DIA or 0 - BRDG DIMENSIONS) - DIM(S) - - BLDG DOVETAIL - DVTL - CTR DRAWING(S) - DWG(S) - CL DOUBLE - DBL - C TO C DOUBLE EXTRA STRONG - XXS - C DOWEL(S) - DWL(S) - CLR DOWN - DN - COL EACH - EA - CJP EACH FACE - EF - COMP EACH WAY - EW - CONC ELECTRICAL - ELEC - CMU ELEVATION - EL - CONN(S) ELEVATOR - ELEV - CONT ENGINEER - ENGR - CONTR EQUAL - EQ - CONST EQUIPMENT - EQUIP. - CJ EXISTING - EXIST. - COR EXPANSION - EXP - COV PL EXPANSION ANCHOR - EXP ANC - DEG OR EXPANSION JOINT - EJ EXTENSION EXTERIOR EXTRA STRONG FABRICATOR FACE TO FACE FAR SIDE FASTENER FIELD VERIFY FINISHED) FLANGE FLOOR FLOOR DRAIN FOOT FOOTING FOUNDATION FRAMING GAGE OR GAUGE GALVANIZED GENERAL GOVERNMENT GRADE GRADE BEAM GROUND HARD ROCK HEADED STUDS ABBREVIATIONS - EXTN HEIGHT - HT - EXT HIGH STRENGTH - HS - XS HOOK - HK - FABR HORIZONTAL - HORZ - F TO F INFORMATION - INFO - FS INSIDE DIAMETER - ID - FAS INSIDE FACE - 1. F. - FV INTERIOR - INT - FIN. INTERMEDIATE - INTM - FLG JOINT - JT - FL JOISTS) - JST(S) - FD JOIST GIRDER - JG FT KIPS (1000 LBS) - K FTG KIPS PER LINEAL FOOT - KLF - FDN KIPS PER SQUARE FOOT - KSF - FRMG KIPS PER SQUARE INCH - KSI - GA LIGHTWEIGHT CONCRETE - LWT CONC - GEN: LIVE LOAD - LL - GEN LONGITUDINAL - LONG. - GOVT LONG LEG HORIZONTAL - LLH - GR LONG LEG VERTICAL - LLV - GIR BM MANUFACTURE(R) - MFR - GIRD MASONRY - MAS - HD RK MASONRY OPENING - MO - H STUDS MATERIAL MAXIMUM MECHANICAL MEZZANINE MIDDLE MINIMUM MISCELLANEOUS MOMENT MOMENT CONNECTION(S) NEAR FACE NEAR SIDE NOMINAL NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OPENINGS) OPPOSITE OUTSIDE FACE OUTSIDE DIAMETER OUTSTANDING LEG PARALLEL PARTITIONS) PENETRATION 6.6 PROVIDE WALL BRACING, CONNECTION DETAILS AND WINDOW HEADERS AS RECOMMENDED PROJECT MANAGEMENT BY THE STUD MANUFACTURER FOR LOAD BEARING STUDS. 6.7 VERTICAL STUDS INTERRUPTED BY WALL OPENINGS SHALL BE LOCATED EQUALLY ON AA004320 EACH SIDE OF THE OPENING. PROVIDE EVEN NUMBER OF FULL HEIGHT STUDS ON EACH CA8660 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. 933 LEE ROAD, FIRST FLOOR 6.8 PROVIDE SHOP DRAWINGS SHOWING PLANS, ELEVATIONS AND CONNECTION DETAILS AT ORLANDO, FLORIDA32810 ALL LOAD BEARING STUD WALLS. METAL STUD FABRICATION AND ERECTION SHALL NOT PH 407,645.5008 BEGIN PRIOR TO REVIEW OF SHOP DRAWINGS BY THE ENGINEER. FX407.629.9124 6.9 COORDINATE LAYOUT OF METAL STUDS WITH LOCATION OF ELECTRICAL OUTLETS. SEE SEAL: ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LOCATIONS. 0 7. SUBMITTALS t-' 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: CONSULTANT: 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. - MATL PERMANENT - PERM - MAX PERPENDICULAR - PERP - MECH PLATE - PL - MEZZ PLUMBING - PLBG - MID PNEUMATIC - PNEU - MIN POST -TENSION - PT - MISC POUNDS - LBS _ M POUNDS PER LINEAL FOOT - PLF - MC POUNDS PER SQUARE INCH - PSI - NF POUNDS PER SQUARE FT - PSF - NS POUNDS PER CUBIC YARD - PCY - NOM PRECAST CONCRETE - PC - NIC PREFABRICATED - PREFAB - NTS PRELIMINARY - PRELIM - NO. or # PRESSURE INJECTED FOOTING - PIF - OC PROJECTION - PROJ - OPNG(S) RADIUS - RAD - OPP REFERENCE - REF - O.F. REINFORCED CONC PIPE - RCP OD REINFORCING - REINF - OSL REQUIRED - REQD - PAR. RISER - RIS - PARTN(S) ROOF - RF - PEN ROOF DRAIN - RD ROOF TOP UNIT - RTU TOP ANU LJUI 1 UM - I acts PURPOSE FOR WHICH THEY WERE ROOM - RM TOP CHORD EXTENSION - TCX PREPARED. REPRODUCTIONS, ROUND - RND TOP OF BEAM - TOB CHANGES OR ASSIGNMENTS ARE SCHEDULE - SCHED TOP OF FOOTING - TOF PROHIBITED. SECTION - SECT TOP OF JOIST - TOJ SHEAR - V TOP OF PIER - T.O.P. SHEET - SHT TOP OF PILE CAP - TOPC SIMILAR - SIM TOP OF STEEL -TOS SPACE - SP TOP OF WALL - TOW SPECIFICATIONS) - SPEC(S) TREAD - TR SPECIFIED - SPECD TYPICAL - TYP SQUARE - SQ UNLESS NOTED - U.N. STANDARD - STD VERTICAL - VERT STEEL - STL WATERPROOFING - WPFG STIFFENER - STIFF: WATERSTOP - WS PROJECT NO: 2002.0093 STRAIGHT - STR WELDED WIRE FABRIC - WWF DATE: STIRRUPS - STIR. WIND LOAD - WL ,� STRUCTURE OR STRUCT'L - STRUCT WINDOW - WDW A Al SUPPORT S () - SUPT S WITH - W/ SYMMETRICAL - SYM WITHOUT - W/0 TEMPERATURE - TEMP WOOD WD TENSION - T WORK POINT - WID THICK - THK WEIGHT - WT TONGUE AND GROOVE - T&G CHECKED: ;. MODIFIED:04/10/03 17:09:44 J:\A-J\AMSOUTH\2002.0093\3020SI.DWG i"=1'-0 LESNAG PLOTTED. 04/11/03 07:06:40 J:\A-J\AMSOUTH\2002.0093\02093S1.DWC ■ ■ INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT CA 8660 I i I GRID I i 22 -10 22'-9" 35-10" 20'-7" 93.3 LEE ROAD, FIRST FLOOR GRID ORLANDO, FLORIDA 32810 PH 407.645.5008 ! I A I FX 407.629.91.24 I . EDGE OF SLAB j F.O.V. 1 SEAL: I ! 6" THICK SLAB AT VAULT ;t {I ! REINF. W/#3 ® 1'6" O.C. r�s 1 i CENTERED IN SLAB o cam, 1 F.O.S. 'I 12'-9 1/4" 8'-5 3/8 4'-6" ; L 5 12'-9 1/4" I I GIRDER TRUSS F.O.S. � 11 CLGIRDER TRUSS BEARING GIRDER SUPPORT AT STUD BEARING WALL - SEE TYPICAL DETAILS 6" F.O.S. TO F.O.V. COORDINATE LOCATION ■ I COORDINATE LOCATION OF SLAB EDGE WITH OF SLAB EDGE WITH ■ I DOOR -SEE ARCH. DWGS DOOR -SEE ARCH. QWGS FACE OF EXT. CONSULTANT: o I 4 1 4 ; STUDS, TYP. LZ I j I S3 F1 r S3 — S3 I r , F1 LL -----_--- Ll !OUTII-DE FACE --- I� I---L—�--------1 I I of uL i I 4 SIM I F NOTE: 2 !; I , I S3 SHADED WALL INDICATES LOCATION 2 Ag I I OF PLYWOOD SHEARWALL- r , SIM I r -- 1 I S3 I I I SEE TYP: DETAILS 7A 1 2 ' ' I , 5 SEE ARCH. DWGS COORDINATE DRIVE-THRU ( 11 S3 FOR ISLAND DIMS ! SLAB ELEVATION WITH I 4 � CIVIL DRAWINGS S3 `.' I I I I 9 o I I I r �.. I I OPENING °° r , ,i \ r -1 I' I I F`t I I I 2 TYP. U N.0 E2 S6 o �- I ------- I - �- ----- - - I - I - - - - -- ---- - --__- - - -- -- - ---_-- - ---- - ---I - - --- - - -� f�. 1 L 4" THIC SLAB REINF. WITH I 17 Ti �c� �� J- j I #3 016' O.C., CENTERED i I I 0 toF� I Ln IN SLA . PROVIDE 4' MIN GRANULAR BASE M TERIAL OVER 10 MIL I VAPOR ARRIER, PER GEOTECHNICAL FO.V. 1 ,0 �! I I I REPORT (TYPICAL) i .b> ISOLATED FTG. (F) SCHEDULE MARK DIMENSIONS FOOTING REINFORCING REMARKS HEIGHT WIDTH LENGTH F1 16" 3'-0" 3'-0" (3) #5 E.W. BOTTOM F2 18" 4'-0" 4'-0" (4) #5 EACH WAY F3 18" 6'-0" 6'-0" (6) #5 EACH WAY BOTTOM F4 18" 4'-6" 4'-6" (4) #5 EACH WAY F5 18" 4'-6" 8'-0" #5 E.W. 012"O.C. STEEL COLUMN (C) SCHEDULE MARK SIZE BASE CONNECTION REMARKS C1 60 STANDARD STEEL PL 1x12x12" STEEL PIPE w 4 3 4"0 A.B. STEEL PL 1x14x14" w/(4) WELD PLATE WASHERS C2 TS8x8x 1 /2" 7/8" 0 A.B. w/300/16" ON TWO OPPOSITE SIDES THICK PLATE w/WASHERS. AFTER COLUMN PLUMED C3 TS6x6x1/4" STEEL PL 3 4xl2x12' W 4 3/4 "0 HEADED A.B. REVISIONS: NO. DATE REMARKS 1 12-06-02 OWNER REV. 5 01-28-03 OWNER REV. 7 03-25-03 STRUCT. REV. 9 04-11-03 OWNER REV. ■ _/ I o I j i CJ j i —� i� SLAB CO TROL JOINTS w I I i i j I j ii I 9 I / ��� ■_ = I � _'� i / �' III S3 f I j I T.O. FOOTING / m �, 'j j ;1 I I EL.=-(2'-0") ;2 TYP. U.N.O. TRIPLE STUD COLUMN W/SIMPSON L. I __ I i r �cJ� i-- I I I I �'�ti S/HD1 A .SEE 9/S3 AND FTG. ! / 5 m E SCHED LE (TYP.) I / i i FLOOR SLAB EDGE SLAB FOOTER EDGE AT FACE SEE 11/S3 j �- S3 IiM I SIM .i `� / r�-, AT FACE OF STUD I ! ,I 6„ 6„ OF VENEER -SEE DETAIL 4/S3 33 o I / <' i INTERIOR LINE OF I-- - FOOTER FOR COLUMN ---- — ------ — — — — — — -- — I L I SEE SIM. DETAIL 11/S3 ;L L- L J �, — I / 6" METAL STUDS �1n3 n r, - - 1+-------f - J 0 0 0 o F.OVC,` L — J � L _j `4' '-'- . "i �1 ! REINF W/ #3 @16" O.C. AT; CIVIL DWGS. S3 i i MID DEPTH. PROVIDE BASE MATERIAL 12'-9 1/4 I / TYP. 12" F.O.S. " AS REO D BY GEOTECHNICAL! REPORT ^ I � NOTE: // I � FOR SLAB EDGE- ! ! 5 I FOR TOWER FOUNDATION / 2' @" 2' 0" ' SEE 10/S3 35 -10 3'-0" 16'-10" 3'-@" SEE DETAIL 1 ON THIS SHEET. — - T — — T — — — — C j A i F.O.V. - I 35'-10" 1' 10" 3,40" I GRID 20'-7" / 6" VENEER LEDGE AMSOUTH C (_2 ' 13' ``\' BANK �' / / / I Is, / ' 25.FL-C.D / 4477 W. 1 ST STREET SANFORD, FL / SLAB EDGE AT 9 ( ■ ■ / FRONT ENTRANCE / COPYRIGHT © 2002 / INTERPLAN LLC RESERVES 6" VENEER LEDGE COPYRIGHT & OTHER RIGHTS PROJECT FOUNDATION AND FLOOR PLAN 1/8 -1-0 INTERIOR LINE OF 23 RESTRICTING THESE DOCUMENTS . n 6" METAL STUDS I m NORTH r — — — — — — — - TO THE ORIGINAL SITE OR 1. REFERENCE TOP OF SLAB ELEVATION AS W-O". SEE CIVIL DRAWINGS. — — — — rt- I - N 6' VENEER LEDGE I I I PURPOSE FOR WHICH THEY WERE 2. TOP OF FOOTINGS -2'-0" UNLESS REVISED BY GEOTECHNICAL ENGINEER. _� �, I PREPARED. REPRODUCTIONS, �- _ CHANGES OR ASSIGNMENTS ARE COORDINATE WITH STRUCTURAL ENGINEER, = N m $ I - I m m PROHIBITED. C\\� 3. FOR SLAB ON GRADE CONSTRUCTION, SEE GENERAL NOTES. N — — S3 N D 4. FOR LOCATION OF SLAB DEPRESSIONS, SEE ARCHITECTURAL DRAWINGS. 5. FOOTING SIZE: SEE ISOLATED FOOTING SCHEDULE, SHEET S2. ( —� 6. FACE OF STUD IS OUTER FACE (F.O.S.)-FLOOR SLAB EDGE FLOOR SLAB EDGE L — 3 1 -9 7. FACE OF VENEER IS OUTER FACE (F.O.V.)-SLAB FOOTER EDGE. SLAB FOOTER EDGE'` C 1 2._0„ � 2' @" — SEE 8/S3 SEE DETAIL 4/S3 pll v F3 FOOTER FOR COLUMN 9"' 2'-3„ 3' 0" SEE SIM. DETAIL 11/S3 3'-0" PROJECT NO: 2002.0093 4 5 DATE:'' t�. APR 1 1 2 71\ S2 TOWER FOUNDATION PLAN 1/4»=11_on ■ ■ ■ 3.Q-rO1 CHECKED: ■ ■ .I MODIFIED: 04/10/03 17:19:41 J:\A-J\AMSOUTH\2002.M3\302OS2.OWG 1/8"=1'-0• . LESNAG PLOTTED 04 11 LLT 27•A6i71 _I•\S—AdllCfLfif-1\9LiQ9 mnt\o�na ccqraur> f/a•_'_n• .rcu.n --_.. ■ 5O SECTION ■ #4 CONT. STEEL REINF. (SEE PLAN) (2)#4 CONT. ■ 1/2" EXP. JOINT CONCRETE FLATWORK x rn a . Q n a. F • o M 1'-0" MIN. 0 9" 13" � OF STUD. 9 TRIPLE STUD HOLDOWN NTs VENEER - SEE ARCH. DWGS '' 0 PLYWOOD WALL SHEATHING - SEE TYP. DETAILS / 6" LOAD BEARING 7 CURB - SEE METAL STUDS WHERE SLAB DOES NOT ENCASE COLUMN BASE, ARCH. DWGS ! STEEL REINF. PAINT BELOW GRADE STEEL WITH A COAL: TAR �"FILL SOLID BELOW (SEE PLAN) #4048 AMASTIC PAINTING SYSTEM TYPICAL % GRADE WITH GROUT 1/4 STEEL COLUMN 1/2" EXP.JOINT • #4 CONT STEEL REINF. PER PLAN I ALL AROUND � d ��' Lip. a°O (SEE PLAN) 1 BLOCKOUT (SEE PLAN) I CJP AT w I DRIVETHRU O BASE PL PER SCHED. I I CANOPY m Q _ rc 6" d d / : C)f� z FILL SOLID W GROUT � r z O SEE ARCH DWGS.cy- • < ` • (2) #5 CONT U (4) 3/4 0 HEADED I I o w 1 ANCHOR BOLTS a V) 3' CLR. ° (2) #4 CONT n�} ° 1'-0 (2) #5 CONT `i LEVELING t —0 NUTS dll d 11 m " W/#3048 2 -0 s"i_•__---• n. M SEE PLAN NOTES b SECTION NTs ■ SEE PLAN NOTES 10 SLA8 EDGE DETAIL NTs 11 COLUMN BASE AND FTG. NTs SEE ARCH. DWGS #3 016" O.C. (1) #5 TOP SAWCUT E.W. 7 DISCONTINUOUS AT CJ STEEL REINF. 1/4 SLAB THICKNESS 7ASTEEL REINF. It (SEE PLAN) (SEE PLAN) ` • ° M s a - t L A A SAW JOINT WITHIN 8 HOURS • r. ;;•j' ° ° AFTER CONCRETE IS PLACED. _ SAWED JOINT A7STEEL REINF. DISCONTINUOUS BEVELED AT KEYWAY KEYWAY 7 SECTION NTs d . . t„ • TYPICAL N / KEYED JOINT WHERE SLAB DOES NOT ENCASE COLUMN BASE, 1/4 PAINT BELOW GRADE STEEL WITH A COAL TAR 12 SLAB CONTROL JOINT DETAILS NTS MASTIC PAINTING SYSTEM STEEL COLUMN ' z PER PLAN �% I I STEEL STUD WALL CL w z BASE PL PER SCHED. VENEER ¢ O CMU STARTER I m o 11 , 11 - �,, � J Z ff u 'i U co z O �/ I I i., � z N Li A(4) 3/4"0 HEADED ANCHOR i BOLTS W/3x3x3/16" d I I° t 6^ w THICK PLATE WASHERS. WELD PLATE WASHERS ON TWO OPPOSITE a 11 ' 11 SIDES AFTER COLUMN ° •11 11 a .d C R PLUMED a` A I I I ° m Ala 11 11 ° � n• d U o' e M SEE PLAN NOTES SEE PLAN NOTES ol 13 NOT USED 8 COLUMN BASE AND FTG, NTs INTERPLAN rE OF STUD 9" 3" ARCHITECTURE 1 5/8x3 5/8", 20GA. STEEL STUD VAULT ENGINEERING WALL 012" O.C. PROVIDE LATERAL BRACING INTERIOR DESIGN PLYWOOD WALL SHEATHING %� O O FOR VAULT MEZZANINE. ALIGN STUD UNDER PROJECT MANAGEMENT SEE TYP. DETAILS ' EACH JOIST 6" LOAD BEARING AA 004320 VENEER — SEE / METAL STUDS CA 8660 ARCH, DWGS / FASTEN TRACK TO CONC. W/ SIMPSON S/LTT20 AT STUDS ; POWDER ACTUATED FASTENER - #4®24" SUPPORTING TRUSSES W/1/2" % SEE GENERAL NOTES DIA. EXPAN. ANCHORS EMBED. 5" 933 LEE ROAD, FIRST FLOOR MIN. SIMPSON S/HD8 AT ENDS , n ORLANDO, FLORIDA 32810 OF SHEARWALL PER NOTES co PH 407.645.5008 FX 407.629.9124 6, SEAL: (2) #5 CONT W/#3®48 2'-0" 1 SECTION - NTs e N OF STUD CONSULTANT: LOAD BEARING STUDS PROVIDE (3) ROWS OF LATERAL BRACING. (SEE ARCH. AND SPACING) R STUD SIZE FASTEN TRACK TO CONC. W/POWDER PROVIDE ADDITIONAL PAF AT 7 ACTUATED FASTENER (PAF) - @INSIDE FLANGE OF STUD SEE GENERAL NOTES SLAB REINF. (SEE PLAN) ♦ ;.. �` ,.� �� j ,- - a, REVISIONS: (2)#4 CONT. AT Vy y w VAULT DOOR OPENING #4x4'-0"024" N NO. DATE REMARKS 0 VAULT DOOR OPENING 1 12.06.03 OWNER REV. 8" 5 01.28.03 OWNER REV. STRUCT 7 04-10 3 OWNER.REV. 9 04-10-03 OWNER REV. A 3 NOT USED NTs AMSOUTH BANK 25.FL-C,D 4477 W.1 ST STREET OF STUD SANFORD, FL ■ A. 9" 3" COPYRIGHT © 2002 INTERPLAN LLC RESERVES 5'-0" COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS PLYWOOD WALL SHEATHING 6" LOAD BEARING TO THE ORIGINAL SITE OR SEE TYP. DETAILS METAL STUDS PURPOSE FOR WHICH THEY WERE STEN TRACK TO CONC. PREPARED, REPRODUCTIONS, FA 1711 FA POWDER ACTUATED ; SIMPSON S/LTT20 AT STUDS SUPPORTI G CHANGES OR ASSIGNMENTS ARE FASTENER -SEE GEN. NOTES - TRUSSES W/1/2" DIA. EXPAN. ANCHOR3 PROHIBITED. EMBED. 5" MIN. SIMPSON S/HD8 AT E DS VENEER - SEE i/ OF SHEARWALL PER NOTES ARCH. DWGS CD II POUR SLAB @DOOR % FILL SOLID BELOW GRADE #4048 O WITH GROUT d a a PROJECT NO: 2002;0093 d (2) #5 CONT DATE: O o i AN 1'-0" 2 5 CONT W/ #3048 ' S-3 2'-0 4 SECTION NTs CHECKED: } MODIFIED:03/25/03 15:02:22 J:\A-J\AMSOUTH\2002.0093\02093S3.1)WG 3/4'=V-0' STEHAN PLOTTED: 04/11/03 07:06:22 J:\A-J\AMSOUTH\2002.0093\0209353.DWG 3/4'=1'-0' LESNAG ;I ■ ■ ■ 5 . T ■ >Ir r 2`3) ' GRID 22'-10" 22'-9" L 56'-5" 1 GRID { i 46'-2' 57'-5" i R.L TO R.L. I , i 12'-7" 31,-0" I 12 7" j I OUTSIDE FACE OF COORDINATE W/ + COORDINATE W/ GIRGER TO F.O.S. RIDGE LOCATION 1 RIDGE LOCATION I I I 7 1/2„ F.O.V. TO R.I. F.O.S. TO R.L. i (TYP.) vi VAULT M o EZZ. I I ; I FRAMI G 2 S4 `` -� 0 0 ! 1 0 c ' GIRDER SUPPORT AT STUD S5 v? I WALL -SEE DETAIL 10/S5 - - - --- --- - �- -- - L15 ^ S6 TI i 1il I I I I I:i N i I I BRACE o D 0 2'- 0 o' 2x8 BEAM w/2x6 7 1 2 12 _ f i CONVENTIONAL OVERFRAMING-/� - 4 N ,� I 12 ' - 1 S5 i 1 l'-5 1/2' I g I ' 5 1/2 �n � 2 S5 , o n ' 1 S5 I!! I 4 _ i TYP. 0 Of - 4 I S M S5 RT17 2 2 HDR. _ _ 13'-3' 1 �9 ��W- W1 x22 ) � --' 3- )�422 )_ 2 N 1;! _ I_ 1 IPRE)-ENPINEIEREP WQOD (IRUISESI 0 ?j 01" 'n4;, G9 PI AL RT2 UXO.) 1 ,n I ^ -I j - Ix °' /o ofF I!� I —I— SEE RT , S E S7 w _ 5 a, ``' i; I o FOR PR)FILE P. N. S5 o W _ - - - N 7 1/2 I RT8 4 - _ 4 j — N ; - 00[ TR SSE 2'- ,T -I _ _ S5 RT7 a PI L (T1) j!j !) I RID E `- T6 `�"`� f-RT15 m + _ RT 14 Lo I I I I I I Imo) ti -- -- — -'— � M RI13 -3 IW14[22---- xw14122--- 13�-, N x RT1 OPP. ,. I I �3: 5 5 I' I I I I RT1 11 1 --- /- S x6 1/4 (LO __ RT1� f �\� - — - - - - --- -- - - --- - - - -- -- --- - L- `. - - - — -- S5 GIRDER TO GIRDER CONNECTION 111 TRUSS TO GIRDER CONNECTION BY TRUSS MANUFACTURER (TYP.) I BY TRUSS MANUFACTURER (TYP.) 3 COLUMN DOES NOT ALIGN S5 I TOWER ROOF WITH CORNER OF HIP FRAMING 1 S4 I 35'-10" All 21'-10" F.O.S. TO F.O.S. 35 -10' 23 -1 " I j 35'-10" 20'-7" R.L. TO R.L. GRID GIRDER SUPPORT AT STEEL BEAM -SEE 11/S5 PROJECT NORTH ROOF FRAMING PLAN 1/8":1'-0" 1. TRUSS BEARING 13'-6" ABOVE FINISHED FLOOR. 2. FOR TRUSSES, SEE GENERAL NOTES. 3. FOR ROOF SHEATHING, SEE GENERAL NOTES. 4. TOP OF STEEL IS NOTED ON PLANS AS (X' X"). 5. FACE OF STUD IR OUTER FACE. (F.O.S.) 6. FACE OF VENEER IS OUTER FACE. (F.O.V.) 7. ROOF LINE IS OUTER FACE OF 1 1/2" BLOCK. (R.L.) 8. RT1: INDICATES TRUSS PROFILE PER SHEET S7, TYP. S6 MET L . TUD JOl STS kT 2" .C. 6 0S1 2- 3 I I I I I I I I I I I I I I a ■ ■ S6 CONSULTANT: 9 VA T DOOR FRA�l N G\, SEE 6/S6 STEEL COLUMN S6 PER FDN, PLAN STEEL COLUMN PER FDN. PLAN REVISIONS: NO, DATE REMARKS 1 12.06.02 OWNER REV. 5 01.28.03 OWNER REV. 2 VAULT MEZZANINE FRAMING PLAN 1/4°_1'-0" ■ BRICK VENEER 1 ON ANGLE LEDGE 1 1/2' OLUMN DOES NOT ALI 6" �-1'-4 1/2' WITH HIP CORNER A j - - AMSOUTH I BANK 25.FL-C.D METAL STUD WALL 4471W.1STSTREET BRICK VENEER SANFORD, FL i BRICK VENEER ON ANGLE LEDGE COPYRIGHT © 2002 IIYfERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR �I r'� I PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE TS 12x6x1/ (LOW) ! a '� m I m D PROHIBITED. W 16x36 r L ROOF LINE N _ �C14 4 N 2,-0" , 2, 0.. , COLUMN DOES NOT ALIGN 3" ` WITH HIP CORNER 9 2'-3" 1'-6"`1'-6" ,3'-0" 16'-10" 3'-0" 1 1/2" 23'-1 " PROJECT NO: 2002,0093 DATE: 4 5 ARRII Ai S4 D TOWER ROOF FRAMING PLAN 114 1.-o" CHECKED: sazv-Arlo , MODIFIED:03/25/03 14:55:57 J:\A-J\AMSOUTH\2002.0093\02093S4.DWG 1/8'= V-0' STEHAN PLOTTED: 04/11/03 07A15:14 J:\A—JWaSOUIH\2002.0093\0209354,DWG 1/8'=1'-0' LESNAG ____ ■ ■ ■ PLYWOOD DECK GIRDER BLOCK SOLID AS REQD Fv = 7430# TO ATTACH ANCHOR BEND ANCHOR ACROSS TOP OF TRUSS AS REQD. ATTACH ANCHOR TO GIRDER WITH (10) 10d NAILS SIMPSON HGT OVER ANCHOR GIRDER TO STUDS. MULTI -PLY GIRDER WITH (2) SIMPSON HTT22'S ATTACH ANCHOR TO METAL TRIPLE 14 GAGE STUD '. STUDS WITH #10 SCREWS SEE GENERAL NOTES ANCHOR METAL STUDS TO FOUNDATION W/(2) SIMPSON S/HD8 3/4"0 ANCHOR BOLTS. •n q: �.giz�4l. t 10 GIRDER SUPPORT AT STUD WALL m-one 0 VENEER, SEE ARCH. DWGS NTS BEND ANCHOR ACROSS TOP OF TRUSS AS REQD ++ ATTACH ANCHOR TO GIRDER ++ i + W/ (10) 10d NAILS + + + 1 ++ i+ i + ATTACH GIRDER WITH (2) SIMPSON HTS20 ONE TREATED EACH SIDE. ATTACH TO DOUBLE 2xl4x1'-0' BEAM W/ (10) 10d EACH SIDE OF BEAM. NAILS ATTACH TO BEAM W/ MIN 6) 5/8"O A307 - THRU E30LTS STEEL BEAM PER PLAN PL 3/8x6"xO'-8" 1" Ip IN. BEAM -SEE PLAN 1 /4 1 /4 3/8" STIFFNER BEAM -SEE PLAN ' 1/4 • ' 1 /4 COLUMN CAP PLATE 3/4"xl0"xl'-2" 1/4 SECTION DN sn-arts 1'-O" MAX. 3/8" STIFFENER PL EACH SIDE 3/4" CAP PL NOTE: W/(4) 3/4„ 0 MINIMUM 1/4" THICK A325 BOLTS CONNECTION PLATES STL. ('OLUIr,,. PER PLAN CONNECTION PLATES OR DBL ANGLES EACH SIDE 11 GIRDER SUPPORT AT STEEL BEAMS NTS 8 BEAM TO COLUMN DETAIL sn-ort CONNECTION PLATE ' THRU COLUMN NOTE: FOR COLUMNS B-5 AND D-4 PIPE OR TUBE COLUMN NOTE: MINIMUM 3/8" THICK CONNECTION PLATES m-mt6 9 BEAM TO COLUMN CONNECTION DETAIL ■ 3/4"=1'-0" IFFENER I SIDE D PL /4"0 LTS K--2x BLOCKING CONT j 12 7 1/2 5/8" ROOF SHEATHING —1 / 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-orzs 5/8" o SHEATHING 1n oD 3/4" ROOF SHEATHING o 0 _(!—GIRDER TRUSS PER TRUSS MANUF. 2x CO T BLOCKING HANGER PER TRUSS MANUF. COL. ROOF TRUSS, FOR PROFILE, SEE J ARCH'L DWGS. FOR LOADS, SEE GENERAL NOTES,, PLANS AND SPECS. DESIGN TRUSS FOR BEARING OFFSET FROM PANEL POINT ROOF SHEATHING 10 1/2" 2x6 OUTRIGGERS co 10 :jLT.O. TS COLUMN L5x5x3/8 STRUT CD 6 / S5 / z_ LL / BRICK VENEER j `o chi) SEE ARCH. DWGS NTS 5 SECTION sn-orz+ NTS SECTION `-- PROVIDE STUDS AT L5x5x3/8 j TRUSS FOR LATERAL TS6x6 BEYOND I BRACING OF BRICK 3/16 3/16 COL 2" MIN BRICK EA SIDE 1/4xCONNECTOR PLATE -SIZE TO PROVIDE MIN. L5x5x3/8 I WELD ON ANGLE „I s: u 3/16 2" MIN 3/16 EA SIDE I TS 6x6 ±5'-9" VERIFY WITH ROOF LAYOUT ' INTERPLAN 5 CL OF COL, ROOF TRUSS, FOR PROFILE, SEE STUD SHEET S7 FOR LOADS, SEE GENERAL ARCHITECTURE 110 1/2" I NOTES, PLANS AND SPECIFICATIONS. ENGINEERING 12 DESIGN TRUSS FOR BEARING OFFSET INTERIOR DESIGN 7 1/2 FROM PANEL POINT. 9 PROJECT MANAGEMENT. Z - AA 004320 5/8' SHEATHING CA8660 V) � CD I 2x CONT 933 LEE ROAD, FIRST FLOOR Ag I � / 2x 12 CONT ORLANDO, FLORIDA 32810 SIMPSON NAIL TO SILL PLATE PH 407.645.5008 H 10 ©EA. W/ 10d NAIL @ 6 FX 407.629.9124 FACE OF TRUSS NAIL TO SHEATHING W/ 8d NAIL ® 6 i SEAL: / DOUBLE 2x6 SILL PLYWOOD WALL PLATE -STAGGER o SHEATHING SPLICE AT 6'-0"- / W/1/2"O THRU—BOLT @24" O.C. 4 6" METAL STUD '� / AND CAP Erg VENEER - SEE �I ARCH. DWGS 1 I CONSULTANT: 3/4"=1'-0" 1 SECTION 3/4"=P- ' sn-onJ ROOF TRUSS, FOR PROFILE, SEE ARCHITECTURAL DRAWINGS. FOR C O L LOADS, SEE GENERAL NOTES, PLANS AND SPECIFICATIONS. DESIGN TRUSS 1'-5 1/2" FOR BEARING OFFSET FROM PANEL POINT. PROVIDE (2) SIMPSON TB36 X BRACING BETWEEN EACH TRUSS. 5/8" SHEATHING SIMPSON H10 ©EA. FACE OF TRUSS 2x CONT REVISIONS: NO. DATE REMARKS 1 12-06-02 OWNER REV. TRUSS BEARING 5 01-28-03 OWNER REV. 6 1/2 1 „ 2 7 03-25-03 STRUCT. CZAR. PT. DOUBLE 2x6 SILL 9 04-10-03 OWNER REV. PLATE -STAGGER SPLICE AT 6'-0"- (2) # 10 SCREWS @24" O.C. W/l /2"O THRU-BOLT @24" O.C. 1 /2"0 CARRIAGE BOLTS 012' O.C. (STAGGERED) O 5/8"PLYWOOD WALL SHEATHING O I 16GA. 6" METAL STUDS @24 O.C. ■ ■ (TYP.) #8 SCREWS 8„ V-4" ARCHITECTURAL FINISH 2 SECTION r_0" SEE ARCH. DWGS 3/4"=1'-0 .re-orrn-e - COL l'-7 1/2" 5/8" SHEATHING 7 12 2x CONT. DIAPHRAGM BLOCKING _ / NAIL TO SHEATHING TOP & SIDE ROOF TRUSS, FOR PROFILE, SEE / 1 2 " ARCHITECTURAL DRAWINGS. FOR W / 8d NAILS ®6O.C. (TYP) 3/4"=1'-0" LOADS, SEE GENERAL NOTES, PLANS (1 NAIL TOP, 2 NAILS SIDE) AND SPECIFICATIONS. DESIGN TRUSS FOR BEARING OFFSET FROM PANEL POINT. _2x CONT 2x BLOCKING CONT. AMSOUTH NAIL TO BOTTOM CHORD / 5/8" SHEATHING W/ (2) 10d TOE NAILS ! BANK ATTACH TO WOOD SILL PLATES W/ SIMPSON A34 BETWEEN EACH TRUSS. 2x CONT. DIAPHRAGM BLOCKING CD 25.FL-C.D NAIL TO SHEATHING 0 BOTTOM z 4477 W. STREET. & SIDE W/ 8d NAILS 0 6" O.C. Q (TYPICAL) n SANFORD, FL 1/2"0 CARRIAGE BOLTS (1 NAIL BOTTOM, 2 NAILS SIDE) _q ® 12 (STAGGERED) (cpj SIMPSON H2.5 EACH j C YRIGHT ©2002 FACE OF TRUSS / I RPLAN LLC RESERVES EXCEPT USE H10 C PYRIGHT & OTHER RIGHTS EA. FACE OF RE ICTING THESE DOCUMENTS RT3, RT4 & RT5 // j = W16 -SEE PLAN TO E ORIGINAL SITE OR P POSE FOR WHICH THEY WERE 3/8" THICK PR ABED, REPRODUCTIONS, DOUBLE 2x6 / PLATES EACH SIDE cn C GES OR ASSIGNMENTS ARE SILL PLATE o P HIBTTED. = TS 12x6 - SEE PLAN j SUPPORT EACH END s W/ L4x4xO'-4" WELD > a TYP TO COLUMN ui 3/16 / C6x8.2 AT 4'-0. MAX ROLLED PLATE ROLLED . DWGS - FOR PROJECT NO: 2002,0093 SEE ARCH. DW CONTINOUS 1/8x2'-8"xCONT RADIUS DATE: WELD TYPICAL EXTEND ENDS TO FlCE WELD TO BE OF BRICK COLUMN APR ROUND SMOOTH 6" 2'-0" 6" 3/4" =1'-0" 5n-Dr21� SECTION S5 :T 3/4" =1 '-0" CHECKED: MODIFIED:04/10/03 17:36:55 J:\A-J\AMSOUTH\2002.0093\302055.DWG I/8'=1'-0' LESNAG PLOTTED: 04/11/03 07:06:04 J:\A-J\AMSOUTH\20N2.0093\02093S5.DWG I/8'=1.'-0' LESNAG ■ u "M 6" EXTERIOR METAL STUD 0 HARDIE PLANK CEMENT 6" STUD TRACK CONT. - -� COMPOSITE PANEL DECKING ATTACH TO JOIST - OVER 5/8" TYPE "X" GYPSUM NOT EXTERIOR STUDS BOARD PER ARCH'L DWG. WEB STIFFENER O 6" METAL STUD JOIST - SEE PLAN 0 0 1 5/80 5/8", 20GA. METAL STUD @12" O.C. UNDER EACH JOIST 7 SECTION sn-orn 64 METAL STUD JOIST - ATTACH TO EACH STUD W/(2) #10-16 SCREWS 8 SECTION Sn-OIJi 9 SECTION s¢-vrn HARDIE PLANK CEMENT COMPOSITE PANEL DECKING OVER 5/8" TYPE 'T GYPSUM BOARD PER ARCH'L DWG. HARDIE PLANK CEMENT COMPOSITE PANEL DECKING OVER 5/8" TYPE "X" GYPSUM BOARD PER ARCH'L DWG. O 6" METAL STUD JOIST - SEE PLAN 0 0 T.O. DECKING PER ARCH'L NTS lO EXTERIOR P r---n--- rr---rr---n---rr-- -- •1 1---I I I I --1 11---IT-- I I _—Ti - 2 METAL STUDS AT .I I I I EACH PA EL EN (2)6" METAL STUDS AT 600T125-54 EACH PANEL END B TO e I I I I I I DOUBLE 2x SILL I I •II II II II II I•I II SCREWS IN FIELD OF ATTACH W/24 #10 SCREWS PANEL AT 12" O.C. 'II II II II II II II II •I I I I I I I I I I I I I I I I �• BLOCKED AT PANEL •I I I•I i•I I'I I•I I•I i•I I i -EDGES WITH 6" V SIMPSON s/HD8 AT 6„ METAL TRACK EACH PANEL END I L =- Ll - .- -11. - - I L =- L1- - -I-1- - - -1 L - - 1.1=4�� - TRACK 60OT200-54 •I —�---1 — —-I—9---t-- f--- •II II II II II II II II II .II I•I I.I I.I I.I I.i I.I I•I ' II II II II II II II II �II II II II II II II II II CONCRETE SLAB 7/8"� HILTI HY150 EPDXY ANCHOR W/1 t 1/4" EMBEDMENT ,Ii II it II II ii II II I O SECTION _ I I I'I I'I I'I I'I I'I I'I I'I I'I I•I 'II II II II II II II II II II -��, •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 I'I I•I I•I I'I I I I•I I'I II II II II II II II II �I �I �. I I I.I I•I I•I I•I I•I I•I I.I .I .I 6" METAL TRACK 01 I I I I I I I I I (24) #10 SCREWS---- .1 I I I I I I I I I I I I I I I I I I I SCREWS ON PANEL I'I I'I I'I I'I I'I I'I I'I I'I I•I I• EDGES AT 4" O.C. •II II II II II II II II II II II 'Il II II II II II II II II II I ® •I t I�I I'I I�I I•I I�I I•I I�I I•I I'I I ===t- —__ ===t =_ __===1- _ — •II II II II II II II II it it it 'Il II II II II II II II I (z) s" METAL STUDs 'I I I'I I�I I�I I�I I�I I�I I�I I'I I•I SIMPSON S/HD8 •I I I I I I I l I I I I I I I I i t I•I �•I W/ANCHOR BOLT ,I I I•I I•I I•I I•I I•I I•I I•I .I x II II II II II II II II II II II I � 'll II II II II II II II II II II II O SECTION •I I I'I I'I I'I I'I I'I I'I I'I I'I I•I I•I I•I .II II II II II II II II II II II II A II II II II II II II II II II II II �II I�I I�I I�I I�I I�I I�I I•I I�I i•I I�I I'I II II II II II II II II II II II •II I.I I•I I.I I•I L•I I•I I•I I•I I.I i.l OD SHEAR WALL PANEL CONSTRUCTION NTS Li— --i i--_iL--LI_--L1---1L--LI---LL-- . . . . . . • . . • • • . • • . • • . • • • • . . . 3'-4" R.O. 15'-3" F.O.S. (� TRIPLE STUDS 12" 14'-3" F.O.S. BEARING STUD 6" STUD TRACK CONT, 1 5/80 5/8", 200A. METAL STUD @16" O.C. UNDER SIMPSON S/ EACH JOIST WEB STIFFENER 6" METAL TRACK CONT. AT PERIMETER 6" STUD TRACK CONT. 1 5/8x6", 20GA. METAL STUD @ 12" O.C. UNDER EACH JOIST OPLAN VIEW 3'- 4" R.O. SIMPSON S/HD8 FULL HEIGHT STUD 15'-3" F.O.S. TRIPLE STUDS 12" 14'-3" F.O.S. SPACE (2) STUDS (3) STUDS HORS SEE DETAI _1E (1) BEARING STUD Ak OPNG (1) B ING TUD (3) FULL HEIGHT TUDS 1 1 1 J�SIMPSON HTT14 / L/V SIMPSON S/HD8 TYP NTS (�, DETAIL AT DOOR OPENING �� sit-cru ■ 16 GA. RUNNER CONT. TRIPLE STUD COL. @ GIRDERS.. SEE PLAN FOR LOCATION. CONNECT VERTICAL STUDS PER DET. 2/S6 OR 4/S6 @ CONTRACTORS DISCRETION. — (1) FULL HEIGHT STUD NOTE: SEE FOUNDATION PLAN FOR LOCATIONS. 3/4" = l .-0" 60CR16 RUNNER O2 METAL STUD HEADER DETAIL SECTION sn-a ■ ■ TOP & BOT� 1012 rr BOTH SIDES 106 NTS 3 SECTION M-ous WRAP SIMPSON WRAPS @ 45' W\ (1) SHEET METAL #10 SCREW @ EA. STUD FLANGE INTERSECTION. NOTE: PLYWOOD PANELS TO BE INSTALLED HORIZONTALLY = TRACK ANCHORS - SEE GENERAL NOTES CONCRETE SLAB SCREWS @ 6" (Ty'-) 60CR16 RUNNER (3) 80SJ16 60CR16 RUNNER NTS INTCRPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 328.10 PH 407.645.5008 FX 407.629.9124 SEAL: 0 0 CONSULTANT: I REVISIONS: NO. DATE REMARKS 7 03-25-03 STRUCT. CLAR. 9 04-10-03 OWNER REV. AMSOUTH BANK 25.FL-C.D 4477 W. 1 ST STREET SANFORD, FL ■ COPYRIGHT © 2002. 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. I I I I BASE PLATE AND RECESS - SEE 3/S3 -- I -- — - \__ � -- �s �s zs zs b H H VAULT DOOR FRAMING NTS sn-orn ■ 1 MODIFIED:04/10/03 17:49:19 J:\A-J\AMSOUiH\2002.0093\3020S6.DWG PLOTTED: 04/11/03 07:05:55 J:\A-J\AMSOUTH\2002.0093\02093S6.1)WG PROJECT NO: 2002.0093 DATE: S6 CHECKED: 1 1 3/4'=1'-0' LESNAG 3/4'=1'-6' LESNAG ■ ■ INTERPLAN ARCHITECTURE ENGINEERING 12 INTERIOR DESIGN 7.5 F- PROJECT MANAGEMENT co co 12 5 1 12 12 AA 004320 � 7.5 (— CA 8660 7.5 w co I I c co 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 a " 25'-2"PH 1 -4 1o. -4 lo FX 407.629.910024 2.7' -10" " SEAL: " 12" 15 -1 C-, VERIFY L12 15 -1 BEARING �E BEARING o ERI EDGE OF BEARING EDGE OF CL BEARING BEARING BEARING EDGE OF RT 1 1 /41,= 11 _011 CL BEARING BEARING tan-+Rn ■ RT6 ,,4,�= ,_0�� RT 7 �,4„=1,_0, RT l 6 �,4�,=�, 0„ ■ Ja18-iRla ■-W#-IRrJ ■ 1 2 ■ . ■ cl' CONSULTANT: Jail-Rlla ■ - 7.5 F- - � I co " 56'-4" 9„ 12 12 7.5 (- 7.5 F 57'-10" P 00 - 12 0o 7.5 F— 7.5 � w CL BEARING BEARING 00 I 00` I REVISIONS: NO. DATE REMARKS RT2 1,$=1,-0„ i 12.06.02 OWNER CLAR. CD 15-1 ° 12" 15'-1" JM-im s VERIFY 9 BEARING 13-10 I EDGE 0 F BEARING EDGE OF 12" ICL BEARING BEARING : N CL BEARING EDGE OF CE BEARING 12 BEARING 1 00 7.5 m RT 1 5 1 14"= 1'-o° RT 1 7 1 /4°= 1 0'� ■ Ja1g-Rre J821-4er9 ■ ■ ■ Ja11-(RI,J ■Jan-Rns ■ ■ 9.57'-7" 1 -0" JkNsom 59'-4" CL BEARING BEARING OLI 12 N �V2 7.5 (- 12 RT3 co - JH?D-,RIJ ■ s = I m � I M M Cs I CV 12" VERIFY 12 01 57'-1012" VERIFY o0 7.511 (— co a C EDGE OF CL BEARING EDGE OF AMSOUTH BEARING BEARBEARINGING BEARING I '11 ' CL BEARING � BEARING EDGE OF M BEARING BANK 9„ 57'-7" _ 25.FL-C.D 4477 W.1 ST STREET - - RT 12 _ 59'-4" RT 11 1,4H=1 011 1 �4"=1'-o�� WORD, FL /$u= �_0�� RT 1 O & t^L BEARING GTI �n-Rrn ■ CL BEARING ■ tan Rn. ■ ■ COPYRIGHT ©2002 ■ Jan-4rl ■ INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS ��_ " RESTRICTING THESE DOCUMENTS 1 �$1 ,_0 TO THE ORIGINAL SITE OR RT4 PURPOSE FOR WHICH THEY WERE �9-wr, ■ PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE 12 PROHIBITED. 7.5 (- 12 :N 7.5 F— 12 12 N co 7.5 F— A 7.5 F— co m 00 M w Is, � I " r'-) 9" 57'-7" t -0 PROJECT NO: 2002.0093 9" 57'-7" e.1 -0 12" VERIFY DATE: 59'-4° 59 -4 12" VERIFY BEARING EDGE OF C BEARING! FR BEARING CL BEARING BEARING BEARING EDGE OF CL BEARING BEARING S7 RT 13 1 /411 = 1'-0 RT 14 1,4,� _ ,-oCHECKED: '� � �$°_ �'-o� GT2°-�� ■ ■ Jarr-Rr1J ■ .ter-m,� ■ MODIFIED: 14:36:07 J:�-J�MSOUTH\2002.0093\02093S7.DWG 1/8'=1'-0' STEFIAN ' IN PLOTTED: 04/11/03 07:05:47 J:\A-J\PhISOUTH\2002.0093\02093S7.DWG 1/8'=1'-0' LESNAC ' , AIR HANDLING UNIT SCHEDULE SYMBOL TOTAL CFM O.A. CFM E.S.P. (IN. W.C.) FAN H.P. COOLING. CAP. (MBH) HEAT PUMP AUX. HEAT ELECTRICAL MANUFACTURER MODEL NO. TOTAL SENSIBLE BTUH O,A. TEMP KW STAGE VOLTS/PH./HZ. UNIT MCA UNIT MOCP AHU-1 4205 800 1.5 3.0 .121.0 84.7 77,2 27'F 18.7 2.0 208/3/60 73 80 TRANE TWE120 AHU-2 800 0 0.5 1/8 17.0 12.0 - - - 208/1/60 8.0 15 TRANE TWE018 OUTDOOR AIR COOLED HEAT PUMP UNIT SCHEDULE SYMBOL MANUFACTURER/ MODEL NO. TOTAL COOLING CAPACITY MBH TOTAL HEATING CAPACITY MBH SUCTION TEMP ('F) LIQUID TEMP ('F) . AMBIENT TEMP ('F) ELECTRICAL REMARKS VOLTS/PH/HZ UNIT MCA UNIT MOCP HP-1 TRANE TWA060 59 42 45 120 95 208/3/60 26 40 HEAT PUMP (AHU-1) HP-2 TRANE TWA060 59 42 45 120 95 208/3/60 26 40 HEAT PUMP (AHU-1) CU-3 TRANE TTRO18 17 - - 45 120 95 208/1/60 11 15 CONDENSING UNIT (AHU-2) ARCHITECTURE- 1. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT. AS GRILLE OR REGISTER, CEILING ENGINEERING SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT FD INTERIOR DESIGN WITH ANY DRAINS, VENTS, MECH. PIPING OF ANY KIND, FIRE DAMPER AND SLEEVE, PROVIDE ACCESS DOOR PROJECT MANAGEMENT ELECTRICAL, ETC. 2. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE MOUNTED GRILLE OR REGISTER, SIDEWALL AA004320 ON MANUFACTURER'S SUPPLIED EQUIPMENT CURB OR SUPPORT CA 8660, RAILS. EXCEPT FOR THE ROOF TOP A/C UNITS, WHICH WILL BE SUPPORTED ON STRUCTURAL BEAMS. ALL ROOF CONICAL SPIN -IN FITTING WITH BUTTERFLY DAMPER MOUNTED EQUIPMENT AND PENETRATIONS SHALL BE FLASHED WATERTIGHT (12" MIN.) ROOF CURBS SHALL BE 933 LEE ROAD, FIRST FLOOR 12" MINIMUM IN HEIGHT AND SHALL BE INSULATED. I WALL MOUNTED THERMOSTAT ORLANDO, FLORIDA 32810 PH 407,645.6008 3. FIELD VERIFY EXACT LOCATION OF ALL EQUIPMENT WITH FX 407,629,91,24 . ARCHITECT/OWNER PRIOR TO INSTALLATION. INFORM OWNER OF ANY EQUIPMENT ITEMS THAT REQUIRE RELOCATION. SEAL: 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE AIR DEVICE SCHEDULE 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. FIRST THREE LETTERS NUMBER OF DUPLICAT REFERENCE AIR DEVICE BY THIS SYMBOL 1(3N)ATED TYPE IN SPECIFICATIONS (CDA) 5. CONDENSATE DRAINAGE FROM ROOF TOP UNITS NOTE SHALL BE TRAPPED AND RUN AS SHOWN ON DRAWINGS. 3) DA HP-1 AND HP-2 ARE BOTH CONNECTED TO AHU-1 WHICH HAS TWO COILS (12"x12") 2X12 _ RUN ONE SET OF REFRIGERANT LINES TO ONE COIL AND THE OTHER SET TO THE OTHER COIL CONNECTION. 6. PROVIDE VIBRATION ISOLATION DEVICES AND NECK SIZE IN INCH 50 FOURTH CHARACTER A [GATES BLOW PATTERN (4-WA,���:��r. FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. IN LINE EXHAUST FAN SCHEDULE SYMBOL CFM S.P. (IN. W.C. RPM MAX. SONES ELECTRICAL LOCATION TYPE DRIVE MANUF. H.P. VOLTS/PH./HZ. EF-1 500 .50 1050 8 1 /6 120/ 1 /60 ABOVE CLG. 1 NLI NE BELT PATTON ■ 7. ALL FLEXIBLE DUCTS SHALL BE SUPPORTED EVERY AIR QUANTITY DELIVERED CONSULTANT: 4'-0" WITH 2" WIDE GALV. STEEL BANDS. MINIMUM DEVICE IN CFM (250 CFM 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. ABBREVIATIONS IQTIC�1 VS 10. THE CONTRACTOR SHALL PROVIDE COMPLETE !� INFORMATION AND COOPERATION TO THE OTHER AB.CL'G ABOVE CEILING CONTRACTORS & TRADES AS REQUIRED FOR COMPLETION ABV, ABOVE AND COORDINATION OF THE COMPLETE PROJECT. AC ALTERNATING CURRENT OUTSIDE AIR CALCULATIONS PER AS H RAE - 6 2 AFF ABOVE FINISHED FLOOR 12. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE ANSI AMERICAN NATIONAL STANDARD INSTITUTE FLASHED THROUGH "PATE" CURBS OR PIPE SEALS A ZONE-1 (OFFICE) I MINIMUM OF 12" ABOVE THE ROOF, BY ROOFING APPROX. APPROXIMATELY 2829 TOTAL SQ. Fr. CONTRACTOR. PROVIDE AMPLE SUPPLY TO ARCH. ARCHITECTURAL REViSIpNS: ACCOMMODATE ELECTRICAL CONDUIT PENETRATIONS ATM ATMOSPHERE NO. DATE REMARKS ' OCCUPANCY LOAD AVG AVERAGE 20 PEOPLE 13. THERMOSTATS SHALL BE LOCATED GENERALLY AS SHOWN BTU BRITISH THERMAL UNIT 20 PEOPLE x 20 CFM PER PERSON- 400 CFM MINIMUM OUTSIDE AIR REQUIRED BUT THEIR EXACT LOCATION SHALL BE FIELD COORDINATED CFM CUBIC FEET PER MINUTE_ TOTAL - 800 CFM OUTSIDE AIR SUPPLIED TO TOTAL SPACE TO AVOID INTERFERENCE WITH WALL MOUNTED WORK. CONC. CONCRETE COND CONDENS(-ER -ING -ATION -ATE) 14. INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE AND CONIC ' CONNECTION NATIONAL CODES, AND WITH LATEST ASHRAE PUBICATIONS. WORK SHALL BE NEAT AND WORKMANSHIP SHALL BE DEG OR DEGREE ACCEPTABLE TO BUILDING STANDARDS. DIAMETER DN. DOWN ,t3 15, DURING THE BIDDING PERIOD, EACH CONTRACTOR SHALL DWG. DRAWING VISIT THE SITE AND VICINITY TO DETERMINE THE EXISTING EA. EACH , CONDITIONS INVOLVED IN AND EXPECTED BY THE WORK ELEC. ELECTRICAL • INDICATED BY ALL CONTRACT DOCUMENTS. CONTRACTOR'S ■ ELEV. ELEVATION • ■ ■ • FAILURE TO REASONABLY DETERMINE AND/OR ANTICIPATE EQUIP. EQUIPMENT THE EFFECT OF EXISTING CONDITIONS AND INVOLVED THEREBY EXH EXHAUST Jkmsom SHALL NOT BE JUSTIFICATION FOR ADDITIONAL COMPENSATION. FAILURE TO REASONABLY DETERMINE AND/OR ANTICIPATE 'F DEGREES FAHRENHEIT F.C. FORWARD CURVED 16. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE EXTERNALLY FPM FEET PER MINUTE INSULATED GALVANIZED SHEET METAL DUCTWORK WITH MINIMUM FT FOOT OR FEET THICKNESS THAT CONFORMS TO STANDARDS FOR PARTICULAR GA GAGE OR GAUGE LOCAL CODES AND IN NO CASE HAVE AN R-VALUE OF NOT LESS THAN 6.0. ALL AIR OUTLETS SHALL HAVE VOLUME DAMPERS. HP HORSE POWER 17, ALL EXHAUST AIR DUCTWORK SHALL BE MIN. 24 GA. GALV. HTR HEATER 3 SHEET METAL DUCTWORK, DUCTBOARD IS NOT PERMITTED. HVAC HEATING, VENTILATION AND AIR CONDITIONING HZ FREQUENCY 18. DUCT INSULATION CLOSURE SYSTEM SHALL CONSIST OF IN. INCHES a' GLASS FABRIC AND NON MIGRATING MASTIC, SEAL AIR TIGHT. KW KILOWATT 19. BUILDING AIR SYSTEMS SHALL BE BALANCED PER MAX MAXIMUM DATA INCLUDED ON THE DRAWINGS TO ACHIEVE MECH. MECHANICAL RELATIVE AIR VOLUMES AS INDICATED ON THE MFR. MANUFACTURER DRAWINGS AND SCHEDULED HEREIN. MIN MINIMUM MISC. MISCELLANEOUS 20. THE CONTRACTOR SHALL ENGAGE AN INDEPENDENT AIR N/A NOT APPLICABLE BALANCING AGENCY SUBSEQUENT TO THE APPROVAL OF THE OWNERS REPRESENTATIVE. THE T&B AGENCY CAN NC NOISE CRITERIA ONLY ACT AS HIS OWN REPORTING AGENCY IF NEC NATIONAL ELECTRIC CODE /� A/�CO� jIH U SUITABLE INSTRUMENTS HEREINAFTER REQUIRED ARE OA OUTSIDE AIR /'°1MS DEMONSTRATED TO BE PART OF HIS NORMAL % PERCENT PROCEDURE TO THE SATISFACTION OF THE OWNERS BANK REPRESENTATIVE. THE T&B AGENCY SHALL BE AABC OR P.D. PRESSURE DROP NEBB CERTIFIED. PH PHASE 25,FL-C,D 21. IT SHALL BE THE RESPONSIBILITY OF THIS T&B AGENCY TO PRESS PRESSURE 4477 W.1ST STREET PROVIDE THE LOCAL BLDG. DEPT. AND OWNER WITH PSI POUNDS PER SQUARE INCH PROPER TEST & BALANCE DATA ON AABC OR NEBB FORMS. RPM REVOLUTIONS PER MINUTE SANFORD, FL • SEC SECOND ■ ■ - ■ ----- ■ 22. EQRE IN DUCTWORK SMOKE DETECTORSREQUIREDCOFLL BE SF SQUARE FEET • ■ AT TYPE LISTED ULOR FM FOR SH SENSIBLE HEAT COPYRIGHT @ 2002 DUCT INSTALLATION. DUCT DETECTORS SHALL BE SPECS. SPECIFICATIONS INTERPLAN LLC RESERVES PROVIDED WITH AN APPROVED DUCT HOUSING, COPYRIGHT & OTHER RIGHTS MOUNTED EXTERIOR TO THE DUCT, AND SHALL BE STD STANDARD RESTRICTING THESE DOCUMENTS PROVIDED WITH PERFORATED SAMPLING TUBES TEMP TEMPERATURE THE ORIGINAL EXTENDING ACROSS THE WIDTH OF THE DUCT. ALSO TOT TOTAL ICHSITE THEY PURPOSE FOR WHICH THEY WERE PURPOSE PROVIDE SMOKE DETECTORS WITH A REMOTE ALARM TYP TYPICAL PREPARED, REPRODUCTIONS, INDICATOR WITH KEY SWITCH FOR RESET. UL UNDERWRITERS LABORATORIES CHANGES OR ASSIGNMENTS ARE ACTIVATION OF A DUCT DETECTOR SHALL CAUSE SHUTDOWN OF IT'S RESPECTIVE AIR CONDITIONING VOL VOLUME PROHIBITED, UNIT. CONTROL AND INTERLOCK WIRING SHALL RUN W WATT IN CONDUIT WHICH SHALL BE SIZED TO SUIT THE W/ WITH 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 906 96 54 AND NFC 101. LIFE SAFETY CODE. , 777—:7— DRAWING N OTES N, INTCRPL:A'Ys AL 1. L 2x4 LIGHT FIXTURES ARE TO BE RETURN AIR TROFFERS RATED FOR 20Q EACH CFM ARCHITECTURE i COORDINATE WITH. ELECTRICAL Ef�ING 2. - PROVIDE 0 IDE AND INSTALL QTY (2) GREENHEGK MODEL G 141 B INTERIOR DESICa�t W/OPT10 1VPH EWITH ATTIC. 'PROJECT MANAGEMENT 1667 CFM, 1 /6TOP. 1 1 OVPOWERED VENTILATORS,/ / BUILT IN U - CONTROL INSTALL S. A L ON FLAT PORTION OF ROOF, ' . AA ba43 �3. GRAVIY INTAKE HOOD RATED FOR 1200 CFM @ 0.1" S.P. MINIMUM CA8660 1.4 SO. FT. FREE AREA INTAKE. PRIOR TO INSTALLATION, VERIFY EXACT LOCATION WITH ARCHITECT. 4, ALL ROOFTOP EQUIPMENT TO BE SUPPLIED PAINT GRIP FINISH 933 LEE ROAD, FIRST FLOOR, COLOR TO BE PER ARCHITECTS REQUEST, ORLANDO, FLORIDA 32810 ' 5. PROVIDE VERTICAL EXTENSION FLASHING TO PH 407,.645.5008 UPSLOPE SIDE OF HOOD, FX 407.629,9124 ' - 6, PROVIDE ALL AIR HANDLER UNIT CONDENSATE DRAIN LINES t WITH 1" THICK INSULATION. SEAL: 7. PROVIDED MINIMUM 12X12 KEYHOLE OPENINGS IN ALL WALLS ABOVE CEILING WHICH EXTEND TO DECK TO ALLOW AIR TRANSFER BACK TO AHU. CD 8. ALIGN 48x6 LINEAR BAR GRILLES WITH 2'x4' LAY IN FIXTURES IN LOBBY. - - PROVIDE A 4" CONCRETE' 9. THIS CONTRACTOR SHALL VERIFY, WITH OWNERS VENDOR, ALL f PAD APPROX, 60"x48, VERIFY WITH UNIT MFR, EQUIPMENT AND DEVICES, ETC. AND ALL QUANTITIES PRIOR TO _ HP BID AND PROVIDE ALL ACCESSORIES NOT INCLUDED AND PART CU-t ■ OF THE "OWNER -FURNISHED EQUIPMENT". CONTRACTOR IS ■ :r O.A. INTAKE INTAKE LOUVER WITH BlRDSCREEN0 RESPONSIBLE FOR PROVIDING ALL EQUIPMENT AND ACCESSORIES CONSULTANT: & PLENUM FULL SIZE OF LOUVER ERA SHOWN WITHIN CONTRACT DOCUMENT. 6r x HAUST LOUVER sxs 200 ERA WORKROOM % 6x6 11 JAN, �f I t 80 U i 1 (-- J Q _ }1 Q9 B ('0x6 112 ERA 6x6 ft sD I 1 „D ' r f9� _ r 1 - x x UCT - - 19' 6x 120 MEN i 1 r i x CD ' „ _ ERA 6x6 ; ATTIC AIR INTAKE HOOD 08 \ 1 `1Ztit --,-- 120 h SEE NOTES 3,4,AND 5 - i� /75 , sx I C 0 I , A - o� woM. 114 t - CDA 9x9 150 _ 8. ( N IT FF' U-1 T �2 CD64 REVISIONS: t ; OR R — OM — — T SI CO E NE T R 10 G�T' TER OI At -iNT OOf} 50 NO. DATE REMARKS . - 105 -.. � _ _ 4 SEE NOTE 3, 4, AND 5 1 12/06/92 OWNER REVISIONS' , 0 0 0 o f'D i 5 1/28 03 R S / OWNER REVISIONS ` Ca — O O axa 95 8"� (3 - - A - (3 SRAi OB Y -' _ TL MANAGER_ 1 j ,' r-� 35Q-CDA4 112x12 -265- -� - LE S ■ O �° v NOTE 2 1 D i ; .. -. - 0 0 D _ �_T 24x1 ANSFE F / .- ( N_ I / [� —_ -- —T-- _--- ----_ L — - 0 KR tQ-3r- 0 f— - 8- 4121 TR I NSPER ( }- QN EER 101 CDA4f 12xl2 [2 O Q -- _. . CDA4 OPEN OFFICE 12x12 102 CDA4 9x9 270 180 tr AMSOUT�I t - BANK 25.FL-C,Q , 1 MECH. ROOM PLAN 1/4"=1'-0� 4477 W. 1 ST STREET :- SANFORD, FL COPYRIGHT © 2002 REFRIGERANT LINES INTERPLAN LLC RESERVES 28x 18 S.A. 26x20 R.A. COPYRIGHT & OTHER RIGHTS ; A„ RESTRICTING THESE DOCUMEMS ., 3 ) - 32x16 O.A.. INTAKE LOUVER WITH / TO THE ORIGINAL SITE OR PURPOSE WHICH THEY)ATRE 0. n1 c'nu,u -nA/n OncrTtnnf ^FOR 1 - I .y W/TWO-POSTIONi DAMPER Fr:: .._s 26X20 RA NUMBER OF DUPLICATE AIR DEVICES DESIGNATED BY THIS SYMBOL (3) FIRST THREE LETTERS REFERENCE AIR DEVICE TYPE IN SPECIFICATIONS (CDA) c3) NECK SIZE IN DA INCHES (12"x12")— 12X12 FOURTH CHARACTER 50 INDICATES BLOW PATTERN (4-WAY). AIR. QUANTITY DELIVERED BY DEVICE IN CFM (250 CFM) AIR DEVICE LEGEND 3 l 1/4 10= i $—on I AIOOIFIED:02/24/03. 10:25.56 J:\A—JVM50UIH\2002.0093\02093Y1.0K CHANGES OR. PROHIBITED. PROJECT NO: DATE: AP CHECKED: SIGNMEMS ARE 02.0093 - H P OR BRASS FTGS ' TYPE M COPPER WROUGHT ..:, I RFLOW .EXHAUST FAN,- IL W T C 0ER P - A ,. .. DIFFUSER A CEILING B DRAIN - DISCHARGE OVER FLOOR DRAIN Lp OR CONNECT TO AIR -GAP FITTING. „A" DI = THRUST RESISTING ,� DIMENSION - B„+ 3/4 FAN STATIC PRESSURE PROVIDE GROUNDING STRAP SPRING ISOLATOR DUCT SUPPORTED B. DIMENSION = 1 FOR UNIT CAPACITY LESS THAN 2000 CFM ACROSS ALL FLEXIBLE ;DUCT WITHIN 12 OF FAN 1 1/4" FOR UNIT CAPACITY BETWEEN CONNECTIONS (TYPICAL) 2001 AND 5000 CFM — DETAIL 2 TYPICAL DIFFUSER RUN -OUT DETAIL N.T.s. 3 CONDENSATE DRAIN DETAIL I N LINE EXHAUST FAN . D N.T.S. SIZE TRANSFORMER TO ACCOMDOATE MULTIPLE CONTACTS AS SHOWN ALUMINUM CONSTRUCTION 208V/24 TRANSFORMER BIRDSCREEN ALL AROUND 208V/24 TRANSFORMER FAN AUX. -------�� FOAM RUBBER GASKET I ON OFF ( _ FAN AUX. APPLIED TO UNDER SIDE I C OF'RQOF CAP .,�� H L PRE -FABRICATED ROOF CURB I AUTO I SMOKE FAN CONTACTOR r "� ? ( DETECTOR Y I OFF ROOF. INSULATION FAN AUX. Rc t i CONTACT C ON C NY- 1.7CLG. CONTACTOR I AUTO ( FAN CONTACTOR R I ONLYAHU-I Y DUCT H FAN AUX. Rc 1 C ROOF CONSTRUCTION HI -LIMIT ( w C 1sr STAGE t I HEAT PUMP ( I CLG. CONTACTOR ,E:TAL SLEEVE E3Y 18 GA. SLEEVE AIR FLOW —I C L 18 GAGE SHEETM - - -. - - U AUX: HEAT HVAC CONTRACTOR, FASTEN TO - SWITCH w 2 I HONEYwELL ROOF DECK. GRAVITY TYPE. BACKDRAFT - - - - - ONLY T COOLING DAMPERS AUX. � _ ONLY THERMOSTAT GENF;AL NOTES: CONTACT CONTROLLER AHU 1 CONTROL AHU - 2 CONTROL 1,� PREFABRICATED ROOF CURB 'INSULATION SHALL BE NOT LESS THAN I C I RIB T 1/2 IN. THICK. I I NOTE: HIGH LIMIT THERMOSTAT TWO U oK - VERIFY COMPLIANCE TO SUPPLIED NO SCALE Postr O.A. DAMPER EQUIPMENT W/TRANE 5 ROOF EXHAUST FAN DETAIL -' FLAT ROOF N.T.S. 6 AHU'S CONTROL N.T.S. EF--1 ZC 2 208/3/60 120/1/6@ DISCONNECT COOLING LIQ. LINE SWITCH a FAN,' EXHAUST FAN CONTACT SOL. VALVE TO INDOOR LLSV CONDENSING . UNIT M UNIT TIME CLOCK CONTACT AT AH U -1 T,STAT ' 8 EF- 1 CONTROL N.T.S. 9 CU-. 1 CONTROL N.T.S. B/ WELD C SLEEVE CONT. i BI VE EXTEF WALL 1— 1/21. A## a ri.�In T•r BAR FRAME ® 6" O.C., 1 /2" STEEI DUCT W/If INSUL.ATIO1 1 /2" BULL TOOL PRO( SLEEVE STUD WALL NOTE: FOR DUCT PENETRATION AT THE VAULT WALLS N.T.S. N.T.S. 60' A" x B" C" DIA. 10x6 12x8 1.0 16x8 12 22x8 14 PROJECT MANAGEMENT =: AA 004320 CA8460 J BRANCH DUCT, SEE PLANS FOR SIZE. C" D IA. , -'R.. 933 LEE ROAD, FI ST FI.QO I?. x B TAKE -OFF ROUND DUCT ORLANDO, FLQRIDA 32810MAIN DUCTPH 407,645.500184�6A FX 407.629.9124 ( z` ROUND SPIN -IN TAP WITH SEAL: a MANUAL VOLUME DAMPER BALANCING DAMPER WITH (TYPICAL) LOCKING QUADRANT. '' " AIR FLOW . AIR FLOW 4 TYPICAL DUCT TAKE -OFF DETAIL N.T.S. CONSULTANT: BOLT TO STRUCTURE _-+— ALL THREAD ROD (TYP.) = TYPE 3 OPEN INTERNALLY INSULATED = = SPRING ISOLATORS RA DUCT = (TYP. 4) SUSPENDED AIR HANDLER =_ AHU-3 i (HANG AS TIGHT TO STRUCTURE AS POSSIBLE) = M n REVISIONS: MTG. BRACKETS = = NO. DATE REMARKS Lz::Lj INTERNALLY INSULATED SA DUCT 1 12/06/02 OWNER REVISIONS 1" SECONDARY CONDENSATE DRAIN - FLEXIBLE CONNECTION TO TERMINATE BELOW CEILING DIRECTLY WITH COPPER JUMPER ABOVE MOP SINK IN JANITORS CLOSET 2" DEEP GALVANIZED STEEL AUXILARY DRAIN PAN ON UNISTRUT CHANNEL. 1" PRIMARY CONDENSATE DRAIN SUSPEND SEPARATE FROM AHU TO MOP SINK IN JANITORS CLOSET j SUSPENDED AIR HANDLER DETAIL N.T.S. MOTORIZED DAMPER IN 16x8 SUPPLY DUCT FROM AHU-2 SERVING ELECTRICAL ROOM TO CLOSE WHEN HEATING MODE OF AHU-2 ENERGIZES r'(` IR, -24v BY MECHANICAL J CONTRACTOR 8 AHU--2/MOD CONTROL INO[SCALE -vvrnl lfly v� InI�. p/11V1� NO SCALE 25.FL-C,D 4477A 17 STREET WORD, FL r% EQUIPMENT SHALL BE COPYRIGHT ©2002; INSTALLED LEVEL [NTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS, TECH SCREW RESTRICTING THESE DOCUMENTS y 22 GAUGE TO THE ORIGINAL, SITE OR STRAP PURPOSE FOR WHICH, THEY VVERE 4 CORNERS PREPARED, REPRODUCTIONS, A/C CURB SAME OTHER SIDE CHANGES OR ASSIGNMENTS ARE 1 OF FAN PROHIBITED. I 3/8 INCH SCREW RpCRETE LEAD ANCHOR PER S[DE---\ 13 CONDENSOR MOUNTING DETAIL Y M 2 NO SCALE fr r + i 1: >r 2 a ;1: . a '.:-. '.. : .. .a 14 r r a • l Y • •.... i n r, . ..' ,., •. • REDUCE SCHEDULE SC r FIXTURE CONNECTION' WATER IN. a WASTE VENT REMARKS ITEM DESCRIPTION. COLA HOT (IN.) (IN:) 1/2 ---- 4 2 FLUSH TANK WG WATER CLOSET (HANDICAP) 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 2 -- MB' JANITOR'S MOP RECEPTOR 1/2 1/2 3 2 CORNER UNIT ■ ■ 18 INCH BY 18 INCH BY 6 INCH THICK CONCRETE PAD J.R. SMITH 4225 CAST IRON CLEANOUT WITH COVER & "T" HANDLE FINISHED GRADE ASPHALT I I —I I PAVING •' _ GRANULAR —•-��owrp be 8 b $ III^III—I I BASE I— I. —III. EXTENSION - SAME SIZE ` AS SEWER, UP TO 4 INCHES ROUND SECURED CHROME COVER SOIL OR VIXU F vi I PLUMBING LEG END SOIL OR WASTE PIPING -------- VENT LINE COLD WATER LINE HOT WATER LINE HOT WATER RETURN LINE " SL STORM DRAIN LINE OSL OVERFLOW STORM DRAIN LINE REL RELIEF VALVE LINE DP DRAIN PAN DISCHARGE LINE a SEAL: r ' � �1 BALL VALVESEE SPECIFICATIONS CLEANOUTELECTRIC WATER HEATER SCHEDULE FOR MATERIAL PLUG --1(�I— BALANCING VALVE N SYMBOL MANUFACTURER MODEL NO. SYSTEM QTY. ELEMENT EWT LWT STORAGE RECOVERY TANK HEIGHT TANK DIAMETER REMARKS GAL. RATE (GPM) (INCHES) (INCHES) LONG SWEEP WALL ~�`v--- CHECK VALVE , CF) (F) (CAL.) SEE PLANS FOR SIZE411, 1/4.BEND OR 18-1 4 18 208/l/60 COMBINATION 0+-- PIPE TURNING UP (OR UP AND DOWN) _ EWH-1 A.O. SMITH DEL-10 DOMESTIC 1 1500 WATTS 50 110 10 10 / Y AND 1/8 BEND — — — —C--+-- PIPE TURNING DOWN (�) P-TRAP ■ - 1 WH-1 T-- WALL HYDRANT CONSULTANT.' '(DEXTER I 0 R CLEANOUT NTs 2 WALL CLEANOUT NTs FD-1 O C FLOOR DRAIN (FINISHED AREA) FD-2 OC-- UTILITY FLOOR DRAIN ■ ■ POLYETHYLENE DOME TPDU-X 15-1/4 INCH DIAMETER COMBINED FLASHING CLAMP TRAP PRIMER DISTRIBUTION UNIT EXPANSION TANK SCHEDUL E AND GRAVEL STOP 5-1/4 INCHES ADJUSTABLE EXTENSION SLEEVE WHA-X WATER HAMMER ARRESTOR TOTAL VOLUME TANK DIAMETER TANK HEIGHT TAG MANUFACTURER MODEL NO. SERVING MAX. WORKING O (GALLONS) INCHES INCHES LOW POSITION PRESSURE (PSIG) ( ) (INCHES) (INCHES) 1-1/4 INCHES MINIMUM ECO O— EXTERNAL CLEANOUT HIGH POSITION 2-1/2 INCHES MAXIMUM 8 t2 5 2-1/4 INCHES MINIMUM Wco I�-- WALL CLEANOUT T-1 AMTROL THERM-X-TROL ST-5 EWH-1 150 2.0 4-1/4 INCHES MAXIMUM 1-1/8 INCHES MINIMUM REVISIONS: E 3-3/4 5 INCHES INCHES • REVERSIBLE COLLAR SCO [{-- STORM LINE CLEANOUT NO. PATE REMARKS GASKETS 1 12/06/02 OWNER REVISIONS 1 TRAP :PRIMER DISTRIB UTION UNI T TSCHEDULE UNDERDECK CLAMP �.. - A J DISTRIBUTION TOTAL LENGTH OF MINIMUM MOUNTING 11 INCH A = DRAIN PIPE slzE TAG MANUFACTURER PRIMER MODEL NUMBER OF SUPPLY DIAMETER DRAINS TUBE UNIT PRIMER LINE (FEET) HEIGHT (FEET) 3 ROOF DRAIN DETAIL NTs TP-1 PPP INC. PR-500 PRIME -RITE 1 - _ 12 6. TPDU-1 PPP INC. PR-500 PRIME -RITE 2 SS-8 DU-2 20 ABOVE CEILING POLYETHYLENE DOME 2° EXTERIOR WATER DAM 15-1/4 INCH DIAMETER PLUMBING _ABBREVIATIONS GOMBINED FLASHING CLAMP AND GRAVEL STOP ARRESTOR SCHEDULE ■ WATER HAMMER 5-,/4 INCHES ADJUSTABLE EXTENSION SLEEVE ABV. ABOVE r AFF ABOVE FINISHED FLOOR ' MANUFACTURER MODEL N0. P.D.I. FIXTURE REMARKS Low POSITION ARCH. ARCHITECTURAL TAG MANU 1-1/4 INCHES MINIMUM UNITS UNITS HIGH POSITION 2-1/2 INCHES MAXIMUM B.F.F. BELOW FINISHED FLOOR 2-1/4 INCHES MINIMUM CO CLEANOUT 4-1/4 INCHES MAXIMUM 1-1/8 INCHES MINIMUM -1700 100 A i-11 5 INCHES INC ES Cw COLD WATER W HA -A ZURN Z , # DN. DOWN Z=1700, �200 B 12-32 REVERSIBLE COLLAR WHA-B ZURN DWG. DRAWING GASKETS EGO EXTERNAL CLEANOUT UNDERDECK CLAMP A -►1 FD FLOOR DRAIN 11 INCH A =DRAIN PIPE SIZE FT FOOT OR FEET' DIAMETER FR FROM f GPH GALLONS PER HOUR 4 EMERGENCY OVERFLOW ROOF DRAIN DETAIL. NTs GPM GALLON U (S)PER MINUTE ■ HW HOT WATER ■ ■ ■ LBS POUNDS IN. INCHES MAX MAXIMUM MIN MINIMUM ORL OVERFLOW RAIN LEADER THERMOMETER �' � OSL OVERFLOW STORM LINE WATTS N0. 36A VACUUM RELIEF PSI POUNDS PER SQUARE INCH /� 'j' VALVE OR EQUAL) OR DIP TUBE RL RAIN LEADER AMSOUTH HOT WATER TO SYSTEM -r-- CONNECTION COLD WATER SCO STORM LINE CLEANOUT SL STORM LINE BANK TO HEATER SPECS. SPECIFICATIONS ALL VA VE MINIMUM 1/2 INCH TP TRAP PRIMER D �TYPICAL� EXPANSION TANK - COLD WATER LINE II I SEE SCHEDULE FOR SIZE TYP. TYPICAL 25,FL ' GALVANIZED NIPPLE (TYPCCAL) — I VTR VENT THROUGH ROOF 44]] W. 1$T STREET —� NOTES: WATER HAMMER ARRESTOR; TRAP PRIMER VALVE WCO WALL CLEANOUT SANFORD, FL A.S.M.E. TEMPERATURE AND 1. INSTALL ACCORDING TO MANUFACTURER'S SEE PLANS FOR SIZE AND WH WALL HYDRANT • PRESSURE RELIEF VALVE INSTRUCTIONS. LOCATION. ■ ■ 1 2. INSTALL IN A MANNER WHICH PROVIDES PIPE FULL SIZE TO NEAREST EASY ACCESS FOR CLEANING. COPYRIGHT © 2002 ■ WATER HEATER I SINK OR FLOOR DRAIN; SEE SEE PLANS FOR SEE PLANS PLANS FOR LOCATION 3: SPACE PRIMERS A7 A MINIMUM OF 40 QUICK INTERPLAN LLC RESERVES ( FEET APART ON COMMON SUPPLY LINE. CLOSURE COPYRIGHT & OTHER RIGHTS PIPE SIZES FOR SIZE) VALVE NICKEL BRONZE TOP: SINGLE SUPPLY TUBE - 4. PRIMER VALVE SHALL BE MOUNTED ONE RESTRICTING THESE DOCUMENTS FOOT ABOVE THE FINISHED FLOOR FOR SEE SPECIFICATIONOR EVERY TWENTY FEET IS PRIMER LINE. SECTION 15430 FOR PURPOSE THE ORIGINAL SITE THEY I I . CLEANOUT COVER FEATURES. PURPOSE FOR WHICH THEY WERE - 5. SEE MANUFACTURER'S CUT SHEETS FOR PREPARED. REPRODUCTIONS, DIELECTRIC UNION (TYPICAL) INSTALLATION DIMENSIONS. LONG RUN OF SHOCK FINISHED FLOOR ROUND SECURED CHANGES OR ASSIGNMENTS ARE DRAIN PAN PIPING FINISHED WALK CHROME COVER PROHIBITED. n PIPE CONNECTION SIZE TO NEAREST e 0 DRAIN VALVE FLOOR DRAIN OR SINK ISTRIBUTION UNIT �ILOOR AN SERVE MULTIPLE DRAINS) SOIL OR WASTE MINIMUM 1/2 INCH NOTES: OUTLET COPPER P IMER LINE CLEANOUT WALL MOUNTED SHELF R (f FLOOR DRAIN 1. SEE PLANS FOR SIZE; WATER HAMMER PLUG WALL i ARRESTOR SIZED ACCORDING TO PLUMBING BRASS PLUG FINISHED FLOOR AND DRAINAGE IN (POI) RATING. TO SOIL OR WASTE TRANSITION GASKET - 2. INSTALL ACCORDING TO MANUFACTURER'S FITTING OR EXTENSION WALL INSTRUCTIONS. AS REQUIRED PROJECT NO; 2002.0093 '• - TO FLOOR DRAIN DATE; 4 FEET ABOVE i i i i i SEWER GASES WATER TRAP' PRII FLOOR ' (MAXIMUM) FINISHED FLOORpo, WATER HAMMER ARRESTOR 8 FLOOR CLEAN —OUT NTs (9) WALL CLEANOUT NTs r 6 CHECKED: TRAP PRIMER DISTRIBUTION UNIT NTs NTs --WALL MOUNTED - NTS r ELEC' WATER HEATER ■■ 1 MODIFIED.02/18/03 ,15:37:33 J:�A-J�VASOIJiH�2002.0093�02093P0;OWC 1/9��1'-0' BAftMAfi u ■ -J 002.0893\82893P9.DYIC �� 1 -0' _BN wa _..a T 10: — ■ - PLO 1ED: 02 24 1 ' . ■'i t °a INTERPLAN FINISHED FLOOR SHEET LEAD ,FLASHING; TURN LEAD DOWN INTO .,' ARCHITECTURE ° g- a• ', FLOOR DRAIN, ZURN CO. ENGINEERING MOP IN WITH ROOFING STACK (CANNOT RESTRICT a' - a dd MODEL NO. Z-415B WITH INTERIOR DESIGN , MATERIAL FLOW OF AIR) VENT CAP ' , . , a a 'Y' SEDIMENT BUCKET a a a ,• 4 „� MODIFIED W/ 40 MESH �/ MANAGEMENT • d e� S.S. SCREEN OR J.R. SMITH PROJECT . INTERIOR WALL / / EXTERIOR WALL I a 2005-A-NB W/ SU-2-2698 `CA'866Q x NOTE: WIDTHS OF WALLS NOT TO SCALE. SEE MINIMUM ROOFING a 4 STAINLESS STEEL SCREEN ` ARCHITECTURAL PLANS FOR EXACT DIMENSIONS. 12 INCHES INSULATION 933 LEE ROAD, FIRST FLOOR, - ORLANDO, FLORIDA 32810 / PH 401.646:5008 ..' NOTES PROVIDE AND INSTALL THIS MODEL FLOOR DRAIN IN ACCORDANCE WITH THE CLAY COUNTY UTILITY AUTHORITY. CLEANOUT "T" BRANCH WITH THREADED PLUG SEAL: CHROME WALL CLEANOUT COVER PLATE �C0 MIN. / � 12" ROOF CONSTRUCTION % �f TO DAYLIGHT AT SIDE OF � - `' / CURBING; SEE SLEEVE ROOF CONSTRUCTION AS FINISHED ARCHITECTURAL FOR a ` REQUIRED (PROVIDE FIRE RATED FLOOR DRAIN W/STRAINER DETAIL FLOOR j % , LOCATION. CAULKING WHEN REQUIRED BY 2 LOCAL CODES) SCALE: NONE SEE CIVIL SITE PLAN / /GRADE FOR CONTINUATION VERIFY SIZE & LOCATION ; I I—� I-1 I —! I I — I ! I —I { ■ ' INCREASER (WHEN OF EXIST STORM»PILE �j - - — I 1 -- CONSULTANT REQUIRED} N- QUARTER BEND VENT STACK OR STACK MECH TELE. » ix C-1 CAST IRON SOIL PIPE OR VENT 107 — — — V PVC PIPE -SIZE AND '+ 106 --» — " SLOPE AS SPECIFIED VAULT 2 VS� J 4 5L �, FD- I WC 2;; VS; SLEEVE THROUGH WALL;__z " V._ 1 / BUILDING FOUNDATION 3 DOWNSPOUT NOZZLE; 109 �° SK 2" V'�`� '� 4 WS COORDINATE WITH OTHER // SPILL ON GRADE FD- WCO — 3" M 1 �"" ��_ TRADES. SEAL AS REQUIRED. I 3 VTR- 0 4" ) / o 2" VS; o I -i�4.. " VS: 22 -WS's FD-1�' C 3,.. WS ; VENT THROUGH ROOF s� 4ELE 4 MEN 3 ORL ON. ` 108 — 110 "III C _ = SCALE: NONE � 4 _ WORK 3" ORL UP TO \, 105 OVERFLOW PIPE No. DATE REMARKS REnwtics OPENING 4 I SL 4" OSL �, 4" WASTE 1 12/06/02 OWNER REVISIONS _ OSL OSL HCO ECO 4" SL SEE CIVIL SITE PLAN o HGQ 4" �9'-0" FOR CONTINUATION 3 PRIMARY ROOF D RAI N L r SCALE: NONE I HC ROOF DRAIN LOBBY I I TELLERS 0 0 104 S ° °0 0 - 3I 0 LINE F F ROOF ABOVE J ° WORK ROOM OFFICE i 103 — _. — — — _- — — — — — — _ � _ — — — _ — I I01Tf CONFERENCE p�2 L—.—_ I I - 1 o �' wo w� r FQ �,�- AMSOUTH BANK { 25,F1-C,D �4411 W. 1 ST STREET SANFORD, FL �, ESQ ■ is ■ SIATIOLO � COPYRIGHT © 2002 SEE GI Nil INTERPIAN LLC RESERVt?S GO COPYRIGHT & OTHER RIGHTS FOR RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE_ FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, Y CHANGES OR ASSIGNMENTS ARE PROHIBITED. WASTE AND VENT DIAGRAM t • v' 'r , r.. I : , TC , PANELBOARD: P P 7A VOLTAGE: 120 208 ; PHASE:3 WIRE: ' VOL a _ 4 SERIES AIC RATING. '22,000 . PANEL TYPE: 1-LINE MAINS: 400 AMP, MLO MAINS RATING:. 400 AMP OPTIONS: NEMA. TYPE ENCLOSURE: 1 MOUNTING:: RECESSED OPTIONS: EQUIP. GND, BAR NOTE: BOLT -ON BREAKERS CKT/ BRKR. OPTS BKR. POLE/ TRIP WIRE SIZE LOAD DESCRIPTION'. CKT. NO. CONNECTED LOAD AMPS = A (AMPS) ...., CKT. N0: LOAD DESCRIPTION WIRE SIZE BKR. POLE/ TRIP BRKR, OPTS PHASE -A PHASE'B,. -= `PHASE-C 3P200 SEE RP-P 1- 173.8 20.8 2 HP-1 SEE 3P40 -- RISER _ 163.2 '20.8 --- RISER -- - DIAL. 1- - 172.1 20.8 - DIAL, _ 3P40. SEE HP-2 3 20.8 - 4 SPACE - -- _- RISER - 20.8- _� . DIAG. -- - 20.8 3P80 $EE , AHU-1 5 58.4 - 6 SPACE - -- -- RISER --- 58.4 - --- - -- -- DIAG. -- 58.4 - --- - -- 3P15 SEE AHU-2 7 6.4 0.0 8 SURGE SUPPRESSOR - 3P50 RISER - , 6.4 0.0 -- -- -- DIAG.' --- 6.4 0.0 --- -- P 2100 SEE RP -UPS 9 39.0 - 10 SPACE - -- RISER --- 37.0 - --- -- DIAG. - - --- -- NOTES: CONNECTED SUB TOTALS- A 319.2 306.6 278.5 PANEL FEEDER AMPACITY - 400A PANEL MAIN AMPACITY - 400A ' RP -UPS' VOLTAGE 120/240 PHASE 1 WIRE 3 SERIES AIC RATING 10,000 PANELBOARD - - 100 AMP MLO MAINS RATING PANEL TYPE.' NQOD MAINS � 100 AMP OPTIONS .NEMA TYPE ENCLOSURE 1 MOUNTING RECESSED OPTIONS EQUIP. GND. BAR NOTE BOLT -ON BREAKERS CKT/ BRKR. OPTS BKR. POLE/ TRIP WIRE SIZE LOAD DESCRIPTION CKT• NO. CONNECTED LOAD (AMPS) = A C� NO. LOAD DESCRIPTION WIRE SIZE BKR. POLE/ TRIP BRKR. OPTS PHASE -A PHASE -El 1P20 12 OFFICE. 1 5.0 5.0 2 OFFICE 12 IP20 1P20 I - SPARE 3 - 4.0 4 WORKROOM COMPUTER 12 1 1P20 1P20 12 DRIVE-THRU TELLER RECEPTACLE 5 2.0 - 6 SPARE 12 1P20 1P20 12 DRIVE-THRU TELLER RECEPTACLE 7 2.0 - 8 SPARE 12 1P20 iP20 - SPARE 9 4.0 4.0 10 TELLER 12 iP20 1P20 12 TELLER 11 4.0 4.0 12 TELLER 12 1P20 1P20 12 TELLER 13 4.0 - 14 SPARE - 1P20 1P20 - SPARE 15 4.0 - 16 NIGHT DEPOSIT 12 1P20 1P20 12 TELEPHONE ROOM WIREMOLD 17 6.0 5.0 18 TELEPHONE ROOM RECEPTS 12 1P20 1020 12 TELEPHONE ROOM WIREMOLD 19 6.0 5.0 20 TELEPHONE ROOM RECEPTS 12 iM 1P20 - SPARE 21 - 4.0 22 OFFICE 12 1P20 1P20 12 OFFICE 23 4.0 4.0 24 OFFICE 12 1P20 1P20 - SPARE 25 26 SPARE - 1P20 1P SPACE 27 28 SPACE 1P 1P SPACE 29 30 SPACE 1P CONNECTED PHASE TOTALS -A 39.0 37.0 NOTES: ALL RECEPTACLES CONNECTED TO THIS PANEL SHALL BE ORANGE IN COLOR PANEL FEEDER AMPACITY - 100A PANEL MAIN AMPACITY - 225A PANELBOARD: R P 1 VOLTAGE:: ` 120 208 PHASE: 3 WIRE: 4 SERIES AIC RATING: 10 000 _ _ E , PANEL TYPE , ' NQOD MAINS; -225 AMP, - MLO MAINS RATING: 225 AMP OPTIONS: FEED-THRU LUGS NEMA TYPE ENCLOSURE: 1 MOUNTING: RECESSED OPTIONS: EQUIP. GND. BAR NOTE., BOLT -ON BREAKERS CKT/ BRKR. OPTS BKR. POLE/ TRIP WIRE SIZE LOAD DESCRIPTION CKT NO. - CONNECTED LOAD (AMPS) - A ' NO. LOADCKT. DESCRIPTION WIRE SIZE BKR. POLE/ TRIP BRKR OPTS PHASE -A PHASE PHASE-C ^ IP26 i2, UG-ELECT. RM/VAUU`/BRKRM 1 10.9 . 11 .2 2 LTG -LOBBY (a) 12 1P20 iP20' 12 UG-LOBBY/OFFICES (b) 3 9.3 4.0 4 ITS -OFFICES - 1P20 IP20 12. LTG-TELLERS/WORKROOM 5 8.0 6 SPARE 12 1P,20 1P20 12 LTG -ENTRY 7 ' 2.5 12.0 8 US- EXT. SIGN 12 1P20 1P20 12 LTG -CANOPY 9 .7.5 4.0 10 SIGN -CANOPY ATM 12 1P20 iP20 12 LTG -CANOPY 11 5.0 13.2 12 LTG -SITE 8 2P20 IP20 - LTS- CANOPY O/C . 13 t.0 13.2 14 --- - -- 1P20 12 SIGN -SITE 15, 8.0 13.2 16 LTG -SITE 8 2P20 1P20 12 SIGN -SITE 17 8.0 13.2 18 --- I P20 12 WORKROOM REFRIGERATOR/CCTV 19 12.0 9,0 20 RECEPTS.-MICROWAVE 12. 1P20 iP20 12 WORKROOM RECEPTACLES CNTR 21 10.0 7.2 22 WATER HEATER 12 2P20 1P20 12 MECH ROOM/EXT. RECEPTACLES 23 , 6.0 7.2 24 --- - -- 1 P20 12 RECEPTS.-DYPK/FRONT EXT. 25 4.0 6.0 26 LOBBY COPIER 12 1P20 iP20 - SPARE 27 - 9.0 28 RECEPTS-EWC/RR BRKRM - 1P20 1P20 12 RECEPT.- LOBBY- 29 6.0 4.5 30 1 EF-1, EF-2 12 1P20 1P20 12 CASHROOM RECEPTACLES 31 8.0 8.0 1 32 RECEPTS.-TELLER 12 1P20 1P20 12 CASHROOM RECEPTACLES 33 8.0 8.0 34 RECEPTS.-TELLER 12 iP20 1P20 12 RECEPT- WORKROOM 35 6.0 10.0 36 EXHAUST FANS -LOBBY 12 1P20 1 P20 12 SMOKE DETECTOR 37 1.0 4.0 38 RECEPTS- DYPK AULT TV 12 1P20 iP20 12 WORKROOM RECEPTACLES 6.0 6.0 40 WORKROOM RECEPTACLES 12 1P201P20 12 WORKROOM RECEPTACLES #39 6.0 6.0 42 WORKROOM RECEPTACLES 12 1P20NOTES: CONNECTED SUB TOT102.8 100.2 99.1 PANEL FEEDER AMPACITY - 200A PANEL MAIN AMPACITY - 225A LOAD CALCULATIONS: LIGHTING LOAD 17.3 KW' X 125% = 21.6 KW HEATING/COOLING: COOL: 30.6 KW HEAT: 36.0 KW X 100% = 36.0 KW MISCELLANEOUS POWER: 47.0 KW X 65% = 30.5 KW TOTAL KW = 89.1 KW 88.1 KW/ 3 x 208 VOLTS 244.5 AMPERES 10 8 3 2 20 P 4 RASE WIRE PANELBOARD RP-2 VOLTAGE - 1 E - SERIES AIC RATING 10,000 PANEL TYPE NQOD MAINS 225 AMP, MLO MAINS RATING 225 AMP OPTIONS MOUNTING RECESSED OPTIONS EQUIP. GND. BAR N NEMA TYPE ENCLOSURE 1 I OTE BOLT -ON BREAKERS CKT/ BRKR. OPTS BKR. POLE/ TRIP WIRE SIZE LOAD DESCRIPTION CKT.. NO. CONNECTED LOAD (AMPS) = A CKT• NO. LOAD DESCRIPTION WIRE SIZE BKR. POLE/ TRIP BRKR, OPTS PHASE -A PHASE-B PHASE-C 1P20 - SPARE 43 - 24.0 44 LANE 2 i0 1.P30 1P20 12 SPARE 45 - 24.0 4.6 LANE 3 10 1P30 iP20 12 CANOPY -BLOWER 47 12.0 - 48 SPARE 1P20 iP20 12 CANOPY -BLOWER 49 12.0 2.0 50 CASH MACHINE 12 1P20 iP20 - SPARE 51 - 2.0 52 AUDIO SWITCHER 12 1P20 iP30 10 ATM 53 24.0 - 54 56 SPARE SPARE 12 12 1P20 iP20 iP20 - SPARE 55 - '- 2P20 12 AHU-3 57 8.0 3.0 58 1 VAULT DOOR 12 IP20 -- - --- 59 8.0 11.0 60 1 CU-3 12 2P20 IP20 12 RECEPTACLE- CUBICLE 61 4.0 11.0 62 - IP20 12 12 RECEPTACLE- CUBICLE 63 4.0 10.0 64 CONTROL BOX (DRIVETHRU) 12 iP20 iP20 12 RECEPTACLE- OFFICE 65 4,0 10.0 66 CONTROL BOX (DRIVETHRU) 12 1P20 1P - SPARE 67 - 10.0 68 SPARE - 1P20 1P20 12 RECEPTACLE- OFFICE 69 4.0 - 70 SPARE - iP20 1P20 12 RECEPTACLE- CONF. RM. 71 4.0 - 72 SPACE 12 11`20 1P - SPACE 73 - 8.0 74 COUNTERETTE - 1 P i P - SPACE 75 - 8.0 76 COUNTERETTE - i P iP - SPACE 77 - - 78 SPACE - iP 1P - SPACE 79 - - 80 SPACE - 1P 1P - SPACE 81 - - 82 SPACE - iP 1P - SPACE 83 - - 84 SPACE - ip NOTES: CONNECTED SUB TOTALS-B 71.0 63.0 73.0 CONNECTED PHASE TOTALS 1 173.8 1 163.2 1 172.1 PANEL FEEDER AMPACITY - 200A PANEL MAIN AMPACITY - 225A ABBREVIATIONS NAMEPLATE COLOR-. LETTER (FILL) COLOR: t� EMERGENCY = RED EMERGENCY = WHITE NORMAL = WHITE NORMAL = BLACK REVISIONS: A AMPERES NO. DATE REMARKS AIC AMPERES INTERRUPTING CAPACITY 5 1-28=03 OWNER REVISIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE C CONDUIT RACEWAY RP-3H CU COPPER EM EMERGENCY EX EXISTING G GROUND ' H MOUNTING HEIGHT ABOVE FINISHED FLOOR TO CENTERLINE. ' ATTACH NAMEPLATE HP HORSE POWER " } WITH 2 SCREWS KCMIL THOUSAND CIRCULAR MILS w W VY1KtJ WP WEATHERPROOF, NEMA 3R. GENERAL NOTES LEGEND 1 ELECTRICAL NOTES: t Q CEILING OUTLET: SURFACE OR RECESSED AS NOTED. LUMINAIRE TYPE "A". 1. BRANCH CIRCUITS #12 A.W.G. AND 1/2" CONDUIT (GALVANIZED) MINIMUM. CONDUCTORS SHALL ® CEILING OUTLET: EXIT LIGHT, SEE LUMINAIRE SCHEDULE. BRANCH CIRCUIT: CONCEALED IN CEILING, WALL, OR IN CEILING SLAB. } BE 98% CONDUCTIVITY COPPER, SEE SPECIFICATIONS FOR TYPE INSULATION. CEILING OUTLET: RECESSED FLUORESCENT LUMINAIRE - SINGLE OR CONTINUOUS BRANCH CIRCUIT: CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. AIYISOUTH ` 2. ALL .BRANCH CIRCUIT CONDUIT SHALL BE GALVANIZED EMT, JOINED AND TERMINATED WITH LENGTHS AS SHOWN, LUMINAIRE TYPE "D" (TYPICAL). BRANCH CIRCUIT: HOMERUN TO PANELBOARD AND 20A., 1P., BREAKER, UNLESS COMPRESSION TYPE STEEL FITTINGS, 1/2 CONDUIT MINIMUM. BANK _ CEILING OUTLET: RECESSED FLUORESCENT LUMINAIRE -SINGLE OR CONTINUOUS OTHERWISE NOTED. , 3. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY COORDINATE HIS WORK WITH OTHER LENGTHS AS SHOWN, HASHMARKS INDICATE EMERGENCY FIXTURE. NOTE: HASHMARKS INDICATE NUMBER OF CONDUCTORS., SHORT HASHMARKS MECHANICAL CONTRACTORS THROUGH THE GENERAL CONTRACTOR CEILING OUTLET: SURFACE OR STEMMED FLUORESCENT LUMINAIRE INDICATE NEUTRAL CONDUCTORS 25.FL-C,D FOR SPACE REQUIREMENTS, ETC. SINGLE OR CONTINUOUS LENGTHS AS SHOWN. cm BRANCH PANEL: SEE SCHEDULE AND SPECIFICATIONS. 4477 WY 1ST STREET 4. VERIFY LOCATION OF ALL FLOOR OUTLETS BEFORE INSTALLATION. 1 QILr-% CEILING OUTLET:- JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT, CIRCUIT # 1. 5. MOUNTING HEIGHTS OF ALL WALL OUTLETS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: ® POWER PANEL: SEE SCHEDULE AND SPECIFICATIONS. WORD, FL Y _ WALL OUTLET: WALL MOUNTED INCANDESCENT TYPE LUMINAIRE. JUNCTION BOX. ■ WALL SWITCHES 4 -0 H. JUNCTION BOXES 1 -6 H. a ■ n RECEPTACLES, GENERAL 1'-6"H. TELEPHONE 1'-6"H. 20A.,125V.,2P.,3W.,NEMA 5-20R. HUBBELL #5252. ® RELAY: SURFACE MOUNTED. WALL OUTLET: DUPLEX RECEPTACLE MANUAL FIRE ALARM STATION-4'-0"H. BRACKET OVER MIRROR 6'-6"H. OR AS DIRECTED. COPYRIGHT Q 2002 LIGHTING PANELS 4'-6"H. EXIT LIGHT CENTERLINE ABOVE DOOR. ® WALL OUTLET: DUPLEX RECEPTACLE, 20A.,125V.,2P.,3W.,NEMA 5-20R. HUBBELL #5252. NON -FUSED DISCONNECT. SWITCH• INTERPLANLLCRESERVES. ABOVE CEILING. p� FUSED DISCONNECT SWITCH. , 6. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL WALL OUTLET: DUPLEX RECEPTACLE, 20A.,125V.,2P.,3W.,45"H. � COPYRIGHT &OTHER R.GHTS CODE AND LOCAL ORDINANCES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL UNLESS OTHERWISE NOTED. SEE ELECTRICAL NOTES. E CEILING EXHAUST FAN RESTRICTING THESE DOCUMENTS NECESSARY PERMITS. '0-- 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 TO THE ORIGINAL SiTE OR HUBBELL 5361VERIFY EXACT HEIGHT AND LOCATION PRIOR TO PURPOSE FOR WHICH THEY WERE 7. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT HEIGHT OF ALL COUNTER TOPS . ® PHOTO -CELL: SEE DETAIL THIS SHEET w INSTALLATION, PREPARED. REPRODUCTIONS, AND BACKSPLASHES ON CASEWORK SHOP DRAWINGS, AND CHANGE SPECIFIED WALL OUTLET: DUPLEX RECEPTACLE, WEATHERPROOF, 20A.,125V.,2P.,3W.,NEMA 5-20R, VOICE/DATA SYSTEM: WALL OUTLET WITH 3/4"C. STUBBED TO ABOVE ACCESSIBLE CHANGES OR ASSIGNMENTS ARE MOUNTING HEIGHT OFWALL OUTLETS INDICATED AS REQUIRED SO THAT BOTTOM HUBBELL #5252 W/ SLATER #3780. OF OUTLET BOX IS 2" ABOVE TOP OF BACKSPLASH OR IF NO BACKSPLASH IS �„ CEILING UNLESS OTHERWISE CIRCUITED. PROHIBITED. p= WALL OUTLET: ISOLATED GROUND DUPLEX RECEPTACLE, 20A.,125V.,3W.,NEMA 5-20R. USED, 4" ABOVE COUNTERTOP, HUBBELL #IG5362. 79 TELEPHONE SYSTEM: 3/4" PLYWOOD PAINTED 2 COATS BLUE ENAMEL, 48" X 48" UNLESS 8. THE ELECTRICAL CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING SHOWN OTHERWISE. PROVIDE 1 #6-3/4"C. TO MAIN SERVICE GROUND. REQUIRED TO DO THIS WORK. REPAIRING OF WORK SHALL BE :COMPARABLE TO WORK' ®tom WALL OUTLET: DOUBLE DUPLEX RECEPTACLE, 20A.,125V.,3W.,NEMA 5-20R TWO HUBBELL #5252 W/ SINGLE PLATE. CUT. PAINT TO MATCH, ADJACENT SURFACES OR AS DIRECTED BY ARCHITECT. /° CLOSED CIRCUIT T.V. SYSTEM: EMPTY CONDUIT WITH PULLSTRING FOR VIDEO CIRCUIT. ¢ WALL OUTLET: JUNCTION BOX. MINIMUM SIZE CONDUIT 3 4". , 9. ALL CIRCUITS SHOWN CONCEALED SHALL BE RUN. IN FURRED : CEILING SPACES AND / SHALL BE CONCEALED IN CONCRETE SLAB .ONLY WHEN NO FURRED CEILING SPACE WALL OUTLET: PLUG-IN STRIP, WIREMOLD #V20GBA18, LENGTH AS REQUIRED, COMPLETE rT\ TELEPHONE SYSTEM: 3/4" BRANCH CIRCUIT CONDUIT WITH NYLON FISH CORD W ALL NECESSARY FITTINGS ETC. AS REQUIRED. MOUNT AS DIRECTED IS PROVIDED. / UNLESS SHOWN OTHERWISE. cFf BY ARCHITECT. /s\ ALARM SYSTEM: EMPTY CONDUIT WITH PULLSTRING FOR SECURITY SYSTEM CIRCUIT. 10. -VERIFY ALL DOOR SWINGS :WITH ARCHITECTURAL BEFORE ROUGHING LIGHT SWITCHES. � WALL OUTLET: GROUND FAULT INTERRUPTER RECEPTACLE, TERMINAL 20A., 125V., 2P., 3W., MINIMUM SIZE CONDUIT 3/4". P&S NO. 1591. 11. ALL CONDUIT CONCEALED, UNLESS SPECIFICALLY SHOWN EXPOSED. CCTV p= WALL OUTLET: DUPLEX RECEPTACLE, 20A.,125V.,3W.,NEMA 5-20R. HUBBELL #5362. 12. CONTRACTOR SHALL CHECK ALL LIGHTING LUMINAIRES FOR EXACT TYPE MOUNTING AND OJ CEILING OUTLET: JUNCTION BOX FOR CCTV CAMERA, CAMERA BY OTHERS. PROJECT NO: 2002.0093 SPACE REQUIRED BEFORE ROUGHING IN. $ WALL SWITCH: A.C. TYPE, 1-POLE, 15A., 125/277V., HUBBELL #1101. MD DATE: a 13. VERIFY EXACT LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGHING IN. _ WALL SWITCH: A.C. TYPE, 2-POLE, 15A., 125/277V., HUBBELL #1102. QJ CEILING OUTLET: JUNCTION BOX FOR MOTION DETECTORS, DETECTOR BY OTHERS. a WALL SWITCH; A.C. TYPE, 3-WAY, 15A., 125/277V., HUBBELL #1103. LOCATE IN CEILING SPACE 5: 14• FqR COLOR OF ALL SWITCHES, RECEPTACLES, COVERPLATES AND OTHER DEVICE QUTLETS SD of WALL SWITCH: DRIVE-IN TELLER SWITCH - SINGLE POLE DOUBLE THROW, MAIN CONTROL, SEE. SPECIFICATIONS (EXCEPTION SEE #15) JO CEILING OUTLET: JUNCTION BOX FOR SMOKE DETECTORS, DETECTOR BY OTHERS. - 15A.,-277V., HUBBELL # 1381. 15. ALL RECEPTACLES CONNECTED TO THE UPS PANEL SHALL BE ORANGE IN COLOR, COVERPLATES CENTER OFF TO MATCH ALL OTHERS, SEE SPECIFICATIONS. E0. ; • CHECKED: MODIFIED: 02 24 03 10:17:25 J: - SOUTH 2O02.0093 02093E0.OYMG : 1 4'.V-;@* .: BARMAR _ / •�i'- PLOTTED. / / 3 1 ,2 J �iM J1MtS0UTH\2002.0093\02093E0.D'�MG� T!4 _ � RARLAti. _ . • ei 24 0 0:29. 4 INTERPLAN'.11 hJy_�T[��� �� SCHEDULE LUMINAIRE SCHEDULE ' �^ PbA3T[C LINE MARKER ENGINEERING LAMPS% LOG NUMBER MANUFACTURER CATA Ty VOLTS DESCRIPTION SPECIAL OPTIONS NOTES PE MARK No.' ` ` '1. ENERGY SAVING LAMPSIENERGY SAVING BALLAST INTERIOR DESIGN'.' 120 ` ` `FURNISH ALL RAPID START LAMPED LUMINAIRES���H ENERGY FINISHED EFFICIENT LAMPS AND BALLAST. 3Y3TBW OF LAMPS AND BALLAST Itt '' . SHALL PRODUCE THE FOLLOWING WHEN USED TOGETHER AT MINIMUMM=lfl= HANDLING F�UOREQENT ._ ' 60 DECREE EAA ` FILL ALUMINUM ^ 2D00 � �' � ' A� 12 CLEAR ACRYLIC LENS. —MAXIMUM P Y0\T7A�[ 35 CA 066Q —�w`�v= ' UNDISTURBED EARTH —' -�/�}�VN�N� (2 UU�P 8ALb\ST) �lTH L�WPS lN 'fl RECENT ^ OPERATION 77 WATTS. `NON- BALLAST SHALL 8[ EQUIPPED � . UL COMPONENT RECOGNIZED NUN_ ' PCB 933�� PCPR0T[CTED CAPC�0R AND A CORE AND COIL PROTECTOR.BALLAST ROAD, L WITH EMERGENCY BATTERY PACK ��uA»uO,rLO»«328 RECESSED AIR HANDLING FLUORECENTu*FIRST FLOOR FACTOR, UL LISTED, CU55 P. SE[ RISER DIAGRAM BE 0�n14u/LAY-IN REGRESSED ALUMINUM DOOR .646 `A- 12 CLEAR ACRYLIC, LENS. APPROVED LAMP .LITHONIA � ��� �0� �U� S�[F�� �� OTHERWISE) 9124 ' � - LOWAPPROVED BALLAST MANUFACTURERS: ' � �� SAND FiLL ` AR ANODIZED ALUMINUMADYANC[. MA0N[T[K, -�r~,�.�.�� "`��. / 2. FLUORESCENT AND H.I.D. BALLASTS SHALL BE FUSED WITH APPROVED ITHONIA uuaL ELEMENT FUSE. IRIDESCENCE SEMI-SPECULAR ANODIZED ALUMINUM J. FURNISH PLASTER FRAMES FOR ALL RECESSED LUMINAIRES IN PLASTER , CEILINGS.[�7�\ DUCT L^ PRIMARY l ������ l BANK 4. LU��NAlRE MOUNTING AND SUSPENSION SHALL BE �S APPROVED 8Y NITS ` ' 0- ENGINEERAND NO COMBUSTIBLE MATERIALS SHALL BE USED..,., ' 5. l EXACT COLOR REQUIRED FOR EXIT LIGHTS LOCAL WITH EMERGENCY BATTERY PACK AUTHORITY AND FURNISH AS REQUIRED. FURNISH DIRECTIONAL � ' 7' LITHONIA ARROWS AS PLASTIC LINE MARKER INDICATED.[XlT L�GHT� SHALL NOT BE ��lTCH[D' � | ` LOW— IRIDESCENT ALZAK 5. PROVIDE DEVICES FOR SECURING LUM[NA{RE TO CEILING GRID TO � - ^ WHITE TRIM HIGH POWER FACTOR. COMPLY WITH ARTICLE 410-16C OF THE 988 NATIONAL ELECTRICAL CODE ED OPEN/CLOSE SIGNAL LIGHT WITH HOOD, UL LISTED SIGNAL TECH TCL718 OPEN/CLOSED . - - FOR ALL LAY -IN TYPE LUHlMA{MLl ULM| |*U TYPE NOT ACCEPTABLE. FINISHED GRADE mFrll=% 1. ' FOR WET LOCATIONS, RED AND GREEN LEDS, RECESSED. 7. LUMINAIRES IN MECHANICAL SPACES COMPLETE WITH Fl MAH3 SEE 40OMH/FR 208 POLE MOUNTED METAL HALIDE LUMINAIRE,SINGLE HEAD: POLE: LITHONIASWIVEL STEMS AS R[OU}R[OTO MOUNT BELOW PIPING, CABLE TYPE III SHEET E2 FOR POLE HEIGHT. ID INDICATED ON SITE PLAN, E-2 RACKS, ETC., MAINTAIN MINIMUM 7'-5^H UNIFORM MOUNTING HEIGHT FILLME ` FOR ALL LUMINAIRES THROUGHOUT EACH AREA. � �~ ' ' TH RUNDISTURBED [A� D. EMERGENCY ID SHALL 1\00'LUMENS WITH Z LAMPS MlnImVw' EMERGENCY hn�� SEE SHEET E2 FOR POLE PROVIDED BY A HIGH -TEMPERATURE NICKEL -CADMIUM ` BATTERY FOR 90 mun. uooInc n,,"v,", EQUAL. TYPICAL 4* CONDUIT ALL LIGHT FIXTURES WITH EMERCENCY 8A||LKY UALU�/ SHALL nU| SEE RISER DIAGRAM ' ' MOUNTED BE SWITCHED. ' ` SAND FILL TRIM MWD MXR100 120 WALL MOUNTED METAL HALIDE WAL-PAK, DIE CAST LITHONIA�}� �l�k .`� ' ` .'� � '� � --' -- ' REVIS IONS: _ALUMINUM HOUSING WITH SPECULAR ANODIZED �mm -- NO. ""= ""`"`"S REFLECTOR AND HIGH POWER FACTOR BALLAST, ' ��[�y-^y-�KJ ��| |v�^T L� ��� K�� ' '~'`p~^ OWNER^— ' ' | SECONDARY DUCT [��dN7� i L�-L�| n Y�vn� vnn�n-REVISIONS 13W. ^ ' , All WHITE FINISH WITH CLEAR ACRYLIC LENS KITS � - - w PS UNIVERSAL MOUNTING, DIE CAST HOUSING, WHITE [� �l | t �l ' ��11 - �=~ �� ^- �~ [� PLASTIC LINE MARKER | r INISHED GRADE2" ABOVE ' � COMPACT FILL WITHOUTCOUNTER UNDISTURBED EARTH-^ � FAULT CALCULATION CONDUIT ' ` TELEPHONE. ' ��[�7� || K�� ' Lv�� ���|L ' ^'~ ' `�� SAND FILL - NOTES: ` 81786 1. MOUNTING HEIGHTS SHOWN ARE FROM FINISHED FLOOR TO CENTERLINE '22,700 X 208' OF OUTLET, UNLESS OTHERWISE NOTED. 2 LOCATIONS 0F OUTLETS SHOWN ON ARCHITECTURAL [LE}Y�K)NS SHALL ' COORDINATE WITH LOCAL UTILITIES CO. '^ TAKE PRECEDENCE OVER THESE MOUNTING HEIGHTS. I INSTALL OUTLETS THAT ARE IN CLOSE PROXIMITY ON THE SAME TELEPHONE SERVICE CONDUIT -0^HORlZ0NTALLY ANDCENTERLlNE. OUTLETS THAT ARE WITHIN 2' . WITHIN 1'-0^ VERTICALLY SHALL BE INSTALLED ON THE SAME N|S - � MAIN PANEL RATED 0 22,000 A.K.HORIZONTAL CENTERLINE LOCATED HALF WAY BETWEEN THE HEIGHTSSHOWN. OUTLETS THAT ARE MORE THAN V-0" APART VERTICALLY +` SHALL BE INSTALLED ON THE SAME VERTICAL CENTERLINE. ' NOTE: CO0RDINGAT[ WITH POWER CO. FOR EXACT DIMENSIONS. ` _ AMSOK8U��' . '� ' }^ 3#2 1A0(G) 1 1/41C\ �� xuuF ��������� _' _ .~~ UTILITY CO. - .F>^ _'-- - - NOA RE BAR ON 6 INCH CENTERS ��7��V`]�J ..���� ' ' ' CU �| CMUND BUS � -SURG ~~^~^~-|^~ SUPPRESSION � |o i i� ' | / �I�'y<K�M| ` `SECTnv/PLAN LLC RESERVES 'COPYRIGHT �MND ROD RESTRICTING THESE DOCUMENTS.- � mu�v*msxm«wn /.'m`.�.,�"-� �" ^' m�� � mxmo/a THEY WERE ` mnwa�om«� �-____._�. �__ . MLO TILITY CO. ""-.,"`E" RE?RODVCTIONS, PADMOUNT CHANGES O"/^snvnxwE/x.S°mE . ' VYp PROHIBOTEO NOTE 1 100/3 COORDINATE WITH .�� _E; I SEE . .- ^PLAN VIE ' omx�omm 7KW � ` . . ` n°a "�^� ^ \ � � UPS 1 V� 17 4- 00@MCk� ' ��-3�O 8� 1�10/�) �/4"C \ -- IN 4" COND. "" | » " `-' -~ � ' \---4 O00k�C�, ��m� C'D � �L381� 8c 1�1�A�\ 3/4��. - , ~' -� n 1 J/--1 /-|0 " " `-' - ' IN 4 COND. �6y [��d�� STEEL ���= G00ND ROD x `- GROUND BUS , mw CONCRETE ''-/ ---�'-- 93 m 'L�JE| ' NOTE VERIFY ALL REQUIREMENTS WITH, , DIAPOWERCO. �----'mvmcmxmmon F ,r r NOTES; ROUTE CIRCUITS THRU ® CONTACTOR / SITE ELECTRICAL PLAN - LIGHTING 1 20 •y t Y). INTERPLAN:`1 ARCHITECTURE. :t EiNGMERING , INTERIOR DESIGN PROJECT MANAGEMENT AA 004320 CA 8660 ,{ 933 LEE ROAD, FIRST, FLOOR , ORLANDO, FLORIDA 32810 PH 407.445.5008 FX 407.629.9124. r Ste, 0 0 CONSULTANT: A: i - 1 REVISIONS: NO. DATE REMARKS ,. 1 12/06/02 OWNER REVISIONS' IOLE AMSOM AMSOUTH BANK 25.F1-C,D 4411 W.1 ST STREET SANFORD, FL / COPYRIGHT © 2002 ' 1 1111\V ••• • `1• f RP1-91t t f A } J f LWP -- 3 ft 2 — f. FOR ATM AMSOUTH SIGNAGE- -WIRES NO. DATE REMARKS 1 12/06/02 OWNER REVISIONS 5 1/28/03 OWNER REVISIONS ° wt.,_ 10 OC OC Rf� 5- 1— j FACE OF WALL — #"9 OC _ i ! _ _ MLD M MLD M M ML 1 11 IOLD ' - __PHOTO ELL 1 TORK 200(SPLICE)9 � � /OUTLET BOX f i, J2a O— 9 9 9 1' o 0 MLD M I M M ML M ML MLD M /f fHRU RP-8 - o o — ` NL TH U ®NL P-4 I RECTANGULAR 2a MLD LAMPHOLDER COVER f g T&B #C i —PL 9 9J —� J �I NOTE: PAINT COVER WITH 2 MLD M o MLDM iL M D o MLI%'I I J- ' ' I /� AMSOUTH SIGNAGE COATS ENAMEL. COLOR AS SPECIFIED BY ARCHITECT. 71 I _ - - - - D 2 WALL MOUNTED PHOTOCELL 8 SEE NOTE 4 NTS MAHD4 O ' JUNCTION BOX FOR AMSOUTH SIGNAGE. VERIFY EXACT LOCATION PRIOR TO ROUGH —IN. TYPICAL BOXROVIDENOR IJJUNCTTION IBOX.G GROUND TO AMSOUTH BANK C NOTES: O 25,F1-(ID 4477 WA ST STREET 1. VERIFY EXACT LOCATION WITH ARCHITECT. SANFQRD, FL 2, NIGHT LIGHTS INDICATED BY "NL" SHALL BE CONNECTED TO HOT LEG OF CIRCUIT FOR CONTINUOUS POWER 24 HOURS. m ■ 3. MOUNT FIXTURE 010'-0" A.F.G. COPYRIGHT ©2002 INTERPLAN LLC RESERVES 4. INSTALL 2 UNDERCABINEf LIGHTS, CENTERED OVER LEG OPENNING COPYRIGHT_$c OTHER RIGHTS , g IN BASE CABINETS. CONNECT TO ROOM LIGHTING CIRCUIT. RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR. WHICH THEY WERE PREPARED, REPRODUCTIONS,:' CHANGES OR ASSIGNMENTS ARE PROHIBITED. ■ MODIFIED:02/24/03 1019a7 )AA74\AMWJlH\2892.0993\02893E3.D1YC , , : r. - ■ A a : INTERP J ARCHITECTURE.' ENGINEERING IN METAL STUDS TERIOR DESIGN VERIFY STUDPACING S PROJECTMANAGEMENT> _ 2 11 v, AA 00, 0 CA 8660 . o MOUNTING o 0 d BRACKET 662 w 933 LEE ROAD, FIRST FLOOR ti a a ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 4Q7.629.9124., SEAL: FOR IRRIGATION FLOOR CONTROLLER, NOTE 20. SEE NOTE 21 FUSED SERVICE DISCONNECT HP-1 & HP-2 METER/CT NOTES: 2F8/3/60 NOTE 12 S E SINGLE LINE HP- t HP- EF-1 (ABOVE CEILING) 1. PROVIDE NUMBER OF MOUNTING BRACKETS ■ �■ �� ■ 120V. SEE NOTE 22 AS REQUIRED TO MOUNT BOTH BOXES ■ AT LOCATIONS SHOWN, REGARDLESS OF CONSULTANT; cu STUD SPACING. FOR DYE PACK EWH-1 2. VERIFY TYPE OF TELEPHONE/DATA PLATE GFI GF1 400/3 MOUNT ABOVE 208V., 3.OKW. TO PROVIDE. VERIFY WITH AMSOUTH. wP 5e/3 60/3 30/2 wP FINISHED CEILI wP — wP— wP T, MIS _ —_ d ELECTRICAL CONTRACTOR — - _-- — �-- — SHALL INSTALL WATER 3. UPS RECEPTACLE SHALL BE RED (TYP) 100 ( - SEE NOTE g !c 21 -='� I f - HEATER TIMER PROVIDED ,20IRP-22 BY OTHERS. i_ — — cF EWC I AHU-i SEE-L�iI�C RP-20,2.1 1 I SEE SINGLE LINE J 2 SCALE PLAN - ` : �48"H. RP-23 RP-19 TE GFt, 3 DETAIL "A"--TYP. OFFICE NTS RP-371 I MOUNT 6'H. 48 H. I FOR CCTV " RP-2, MON. RP-38 RP-26 F--3cr - �-- --6 �23 65T 4 REVISIONS: RPUPS-15 3 RP-31,33 RP-40 R1 SEE DETAIL "A'` NO, oAt> REMARKS VERIFY LOCATION RPIP7---- --- THIS SHEET 2"x4" JUNCTION BOX �33 31- tt RP 61,63.65 E (NOTE 19). 2 lz/06/02 OWNER REVISIQNS NIGHT DEPOSIT 15 - I T wP 5 1/28/03 OWNER REVISIONS c-- NOTE 23 RPIIS- 22,23,24 GFt ° n ° RP-47,49 I RPUPS-10 II ATTIC FAN) 1 — - — — , — _ I �) 1 RPUPS-12 VOERIFY ROOF) Ca I I P-32 RP-44,46 47 } 1 1 t NOTE 17 I I ATTIC FAN RPUPS-13 I (ON ROOF) RPUPS-1 W RP-36 VERIFY LOCATION �4 0 I L_ 111 ° RPUPS-5 M ■ ■ I I I I P-29 T , I I' ,RP-53 46 1 ° 0 49 E NOTE 11 110 1 1 RP-35 I I I I RP-74,76 o 0 13 RP-25 Jkmsom NOTE 17 Q M UNT D IN --1 -- �' FOR IDYE PACK F I A tIC PACE I I RPUPS-1, MOUNT_ABQVE FINISHED CEILING FOR COUNTERETTE FOR BLOWER , _ P- 41 / RECEPTACLES ° UN Ts (TYP). 3 39' RP-69,71 I I SEE NOTE 18 VEIEY�(LOCATION. RP-4.0,42 I I L� RP-64,66 —— T —— ^ — — —� —_—� _— RPUPS-4 - -1-, -2-1 I I NTR 64 TELLERS a I I XFMR RECEPTACLE 9 _ 9 _ 71, 6 RP-50,52 40- 42__ T 4� 2 CASH TELLER AREA GFt- FUTURE) 5 SEE PARTIAL FLOOR PLAN THIS SHEET — — ( ) f — — — — — _. — — — — AUDIO SWITCHER li SEE DETAIL „A„ BY DIEBOLD 52 THIS SHEET AUDIO SWITCHER RPUPS-7 (NOTE •19). RP-34 ; l ' AMSOUTH ELECTRICAL FLOOR PLAN -POWER BANK •r NG 01/4 PARTIAL FLOOR PLAN zs.F�-c.O 4477 W.1ST STREET SANFORD, FL OUTLET ■ a ■ CONDUIT Box NOTES: COPYRIGHT ©2002 INTERPLAN LLC. RESERVES GROUNDING 1. VERIFY ATM REQUIREMENTS WITH ATM VENDOR PRIOR TO FINAL PRICING. 12. FUSE PER MANUFACTURERS NAMEPLATE COPYRIGHT & OTHER TtIGHTS I NOTE 23 CONDUCTOR NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WHICH DIFFER RESTRICTING THESE DOCUMENTS 118 (GREEN) FROM THAT SHOWN. 13. EF-1, 1/4HP, 120V. SWITCHED WITH RESTROOM LIGHTS. SEE SHEET E3. TO THE ORIGINAL SITE OR TIMECLOCK I I DATA -- � —18 ( _ PURPOSE FOR WHICHTIHEY WERE EXHAUST FANS NETWORK RPUPS-18,20 2. VERIFY DRIVE-THRU-TELLER UNIT REQUIREMENTS WITH VENDOR PRIOR TO 14. PROVIDE 2 12 &1# W2 C t/2 CONDUIT TO VAULT DOOR FOR POWER. VERIFY O() RACK 0 ( I GROUNDING FINAL PRICING. NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WITH SECURITY CONTRACTOR EXACT CONNECTIONS. PREPARED, REPRODUCTIONS, TIMECLOCK I a • SCREW WHICH DIFFER FROM THAT SHOWN. CHANGES OR ASSIGNMENTS ARE 15, ELECTRICAL CONTRACTOR TO VERIFY ALL OUTLET HEIGHTS AND LOCATIONS PANEL 'RP' 0 3. VERIFY NIGHT DEPOSIT REQUIREMENTS WITH VENDOR PRIOR TO FINAL PRICING. WITH ARCHITECTUAL PLANS PRIOR TO ROUGH -IN. PROHIBITED. SECURITY --I NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WHICH DIFFER PANEL L.�_._ FROM THAT SHOWN. 16. VERIFY ALL EQUIPMENT LOCATIONS WITH SECURITY VENDOR PRIOR TO INSTALLATION. n f1 4. VERIFY ALL EQUIPMENT LOCATIONS WITH OWNER/ARCHITECT BEFORE INSTALLATION. 17. PROVIDE RECEPTACLE 30A., WING., NEMA L5-30R IN JUNCTION BOX. COORDINATE WITH SECURITY SYSTEM DRAWINGS C• I. I (r — -t SEE UPS SINGLE J I LINE I J --J — -- J 1 ELEC/TEL ROOM 1/4 I1 _ 11-011 WIRENUT (TYPICAL) O4 TYP, INSTALLATION OF RECEPTACLE NTS 5. RP-P TO BE SPLIT -BUS PANEL (NORMAL GROUND BUS AND ISOLATED GROUND BUS). CONNECT GROUND WIRE TO ISOLATED GROUND BUS. 6. COORDINATE ALL BOX HEIGHTS AND LOCATION AT TELLER WINDOW WITH DIEBOLD. 7, TELLER UNIT RECEPTACLES SHOULD BE MOUNTED V-8" A.F.F. THERE SHOULD BE NO RECEPTACLE MOUNTED ABOVE THE COUNTER, VERIFY EXACT LOCATION OF RECEPTACLES PRIOR TO ROUGH -IN. 8. COORDINATE ALL CONDUIT ENTRY WITH VAULT DRAWINGS. 9. UNDER CABINET MICROWAVE. VERIFY HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. SEE DETAIL #7 ON SHEET A7 10. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF ALL TELEPHONE/DATA AND POWER OUTLETS IN OFFICE AREAS. REFER ALSO TO ELEVATION (OUTLETS) ABOVE. 11. 120 - 130VAC. 60HZ + 1% SINGLE PHASE 3-WIRE, UNSWITCHED DEDICATED BRANCH CIRCUIT. 3 - 1OTW CONTINUOUS RUN FROM ATM TO PANEL (CONDUIT GROUND NOT ACCEPTABLE), OA SERVICE REQUIRED. 18. SEPERATE CIRCUITS TO UPPER AND LOWER HALVES 19. REFER TO ARCHITECTURAL PLANS FOR ORIGIN POINT OF DETAIL. 20. IRRIGATION RECEPTACLE WITH WEATHER PROOF COVER THAT ALLOWS CORD CONNECTION, VERIFY LOCATION. 21. CONNECTION FOR GENERATOR (IF REQUIRED)- SEE ONE LINE DIAGRAM SHEET El 22. CONNECT VIA 2-POLE LIGHT SWITCH, POWER FROM LIGHTING CIRCUIT. SEE SHEET E3 23. FOR TV MONITOR- SEE SHEET E5 FOR DATA ■ M001F1E0:02/24/03 16:22:48 J.\A-JV+LISOUDT\2002.0093\02093E4.DWG PLOTTED: 02/24/93 10:29:03 J.\A-J\AMS0UTH\2002.8093\02093E4.(7wG- �C, | ` | w ^ ELECTRICAL FLOOR PLAN—AUXILLARY SYSTEMS �^ � ^ NOTES: INTERPLAM, 1. NOT USED � � ARCHITECTURE 2. VERIFY ATM REQUIREMENTS WITH ATM VENDOR PRIOR TO FINAL PRICING. NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WHICH DIFFER ENGINEERING FROM THAT SHOWN. ' ' 'INTERIOR __-`_'�� I VERIFY DRIVE-THRU-TELL[R UNIT REQUIREMENTS WITH VENDOR PRIOR TO PROJECT MANAGEMENT. ' FINAL PRICING. NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS` WHICH DIFFER FROM THAT SHOWN. ^ 004320 ' 4. VERIFY NIGHT DEPOSIT REQUIREMENTS WITH VENDOR PRIOR TO FINAL PRICING. NO EXTRA COMPENSATION WILL BE GIVEN FOR REQUIREMENTS WHICH DIFFER CH80u FROM THAT SHOWN. 5. VERIFY ALL EQUIPMENT LOCATIONS WITH OWNER/ARCHITECT BEFORE INSTALLATION. 6. ALL SECURITY AND FIRE ALARM CONDUITS UNLESS SPECIFIED OTHERWISE. 938 LEE ROAD, FIRST FLOOR^ ' COORDINATE LOCATION OF EQUIPMENT WITH SECURITY INSTALLER PRIOR TO ' ROUGH-IN.PH ' ` 407.646.5008:, 7. NOT USED FX 40762R 9l24 ' 8. COORDINATE LOCATION OF ALL OFFICE WALL OUTLETS WITH ARCHITECTURAL PRIOR TO ROUGH -IN. 9. 3[. COORDINATE LOCATION OF EQUIPMENT WITH SECURITY INSTALLER PRIOR TO ROUGH -IN. ALL CCRT CONDUITS )' UNLESS SPECIFIED OTHERWISE. � = - � �%�NSJ[Du��� ' 4^ Bi�CK \0NYL L[TTERS 3/4" PLYWOOD BACKWARD, PAINTED TWO COATS FIRE �RETARDANT PAINT (BLUE). DATA ONLY 2 DOUBLE DUPLEX RECEPTACLE SEE ELECTRICAL POWER PLAN | 0 | U.' , TELEPHONE ENTRANCE 96- REVISIONS: CONDUIT STUB -UP 6" A.F.F. NO. DATE REWRKS AREA FOR 601. GROUND BUS DATA RACK 1 12/06/02 OWNER REVISIONS CONTRACTOR FINISHED FLOOR T, MAIN SERVICE GROUND. N60m 4" BLACK VINYL LETTERS 3/4" PLYWOOD BACKBOARD, PAINTED TWO COATS FIRE SECURITY ONLY RETARDANT PAINT (GREY). DOUBLE DUPLEX RECEPTACLE V/D SEE ELECTRICAL POWER PLAN. OUTLET ID 0 10 ID CCTV CABLE 4 FINISHED FLOOR AMSOUTH BANK MOUNTED ABOVE VAULT RESTRICTING THESE DOC UIVIENT PURPOSE FOR YVHld,H THEY WERE' ff PREPARED. REPRODUCTIONS, VAULT CHANGES OR ASSIGNMENTS ARE JUNCTION BOX #5 3/4"C. 4"x4* JUNCTION BOX L TO CONNECT VAULT cl JUNCTION BOX #2 JUNCTION BOX #3 VENTILATOR AND 4"W JUNCTION BOX MTD. DOOR CONTACT. p INSIDE VAULT ON CEILING. APR 12003 11 1-011 DETAIL "A' I — - - - - - - A ® DRU wQ a _ D 1 p o A o W Tb TO FV OAll D W �° UPS R 1 W OEl W Ul UI `-----I - /ir — — — — -- S _ S1 pI,� - III ■ CYJ TELE. _. `tii CI WOMEN DOOR COr�TA�TS MECH. C 1: JB/ C VI i i s S �H CHEST/SAFE VAULT li= ; I t MECH. ROOM . 'ij DI 1) 101 (1) " E' (I) ' G' CI PROTECTION ®S 1) ELECT �, ;� aD I, �S } , WORK ROOM S H CHEST/SAFE C i... f!2 COUPON , _{ B2 i ' F ' DI PROTECTION . s _ .... .... H AHD PROTECTION KI ) SMOKE DETECTORS C2 DRIVE -UP i i ■ a'o WORK ROOM ^ (I) " 6' (I) ' G' ----- �''� i C( C i MEN ( 1) G i F{ ► MOD6M i W LOBBY a' C C3 ATM PROTECTION GAOL6 Cf II ' ! .' . WORK ROOM — i 1----------$-- ��,' MONEY W . i z S (1) ' G' I ATM (I) J J' 'ROOM , L'L� . MONEY ROOM �oC L---- i C I 2. i, a'° _ 1. a RI WORK ROOM d'o (1) ` M R3: t °^a r ,.- S (I) G' ---------------- CW—C LOBBY CW CI` I 1 ( T ELECTRICAL ROOM d'-oC CI i •: ; ;TELLERS = H` S G' — - — - - — - — d- - — - — - - - WORK ROOM/BREAK ROOM i -ice' i H C �° 1 r C r C' CI ' •� MECHANICAL ROOM �° I R3CW Cj ) S------------ ----{ MONEY ROOM J J" ,�i i. , �)i r.....) 1 LOBBY .:••' MODEMI GAOLS , h PVG P I P6 6Y T�16 G.G. ) :::il E{; I E ALARM LAMPS TELLER V6KFIY 5TU0-OUT 1'OGATION CI C: �° f (I) 'G' I I I r--------------- ^ �I ,. ; I W (I l M I N BUILDING .L t'� ,: R3? I r C r WORK ROOM ' ' ' ' I I 'H ',S .< CW CI ; i :... - C - — - - — -"-- - — — - - �( TELLER I S (f) G (1) M, I .f �� (f) G _ s ! ` a'oC3 S ' # _ ! C=s° R3 - MONEY ROOM I I I I I - - — - - (I) ' ►�� - - — - - CW`-'`CI TELLER I CVTV CW CI ) ..` CW (I) �G� ..----------�------� C i (I) Cw`—`- TELLER I I S �' I I I I I I CI 'IW 1 WORK ROOM �W I — - — - — — - - (, ��,� i' L2 ,1 il; S M L2 --CI DRIVE -UP WINDOW I „ ,, (� j G 1 I I I I I I I.- _ __ VIEW AFTERPIRI WORK ROOM }; 0FF10E I M r - — - D 1 }: i s I CONE. C C2 HOUR DEPOSITORY ®C �C RI LOBBY �I I III 1 I I I I r— - - — - —— - — - - VAT S" C V CV _. _ .... WORK ROOM — - - --- - - -- - — - - —V� AT ' ;� f.. ®►I (,) G III IIII� (I)'M" —CVV I i C ATM MONEY ROOM ®II (I)•G' II1111111111 (►)"M, - — - —�1C VIEW ATM VAULT VESTIBULE ®C I I I I I I I I I I I I I— -- (I) " N" D2 R K M II ,,,,,,�,,,,,,, -� �B21N WOK 00 I I ^ MO)- - - - - - - - - - - - - - VAULT VEST. KI KEYPAD 6 50. VIDEO J BOX. 0K6AK M GAOLE5 AT �C PLAH JUNCTION DOX. GOAX GOES TO AGGUTKAGK)ELEO I r-� ►l r U R T / DED (3) ^ G, (2) GONDUGtOR GOES TO POWER SUPPLY. ��� NO SGAi,> TELEPHONE RECRIVEROOM �° R (I) ' G' ,Di Ate ---PHONE JAGK5 0Y E.G. I D /OWNER TO PROVIDE LAN SYMBOL MI P=PEDESTAL M=MULLION S (2) • �" >y V ® pr GONNEGT 1 ON W I fH- I N 5' -0' I DESCRIPTION T=TURNSTILE D=DESK/SHELF/C'TOP MAG LOCKS M �� [TV- DRU OF AGGUfKAK VIDEO 66KV6K. I M=MOUNT S=SURFACE W=WALL MAIN ENTRANCE S I M -*`—` F=FLUSH C-CEILING � O E.G. TO PKOV i D6 (2) DUPLEX T=TECHNOLOGY/TYPE R=RACK H=HIDDEN `='M A RUPS � OUTLETS OK EOUAL POWER (SPECIFIC TO DEVICE). STK I P FOR V 1060 COMPONENTS 0 GAM6KA POWER SUPPLY SHELV65 OK GAOINET TO aW MULTIPLEX PANEL VERIFY MODEM I HOUSE VIDEO GOMPONENfS LOGAfION AI AI PRESIDER `C" (I) ' G' 16 6Y fH6 OWNEK. —► f0 TELEPHONE PANEL FOK f0 PHON6ATM TELEPHONE DIALERS GONN6GfI0N f0 POLICE OK PANEL MODEM 0 Q = DIGITAL COMMUNICATOR __.... _ MON I f OK I NG LOGAf I ON / ._. .. .�^._ — I I III— — Y� T ' ®KEYPAD SWITCH/CONTROL -- _= _ — E. G. TO DEf 6KM I NE 6 I Z6 KEOO I RED) PROVIDE / KI KI = MODULAR SECURITY KEYPADU1 U1 K5232 LIN6 AND INStALL JUNCTION 00X/MAIN> IN AGG65510L6 SHAK6K I W AUDIO / VISUAL (2) ^ G ' l 7) ' G ^ AREA. GAOLES FKOM OEV I GES DD NOT TERMINATE AT TH16 OOX. It 15 TO 06 U66P A5 A PULL OOX UL2 L2 = AUXILIARY ALARM LAMP NO'f061 (3) I " � GONOU I T6 0Y� fH6 E.G. � rA ALL GAOLES AKE TO OE PULLED TNKU f0 THEGONTKOL PANEL W AUTOMATIC MONITORING SWITCH fH6 6XAGf LOGAT1ON OF EAGH OEVIGE ANO/OK GAM6KA5 15 TO (21) G ) (2) 0 ) (h) E (9) G I D 0 cs =-* - K J - 31 X PHONE � MODEM O6 O6f6KMIN60 OY OWNEK/AKGHIT6GT. FOK KEGOMM6NOE0 *CI =SAFE AND CHEST JACK OY E.G. AI GAOLS LOCATION AND INSfALLAfION OF 06V1665 ANO/OK GAM6KA5. L — _...— — — _.-. — — — — — — — — — — — — — .— — — — — — — — — — — — — — — — — — _ �M *C2 = AFTER HOUR DEPOSITORY SEE DETA I L6 ON FOLLOWING 5H66f5. " *C3= AUTOMATIC TELLER MACHINE 2. TH15 OKAWIN6 0066 NOT IN ANY WAY K6FLEGt THE AGfUAL *DI =SURFACE MOUNT DOOR CONTACT GONOUIf KUN6. If 15 U560 fO 6HOW K6OUIK60 GONOUIT6 {I)'G' *S =SMOKE DETECTOR (LOCAL PURCHASE)SEE NOTE 13 06fW66N 06VIGE5 FOK PKOP6K GONN6GfION6. 6,G. TO JUNGtION 00X65 IN VAULT — — — —� *V = VAULT SOUND INTERFACE 06f6KMIN6 GONOUIf 61ZE AMP KUN6. ALL GONDUIf6 AKE OY fH6 E.G. GONDUI•f P6N6fKATION6 0Y •- l- — +VI = VAULT SOUND DETECTOR fHE E.G. SEE 5H66t 45 OF 9 *V2=DIEBOLQ VAULT DOOR CONTACT 3, JUNCTION 00X SIZES AMP K6GOMMEN060 LOCATIONS ARE SHOWN T IN VAULt __._... .— D .. __....__ __.. ON FOLLOWING DETAIL 5HE6T5, G"—� KI MANUALLY OPERATED SWITCH 4, LOGAfION OF 06VIG65 WITHIN VAULT NOT f0 1Nf9KF6K6 WITH SAFE I S DIEBOLD VAULT DOOR PROTECTION •R = RADIO FREQUENCY RECEIVER AND LATCH MODULE O6P051 f OOX66) PART I f I ON WALLS) I Nf6K I OK L 1 611T I NC,,. PHONE) V2 VAULT *R1= RADIO FREQUENCY HAND-HELD TRANSMITTER SWIfGHE5, 6fG. ALL 06VIG66 IN VAULT AK6 SUKFAGE MOUNTED. I C SOUND DETECTOR I *R3 = RADIO FREQUENCY BILL TRAP 5. ALL GONOU I T KEGOMMEN0E0 %q" M6fAL (MIN.) UNLE66 I (() 112, VAULT uj _.._ ... __.._. _ ._. _ __- _-- _-- .._ _... .. V C MOTION SENSOR 5P6GIFI60 OfHEKWI5E. 6.G. TO VOKIFY ANO GOMPLY WITH C SOUND DETECTOR INTERFACE am 11 = PASSIVE INFRARED - 360° ALL LOCAL G0065. yl VAULT — — — I POWER SUPPLY 6. EXP05E0 GA0LE5 OETWE6N DEVICES AMP JUNCTION OOXES ARE .1 SHOWNt --------------------------------------------- M *UI = UNIVERSAL POWER SUPPLY FOR �i ��7. GAOL65 K60UIKEO A6 5HOWN. I.6, (OUANfITY) AMP 'TYPE' S66 p aDoI M� ❑* *V =CAMERA POWER SUPPLY GAOL6 SCHEDULE ON 5N6ET *2 n n V L..J 1E 00) R a E R s�. * = NIT R UPTIBLE POWER SUPPLY W � L!'L UPS U N E R �D VIDEO IMAGE SYSTEM-- ACCUTRAK 6. SEE SNEEt *2 FOK ALARM AMP 6UKVEILLANG6 6LEGfKIGAL SfANDAK96. V V = DIGITAL VIDEO SERVER 9, ALL W I K I N6 SHALL OE T A6G6D AT ALL JUNGT I ON P01 Nf5 DIGITAL REMOTE UNIT ANO SHALL fE6f FK66 FKOM OK6AK5 GKOUN06) 5HOKf5 Q ANO/OK GKO59E6 06TW66N GONOUGf0�5, DO NOT LAO6L ® DRU DRU= DIGITAL REMOTE UNIT GONOU I f 5. �� M M VIDEO CAMERA 10. E.G. TO PKOV196 ALL POWEK, ALL VIDEO 60UIPM6Mf TO 06 ON fH6 6AM6 POW6K PHA56 .�. *CI = 1/3' HIGH PERFORMANCE COLOR CAMERA I: 4GTKON I G WIL)K I TY GONOU I T KUNS *C2 = 1/3' COLOR DURACAM CAMERA II. LOW VOLTAGE ELEGTKONIG 56GUKIfY AND VIDEO GAOL65 •CV= 1/3' COLOR CAMERA MOUNTED ON VAT SUPPl.160 AND IN5fALL60 OY DI660LO, 566 GAOLS SCHEDULE. 51%E NOT>%5 **CW=CEILING WEDGE ENCLOSURE 12. E.G. TO PKOV106 PUI-L 6TKIN65 O6tW66N ALL JUNGTION OOXES-----•----- EXP05E17 GA13UE5 **V =VAT CAMERA ENCLOSURE A5 KEOUIK60, _....._. _.....--- _.. D VIDEO MONITOR 13. SMOKE Pi TfOVOK5 AK> TO 06 UObP A5 I NTKUS I ON AND VANDAL 16M — . _ . _ . _ V I O ,0 GONOIJ 1 T5 DETEGfOK6 ONLY. THEY ARE NOT INTENOEO POK LIPS SAFETY OB2 62 = 9' BLACK & WHITE MONITOR PKOTBGT I ON OK TO ME6-f LOGAL OK NAT I ONAL P 1 K6 CODES. K S.. .LOCKS SHEET I OF 9 M M =MAGNETIC LOCK DIEBOLD INCORPORATED (c)COPYRIGHT 1993, Diebold, Ino. All Rights Reserved. s �r•I, M.C.O.T 5/10/02 AMSOUTH BANK 37 SKYLINE DRIVE SUITE 4100 An Ikpubltahed work PROTOTYPE 3020 REED LAKE MARY FLORIDA 3274E f1IIS ORA111NG IS THE PROPERTY OF DIEBOLD INC. NONE K12102AL1 IRO (407) 549-2000 sl,t N01 ; 141AVING ELECTRONIC SECURITY ALARM LAYOUT u; loff 4 , I ALARM AND SURVEILLANCE ELECTRICAL STANDARDS ''/, ;1/� .- SPECIFICATIONS _- A a RSYMBOLS I. DIEBOLD WILL INSTALL, AND ADJUST ALL DIEBOLD FURNISHED EQUIPMENT UNLESS OTHERWISE SPECIFIED. o' - 1. �(N i ► (i'_} WEIGHT, 32 lb _- COMMAND CENTER RFJ �j�� L'Y��'' 2. PER DIEBOLD SPECIFICATIONS AND THE NATIONAL ELECTRICAL CODE, PURCHASER MUST MAKE ALL WALL AND PowERr Ito ITC, so Hz. 20 AMP _ ." 120 VAC. BRANCH CIRCUIT ( 19-036626-000-A) } LINING PENETRATIONS; PROVIDE CONDUIT', OUTLET BOXES, JUNCTION BOXES, JUNCTION BOX COVERS, HO-120 VOLT 1n —_ :..._— WITH SEPARATE INSULATED I REQUIRED AS A SERVERTOOL FOR INSTALLATIONI'-'T( � SYMBOL M`P=PEDESTAL M=MULLION 1 GR�UNDRIG CONDUCTOR . •60 HZ, ELECTRICAL POWER WITH SEPARATE INSULATED GROUND 'WIRE; OBTAIN ALL PERMITS AS REQUIRED I I� 'DESCRIPTION T=.TURNSTILE D=DESK/SHELF/C'TOP BY LOCAL MUNICIPALITIES AND ALL LEASED WIRES INCLUDING TELEPHONE LINES FOR REMOTE CONNECTIONS; ► I Rgo;Us ; ONLY. IS NOT SHIPPEDS=SURFACE W.=WALL AND REMOVE AND/ OR RELOCATE ANY FIXTURES OR OBSTACLES TO PERMf[ INSTALLATION OF DIEBOLD �. - N-3'/� i oo&•.WITH UNIT. CTl'`EQUIPMENT. IN THE EVENT OF A CONFLICT BETWEEN DIEBOLD SPECIFICATIONS AND LOCAL OR STATE LAWS OR SwiyC LEFT SWING DOOR CAN BE OBTAINED �lsue)I M=MOUNTF=FLUSH C=CEILING THE NATIONAL ELECTRICAL CODE, THE LOCAL OR STATE LAWS OR THE NATIONAL ELECTRICAL CODE SHALL GOVERN. ' ' BY ROTATING MST 180•'IUPSIDE-DOWN ► • CONTROL/COMMUNICATOR` - - F1 T =TECHNOLOGY/TYPE R=RACK H=HIDDEN E.C. TO PROVIDE PULL STRINGS BETWEEN ALL JUNCTION BOXES AS REQUIRED. CANLOCV R of TRANSFORMER (LESS ENCLOSURE AND TRANSFORMERPLAN VIEW • CAN VARY WHEN LOCATED .�(SPECIFIC TO .DEVICE) ( 19-036628-000-A) �C�' I •.•' OUTSIDE THE MST CABINET. r� I ` "�. •T I (50 FT. MAXIDISTANCE 3. ALL LOW VOLTAGE WIRE SPECIFIED, FURNISHED AND INSTALLED BY E.C. MUM I I'; ••..•�•••••..••• � RECOMMENDED INSTALLATION I Ii.. l, / WIREMOLD OR CONDUIT MAY BE PERSPECTIVE ENCLOSURE \ / 4. ONLY WIRE MEETING THE SPECIFICATIONS SET FORTH IN THE DIEBOLD ELECTRONIC SECURITY AND REQUIRED WHEN TRANSFORMER IS 1 SURVEILLANCE CABLE SCHEDULE (SEE BELOW) MAY BE USED, LOCATED OUTSIDE MST CABINET. - 1'-31/4' _. _ (2 ) TAMPER SWITCHES 5A' ° 4s/g' ! 7a/a' !3�{c't ` 5. ALL CONDUIT RUNS SHALL HAVE SWEEPING BENDS AND ANY RUNS THAT MAY FORM A WATER TRAP MUST BE I (1)ON CABINET AND 1 SPECIFICATIONS: t (1) ON DOOR (STANDARD 1 I �` �.. " \. -- " - ( TEMPERATURE RANGE: -18 TO +50 DEGREES C PROVIDED WITH DRAINAGE HOLES. - TERMINAL STRIP j ',.) , p I ; —• O _._'-•---._ HUMIDITY: 907 G. EXISTING ALARM AND CAMERA WIRING MUST BE REPLACED IF ANY OF THE FOLLOWING CONDITIONS EXIST: 1 I �' LTAGE INPUT: 18 VAC, 45 VA TRANSFORMER D220 05 HORIZONTAL I 1 (I r� - Ij 1 4.. �R� . .. I i RIPPLE: 400 MV RIPPLE UNDER MAX. LOAD t , r a I) , •-sE)sMlc DETECTOR � ,", � � 1 COMMAND CENTER A. THE EXISTING WIRING IS NOT SHIELDED` ; ., ,. _ ., I , I ; ; ( OPTIONAL 1 «. , • , I E- _,R (19-036767-000-A) OUTPUT: 2 AMPS, I2V B. THE EXISTING WIRING DOES NOT HAVE THERMALPLASTIC INSULATION j T .0 I) BATTERY BACKUP: (1)12 VDC, 6 AH SEALED LEAD ACID BATTERY TRANSFORMER C. THE EXISTING WIRING DOES NOT HAVE SUFFICIENT CONDUCTORS - \- - ( - "�i IS_ ► j i i'Z! �� I 1. BATTERY �' 'I- ❑.. } i ' I,:, �f T _PROTECTION: MOV/LIGHTING PROTECTION D. THE EXISTING WIRING SIZE DOES NOT MEET DIEBOLD SPECIFICATIONS I.i ( ,a 1' (71 ) I 2 1 1 I I • 'I STATUS INDICATORS) LED IN COVER INDICATES AC AND DC POWER STATUS E. THE EXISTING CAMERA AND HOLD-UP DEVICE WIRING ARE RUN IN THE SAME CABLE BUNDLE , I q I I) FINIS rD • • • • • • • • - I I I FINISHED FLOOR l AN EXCEPTION TO THIS RULE MAY BE MADE PROVIDING THE EXISTING WIRING IS IN PROPERLY I , I 1... __ -. - i r !"� l PHONE CORD 00-A) 4' X 4' X 2' OP. BOX �NOTE: GROUNDED METALLIC CONDUIT, THERE IS NO UNSHIELDED CAMERA WIRING IN THE SAME CONDUIT C (19-036627-000-A) WITH ALARM WIRING AND THE WIRING MEETS ALL OF THE OTHER STANDARDS LISTED ABOVE. SHOULD UNIVERSAL , , R WHICH ARE CAUSED BY G CABLE . OBSERVE POLARITY OF LOAD REWIRING BE REQUIRED AT A LATER DATE TO PREVENT FALSE ALARMS C FRONT VIEW SIDE VIEW FRONT SECTION DEFECTIVE WIRING OR RADIO FREQUENCY INTERFERENCE, SUCH REWIRING WILL BE THE RESPONSIBILITY - - - - OF THE PURCHASER. W 0 0 �- PRESIDER G SECURITY TERMINAL 7. ALARM AND CAMERA WIRING CANNOT BE RUN IN THE SAME CONDUIT WITH 120 VOLT AND ABOVE POWER Al WIRING, LOW VOLTAGE WIRING OF 30 VOLTS AND ABOVE OR TELEPHONE LINES. �00-Q51424-003A��� , 8. ALL WIRING SHALL BE TAGGED BY THE ELECTRICAL CONTRACTOR AT ALL JUNCTION POINTS AND SHALL r, TEST FREE FROM BREAKS, GROUNDS, SHORTS AND/OR CROSSES BETWEEN CONDUCTORS, DO NOT LABEL CONDUITS. I BATTERY ' 9. WIRING AS SHOWN ON FLOOR PLANS AND RISER DIAGRAMS IS A SUGGESTED METHOD ONLY (EXCEPT 'WHERE -- CABLE 'TYPE D' IS, REQUIRED FOR (MSK) 'G'CABLE J -" z 3...+_-_- .-- _- _ ' ' -- — � • SPECIFIED). ACTUAL ROUTING OF CONDUIT AND CONDUCTORS SHALL BE DETERMINED BY ELECTRICAL ` 1 (SEE CABLE SCHEDULE) - I f - 1 I TYPICAL CONFIGURATION To ; CONTRACTOR ON JOB SITE TO SUIT LOCAL CONDITIONS. �� _� . r ' ' DEVICE COMPLETE SYSTEM WITHOUT COMMAND CENTER "', SWING OF 10. EQUIPMENT AND DEVICE LOCATIONS SHOWN ON FLOOR PLANS ARE APPROXIMATE. EXACT LOCATIONS SHALL I FRONT PANEL i BE DETERMINED ON JOB SITE BY OWNER AND/OR ARCHITECT TO SUIT LOCAL CONDITIONS USING DIEBOLD STANDARDS AND DETAILS FOR REFERENCE. ' ' 1 I 0 l/ II. WHEN BUILDING HAS EMERGENCY AND/OR STANDBY POWER SYSTEM, ALL BUILDING POWER REQUIRED FOR PLAN VIEW 'j c "`IE i-•:. SHALL BE CONNECTED TO THAT SYSTEM. I_ I : _ ' PLAN VIEW - - - - - - —1 DIEBOLD EQUIPMENT_ _ 12. WHEN WIRING IS RUN IN HOLLOW SPACES SUCH AS OVER -HUNG CEILINGS AND SUCH HOLLOW SPACES ARE i 4'i I9/16' i Ir l: ' I I SPECIFICATIONS �.I-=: ;-- T,= SCHEMATIC USED FOR ENVIRONMENTAL AIR -HANDLING PURPOSES, THE WIRING MUST EITHER BE LISTED FOR SUCH - (� tl, I MATERIAL: PAINTED SHEET METAL ENCLOSURE PURPOSES OR BE INSTALLED IN ELECTRICAL METALLIC TUBING, FLEXIBLE METALLIC TUBING, INTERMEDIATE o 1 COLOR: LIGHT CRAP r METAL CONDUIT RIGID METAL CONDUIT, METAL SURFACE RACEWAY OR 'WIREWAY WITH METAL COVERS WHERE uj ACCESSIBLE, OR FLEXIBLE METAL CONDUIT. (SEE SECTION 300-22 (C) NATIONAL ELECTRICAL CODE IN.E.C.D. WEIGHT( 15 LBS. (6.75 k9 I I,wn -- --• 0V�61 = w .� r CONDUIT MAY BE REQUIRED POWER: 16.5 VAC FROM PLUG-IN TRANSFORMER SUPPLIED PER LOCAL ELECTRICAL CODE. INPUTS: B HARDWIRED ZONES, 6 ARE SUPERVISED WLTH �� 1/b 13. MINIMUM OF 2'-0' WIRE STUB -OUT AT ALL JUNCTION BOXES DESIGNATED FOR CONNECTION OF DEVICES, z ; ' END OF LINE DEVICE. �8 — — — — - B CABINETS, OR FOR SPLICING, UNLESS OTHERWISE SPECIFIED. i — o (T0 ALARM TERMINAL) i " f) - -- - 7 -- / 5� ' MIN. OF 6'-0' COAX STUB OUT FOR VIDEO CAMERAS AT 6 SQUARE JUCTION BOX.I I � 1;�;�("a.,.,I E I � � � I ... ELECTRICAL CONTRACTOR TO PROVIDE (2) 2' X 4' X 2'/8 '•�••� I Ii �,e, ,.,, ,I * I '\ STANDARD OUTLET BOXES z � a ( 1 -- - OF STANDARD OUTLET BOX IY4''� `3'/2 % ' ELECTRONIC SECURITY & SURVEILLANCE CABLE SCHEDULE I^Ils�lt ► I ELECTRICAL CONTRACTOR TO PROVIDE ELEC c" ; 2 X 4 X 2 STANDARD OUTLET BOX. -m " —) I CABLE CABLE DIEBOLD PART NO. DESCRIPTION NOMINAL O.D. TYPAL USAGE REO'D. TYPE 822 GAUGE, 2 CONDUCTORS. STRANDED, DOOR CONTACTS, PHONE LWE (BANK ENO), rA 91-022021-52-62 FOIL SHIELDED W/DRAIN, COLOR CODED .175, TIME/DATE VALIDAIOR, ALL TRANSFORMERS (BELDEN YM-23438, ALPHA 5481OR EQUAL) AND ACCESSORIES B LOCAL PURCHASE •ZZ GAUGE, 4 CONDUCTORS. STRANDED, 1W, PR. FOIL H8723 165' REMOTE COMMUNICATION BY CONTRACTOR CODED (BELDENOR EQUAL)a0R •22 GAUCE, 4 CONDUCTORS, STRANDED, SOUND & SMOKE DETECTORS, VAULT VENT., CAMERA TRIP, C 91-022043-62-62 FOIL SHIELD W/ORAI(, COLOR CODED .229' VAULT DOOR PROTECTION, R/F RECEIVER, (BELDEN YR 15950 OR COLUMBIA 921201 INSIDE AUX. BELL, AP BELL, AIR LOCK & HOLD-UP DEVICES / D 91-022083-62-62 '22 GAUGE. 8 CONDUCTORS, STRANDED FOLIO SHELD W/DRAIN. COLOR CODED •225' ANNUNCIATOR DISPLAY BILL TRAP THREE BUTTON (BELDEN YR 23412 OR COLUM8IA 91064) HOLD-UP DEVICES 91-022083-72-62 -22 GAUGE. 8 CONDUCTORS, STRANDED, BRAIDED SHIELD, NO COLOR CODE .284' AFTER HOUR DEPOSITORY & ATM & (OUTSIDE THE VAULT) (BELDEN YR 15241OR COLUMBIA 915(6) ALL SAFES LOCKERS 91-022143-62-62 122 GAUGE, 14 CONDUCTORS, STRANDED, FOIL SHIELD W/DRAIN, COLOR CODED .344, MODE SELECT SWITCH. MSK (BELDEN YR 6952 OR COLUMBIA 91516) G LOCAL PURCHASE •18 GAUGE, 2 CONDUCTORS, STRANDED, 4 FIRE SYSTEMS LOW VOLT POWER WIRE ELECTRIC STRIKES AIRLOCK (CONTROL) BY CONTRACTOR NO SHIELD (BELDEN 3740 OR EQUAL) 98 GAUGE, 8 CONDUCTORS, STRANDED, CL-35 CAMERA, ATM CAMERA, H FOIL SHIELD W/DRAT,. COLOR CODED .365, OUTSIDE BELL HOUSING & AB BELL (BELDEN YW 2346, COLUMBIA 92144 OR EQUAL) L 91-024083-GF•62 24 GAUGE. 8 CONDUCTORS, SOLID CONDUCTORS, COLOR COOED, FOIL SHIELD W/GRAD( .250' PHONE LINE (POLICE END) (BELDEN YW 23418. COLUMBIA 91645 OR EQUAL) / .V/ 91-0510u-52-62 Rc-59u COAX CABLE GAUGE 2 CONDUCTOR, FOIL SHIEELD W/DRAIN ,24 X VIDEO TAPE RECORDER SYSTEM (BELDEN YW 23419, OR EQUAL( LOCAL PURCHASE RG-59U COAX CABLE TV CAMERA, MONITORS (CCTV), AND J N BY CONTRACTOR (BELDEN 8241OR EQUAL) .242' VIDEO TAPE RECORDERS SYSTEM l j NOTE: V (2) HOLES ARE PROVIDED IN BACK T r) ' �) -!, INPUTKEYPADS NES l J o _ FRONT VIEW SIDE VIEW OF MODULAR SECURITY KEYPAD POWER SIREN/ BELL f �� O FLUSH MOUNTED TO MOUNT DIRECTLY TO JUNCTION BOX. ( WITH METAL CONDUIT 1 .'/ �111111. - 71/4' - *'/>: ;.' PERSPECTIVE ire W SECURITY KEYPAD "2)=- )THE POFVUNIT , gym,.SHOWN WITH COVER ROTATED/FLIPPELMODULAR ACHED TO BOX IN SERVICE o o — J KI ON BOTTOM POSITION FOR CABLE ACCESS. 1_ TOP VIEW i / I CONDUIT AS REQUIRED /4' METAL CONDUIT (BY E.C.) �N�l✓� � �\�� 3�6` STUBBED OUT OF 6' REINFORCED 0�� 0� 1I. 1'/2' 11t- 3'/2' t 23Y6' # 2U/6'44 '` FRONT VIEW SIDE VIEW BACK VIEW CONCRETE WITH FLEX CONDUIT ''` ��� �0� I . ADAPTER FOR POWER % -� 1 / DEPOSITORY HEAD ' .I.- '�-- I N j } ' W UNIVERSAL POWER SUPPLY HCP-12SULC /, ( I j ; UI (PART #19-036768-000A) • � CHUTE ~- l i �'y II I I ; 1 � I I NOTE), ) ( ; - o ( 1) KNOCKOUT PROVIDED ) ! - ON EACH SIDE OF UNIT ) -4 °O N 1 CONDUIT CONNECTIONS LOCATED AT TOP OR — /4' METAL CONDUIT (BY E.C.) STUBBED OUT °° ' , �• FOR CABLE ACCESS. ;� I );- ( _ T; ,� SPECIFICATIONS AS SHOWN. TERMINAL RACK BOX SUPPLIED OF 6' REINFORCED CONCRETE TO JUNCTION '• I ( ' ' - ,.., ., - .ACK I 1 Y4' METAL CONDUIT ( BY E.C.EC) TO JUNCTION WITH CHEST, DETERMINE CONDUIT LOCATION TO TERMINAL RACK BOX ... I 0 ARM CONTROL CABINET /, , BOX/MAIN R AL C j , ,Q I \� I 1 �-} : BOX/MAIN OR ALARM CONTROL CABINET. SUIT BUILDING CONDITIONS. i i ' 4'-6'R,QAFFL%E�R I N TO FI n TYPICAL FOR ALL SAFE AND CHEST MODELS SHOWN, 1 4' SO. X 2' DP. JUNCTION BOX WITH TAMPER �8 SWITCH IS SUGGESTED,16' MIN. FROM CHEST OR SAFE. (6) HOLES PROVIDED i o (2) OPENINGS PROVIDED IN THE BACK OF UNIT IN THE BACK OF UNIT CABLE TYPE 'E' ( AND CABLE TYPE FOR MOUNTING. ' ;;i,• FOR CABLE ACCESS. FRONT VIEW a' SIDE VIEW G WHEN TAMPER SWITCH IS USED ) CABLE TYPE 'E' ( AND CABLE TYPE 'G' ' SEE CABLE SCHEDULE BACK OF CHEST � WHEN TAMPER SWITCH IS USED COVER POSITIONED FOR SERVICE SEE CABLE SCHEDULE T" W DIGITAL COMMUNICATOR 1 RECEIVING CHEST D PLENUM CABLES H SPECIFICATIONS l3) CABLE TYPE 'C IS REOUIREID DO NOT LOCATE DEVICE ON ALARM CABINET. A OVE OR TO THE RIGHT SUIE OF ALARM CABINET TOR CABLE SPECIFICATIONS SEE CABLE CABLE DIEBOLD PART NO. DESCRIPTION NOMINAL O.D. TYPICAL USAGE REO'O. TYPE A/P LOCAL PURCHASE BY CONTRACTOR 22 GAUGE,? CONDUCTOR, COLOR CODE EQUAL) 122" DOOR CONTACTS, PHIONE LINE ( BANK END ), TIME/DATE VALIOATOR,TRANSFORMERS AND PLENUM (BELDEN 82161 OR ACCESSORIES 22 GAUGE, 4 CONDUCTOR, FOIL SHIELD it SOUND & SMOKE DETECTORS, VAULT VENT., CAMERA TRIP, C / P 91-022045-4262 PLENUM (BELDEN YR 293721 J66 VAULT DOOR PROTECTION, R/F RECEIVER, INSIDE AUX. BELL, AP BELL, AIR LOCK & HOLD-UP DEVICES D / P 91-022085-4262 22 GAUGE, 8 CONDUCTOR. FOIL S1nELO .23' " ANNUNCIATOR DISPLAY BILL TRAP HOLD-UP DEVICES THREE BUTTON PLENUM (BELDEN YR 29373) 22 GAUGE, 8 CONDUCTOR, FOIL AND 231" AFTER HOUR DEPOSITORY & ATM E/P 91-022085-5262 BRAID SHIELD ALL SAFES & LOCKERS ( OUTSIDE THE VAULT ) PLENUM (BELDEN( YR 29314 ) ED 143° FIRE SYSTEMS LOW VOLT POWER WIRE ELECTRIC STRIKES AIRLTRANSFORMERS (CONTROL) G/P BELDEN 82740 TW15IEDE'PAIR,COLOR CODED,PENUM H/P 91-018085-4262 18 GAUGE, 8 CONDUCTOR, FOIL SHIELD ■ .201 CL-35 CAMERA, ATM CAMERA, AB BELL & BELL HOUSING PLENUM ( BELDEN YR 29315 ) OUTSIDE J/P 91022065-3262 PLENUM CABLE EOANIX TORSER 9G2206001D 151 CARDONE SYSTEM 22 GAUGE 4 TWISTED PAIRS STRANDED K / P 91-022083-2262 CONDUCTOR HALAR INSULATION FLAME .221 CAROONE SYSTEM ARREST JACKET.PLENUM CABLE BELDEN 82757 22 GAUGE.1 TWISTED PAIR, SHIELD WITH 447"X LOW VOLTAGE CCTV CAMERA M / P 91-055025-4262 DRAIN + COAX (BELDEN YR29376 1 242 a COAX AND POWER RG-59U PLENUM 1 0O02 COLORS HIGH IMPACT PLASTIC DEVICE MAY BE LOCATED AFTER HOUR DEPOSITORY B 41-014047-OOIC COLOR, OFF-WHITE CABLE ENTRY KNOCKOUTS ONDEVICE LOCATED ONLEFT SIDE OR HEAR.ABLE 50)IEQDLE .ENCASED CHEST WEIGHTr 8.8 OI - 11.4 OZ. POWERT 12 VDC FROM CONTROL PANEL CONDUIT PLUG REQUIRED FOR WITH FULL ALARM PROTECTION CURRENT, IDLE 75 mo CONDUIT PLUG MAXIMUM 450 me DOUBLE DOOR CHESTS ONLY 3 9 /a , (W/DISPLAY & 5 RELAYS ACTIVE) 7 A CONDUIT ELBOW WELDED TO N t �� 63�8� ♦ A' BODY OF CHEST ON HINGE SIDE, I/2 FROM. TOP. 9 f 0� � ) I i~ 0 m I q IL , ti FRONT VIEW �I ENCASED CHEST UNENCASED CHEST CABLE TYPE 'E' (AND CABLE TYPE 'G' J 9�TO FIwSEDMMOORD WITH HEAT THERMO AND/OR DOOR CONTACT �', " • I• •' ` 'L,' ` '' ' ' • . •''I WHEN TAMPER SWITCH IS USED (MEETS ADA REQUIREMENTS) e � � �( � , m IIIf LN '+' Pi s SIDE VIEW ~'=``� j==---� ' • '' --- �1 SEE CABLE SCHEDULE FRONT VIEW W INOVONICS A OUTPUT/ 16 CHANNEL WIRELESS RECEIVER (31-019Q86-000A) INDICATES CABLES USED ON THIS JOB H t�0 R R= RF RECEIVER FA4IGOR NOTEi R' W RELAYSPLAY �O H SAFE AND CHEST PROTECTION ALL CABLE USED MUST BE U.L. LISTED O AUTOMATIC TELLER MACHINE �I -9 SHEET � OF REO("RES PROGRAMMER PIN 31-019493-000A FOR PROGRAMMING DIEBOLD INCORPORATED (°) COPYRIGHT 1993. Diebold. Inc. ALI Rights Reserved. I ft. Nl' M•r„0. 5/10/02 AMSOUTH BANK 37 SKYLINE DRIVE SUITE �1100 An Unpublished Work PROTOTYPE 3020 (I{� .AI (:, N11•. REED FIE,Utt.l'HI'4r: rUr. LAKE MARY, FLORIDA 32746 r:Al) II'•.Flt K12102AL12RO THIS DRAWING IS THE PROPERTY OF DIF.B(A.O INC. NONE. ELECTRONIC SECURITY NOTES & DETAIL-S (407) 549-2000 N) ra,l ,, a ( NrnMru, I- HI.2 of 4 SPEC O N S� F I C A T I DI25 NODULE ALARM SYMBOLS LE81EHD � MATERIAL: POLYCARBONATE , 5''' 5' LOOP B OP LOOP COLOR: BEIGE :% 9Q OR B + SYMBOL M: P=PEDESTAL M=MULLION DESCRIPTION T=TURNSTILE D=DESK/SHELF/C'TOP • - -. M-MOUNT S=SURFACE W=WALL CABLE TYPE D lS REQUIRED ) 2 2 F=FLUSH C=CEILING SEE CABLE SCHEDULE F �' � ;'-•-___.._. ... 4• X2�/a' X2�/a� JUNGt I ON T =TECHNOLOGY/TYPE R=RACK H=HIDDEN aox (by E.G.) E.O.L. (SPECIFIC TO DEVICE) �- •. �''. �' \- . _ .. _ ... GONOU I f A6 KEQU I Kf0 1.5K RESISTOR I 6Y E.G. LOOP LOOP- �:� A B c Q7 OR 6 8" I MOUNTING HOLES TO 8112 ZONE INPUT TERMINAL NOTES; - A) 10 DETECTORS MAX/LOOP UNIT MOUNTED ON VAULT CEILING 2Q—O TO 8112 ZONE INPUT TERMINAL ,- 12' LEAD 6' A ��_���� B) 2 CONDUCTOR 118 WIRE o �' -... - „ -• (WITH WIRE RACEWAY BY E.G.) GONfAGf MOUNffO . Q5 OR �/ TO 8112 CABINET COMMON TERMINAL MAX LENGTH 500 FEET N OOOK FKAMf \ f ID OR I 8 SWITCHED AUX PWR 02 CONDUCTOR 116 WIREMAX %2' • _ 4 1. WIRE RACEWAY FROM \ QO ((�— 4� EARTH GRD D)USE 4ECONDUCTOR IFNGTH 1000 SPLICING1Y4'.• Yak (ie, - CONTROL CABINET I _ o _ / 1 [• ! P 4 A 4 �� - DETECTOR INTO MAIN LOOP 2 - �, `' (TO MAINTAIN SUPERVISION) ' NOTES: MODULAR nnnn E) WIRE MUST BE CUT GOING INTO 2 I. M UNIT WILL ACCOMODATE (4) I VAULT O V O T>' E N AND OUT OF DETECTOR TERMINALS, SOUND DETECTORS (NOT A SOUND VAULT ;MIRE RACEWAY SECTI'�O�nI ATE `V AUL T DD OO i HEADER �2) WIRE FIRE�SMOKE DETECTOR NOT LOOPED AROUND TERMINALS DETECTOR IN ITSELF), WHEN MORE CEILING TO ADO'L SOUND F) E.O.L. RESISTER MUST BE ON l • • "1 THAN (4) UNITS ARE REQUIRED USE DETECTORS 19-036180-000A LAST DETECTOR ON LOOP I -3, �- A SOUND DETECTOR TERMINAL C . _ N 4 a MAGNETIC LOCK • CONVENTIONAL MOUNT -,- BOX FOR CONNECTION BETWEEN THE p UNIT MOUNTED ON SUSPENDED OVI J. (FRONT VIEW) { SOUND DETECTOR INTERFACE BOX B CEILING OR STEEL LINING} ` '''-�' "` "�" `'i 8112 CABINET 2 +OUT 2 +OUT "' STRIKER PLATE AND SOUND DETECTORS. LOCATE TO CLEAR VAULT EQUIPMENT IN AN ACCESSIBLE AREA. +12 VOC 8 I +IN 10 I +IN i/24 E.O.L. POWER 2. ALL CONDUITS TO SOUND DETECTOR Y4' METAL CONDUIT OR EQUAL �\ ,! SUPPLY RELAY ! SHOULD REMAIN WITHIN VAULT I' METAL CONDUIT OR EQUAL--- - RACE WAY TO ADD'L \ ! -12 VDC (A77-116) STRUCTURE, RACEWAY FROM CONTROL SOUND DETECTORS C \ (GND) 9 4 -IN 9 q -IN 9 CABINET W �O VI `' �f (I AMP MAX) DI29 MODULE 5 -OUT 5 -OUT 3. AT LEAST ONE SOUND DETECTOR A F ', A r, //' LOOP + LOOP INTERFACE BOX IS REQUIRED IN aAl r, �> b �6� �' 12' LEAD VERY VAULT WHERE SOUND A B Q PROTECTION IS SPECIFIED./X + 10 OR I I OR NOTE; - -�_ - VAULT CEILING ��, -O OR 2' ACTUAL LOCK DESIGN MAY VARY 4 SO.x2/a DP. JUNCTION BOX UNIVERSAL - Y4' FLEX METAL CONDUIT BY E.C. !� \ 1. MOUNTING HOLES FROM DETAIL SHOWN. 952171-1 % �� CABLE 'TYPE C' IS REQUIRED + IQ OR 4 SEE CABLE SCHEDULE 9 TO Sift ZONE INPUT TERMINAL NOTES: II ZONE INPUT TERMINAL A)10 DETECTORS MAX/LOOP MAGNETIC LOCK • FACE MOUNT 8112 CABINET Q—O TO 8 2 U E L . B) 2 CONDUCTOR 118 WIRE (BACK VIEW) MODULAR VAULT O Y S T E MiU� EARTH GND @ ®—O TO 8112 CABINET COMMON TERMINAL MAX LENGTH 500 FEET 2�/a'x4'xIy8' OP.'' o o A e fl o 3 7 U7 C) 2 CONDUCTOR 116 WIRE SPECIFICATIONS: CONVENTIONAL MOUNTING: JUNCTION BOX UNIVERSAL O G� � E R D O R E L E M Q T 0 O H A SIT M Q M IL T� DOOR MAX LENGTH 1000 FEET FINISH: STAINLESS STEEL CASE (OTHER FINISH 4- IN 1 '- ' 4 6 © D) USE 4 CONDUCTOR IF SPLICIN(; PO T, /4 20 X 3 SOC. HEAD CAP SCREWS =5836l-.Y4 POWER: 3 WATT POWER CONSUMPTION GO THROUGH LOCK BODY, HOLES COUNTERBORED 1'. MATERIAL COLOR AUX PWR DETECTOR INTO MAIN LOOP 125 MA * 24VDC (192 OHMS) ANTI -TAMPER CAPS PROVIDED FOR EXPOSED HOLES. MATERIAL- - COLOR 8112 CABNET (TO MAINTAIN SUPERVISION) HIGN IMPACT -' - - - GRAY 250 MA o 12VDC (48 OHMS) SCREW HEADS MAY BE FILLED OR DRILLED. �f PLASTIC ,- METAL - NICKLE PLATED E) WIRE MUST BE CUT GOING INTO REQUIRES SEPERATE POWER SUPPLY (19-036229-B) FACE MOUNTING: HIGH IMPACT --GRAY AND OUT OF DETECTOR TERMINALS, C PLASTIC , NOT LOOPED AROUND TERMINALS FAIL SAFE POWER DESIGN 4-POINT, 1/4'-20 X 2%2' SOC, HEAD CAP SCREWS �O V SOUND DETECTOR INTERFACE BOX 49-004420-000A ` I1/46 (4) WIRE FIRE/SMOKE DETECTOR F) E.O.L. RESISTER Ml1ST BE ON WEATHER RESISTANCE GO THROUGH LOCK BODY, HOLES COUNTERBORED I1/2'. ® 19-036088-000A LAST DETECTOR ON LOOP 1200 LBS HOLDING FORCE ANTI -TAMPER CAPS PROVIDED FOR EXPOSED HOLES. SPECIFICATIONS + SCREW HEADS MAY BE FILLED OR DRILLED. MATERIAL; POLYCARBONATE } ' ' METAL CONDUIT JUNCTION BOX s COLOR: BEIGE 3�q �. 3� �� 2 � I�/q• �4 E �, ®M MAGNETIC LOCK (SIMILAR) } 21Y16 �' , ..4�6, �. TAMPER RESISTANT TAB CABLE 'TYPE C' IS REQUIRED I DOOR CONTACT CONTACT BAR SEE CABLE SCHEDULE NOff) ';METAL CONDUIT To - WIREMOLD i JUNCTION BOX/LIARI OR r / IT 0I f0010 t I TAN VAUIf DOOK 19 FUKN I SNf� '�l I fH A 0U I Lf - I N OOOK GONfAGf / / r . ALARM CONTROL CABINET l , . /8 jt 2/a f F Y4 METAL CONDUIT TO , L p ' ANO 6AK, fHE 5YMOO1 SHOWN ON fHf ALAKM LAYOUf K6 fK5 fO fH16 DOOK I 1 1 i PLUG-IN TRANSFORMER 166 VAC) PKO(fGfION A6 ®�Z fHf f.G. 0006 NOf SUPPLY ANY GONOUIT OK GONN6GfION5 I I 1 I ��••; FOK fH16 GON(AGf. fHf E.G. MU6f KfFEK fO fHf MOOULAK VAUIf OffAll SHEEP FOK ,; I I , CABLE TYPE •c• . ) IS REOUIRED TO ` f H6 K00I RED JUNGf I ON DOX66 ANO GONOU I f /W I Kf KAGEWAY, I ❑ rn � �., .� E SWITCH AND TEST (\ TRANSFORMER.SEE �y _ W1llWW , �' CABLE SCHEDULE j F 9�_"TH NTED ON VAULT CEILING �O V2 DIEBOLD VAULT DOOR NOTES: WIRE RACEWAY BY E.CJ DETECTOR LOCATION I. M UNIT PROTECTS 3400 CU. FT. OF + 5/2 DIA. - - 15' MAX, FROM WALLS AND MAX. OPEN VOLUME. LOCATE TO CLEAR r - WIRE RACEWAY FROM SOUND OF 30' CENTER TO CENTER 1 VAULT EQUIPMENT, CLOSE TO _.DETECTOR INTERFACE BOX _ � �- �- ,: �- ELECTRICAL ACCESSIBLE CORNERS OF THE n IN r n A , NOTEi ►%a' - � 2�/a X 4' x I%' DP. VAULT. RECOMMENDED MIN. OF (2) INPUT POWER: 12VDC (8-14.5IDC) LOCATE NEAR GUARD OR RESPONSIBLE "ICTION BOX ' ' " ` MOUNTING PERSON THAT WILL RESPOND TO SIGNAL. UNIVERSAL '58361-j'; UNITS IN ANY ONE VAULT OR �• �- � • �'• �� _ CURRENT: 30mA TYPICAL AT 12 VDC PARTITIONED AREA AND FIGURE ALARM OUTPUT: SOLID STATE RELAY, RATED 100 mA AT 28VDC EACH DETECTOR IS SUPPLIED WITH A MOUNTING BRACKET KIT THAT PERMITS THE DETECTOR TO BE MOUNTED: (KEEP AWAY FROM PUBLIC VIEW) ' SURFACE MOUNT SURFACE MOUNT EACH AREA INDIVIDUALLY. MAX. (WITH CONCEALED CONDUIT) (WITH EXPOSED WIREMOLD) 15.'-O' FROM WALLS AND 30'-0' _ OC I. DIRECTLY TO A 3%2' OR 4' OCTAGONAL, I'/2' DEEP ELECTRICAL BOX. CENTER TO CENTER. WIRE RACEWAY �° 2. TO A 4' SQUARE ELECTRICAL BOX BY USING A PLASTER RING WITH THE SUPPLIED MOUNTING BRACKET KIT. SPECIFICATIONS CABLE TYPE •c e, c• ARE REOUIR£D - VAULT CEILING TO ADD L SOUND . VI ' MATERIALi BEIGE POLYCARBONATE SEE CABLE SCHEDULE DETECTORS- 3. DIRECTLY TO THE CEILING USING THE PLASTIC SCREW ANCHORS PACKED WITH THE BRACKET. FOR DIRECT W AUXILIARY ALARM LAMP 2. WHEN MORE THAN (M UNITS ARE SPECIFICATION MOUNTING, THE BRACKET IS USED AS A TEMPLATE AND %6' HOLES ARE DRILLED FOR THE SCREW ANCHORS. �L2 REQUIRED USE A SOUND DETECTOR TAMPER OUTPUT: NORMALLY CLOSED SWITCH (CIRCUIT OPENS UPON IN CANADA, ONLY ELECTRICAL BOX MOUNTING IS PERMITTED. 39-007541-000A TERMINAL BOX FOR CONNECTION BETWEEN THE SOUND DETECTOR UNIT MOUNTED ON SUSPENDED CEILING COVER REMOVAL). RATED 0.1 A RESISTIVE AT 24VDC INTERFACE BOX AND SOUND B CEILING OR STEEL LINING DIMENSIONS: 1S/� ' HIGH X' 3%' DIAMETER SPECIFICATIONS 2%8'X4'Xl%' DP. JUNCTION BOX DETECTORS. 5Y2' UNIVERSAL 858361-Y4 DIAMETER: SPECIFICATION , 3. ALL CONDUITS BETWEEN SOUND Y4' METAL CONDUIT OR EQUAL ENVIRONMENTAL LIMITS HEIGHT: 3Y6' (ADD '/4' FOR THERMAL UNITS) MATERIAL :OFF WHITE, GRAY Y4' METAL CONDUIT DETECTORS AND SOUND DETECTOR 'METAL CONDUIT OR EQUAL RACE WAY TO ADD'L ° WEIGHT: 0.1 LBS. OR MAHOGANY BROWN ABS PLASTIC TO JUNCTION > �4 �O OPERATION: 14 F TO +12? F BOX/MAIN INTERFACE SHOULD REMAIN RACEWAY FROM SOUND OC SOUND DETECTORS--- OPERATING TEMPERATURE RANGE: 0°TO +49°C t32°-124°FI WITHIN VAULT STRUCTURE. IF DETECTOR INTERFACE BOX V OPERATING HUMIDITY RANGEt 107 TO 93/. RELATIVE {TUMIDITY CABLE 'TYPE C' SEE MULTIPLE VAULTS ARE PRESENT AT ,: , ,. A A LOCKING ALARM: RESET BY MOMENTARY POWER INTERRUPTION. CABLE SCHEDULE COVER PLATE - LEAST ONE SOUND DETECTOR _-.. ,. -. _ BY E.C. TEST FEATURE: INSERT 0.1' MAXIMUM DIAMETER TEST T001 INTO TEST HOLE INTERFACE BOX IS REQUIRED IN '•`' EACH VAULT NO MATTER HOW MANY (-) -_` I v) ( �) �'j ON DETECTOR HOUSING. __- • �` �, SOUND DETECTORS ARE USED. J - - VAULT CEILING - 30 FEET ELECTRICAL RATINGS - ' OPTIONAL METHOD / 4. SOUND DETECTORS ARE ALSO SWITCH - FORM C (SPDT) FOR WIRE RUN / + APPROVED AS COMPLETE MONEY 2/a x4 xl/a DP.' - �4 FLEX METAL CONDUIT SYSTEM VOLTAGE: 12/24 VDC SAFE PROTECTION WHEN USED 0 JUNCTION BOX UNIVERSAL �,,. ° �I "58361-Y4 360 COVERAGE MAXIMUM RIPPLE VOLTAGE: 4 VOLTS PEAK TO PEAK COVER I t WITH A DOOR CONTACT AND HEAT _ }-. START-UP CAPACITANCE: 0.02 u F MAXIMUM THERMO. THESE UNITS MAY NOT BE _ _ -__i . L: _ � � .-SOUND DETECTOR I ; , ,. ' FRAME. USED IN A.H.D. OR A.T,M. CHESTS ; 'ADD -ON KIT' STANDBY RATINGS: 8.5 VOC MINIMUM _ _ _ RUBBER BECAUSE OF THE NOISE GENERATED _. } ..J ,' 35 VOC MAXIMUM t I BY SUCH UNITS. TOP VIEW 120 u A MAXIMUM GROMMET 1 ALARM RATINGS: 4.2 VOC MINIMUM AT 10 mA i 1_ REQUIRED 71-0' 6.6 VOC MAXIMUM AT 100 mA - N m w � • Y4' MAX, GAP SWITCH � _ � •�' INSULATING i 15 -0 IF USED, THE RA400 REMOTE LAMP OPERATES WITHIN THE SPECIFIED I • BUSHING SOUND DETECTOR 'ADD -ON KIT' j DETECTOR ALARM CURRENTS. FOR DEAD AIR SPACE REQUIRED SIDE VIEW RESET VOLTAGE: 2.5 VDC MINIMUM I } -1�4 - WITH SUSPENDED CEILING. RESET TIME: t -- 29/6' - - 5'±MAX. FROM �- STANDARD PATTERN 6 s MAXIMUM rloDE: OPENING SIDE ► .OPTIONAL LOCATION START-UP TIME DOOR CONTACT TO OF DOOR MAGNET - �� FOR OUTSIDE SWING (AFTER 60 S RESET) 36 S MAXIMUM BE LOCATED ON ASSEMBLY --�' CABLE TYPE 'c• AND •G• IS REQUIRED SECURE SIDE OF DOORFOR I p,ss C - O CABLEABLE SCHEDULEIFICATIONS SEE DOOR — J C VNI I PASSIVE INFARED/MICROWAVE 360 VS-000240 d'°S FIRE/SMOKE DETECTOR �'°S DOOR CONTACT (REGULAR MAGNETIC) E31VISOUND DETECTOR 39-002088-000A CAD39-004537-000A SHEET 3 OF 9 DIEBOLD INCORPORATED (a) COPYRIGHT 1993, D�tyyI7Q td, h�, AL1 Rights Reserved. I''I UY M.C.O. 5/10/02 A.MSOUTH BANK ""'•'" ' "') An Unpublished Bork �T?i 37 SKYLINE DRIVE SUITE 4100 =.at rS Rrl•. REED PROTOTYPE 3020 LAKE MARY, FLORIDA 32746 .1 til THIS DRAWING IS THE PROPERTY OF DIEBOLD INC. NONE K12102AL13RO (407) 549-2000 IELECTRONIC SECURITY NOTES & DETAILS :Hr.3 of 4 ACCUTRACK POWER CONDITIONER , ' COLOR OR BLACK AND WHITE JrCulr-lu/A I lv111I.J IN DIGITAL REMOTE UNIT PROVIDES CONNECTIONS FOR 12 ADDITIONAL CAMERAS. FOUR. ADDITIONAL ALARM - -. - - - ) •. _._____-. •.._, ALARM INPUT TYPE (MAXIMUM OF FOUR) R ALARM - - -NORMALLY CLOSED. OPENS FO INPUTS, AND FOUR ADDITIONAL RELAY OUTPUTS. __.. -.._. 2000 FT (7K)rn ) MAXIMUM _ �4r�t►ri,►�a�l,.c,ll„ w w+lu Ian ALARM INPUT CABLE LENGTH DIEBOLD TYPES A, C. D ACCEPTABLE SYMBOL M: P=PEDESTAL MU -MULLION ALARM INPUT CABLE TYPE YOU CAN INSTALL A ORU UP TO _. - '------- - kLIAr anaul: 1000 FEET (305 m )FROM ACCUTRACK, OUTPUT RELAY CONTACTS (MAXIMUM OF FOUR) - - ^ pLUG ISOLATED C IAMP, P,3 VA AWC DESCRIPTION T=TURNSTILE D=DESK/ SHELF/C'TOP TELEPHONE - layl tit +r Ine U1PUT/OUTPUT WIRING INTERFACE -- -- ----- S=SURFACE W-WALL py ... 1 I I � ri'l 3 � 7 � NOTEa - _ - li )rl 15 It, IY la THE MAXIMUM NUMBER OF CAMERAS CONNECTED TO AN VIDEO INPUTS - -- - __ ._ -- N ,I,O V PEAK TO PEAK (. p II } .r• ACCUTRACK SYSTEM IS 24. VIDEO SIGNAL TYPE - -__ - -- T$ - - :': -:�� � �[ LLLLhLPiTLII VIDEO INPUT CONNECTOR TYPE- ------- _ BNCC MR=RACKH H=FIIDDEN MOUNT RG-59u OR. EQUIVALENT 75 OHM COAX [:]T=TECHNOLOGY/TYPE 0. 7 •, - 11I' j t r% VIDEO INPUT CABLE TYPE - T••' ACCUTRACK POWER REQUIREMENTS -- - -'- 115 VACc6 AMAPlP�O/60/60 HHZ (SPECIFIC TO DEVICE) 230 VA . 3 A ._ _- . }.,• \�I, •�L•' // --- • • - _ _�.__ ...._.... _ .-_ (.44U W X 6'h (.159) H X I'-6%' (.479) o -: PLUG-IN TERMINAL STRIP, (1) SHOWN SIZE I , � '_'•; r•" r -- � (ADD AN ADDITIONAL 2/Z (.064) TO THE DEPTH TCP/IP % n {, lu1 (rl (( i (.%.� 1l -) d -.4�} NIT.) NETWORK BACK 0 ( lI FOR CABLES F THE U CONNECTION 19 ;•n 11 �Y rS 24 I I i 1 1 I I AIAau WEIGHT 10 u r urnls OPERATING TEMPERATURE RANGE - -- _160 TO 5°C, lF^O'^ 113°F) / \ RELAY OUTPUTS l UP TO 4) STORAGE TEMPERATURE RANCE -359TO 60°C, c-35° TO t40° F) EACH OUTPUT IS AN ISOLATED / - 1 f �\ FORM C CONTACT WITH A 30 VAC/VDC, MULTI -CONDUCTOR STRANDED WIRE - / /�+ SHIELDED, MULTI CON E [AMP RATING 75 ohm COAXIAL CABLE ( CABLE TYPE 'D') ;�... 4 TO UNSWITCHED , f / r CUSTOMER ( CABLE TYPE 'N' SPECIFICATIONS SOURCE OF 115VAC "+ / SUPPLIED ) -_- - 50-60HZ POWER VIDEO PATCH CABLE CONNECTION CABLE TO FRAMECRABBER / i CAMERA - - - _ -- / - . __ _ _ _ _ _. __ ... __.. -•I MATERIAL CAST ALUMINUM i?) L. CABLE REQUIRES I AC POWER INPU( 25-CIRCUIT D-SUB CONNECTOR WITH SOCKETS j YzIlY±r-11.r 1 ( I1-005005-000F I ANO 11000 ( 39-004932-0000 1 I (tL I -I I_ I I 6/� (.159) ;, ! • ` =-i �• 1 II •' ° COLOR BEIGE/GREY 1 U° WEIGH T 10 2 OZ (29 9 - ) POWER 24 VAC, 60 HZ, 3 WATTS 1 {t� y.l f t Yf(YYtr TEMPERATURE 14 F TO 122 F (-10 C 70 50 ) - 4 jOPERATINGo00+oC (i(TXTI /FERRITE FILTER (LOCALLY FABRICATED USING I - T+;� Tr) C) Q �, 1 �� o - i - I TWO FERRITE CORES (29-006647-000A ) rY T(YILYYTTi7' Il LENS t`1 APIO A FERRITE CLAMP (29-008552-000A) i� �� ° LOCATE AS CLOSE AS POSSIBLE TO THE LS120 FLOPPY DISK DRIVE' ,STATUS LED POWER LED SYSTEM BUTTON MOUNT 'CS','C' ADAPTOR AVAILABLE PERSPECTIVE r-.-. - (,1 of .ao ��T;,-.,..�[, I O I_ I ACCUTRACK UNIT. CONNECTION AUTO -IRIS CONNECTOR SUPPLIED J i.. ( J-Ur w 4tRTi::ro 41) 0 (► � _ I � PERSPECTIVE „ - - - SHIELDED TWISTED PAIR (STP) CABLE. (CABLE TYPE'JJ') ACCUTRACK ( PART NO. 41-016214-000A )-REQ I CONDUIT MAY BE REQUIRED / RS-232 PER LOCAL ELECTRICAL CODE / SYNCHRONOUS \ ,� - - --- --- -- ... - CARD' VIDEO ADDRESSING AND - AccuTrack DIGITAL VIDEO SERVER 4' SQ. X 21DP, JUNCTION / N-•,. -'- BOX UNIVERSAL '52171-�'4 � - < • WITH FLAT COVER 152-C-6 CONTROL (VAC) CARO V I ( ALL BY ELECTRICAL _ CONTRACTOR /CABLE REQUIRES ) ;� 9-CIRCUIT O-SUB CONNECTOR WITH SOCKETS DIEBOLD MOS. I SERIES, AND Ix SERIES, ATM' EXPRESSBUS MONITORING -- -. ...- - .---_--...._ _ ....._-- •-- -.._ _ ._.- - --- - - -.. _ ( 39-013863-000A) li I/ ,s NETWORK INTERFACE CARD INIC I _lf�-- t� SPECIFICATION) 2�4 CEILING J ' %• "' 4 y{' x+r ETHERNET OR TOKEN RING _ OR ALARM I'` it ALARM INPUT TYPE (MAXIMUM OF FOUR) - 1 I - 20 NORMALLY CLOSED, F - -I � I • (�1Y t3 Ij Y/7 f(afi/lEI�I! ALARM INPUT CABLE LENGTH 00 FT (71Om )MAXIMUM - i ISOLATED FORM C IAMP, 30 VAC/VDC 1 - ALARM INPUTS (UP TO 4) ALARM INPUT CABLE TYPE - . DIEBOLD TYPES A, C, D ACCEPTABLE i� f OUTPUT RELAY CONTACTS (MAXIMUM OF FOUR) )SO NORMALLY CLOSED, OPEN5. FOR ALARM p -_ -. , O I 5'/2` VIDEO 1r,Puts- � - ---- --- _ . .. - - - / - --- - , ,0 V PEAK TO PEAK - VIDEO SIGNAL TYPE -- ... - - - B ICC I 1 1 `:�-j /• v f - VIDEO INPUT CONNECTOR TYPE- - - ' MOUSE, KEYBOARD AND MONITOR-_ 1 VIDEO WPUT CABLE TYPE- RG-59U OR EQUIVALENT 75 OHM COAX � DISTANCE FROM ACCUTRACK - - - 1000 FT 1 305m I MAXIMUM l OPTIONAL EQUIPMENT ) POWERED FROM ACCUTRACK ) / CABLES REQUIRES 15-CIRCLHT D-SUB-- _s I DIGITAL REMOTE UNIT POWER REQUIREMENTS - _ CONNECTOR WITH PINS (II-005005-000C) WIRING INTERFACE - PLUG-IN TERMINAL STRIPS, 28-16 AWG ON HOOD l WITH PINS 111-005 SIZE - - - - _.___ __ _ - ---• -- 7% ' (.195) W X 1Y4' (.044) It X 4' (.102) 0 I EAR PANEL SHOWN )AND (ADD AN ADDITIONAL 2' f0 THE AccuTrack CONNECTI ONS \ R HEIGHT FOR CABLES AT THE TOP OF WEIGHT --- THE UNIT) - • 1.1 LBS 1.765 KG) ' r -'- ' - FRONT VIEW SIDE VIEW -_ (A TO 5(P C, (32° TO 122°F) z OPERATING TEMPERATURE RANGE / g O 4-40 RIO STUD STORAGE TEMPERATURE RANGE.- -4Tf'TO 60°C,1 40°TO 14(f)F) ao 0 LONG 1. -... -- Y II)'(' - - - • ••• ---- 3X EQ 5P ON -- -CAMERA z Is.se' B. q(� - 8� SPECIFICATIONS 71I'"'(•'9a' k 1 T�• LOCATED AT MATERIAL( IMPACT AND VANDAL RESISTANT f I ( 1) M MONITORING LOCAT I EN __ o COLOR: GRAY FOR CABLE SPEC I F I CAT 1 S - TO MONITORING LOCATION 1 101, SPECIFICATIONS } CAMERA( 1/3'COLOR CAMERA IN ENCLOSURE '!Q!1'1 (: fJ':� %a1�.J(r(rIY) :(��11..�1.11 SEE CABLE SCHEDULE WIRING DIAGRAM MATERIAL: UPPER SECTION - ALUMINUM I LENS: 3.6mm FIXED LENS 8.32 PEM NUT LONER SECTION - VACUUM FORMED ADS PLASTIC � 0 o ELECTRTICALI 24V AC, 2.4 WAIT MAX.. I "° I I !1)•1 1 (i i ti ) COLOR: UPPER SECTION - ALOOINE „ ° n oo rTr?r[rTrrrrll 4' (.102) i /♦ LOWER SECTION - WHITE TEXTURE G•) (1 r<a (•)I�I WINDOW: LUCIfE (ABRASION RESISTANT ACRYLIC) j ill ;� ,;'a �r) ��) t�"IRrITii�rnl i 1/3' CCD DSP COLOR CAMERA NEr01`1 I LB.12 OZ. ° CAMERA L( CII • III-, 11� MOUNTING( ADJUSTABLE MOUNTING BRACKET CEILING CABLE ENTRY IS TROUGH CONDUIT KNOCKOUTS C 1/3' COLOR CAMERA WITH INTEGRAL ENCLOSURE PERSPECTIVE I�, 1044) MOUNT IPiGI UPPER SECTION FLANGED MOUNTED TO FIXED �1 CEILING OR CEILING TILE. CEIL(NG SUPPORT EDDC2 UL-VK74W36S RAILS ARE PROVIDED. D ° MOUNTING MI DIGITAL REMOTE UNIT PLATE, 360° ROTATING MDUNTING PLATE WITH LOCKING CAPABILITY. MOUNT IN 2' X 2' OR 2' X 4' SPECIFICATIONS j - .156 THD STUDi CEILING TILES. l0' APART ON UNIT WEIGHT - 4 Iba (1.8 kg.) HOUSING • - - --' - - STEEL SHEET 6 OIA. 16.60, B.C. I SPECIFICATIONS ANCHORING - -- - "- - THE CUSTOMER UNIT WILL BE SECURED -- r MAXMUM LOAD IKOVAC. 60 NZ f►/-O.IHZ) SPECIFIC VATVA,180 WATTS TO THE CUSTOMER CMODEL BRACKET. (BY A OUTPUT VOLTAGE - '' ELECTRICAL SPECIFICATIONS: OUTPUT WAVESHAPE STEPPED SINE -WAVE ELEC(RICAL CONDUIT - VIDEO AND LOW VOLTAGE SIGNALS SHALL �tt , - SPILL PROOF, MAINTENANCE FREE, SEALED LEAD -ACID BE IN CONDUIT SEPARATE FROM ANY _ BATTERY TYPE -- - - - - ROTATING MOUNTING PLATE INPUT VOLTAGE: -------IIOV AC BATTERY SIZE/MANUFACTURER - - 12V, 7.2AH PANASONIC LC-R127R2PI POWRE SOURCE CABLE °o , USER CONFIGURATION - PRELOADED FOR USE WITH ACCUTRACK COAXIAL CABLE - - - - MAXIMUM CABLE RUN IS 2286W (750') WITH RG-59U. M OUTPUT VOLTAGE .-----24V AC OHS POWER REQUIREMENTS - - - - • -• -- 115 VAC, 0.25 AMP, 50/60 NZ -NO LOAD CUSTOMER UNIT TO SWITCHER _ SURGE PROTEC TION 115 VAC, 6.25 AMP, 50/60 HZ -WITH ACCUTRACK HEATER - -- - - A THERMOSTATICALLY CONTROLLED HEATER ASSEMBLY IS CLAMPING VOLTAGE : -----68V RMS s12E 31/2- W. Loa9) X 6' H 1.152) X r-21/4' D (-362) CONTAINED IN THE CUSTOMER UNIT FOR ENVIRONMENTAL PURPOSES -.__. __ POWER Y PLUG-IN TRANSFORMER 1 ) RESPONSE TIME : ----------8ns TYPICALLY FARO AN ES ADDITIONAL I-' (.038) THE TO THE DEPTH 24 VAC - PROVIDED B P FOR CABLES AT T)(E BACK OF THE UNIT,) ENERGY RATING : -------, WEIGHT _._ _..-. 16 LBS f 7.2 KG ) 7 JOULES F 1 ( -- - _ - - - ._ _ - . _ -- 0° TO 40° C. (32' TO 104° ( FUSE PROTECTION :-----3.5 AMP X 2 OPERATING TEMPERATURE RANGE -15°TO 45°C.15°TO 113°F) 1 I I l STORAGE TEMPERATURE RANGE- 7 LINE CORD :------------6 FOOT,3 PRONG to GENERAL SPECIFICATIONS: 1 CONSTRUCTION -------METAL CHASSIS 1 !; PLAN VIEW 51) I ' I PLAN VIEW PLAN VIEW FALSE CEILING MOUNTED 1 11/4` 127 (5') t t. _ 137 (5%') t 4' X 4' X 2■' OP, STANDARD j� L, I _ OUTLET BOX WITH BLANK COVER aD UNINTERRUPTIBLE POWER SUPPLY r t� UPS om oo CONDUIT MAY BE REQUIRED PE - LOCAL ELECTRICAL CODE TO '1 8/8 1 SPECIFICATIONS I f SWITCHER LOCATION - MATERIAL: METAL HOUSING 1 COLOR: GREY FRONT - CREAM COVER FRONT VIEW SIDE VIEW .� N M I=- J ' , O °, I WEIGHT: 11.02 LBS.15 KG ) APPROX. a M �- - _._ 1 : • vo�TaGE ( Acl2oviso Hz COMM MASTER ONE CCTV UNIT FRONT VIEW SIDE VIEW - : POWER V C V SIDE VIEW CONSUMPTION( 20 WATTS OR LESS FRONT VIEW FRONT VIEW a SIDE VIEW D W MONITOR POWER CORD: 3 WIRE 6'-0' LONG W I .I 9 DESK TOP B/ /� vY UL-KZ1624-AULO 82 � 'T OF?K- S_TjuE PC - CCTV LOW PROFILE CEILING ENCLOSURE V CCTV POWER SUPPLYA CI 19-036520-OOO AMSOUTH BANK NNIIt AI.I H1)- DIEBOLD INCORPORATED (c)COPYRIGHT 1993. Diebold, Inc. All Rights Roeerved. M.C.O. 5/10/02 ,( An Unpublished Work PROTOTYPE 3020 37 SKYLINE DRIVE SUITE 4100 ,AI LS HI P. REED t}IrAWlrli, )N). , ti r- ,I"AII usTn K12102AL14R0 LAKE MARY, FLORIDA 327A THIS DRAWING IS THE PROPERTY OF DIEBOLD INC. NONE (407) 549-2000 III) [Jill iC`%II I)RAwtll(• VIDEO DETAILS :NT.4 of 4 ' } - BED PLATE ('/2'X2'--3"X5'-8') / PROVIDE AND INSTALLED ......STEEL STEEL CHANNEL (PROV I OEO & BY G.C.P INSTALLED BY DIEBOLD) 1 - _ Lli - =N- : _r CD w_ - -_---- _ -- - ---- - 1 - - -- - - - --- q" WALL 0 P E N I N G ----- -. q - ...._..._.----- -PLAN VIEW SCALE I"=1'-0" t VAULT DOOR} I FLOOR FINI - 8%2"-- I - 1/-0" JAMB — I, I #5 ROD FOR ANCHORING (TYPICAL 4 CORNERS) DETAIL A SCALE I1/z"=1'-0" DETAIL B SCALE 3'1=11-011 FLOOR FINISH THICKNESS 1/2,, % 3/4" %11 IN ©SHIM THICKNESS 0" IA11 1AIII %fl 1/2" 4NEL VAULT - SHOE %"X6",ANCHORED TO CONCRETE FLOOR WITH 1/2" x 5' CAP SCREW BY DIEBOLD INSTALLATION JUNCTION BOXES SUPPLIED AND INSTALLED BY THE E.C. AT VAULT C WALL CONDUIT PENETRATIONS - (4) I"CONDUITS I WIRE RACEWAY AND CONNECTORS I (BY E.C.) SEE NOTE #3 JUNCTION BOXES SUPPLIED 5" WALL PANEL AND INSTALLED BY THE E.C. ELEVATION C SCALE 11=1/-00 17,_0,i OUTSIDE VAULT _._.- 16'-2" INSIDE VAULT ' 5 5 �W.o. 1 EDGE OF DOOR 5'- 7 % 1 • 0 0 Io N Q L u _j u 1 •- V 0 ru OUTLINE OF TITAN, I'-0" DEEP LI ;'...._. _. --- VAULT DOOR ! 1 I VESTIBULE 1 BED PLATE ('/2'X5'-8"X2'-3") ~ ` PROVIDED AND INSTALLED a D - 1� STEEL CHANNEL BY G.C. > (PROVIDED & o INSTALLED BY ,�, I " - Ld DIEBOLD) AT in ►�'- DOOR VESTIBULE 46 C D z 0 — 0 0 E.C. TO PROVIDE AND ( <: 11 an INSTALL JUNCTION BOXES o� AT CONDUIT PENETRATIONS IN 4'-O" WALL PANEL 77A 1 I 1, r VAULT PLAN SCALE 1/2 Itzli-011 FINISH ON EXTERIOR VAULT WALL AROUND 'TITAN' VAULT DOOR SHALL BE APPLIED AFTER VAULT DOOR IS SET BY DIEBOLD. FINISH MUST NOT EXCEED 3Y4" FROM FACE OF VAULT WALL. FINIS: BUTTS AGAINST JAMB TRIM. TYPE OF FINISH AND APPLICATION IS ALL BY G.C. ( FINISH EXCEEDING 3%4" WILL NOT ALLOW VAULT DOOR THE FULL 180 DEGREE SWING ) SECTION C in I3" MINIMUM CLEARANCE FROM VAULT WALLS I TO ANY STRUCTURE DURING SETTING OF VAULT 1 `i MODULAR VAULT SYSTEM MODULAR 5" THICK PANELS (WELDED CONNECTIONS) FORM THE FRONT, BACK, SIDE WALLS, AND CEILING. THE FRONT WALL HAS AN OPENING FOR A VAULT DOOR. Y THE MODULAR VAULT DOES NOT INCLUDE VAULT DOOR, EMERGENCY VAULT VENTILATOR, ALARM EQUIPMENT, S.D. BOXES, PARTITIONS, ETC. ALL EXTRAS SHOULD BE ORDERED SEPERATELY. ACESST0 VAULT AR EA-., C G. C. SHALL PROVIDE CLEAR ACCESS TO THE VAULT .AREA TO ALLOW DIEBOLD INSTALLATION TO MOVE VAULT PANELS TO THE VAULT LOCATION. FLOOR PREPARATION THE GENERAL CONTRACTOR SHALL PROVIDE A FLOOR TO SUPPORT 46,750 LBS. MODULAR VAULT AND VAULT DOOR. RECOMMENDED FLOOR OF 12" REINFORCED CONCRETE (3) ROWS #5 REBAR EACH WAY STAGGERED TO FORM A GRID TO MEET RATING OF VAULT PANELS. (BY THE G.C.) THE G.C. SHALL ALSO PROVIDE AND INSTALL A BED PLATE (1/2'X2'-3"X5'-8") FLUSH WITH ROUGH FLOOR (SEE PLAN AND DETAIL A) SHOE INSTALLATION: DIEBOLD TO ATTACH THE SHOE (%'X6') TO FLOOR. (SEE DETAIL B) G.C. TO PROVIDE OUTLINE OF VAULT PERIMETER FOR DIEBOLD INSTALLATION TO LOCATE SHOE. VAULT INSTALLATION: ALL VAULT PANELS ARE SHIPPED KNOCK-DOWN,DIEBOLD WILL ERECT VAULT PANELS AT JOB SITE ON SHOE. CONDUIT AND ELECTRICAL: I. SUPPLIED WITH THE MODULAR VAULT ARE (4) 1' CONDUITS (SEE NOTE #4 AND #5) FORMED IN A 4'-0" WALL PANEL. THE E.C. SHALL CONNECT THE (4) CONDUITS TO THE JUNCTION BOXES PROVIDED AND INSTALLED BY E.C. 2.CONDUIT FOR EXTERIOR CONNECTIONS TO ELECTRICAL SUPPLY, ALARM AND TELEPHONE BY E.C. 3.WIRE RACEWAY OR CONDUIT FOR INTERIOR CONNECTIONS OF ELECTRICAL SUPPLY, ALARM -- AND TELEPHONE BY E.C. (SEE SECTION C AND ELEVATION C) 4.(1) IN CONDUIT FOR VAULT DOOR, ALARM CONTROL CABINET, LIGHT FIXTURES AND ANY OTHER ELECTRICAL REQUIREMENTS. VAULT DOOR AND ALARM 'CONTROL CABINET REQUIRE SEPERATE 120 VAC, 60 HZ, 20 AMP BRANCH CIRCUIT (UNSWITCHED) WITH GREEN WIRE GROUND. (SEE ELEVATION C) 5. (3) 1" CONDUITS FOR ALARM DEVICES. (SEE ELEVATION C) 6. 1/2' CONDUIT FOR VAULT DOOR ALARM, CONNECT TO JUNCTION BOX PROVIDED BY E.C. 7. 1/z" CONDUIT FOR VAULT DOOR REQUIRES 120 VAC, 60 HZ, 20 AMP BRANCH CIRCUIT (UNSWITCHED) WITH GREEN WIRE GROUND, CONNECT TO THE JUNCTION BOX PROVIDED BY E.C. FINISHING: THE OWNERS G.C. TO GROUT IN SPACE BETWEEN VESTIBULE AND CONCRETE PANELS AFTER VAULT DOOR IS INSTALLED BY DIEBOLD. GROUT TO CONSIST OF CLEAN SAND AND CEMENT USING FORMULATION TO PROVIDE AT LEAST 3,000 P.S.I. (EQUIVALENT TO 6 BAG MIX) THE INTERIOR SEAMS AND CONNECTING PLATES TO BE GROUTED AND COVERED BY APPLICATION OF WALL COVERING, FLOOR COVERING ,OR CEILING TILE BY PURCHASER. IT IS RECOMMENDED THAT THE EXTERIOR EXPOSED SURFACES BE GROUTED AS NECESSARY AND/OR BE COVERED WITH AN APPLIED FINISHING MATERIAL BY PURCHASER. DIEBOLD MODULAR VAULTS ARE DESIGNED FOR PHYSICAL SECURITY OF VALUABLES LOCATED WITHIN THE VAULT SECURED AREA. INDIVIDUAL WALL PANELS CARRY A U.L. RATING (CLASS 1 - 30 MINUTES) AND ARE NOT DESIGNED AND SHOULD NOT BE USED TO PROVIDE BUILDING STRUCTURAL SUPPORT OR INSULATI.NG PROPERTIES. DIEBOLD j RECOMMENDS FINISHING AND/OR INSULATING MATERIALS APPLIED TO VAULT INTERIOR 1 AND/OR EXTERIOR VAULT WALLS AND CEILING AFTER VAULT IS INSTALLED. ALL FINISH AND INSULATION IS BY THE OWNERS G.C. 'DROPPED CEILING' ALLOWS FOR CONCEALING CONDUIT, WIRE RACEWAY, LIGHT FIXTURES, ETC. THIS ALSO PROVIDES SPACE FOR STACKING OF (4) LM300 S.D. SECTIONS W/ OPTIONAL - E.C. TO PROVIDE AND PULL SHELVES, FILLERS AND 3' OR 4" BASE. / INSTALL JUNCTION BOXES AT CONDUIT PENETRATIONS `�, +7"/7" 7"t IN 4'-0' WALL PANEL E.C. TO PROVIDE AND INS -FALL JUNCTION BOXES AT CONDUIT PENETRATIONS IN 4'-0" WALL PANEL > W.O. w i Ln 0 Ql (/) Z 5'-0" W.O. _. 1 o l • 1 II I3" MINIMUM CLEARANCE FROM VAULT WALLS I TO ANY STRUCTURE DURING SETTING OF VAULT 1 `i MODULAR VAULT SYSTEM MODULAR 5" THICK PANELS (WELDED CONNECTIONS) FORM THE FRONT, BACK, SIDE WALLS, AND CEILING. THE FRONT WALL HAS AN OPENING FOR A VAULT DOOR. Y THE MODULAR VAULT DOES NOT INCLUDE VAULT DOOR, EMERGENCY VAULT VENTILATOR, ALARM EQUIPMENT, S.D. BOXES, PARTITIONS, ETC. ALL EXTRAS SHOULD BE ORDERED SEPERATELY. ACESST0 VAULT AR EA-., C G. C. SHALL PROVIDE CLEAR ACCESS TO THE VAULT .AREA TO ALLOW DIEBOLD INSTALLATION TO MOVE VAULT PANELS TO THE VAULT LOCATION. FLOOR PREPARATION THE GENERAL CONTRACTOR SHALL PROVIDE A FLOOR TO SUPPORT 46,750 LBS. MODULAR VAULT AND VAULT DOOR. RECOMMENDED FLOOR OF 12" REINFORCED CONCRETE (3) ROWS #5 REBAR EACH WAY STAGGERED TO FORM A GRID TO MEET RATING OF VAULT PANELS. (BY THE G.C.) THE G.C. SHALL ALSO PROVIDE AND INSTALL A BED PLATE (1/2'X2'-3"X5'-8") FLUSH WITH ROUGH FLOOR (SEE PLAN AND DETAIL A) SHOE INSTALLATION: DIEBOLD TO ATTACH THE SHOE (%'X6') TO FLOOR. (SEE DETAIL B) G.C. TO PROVIDE OUTLINE OF VAULT PERIMETER FOR DIEBOLD INSTALLATION TO LOCATE SHOE. VAULT INSTALLATION: ALL VAULT PANELS ARE SHIPPED KNOCK-DOWN,DIEBOLD WILL ERECT VAULT PANELS AT JOB SITE ON SHOE. CONDUIT AND ELECTRICAL: I. SUPPLIED WITH THE MODULAR VAULT ARE (4) 1' CONDUITS (SEE NOTE #4 AND #5) FORMED IN A 4'-0" WALL PANEL. THE E.C. SHALL CONNECT THE (4) CONDUITS TO THE JUNCTION BOXES PROVIDED AND INSTALLED BY E.C. 2.CONDUIT FOR EXTERIOR CONNECTIONS TO ELECTRICAL SUPPLY, ALARM AND TELEPHONE BY E.C. 3.WIRE RACEWAY OR CONDUIT FOR INTERIOR CONNECTIONS OF ELECTRICAL SUPPLY, ALARM -- AND TELEPHONE BY E.C. (SEE SECTION C AND ELEVATION C) 4.(1) IN CONDUIT FOR VAULT DOOR, ALARM CONTROL CABINET, LIGHT FIXTURES AND ANY OTHER ELECTRICAL REQUIREMENTS. VAULT DOOR AND ALARM 'CONTROL CABINET REQUIRE SEPERATE 120 VAC, 60 HZ, 20 AMP BRANCH CIRCUIT (UNSWITCHED) WITH GREEN WIRE GROUND. (SEE ELEVATION C) 5. (3) 1" CONDUITS FOR ALARM DEVICES. (SEE ELEVATION C) 6. 1/2' CONDUIT FOR VAULT DOOR ALARM, CONNECT TO JUNCTION BOX PROVIDED BY E.C. 7. 1/z" CONDUIT FOR VAULT DOOR REQUIRES 120 VAC, 60 HZ, 20 AMP BRANCH CIRCUIT (UNSWITCHED) WITH GREEN WIRE GROUND, CONNECT TO THE JUNCTION BOX PROVIDED BY E.C. FINISHING: THE OWNERS G.C. TO GROUT IN SPACE BETWEEN VESTIBULE AND CONCRETE PANELS AFTER VAULT DOOR IS INSTALLED BY DIEBOLD. GROUT TO CONSIST OF CLEAN SAND AND CEMENT USING FORMULATION TO PROVIDE AT LEAST 3,000 P.S.I. (EQUIVALENT TO 6 BAG MIX) THE INTERIOR SEAMS AND CONNECTING PLATES TO BE GROUTED AND COVERED BY APPLICATION OF WALL COVERING, FLOOR COVERING ,OR CEILING TILE BY PURCHASER. IT IS RECOMMENDED THAT THE EXTERIOR EXPOSED SURFACES BE GROUTED AS NECESSARY AND/OR BE COVERED WITH AN APPLIED FINISHING MATERIAL BY PURCHASER. DIEBOLD MODULAR VAULTS ARE DESIGNED FOR PHYSICAL SECURITY OF VALUABLES LOCATED WITHIN THE VAULT SECURED AREA. INDIVIDUAL WALL PANELS CARRY A U.L. RATING (CLASS 1 - 30 MINUTES) AND ARE NOT DESIGNED AND SHOULD NOT BE USED TO PROVIDE BUILDING STRUCTURAL SUPPORT OR INSULATI.NG PROPERTIES. DIEBOLD j RECOMMENDS FINISHING AND/OR INSULATING MATERIALS APPLIED TO VAULT INTERIOR 1 AND/OR EXTERIOR VAULT WALLS AND CEILING AFTER VAULT IS INSTALLED. ALL FINISH AND INSULATION IS BY THE OWNERS G.C. 'DROPPED CEILING' ALLOWS FOR CONCEALING CONDUIT, WIRE RACEWAY, LIGHT FIXTURES, ETC. THIS ALSO PROVIDES SPACE FOR STACKING OF (4) LM300 S.D. SECTIONS W/ OPTIONAL - E.C. TO PROVIDE AND PULL SHELVES, FILLERS AND 3' OR 4" BASE. / INSTALL JUNCTION BOXES AT CONDUIT PENETRATIONS `�, +7"/7" 7"t IN 4'-0' WALL PANEL E.C. TO PROVIDE AND INS -FALL JUNCTION BOXES AT CONDUIT PENETRATIONS IN 4'-0" WALL PANEL > W.O. w i Ln 0 Ql (/) Z 5'-0" W.O. _. 1 o l • 1 II -CONNECTING PLATE _--I � I a w Ln o is V Z 0 I 1 SEE DETAIL B SEE DETAIL A t 3 SECTION A SECTION B:- SCALE I/z"=1,_0�� SCALE I/2_O�i S111LU,ET 5_,OF'9. al DIEBOLD INCORPORATED t�ICGPYRIGHr 1993, Diebold. Reserved. Hi< I'i M.C.O. 5/10/02 AMSOUTH BANK Ci,lI1ltACi .L,. An Unpublished Work PROTOTYPE 3020 rt� 37 SKYLINE DRIVE SUITE 4100 GI c; I<rI. REED hu,riittr, un. '1 LAKE MARY, FLORIDA 32746 -"I MI,P AS NOTEh K12102MVIIRO1�""'® THIS DRAWING IS THE PROPERTY OF DIEBOLD INC. I(An7 5 9-2000 nn Iiil :I I in«,,IIIi• CLASS I MODULAR VAULT DETAILS ::ul. I of NOTE GENERAL CONTRACTOR TO PROVIDE FINISHED NOTE: MASONRY OPENING AND INSTALL BOLT -IN 1. DIEBOLD RECOMMENDS A CANOPY TO PROVIDE WEATHER IF BUILDING HAS BRICK INSTALL WINDOW AFTER BRICK IS APPLIED STYLE B.R. VISION WINDOW PROVIDED BY PROTECTION FOR THE CUSTOMER AT TIME OF IF BUILDING HAS EIFS INSTALL WINDOW BEFORE APPLICATION OF EIFS, DIEBOLD TRANSACTION. 2. AN UNOBSTRUCTED PATH FOR THE INSTALLATION OF AS KEOU I KE0- *MAXIMUM WALL FINISH (BY OTHERS) PNEUMATIC TUBES, BLOWERS, AND AIRLINES MUST BE CAULK S I UL FOR REMOVAL OF SCREWS SECURING PROVIDED. ANY OBSTRUCTION WITHIN THIS PATH MUST ( 0'f OtHEKS);� BE REMOVED BY THE GENERAL CONTRACTOR. LINTEL AS ! GONTLNUOUS GOUNTEK-•� EXTERIOR GLASS RETAINER. , KEOU I KEO AKOUNO TOP 3. CONTROL BOX CAN BE LOCATED ON EITHER SIDE OF r PKAME _! �" 6I LL 2►/2' TELLERS UNDER COUNTER (PREFERRED LOCATION), IN ( 0Y &. G. w - 1%-* t 0Y OTHEKS) \ BUILDING'S ELECTRICAL/MECHANICAL ROOM, OR ABOVE °L -• 1/4" POK I. ;VEL I NG - CEILING AT TELLERS AREA. VERIFY EXACT LOCATION 1/4,, FOK -- ' POK WITH OWNER / ARCHITECT. 1/q 4. WALL OPENINGS, ISLANDS, GUARD POSTS, CANOPY & LEVELING LEVELING SUPPORTS, SERVICE ACCESS AND CHASE ARE TO BE 3' •l HOLD) PROVIDED BY THE GENERAL CONTRACTOR. 4 - i 1/2. (HOLD) j _ 5. THE BLOWER PACKAGE LOCATIONS MUST BE VERIFIED AT m SITE TO ALLOW FULL ACCES.5 AND INSTALLATION WALL PIN16H ` . AFTEK THE BLOWER PACKAGES ARE SHOWN OVER CONCRETE I N5fAt-LAt I ON ISLANDS TO ALLOW SERVICE TO BLOWERS AND NOT OF 1'1 I NDOW M IE n D IE R 11 k D O L L TO INTERFERE CANQPYWITH MUST NORMAL BE PROVIDED DRIVE -UP BY OPERATION. G.C. IN. ACCESS W fr�;l 'Ir tYl C.C. TO DETERMINE THE ACTUAL CONSTRUCTION OF HD D I L`a 11 9H 8 0[ET6%0LQ`:) SCALE I I/2" = 1 /.-011 THE ACCESS OPENING AND COVERS. THE BLOWER PACKAGES ARE PROVIDED AND INSTALLED (STANDARD) BY DIEBOLD. G.C. TO PROVIDE CLEAR AREA AND ADEQUATE STRUCTURE TO ATTACH BLOWER SUPPORT SYSTEM. -- E. G. TO LOGA'ff ANO PKOV I OE 4' VIA. P.V.G. PIPE OK MIN VERIFY WITH DIEBOLD INSTALLERS. (2) 2" .GONOU I T5 FOK VAT GONTKOL ANO VIDEO GA01,E5. 6. TO FILL OPENINGS ABOVE WINDOW FOR TUBES: G.C. TO GONGEAL IN WALL A5 GL05E TO W I NOOW A5 P05510LE . WRAP TUBES AND AIRLINES INDIVIDUALLY WITH CLOSED ALTEKNATI% GAOLS GHASE TO 0E OETEKMINEO AND LOGATEO 0Y OWNEK6 E.G. VINYL GASKET AND FILL OPEING WITH MASONRY. OUTLINE OF (1) OLOWEK PAGKAGE A56EM0LY. VEK IfY EXAGT LOGAt I ON 0Y G.G. AGTUAL 1 MOUNTING 0Y G.G. SEE DETAILS AND NOTE 15 --------------------------------------- - - - - -- - -------------------------------------------— I �- - OUTL I NO Of, 2 X 2 GE.ILING AGGE55 0Y THE G.G. SEE NOf6 +5 I 1 p 1 1 10741X 15LAN0 1 t OUTL I NO il/2" PNEUMAT I G TU0E5 AfM SEE SHEET 9 OF 9 ; AGTUAL KUN TO 0O OETEKMINEO. ...... I' ' :'- -GUAKD P05t5 •� w u 1 (0Y G. Co.) a I O va AN I j O O - -j (�,L)Nlffubl�AYP.) �k� no ' GONOU If 6 FOK FUTUKE U5E 0Y E. G. r 94 - ~�" O -.:1 � ..�UN! T ANO ( W I 4 TUOE(TYP.) --I - ., - -_- --- o o .. .I._--i_ �GONQUIt a o I0 Ln o I`-0' o v _. _._ - - 1 -- -- -- - -- - - �,GOUNTEKEtt6 1 N 4' P,V.G. PIPE \ 1 - �- - -OUTLINE OF 2 X 2 0Y G.G. SEE 1 GELLING AGGE65 0Y SHEET 9 OF 9 ,, THE G.G. SEE NOTE +5 ; --OUTLINE OF (3) OLOWEK PAGKAGE A566M0LIE5. 1 VEKIPY EXAGT LOGATION 0Y G.G. AGTUAL : MOUNTING 0Y G.G. SEE OETAIL5 ANO NOTE *5 KEGOMMENOEO MIN. 11 GOUNTEKTOP OEPfN ;--------------------- ---------------=------------------- - - - - --- - - - - -- ------------------- i _p 8 6 +. 2`-8' -- - 8'-6' _...._ _. 3'-6' - . ---- 8'-64 CURB NOTE: p L� Q hi SCALE PLENUM CEILINGS NOTE THE SPACE BETWEEN THE CEILING AND ROOF IN A BUILDING, IF THE AREA IS USED FOR AIR RETURN IN THE VENTILATION SYSTEM, DIEBOLD RECOMMENDS A CANOPY TO PROVIDE FIRE AND BUILDING CODES MAY REQUIRE SPECIAL WIRE OR CONDUIT TO BE USED IF WIRE IS RUN THROUGH THIS AREA. WEATHER PROTECTION FOR THE CUSTOMER AT TIME OF TRANSACTION. THE 'BLOWER PACKAGES" CANNOT BE INSTALLED INTO THE PLENUM CEILING, THEREFORE THE PACKAGES SHOULD BE INSTALLED BELOW THE CEILING LINE NO MORE THAN TWENTY-FIVE (25) FEET FROM THE INLET NOZZLE ON 90 DEGREE TUBE BEND.THE AIR HOSE FOR THE AN UNOBSTRUCTED PATH FOR THE INSTALLATION C BLOWER PACKAGES MUST BE LOCALLY APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. THE STANDARD HOSE FOR THE PNEUMATIC TUBES MUST BE PROVIDED. ANY BLOWER PACKAGE WILL MEET MOST LOCAL CODES BUT SOME AREAS WILL REQUIRE A HIGHER FIRE RATED HOSE. THIS HIGHER RATED OBSTRUCTION WITHIN THIS PATH MUST BE REMOVE[ HOSE IS AVAILABLE FROM DIEBOLD. BY THE GENERAL CONTRACTOR. , TUOE GONNEGTION 2'-5'MIN. GLEAKANGE KEQUIKEO TO TUOE 5UPPOK-17 6Y6TEM TO— ( GLAMP I GONGEAL PNEUMATIG TUOE OENO ANO NOTEt All?, VALVE MU5T \ 5U1T OUILOING GON01flON5 VEKIeY AGTUAL OUILOING 0E AGGE5510L0 --PAGK OPENING GONNEGTION GLAMPS WITHIN CANOPY ANO GANOPY 0E51GN PKOM POK 6EKVIGE \ /- OLOWEK OLOWEK AKGHITEGT'S PKINT6 / 0Y OTHEKS PAGKAGE AIKLINE PAGKAGE � 5EE NOTE +6 OUT A6 6TKA I GHT A5 P066150LE OFP - • \ -/ ti 01N5UKIN&ifHATLGLAMP6) KA01IUAN9 A I K 0EN0 TO KA 15E \ , , GLAMP A00VE �i' \ t �! _ —_ �r .,�,M'. r tUOE T CEILING +� ) ,.� LINE6 AKE GONGEAL49 WITHIN CANOPY. f A I Kl. I NE ia,P) UNPOK610E or- I 'i - hl/2" 01 A. 9'-b" CEILING l PNEUMATIC TU0E6 �-1'-6'MIN WITH 1'-6' OUTLINE OP P05510LE OLOWEK PAGKAGE LOGATION.. ,; KADIUS 0EN05• I G.G. TO VEKIFY 0E6T LOGATION OF 01,.0WEK PAGI0E6 1071lX 16LANO FOR IN5TAL-AfION ANO SEKVIGE. AGG656 0Y 6.6. ' ATMO6E9 6N6ET FIN15H FLOOK i i • j% J �C�6400M / LdLMQ4��M II _ -`IGONOUIT5 0Y E.G. FOK FUTUKE USE SCALE 1/4" = I`0" 4" P.V.G. 0Y fHE G.G. SEE SHEET 9 or 9 NOTEr IN5TALL TUO66 A5 G1.06E A5 P066101.E TO UNPOK.310E OP 06AM IN OKOEK TO GONGEAL GONNEGT I ON GLAMPS ABOVE GE 1 L I NG.IL t 2'-4' 00 GE r , yT 0 in • 8% ION' 858"} 2" ABOVE TO 4' VIA. PIPE OK M I.N..N iv , T CLtUOE (2) 2' GONOUIT5 1N WALL .' ' T ( 0Y E. G. ) TO KUN VAT _.... - _ f .. r 1 z T ANo VIDEO GA0LE6 �" 1 Q' I _ _ 1"WA • HOUS t 2'-6'm MAU-Q crl CANOPY GLG. f 6UAKd VO!�T6, 3%2' PIPE (1 0.0.) 2'-6' NI FILLED WITH GONGKETE (ALL I 10`-IOr2' W . 0. ( 1 �• GUAKD P05T5 AT ENTKANGE WALL OPENING 15 TO 0E 510E EXTENDED TO TOP OF PIN15HE0 TO AGGEPT 3 _ UNIT FOK MAX. PKOTEGTION 41/2' VIA. GLEAK PLA! 00LT - I N STYLE W 1 NDOW 2'-105/a' j VEKJFY WITH OWNEK, - TUOE (6'-0' MAX. LEI T �� `° (0Y G. G.) ° o I/Z' GONOU I T . FOK AUO 0 ( o 21-51/4' I - I'-8' rn "' C)s - .I'-0Y4' AN0 GONTKOL GAOLS -� MAX FOKt - FOK G� TV I t _.r - :-. GLAMPS _ (' '4 III(IDum .. - 1-WAY G( (2) 1' MIN. GONDU I f 6 (0Y E , G.) M M r;' m I'-0' CURB I HOU51 NG 5T00060 OUT UNOEK GOUNTEP, WOK FUTURE USE 3 NOTCH PULL WIOfH tr) r'n +I Of GOUNTEK6ffE POK 1 `z Tr WALLS OVEK I ' - 0Y/4' . co INTERIOR ELEVATION N H A 8`0 H R V Cp[EH H DE7 AOL 8-A SALE %I]= 1,_011 SECTION UNISTKUT SUPPOKT 5Y5TEM OY 01E00L0. PAGK OPENING EQUIPMENT I� G.G.TO PKOVIDE GLEAK AKEA POK 9IE00L0 0Y THE G.G. TO INSTALL UNISTKUT 6UPPOKT 6Y5TEM. 121-72 STANOAKO DUILOING GON5TKUGTION TO VKOV196 O O.K. VISION WINDOW ELEVATION AOEOUATE SUPPOKT POK MOUNTING -. UN 15TKUT SUPPOKT W 7 ��u Ir 0 m E IR u G i I O 122-50 GOUNTEKETTE 4' VIA. PIPE OK MIN. (2) 2' GONOUIT6 IN WALL (2) VAT "21' TELLER ( 0Y E. G.) TO KUN VAT UNI f6 - _} NOTE: ANO VIDEO GA0LE5 "DO NOT' MOUNT THE BLOWER PACKA O AUD I 0 6W I TGHEK 00X W WITH THE EXHAUST TUBES POINTING 101/4' W. X 161/4' H. X 41/2' OP. I•----' DOWNWARD I GEILING' A O 5U-3-G UNOEKGOUNTEK ! BLOWER PACKAGE WEIGHT IS 18 LBS. :.j ♦ PEDESTALS - "La f} POWEK GOKO (6'-0' LONG) Bunn: nenuu O GASH 015PEN6EK NOT 0Yz10 �_ i h zr ' �,' 01E00L0 - VEKIPY 51ZE) _' I - 9' iv O DETAILS KEQUIKEMENTS I GONTKOL GAOLS 1 G + 107/8" j;. i W I TH MANUFAGTUKEK 0Y 01 E00L0 -1'-6' 'y O GOUNTEKTOP 0Y tHE G.G. - FIELD MEASUKE AN0 OUT, �- -- VEKIFY HEIGHT OF GASH ;a- 015PEN5EK EXHAUST TU0E5 ta, PLAN VIEW : (FLAP VALVE) W.I5U - KOD - 33A KNEE 6PAGE 94 • ",7) ii I 1 I DAGK O VAT GONTKOL 60XE5 t t lr'r1� I 51/4' W. X 79�6 " H. X 2" OP. I I _— �.:_f zn � I �1 VEK I FY LOGAT I ON 0 1 _rt r Tif D 1 �tiN(h ��°� FRONT VIEW SIDE VIEW 2'-O'--4I'-611/6 I'-9't -21-4% I`-611Ab 6H°CNN GOON NO��'r GOON (° Vg,0\j R j BLOWER UNIT DETAILS ONV� • K� PN° / °� , ��L�(�C G�� EL EVb%70 1M SCALE %if = 1'-011 ��PPO SCALE YqN = 11_011 POWER REQUIREMENTS TO AGGUfKAGK - _ - - SEE SHEETS 1 OF 9 - - I LOW VOLfA&O (DFOR COUNTERETTE & COUNTERETTE HEAT AND 4 OF 9 I . ___ _ , II ; GONTKOL GAOLS E.C. TO PROVIDE l 1) DUPLEX OUTLET ON (2) 115 VAC, 60 HZ, POWEK 10.20 AMP BRANCH CIRCUITS. , ; TNKU CHASE) h pIPE) 'I II I I BLOWEK .I � OLOWEK {{I. - • PL OK (2) 2 GONOU TS ; ; ; ; I PAGKAGE I I PAGKAGE I I, POWEK GOKO/ UG -- t�B FOR AUDIO SWITCHER BOX (0Y &. G.) I - - •� I , E.C. TO PROVIDE (1) DUPLEX OUTLET I: '1 �_- _ 6'0' LI ON (I) 115 VAC, 60HZ, 10. 20 AMP BRANCH CIRCUITS. G fYP. GONTKOL I ON1 00X ( MIKE ANO; © FOR CONTROL BOX TRANSFORMER (VERIFY LOCATION) I 6W I TGHEK II E.C. TO PROVIDE (2) DUPLEX OUTLETS SEPARATED ! FOR TRANSFORMER CLEARANCE EA. ON 115 VAC, 60 HZ, 6' -0 0U I.LD I NGS ,I TELLEK ELEGTK I GAL }yl 10, 20 AMP BRANCH CIRCUIT. I LONG I ( I I UNIT SUPPLY L..III (2) CIRCUITS RECOMMENDED TO PREVENT SHUTDOWN ) 1 � OF ALL UNITS. I' GUSTOMEK UNIT - FOR BLOWER UNIT (2 PER VAT SYSTEM) E.C. TO PROVIDE (.1) DUPLEX OUTLET AT EACH O (WITHIN _ 6'-0' OF BLOWER UNIT) ON ( 1)115 VAC, 60 HZ, 10. 13 W ), I AUO I 0 5W I TGNEK 00X I —� 20 AMP DEDICATED BRANCH CIRCUIT. TYPICAL SCHEMATIC FOR TELLER & CUSTOMER UNIT FOK ILLUSTKATION ONLY NOTES. ,4" VIA. PIPE OK .MIN. (2) I. ALL WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL, ALL STATE, AND 2" GONOU I T6 IN WALL- (0Y E.G.) LOCAL ELECTRICAL CODES WHICH MAY BE APPLICABLE. ELECTRICAL CONTRACTOR TO KUN VAT GA0LE6 ANO V 1 060 TO BE RESPONSIBLE FOR ANY CHANGES NECESSARY TO COMPLY WITH THESE CODES. 2. ALL CONDUIT, POWER WIRES, JUNCTION BOXES, AND OVERLOAD PROTECTION DEVICES, ARE TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CON -TRACTOR. 3. EACH CUSTOMER UNIT SHALL BE ON AN INDIVIDUAL CIRCUIT. FAILURE OF ONE UNIT SHALL NOT EFFECT OTHER UNITS. 4. ALL POWER WIRE SIZES AND CONDUIT SIZES TO BE DETERMINED BY THE ELECTRICAL CONTRACTOR. 5. NO POWER SHALL BE APPLIED TO THE VAT EQUIPMENT EXCEPT UNDER DIEBOLD SUPERVISION. G. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE GROUNDING OF ALL ELECTRICAL EOUIPMENT. 7. CHASE (BY E.C.) IN WALL TO CONCEAL AUDIO AND CONTROL CABLES FROM AREA OF AUDIO SWITCHER BOX TO UNDERSIDE OF CEILING. @ n0 CEILING UNOEK510E Of' GANOPY / "y VAT 21 TELLEK UNIT6 VAT 21" (2) KEOUIKED GUSTOMEK UNITS (2) KEQU I KEO , _ 3'-6' . t 2'-3" • I'-10' ' (' C 1 a —�f LOOK MtiNS`' SKOw ONE � E ti S6 - ���EK REO�;; A k?M`'NKEQOtR�MEN -� Y PON6R 9 W1SN POK VAS VtiK1> DUGS AU010 _.._.. E.G. pry- �° PKD - GONTKOL 0OXE6 0U I L01 NGS p1�00 5WITGHEK PO N AKGHISEGS 00X ELEGTK I GAL r� OW SUPPLY MIN. CONDUITS �' (� L (�(R (j L E U H j� (�fj jam( (0Y E.G.) 5T000E0 OUT lE E C U U (C (n� R Q 0 R E E H 11 � r=OKEPUTUKETUSE. 4 l SHEET, V OF 9 DIEBOLD INCORPORATED (c) COPYRIGHT 1993. Diebold, Inc. All Rights Reserved. 14k• r'� M.C.O. 5/10/02 AMSOUTH BANK °N1tA'' +10 An Unpublished Work flt} 37 SKYLINE DRIVE SUITE 4100 PROTOTYPE 3020 ::MI'.Irrl. REED i-AKE MARY FLORIDA 32746 THIS DRAWING IS THE PROPERTY OF DIEBOID INC. ''"F 1'7't AS NOTED K12102VTI IRO (407) 5219-2000 VAT 21 DRIVE —UP SYSTEM DETAILS •.Itr. I of I ij.. ' ' :.'. 5 .. :a � .'�1 r;°i i .�,.+�:{ i �' <;i S u� 1 . Y� ;1 -:1 -'1 �.� ',.'1 '„it I i '. '_ i � `,4 �fjf ,`! .. ^�`.' -.3.,��. ��v.' �.-'.,',�7 ,'�i3 ' �,',.,. ,. Y, ,i .. �_'�I '1 .i i} ' ,� .,.,,� *';� i., 'j ;,'i ,. ,a ,j ;I .; �'7 ?.Z.i ra ��� ;i _� i �� sty r�i x,,'� �� ,1 •.�;�, �r<' - i? r a, �:� s r'. `,-' �! �o-{ l,.°i r 1 � �g r � ;111 _,� t, : ; f °gip':. �:I - NOTES:. AIR INTAKE NEW CONSTRUCTION: 5'-21/4' ' GUARD POST PIPES TO BE 4' MIN. O.D. FILLED WITH CONCRETE (ALL BY G. C.). I. OWNER TO FURNISH AND INSTALL (I)q' RIGID CONDUIT FOR ELECTRICAL POWER ' n GUARD POST PIPES TO BE 4 MIN. DIA. X I 6 HIGH FRONT SIDE POSTS 2'-2' HIGH (SEE POWER REQUIREMENTS) -0' I'-5Yq' 9' u B ISLAND FILLED. WITH CONCRETE (ALL BY G.C.}, - - - BACK SIDE POSTS I'-6' HIGH 2. OWNER TO FURNISH AND INSTALL 4' P.V.C. PIPE (RECOMMENDED METHOD FOR OPENING i SEE PLAN vlEw ROUTING COMMUNICATION CABLE, EXPRESS BUS CABLE, ALARM CABLE, AND VIDEO CABLE) • � r, 3. ( ALTERNATE METHOD ) OWNERS • . • - •—• ELECTRICA CONTRACTOR TO FURNISH AND INSTALL 'RIGID CONDUIT FOR.ALARM CABL IV,' RIGID. CONDUIT FOR COMMUNICATION C BLE$ r,, EXPRESS BUS CABLE AND VIDEO CABLE. OUTLINE OF UNIT DE TACH • o z � � _ I (•, 4. PLEASE CONTACT THE DIEBOLD INSTALLING BRANCH IF CONSIDERING ATTACHMENT OF o Z z A REMOTE DESKTOP MONITOR/KEYBOARD TO THIS PRODUCT. I 1 a • a I (' I T DRILL ( 2) ' DIA. X 8' DEEP HOLES IN ISLAND (TEMPLATE PROVIDED — ISLAND _ w N A 'OPENING N o a v I II ,•� 5. INSTALLER LOCATING HC,I S, �4 -' �- Z PART #49-006035) AND SECURE UNIT TO ISLAND WITH .N I - o N I -�— - �' ,. ( f' io (2)q' -10 UNC X 8�2' LONG WEDGE ANCHORS SUPPLIED WITH UNIT. 2'-5' �> BOLT I ` 6. DIEBOLD TO FURNISH (OPTIONAL EXTRA) RS 232 CABLE (150'-0' STANDARD) (250'-O' MAXIMUM AVAILABLE), INSTALLED BY OWNER OWNER TO FURNISH AND INSTALL ALL OTHER CABLES. 8 I H -- �. -� 'v ',,, <. .• 3/q' RIGID CONDUIT -- 4" DIA. P.V.C. PIPE EXISTING CONSTRUCTION: � SEE NOTES I. EXISTING ELECTRICAL CONDUIT, PNEUMATIC TUBE AND/OR P.V.C. (BY THE E.C.) I t q" ql/z' PIPE MUST BE RE-ROUTED TO ALIGN WITH REQUIRED ISLAND ' �, M A TRAFFIC FLOW* • • • 15/s• A O GUARD POST PIPES TO BE 4' MIN, DIA. X 2'-2' HIGH - } SEE NOTES ' I OPENING. EXISTING PNEUMATIC TUBE OR P.V.C. PIPE MAY BE FILLED WITH CONCRETE (ALL BY G.C.). -1 USED TO ROUTE COMMUNICATION CABLE, EXPRESS BUS CABLE, 2'-O'p N ALARM CABLE, AND VIDEO CABLE. }- g' 3'-81/4` SECTION A BOLT � 2. EXISTING BUMPER GUARDS ON ISLAND MAY REQUIRE RELOCATION. i 7/ , 3 -9 a 3'-G' ISLAND 81/z" t PLAN VIEW I/2, -- - — - - 3'-0' S1/z" �_ 2''S' I•'I< INSTALLER TO DRILL ( 2) Ya' DIA. X 8' BEEP HOLES IN ISLAND (TEMPLATE PROVIDED 3,-g7/a, a FOR LOCATING HOLES, PART #49-006035) AND SECURE UNIT TO ISLAND WITH GUARD POSTS I%w 8Y4' 2,-31/42 - _ T _ - (2)/q" -IOUNC X 81/2' LONG WEDGE ANCHORS SUPPLIED WITH UNIT. BY THE G.C.T N /4 -- 3'-6' IS ND _.... .� Ilu ISLANDPLAN " n n - — , 3'-6" ISLAND FRONT �� nIt 91/2 , n n ji N tV Q- ,. Ii L• j I/S" � • Y _ AI ._..�. r ° mot-- 1� / � .— • " •' '� l is J. •-t— I ! _ _ ; ' ° � � I .. ° � TRAFFIC FLOW • '. • ,; ,I. r lD •. I ti o<ghIT J P ; n J. °an ° A c p ,?'�l�z';�j'J BOLT INSTALLATION . ( I•. oc`ll.•:��a tic �.� V ISLAND PERSPECTIVE FRONT VIEW SIDE VIEW ISLAND SECTION - M DETAILS ISLAND PREPARATION DETAILS 1074>tx DRIVE UP ISLAND AT CABLE REQUIREMENTS TOP CHASSIS KEY LOCK { INTEGRAL VIDEO CAMERA { STATEMENT PRINTER WINDOW 8-i/q COMMUNICATION CABLE: -- DIEBOLD TO FURNISH (OPTIONAL EXTRA) RS 232 CABLE (150'-0' STANDARD) (OPTIONAL) CONSUMER TRANSACTION O (250'-0' MAXIMUM AVAILABLE), INSTALLED BY OWNER. BY OWNER' RECORD SLOT I'-5' 3'_gl/q" 3'-O' 'ALL OTHER EXTERNAL CABLING TO BE FURNISHED AND INSTALLED ENVELOPE SUPPLY CARD INSERT SLOT • 2 SUB -SYSTEM BUS CABLE: FOR REMOTE OPTIONS ( FURNISHED AND INSTALLED BY OWNER ). .. a NOTE: • TO CONFORM TO GRADE 'A' REQUIREMENTS, CONSUMER INTERACTION ALARM CABLE MUST BE HOME RUN FROM VIDEO SURVEILLANCE-----'- ( FURNISHED AND INSTALLED BY OWNER ). PANEL ATM BACK TO ALARM CONTROL CABINET , • ' a SYSTEM CABLE: • <11 J M ' 4 TO CONFORM TO GRADE 'A' REQUIREMENTS, ALARM CABLE MUST BE �1 ALARM CABLE: . "t HOME RUN FROM ATM, BACK TO ALARM CONTROL CABINET CURRENCY DISPENSE ' ( FURNISHED AND INSTALLED BY OWNER AREA • ALARM TRAFFIC CONTROL ONLY WHEN TRAFFIC CONTROL LIGHTS ARE PRESENT ACONT (CUSTOMER FURNISHED AND INSTALLED) INSTALLER TO SET LEVEL, ENVELOPE DEPOSITORY . • ,, aLIGHT C EXTERNAL OPTIONS MODULE REQUIREDT. ISLAND ' OPTIONAL DIEBOLD SECURE UNIT TO CONCRETE L 3 AND CAULK AROUND BASE SECURITY VAULT 6 4' DIA. P.V.C. PIPE: - SEE NOTES "2 AND 03 ( FURNISHED AND INSTALLED BY OWNER >. • ' ISLAND TO BE FLAT VIDEO a OFDUN UNIT IN AREA �•'� SURVEILLANCE 1 1; o �� o SYSTEM PERSPECTIVE N • ; ' iv 7 ELECTRICAL POWER CONDUIT:---- SEE POWER REQUIREMENTS ( FURNISHED AND INSTALLED BY OWNER ). N OPTIONAL OPTIONAL REMOTE OPTIONAL JOURNAL OPTIONS EMOTE RLLAL ir, _ KDM PRINTER MODULE OPTIONAL TRAFFIC SPECIFICATIONS CONTROL LIGHTS PHYSICAL SECURITY.HEAT OUTPUT PLAN VIEW 682 BTU/HR WITHOUT HEATERS (IDLE ) � �r THE SAFE MEETS THE REQUIREMENTS OF UL STANDARD 291LEVEL )FOR _ _ _. .- - AUTOMATED TELLER SYSTEMS FOR 24 HOUR SERVICE. THE SAFE DOOR IS 5,418 BTU/HR WITH HEATERS (IDLE ) SERVICE POSITION 5 , ��'�� 5,759 BTU/HR WITH HEATERS (DISPENSE) PROVIDED WITH UL LISTED RELOCKING DEVICES AND A UL LISTED OPERATING ENVIRONMENT COMMUNICATION GROUP I ELECTRICAL LOCK WITH SINGLE OR DUAL COMBINATION LOCK ' -- _. ---- TO MEET REQUIREMENTS OF UL 291 THE UNIT MUST BE ANCHORED TO A -30° F TO 120° F WITHOUT SUN EXPOSURE ---- -- t---2'-0' { BOX RIBUTION � Q - �s CONCRETE PAD OF 152mm l.6') MIN. THICKNESS USING THE ANCHORS PROVIDED -30° F TO I10° F WITH -SUN EXPOSURE. TRAVEL I r 15/ To 100i RELATIVE HUMI011Y. POWER REQUIREMENTS CANOPY REQUIREMENT '` 3 THE ATM REQUIRES: SINGLE-PHASE THREE -WIRE UNSWITCHED POWER. WIRING >� TO THE ATM MUST USE A THIRD -WIRE EARTH GROUND (CONDUIT GROUND IS NOT IT IS RECOMMENDED THE UNIT BE PLACED UNDER — ACCEPTABLE). THE POWER SUPPLIED MUST BE AS SPECIFIED BELOW: COVER/CANOPY FOR OPERATOR/SERVICE AND SUN MODEM — 100-127 VAC (+6%,-10%) 6OHz (+/-I%) SINGLE PHASE EXPOSURE. r � 3'-0' 200-240 VAC (+/-10%) 50Hz (+/-I%) SINGLE PHASE WEIGHT OF UNIT j IL I I I _ 3.200 LBS. (D74i 6POWER TO THE ATM TO BE A DEDICATED SERVICE AND MUST BE PROTECTED BY A SAFETY QUICK -DISCONNECT DEVICE "i0 BREAK LINE VOLTAGE ALARM PROTECTION ELEC. CONDUIT 1 (SUCH AS A CIRCUIT BREAKER AT THE ELECTRICAL SERVICE PANEL). THE QUICK TO BUILDINGS ----�, DISCONNECT DEVICE (OR CIRCUIT BREAKER) MUST TURN OFF THE LINE VOLTAGE THE UL-LISTED SAFE IS EQUIPPED WITH A BASIC ALARM �' ELEC. PANEL AT THE AMPERAGE SPECIFIED BELOW. SENSOR PACKAGE. THE BASIC PACKAGE INCLUDES A SAFE `` 100-127 VAC SERVICE, DISCONNECT AT 30 AMPERES DOOR OPEN SWITCH, ALARM SHUNTING SWITCH, AND I 7 SENSOR. a _.__ -= 200-240 VAC SERVICE, DISCONNECT AT 15 AMPERES RATE-OF-RISEHEAT .... _- --- trffb'�Oo`%_� �,`�;,1 ' RECOMMENDED ISLAND OD jy_ - - �&,(OWER USAGE 6WIDE X 6 HIGH X 8 MIN. THICKNESS NOT 3 - NOTE: SIGNAGE OPTION AVAILABLE FOR ADDITIONAL LIGHTING. a FOR ADDITIONAL INFORMATION AND DETAILS PLEASE REFER TO THE PLANNING AND SITE PREPARATION GUIDE (TP-820.685) . ' :i - a • .. 0R Inil° I CD COLOR MONITOR. MOTORIZED CARD READER, DEPOSITOR, �� • • • CABLES BE IN THE OPENING FOR O PROCESSOR, L • 'a' 'i • '' • !'' I • • � ° JOURNAL PRINTER THERMAL CONSUMER PRINTER, PRESIDER ALARM, FOUR -HIGH ,�=a ., • . '. • ' ELECTRICAL EQUIPMENT ROOM. SECTION DISPENSER AND FASCIA LITE. `5 t :I SIDED E VIEW a2 SAME AS ( 1) ABOVE WITH HEATERS. YSHIFET 9 OF 90NT VIEW THE POWER USE DEPENDS ON THE NUMBER AND TYPE OF DEVICES PRESENT INFR THE ATM, AND THE TYPE OF TRANSACTION THE ATM IS PERFORMING. l CABLE REQUIREMENTS UFiri«�) r,,,. SERVICE POSITION DETAILS I,,l.,l•, AMSOUTH BANK } DIEBOLD INCORPORATED (c)COPYR T 1993. Diebold, [no. Rights Reserved. M•C.O. 5�10�02 Ali)' An l�"published Work PROTOTYPE 3020 37 SKYLINE DRIVE SUITE 4100 :,Airs iai,. REED I itnsirli NO. K12102TMI I I r WAD 3i . _ ,RO LAKE MARY, FLORIDA 32746 . THIS DRAWING a THE PROPERTY OF D[EBOI.D RIG. :,/q — 1 _0 10741x DRIVE -UP ISI-AND ATM DETAII-S .Ill. I of I (407) 5�19-ZQ00 nu ?III[ '-c.0 r rIPANIc• ..........v -- MACHINE STATUS I SYSTEM a 2 MAXIMUM OCONFIGURATION CONFIGURATION IDLE (NO TRANSACTION) 200 WATTS 1588 WATTS TRANSACTION (DISPENSE) 300 WATTS 1688 WATTS IN PROGRESS t,t GTKON I G St GUK I f Y GONOU (T KUNS V I OEO GONPU I T5 / € ON TOP Or Al-10 s / ZM1 PJ PE 0Y THE VEKPIY 6lU0-OUT LOGTtO / IN 0U I L0NG g ' cH,taoErMnA6 E ''s tCBs i i ,] 1 j CV£ V cvo S C C2& f � I S Il��t � i C VV6V I I . , f ; ALARM SYMBOLS LEOEMD SYMBOL M:P=PEDESTAL M=MULLION DESCRIPTION T=TURNSTILE D=DESSK/SHELF/C'TOP S=SURFACE W=WALL j--I M=MOUNT F=FLUSH G=CEILING. �J T TECHNOLOGY/TYPE R=RACK H=HIDDEN (SPECIFIC TO DEVICE) nW CONTROL PANEL I-J2 B2 - 0-1700- w KEYPAD SWITCH/CONTROL SECURESTAT ,ALPHA -NUMERIC ^ _^ W. CELLULAR TRANSMISSION 11Cl = DIGICELL UPLINK 1650 AUDIO / VIsuAL w �L2. L2 = AUXILIARY ALARM LAMP AUTOMATIC MONITORING SWITCH *CI = SAFE AND -CHEST O6'oM. *C2= AFTER HOUR DEPOSITORY C3-- AUTOMATIC TELLER MACHINE *C4 = FUTURE TELLER, ASSIST PROTECTION } is ADI=SURFACE MOUNT - DOOR CONTACT ` a= *V = VAULT SOUND INTERFACE ` *VI = VAULT SOUND DETECTOR is *V3=FOREIGN VAULT DOOR CONTACT M MANUALLY OPERATED SWITCH °. *RF=RADIO FREQUENCY RECEIVER AND LATCH MODULE 4R2=RADIO FREQUENCY HAND-HELD`TRANSMITTER *R3= RADIO FREQUENCY BILL TRAP _ C MOTION SENSOR I I = PASSIVE :INFRARED : 360° POWER SUPPLY *UI = UNIVERSAL POWER SUPPLY j' ®M * *VI = 16 CAMERA POWER SUPPLY *V2=8 CAMERA POWER SUPPLY *UPS=UNINTERRUPTIBLE POWER SUPPLY T __ _ D VIDEO IMAGE SYSTEM-- ACCUTRAK oV V =DIGITAL VIDEO SERVER _--- - �D DIGITAL REMOTE UNIT EEO DRU, DRU= DIGITAL REMOTE. UNIT VIDEO PROCESSOR V7 V7 = COLOR QUAD PROCESSOR M RA ENCLOSURE URE VIDEO CAMERA *V -VAT CAMERA P 4CI = 1/3' HIGH. PERFORMANCE COLOR CAMERA `* * *C2= 1/3.' COLOR DURACAM CAMERA. I *C3= 1/3' COLOR DOME CAMERAS *C4= 1/3' COLOR CAMERA *CV=1/3' COLOR CAMERA MOUNTED ON VAT D VIDEO MONITOR '�C3 C3 = 14" COLOR MONITOR i LOCKS �S M M = MAGNETIC LOCK PEVI.6 P.VEK MAKKEP-UP: OKAWINGS M.G.O. 3/11/02 2 IZEV I SEP; PEK . MAKY is Q'-;UP PKAW I N65, GHANGE.P KOOM NA06 M, G, 0. 1/3/02 I '} 3'izEV 15EQ PEK MAKKEP-UP PKAWl06 O .GHANOE9 OH) Cf NUMOEK M. G. 0 I /6/03 PEU1CnF_Q vE� MAI?KEo-UP .QRA.'81<166 M.G,0.2/6/03 — — — — — — ` . D w 0 ® ® , dam._. D R U C I ,p D W W B2 62 PA66 VAULT GOMPUTEKM T -= TO-" a ON TOP OF AGGUTKAY, i V7 T �" SEE SHEET *3 OF 6 J , Q. W LmUPS f RF �° 'RV2 RVI FUI aUl� I N ATf I G ABOVE `-----------__� VAULT x 5 izr.. DI VAULT _ i ■o " TELE .... _0� C j } f�, Co ro' MEN /x F 108 { 5 C3 - / 3x 1r JB/'' cs'oC CVI 4 ..) " .sr ELEC. €...... ... F �[g� ,., I r, C I•. MECH.0 ' 5 ' K4 \N9 �WORK ROOMWOMENaUPOA66 VAULT H, i No' 1 C N& 1R 1AOEKSEE ItzH T d, .✓Q 3 OP 8 -. .. .;"•. i- ,,.s. .r ;.£,.. c<,..{� c.k i;-.:,..,..<.}- ..wa ;f ; R zit C. I r 3 4: 5 1 STOR. C C N/:....u.. 3 �NORK F�OOM„ ..:.: x 5 / Y F ie ,Ls.4i: $3S .Al _.... E I.... a � �� zy 301 Cl H C39,:�W RI RI'i't . sue° RVi V <. �.R? OFFICE - ., f ti 4 ...a, rr 41 C3':>:<�,• OFFICEpI xl J . �C2 H r..#ti TS 4 A ., 1F x,3 p s` TELLERS F H u LOBBYq§= C2 # ,� f`�t41.1; R ®C,� i C 1 r x f o r R C3II,...<I VESTIBULE; ` 5 r ; Ilk m A f , :t� s ...:���, :,:.¢ & 1 S:t ss�s3'...�sf-:'`�?��s� �'� . i,4u.-.af�L1"r1�i�.'{' �aF s. ¢ � � • F TE HEAL L'"ER ` WORK ROOMD OFFICE < tiro fj, M ; 0 �ORI_ 02 � .. f $, IPONFERENCF, i G r s s 4 1.': I ®III-sa'`� _� �ss:�=}4 � 4 •. fi, .-;' ., fr` € �� + ! i- c lt"3�G��,S•sl �r4x'T�<'"s-#+2 YS'�f�,�' � r ; § f ELECTRONIC SECURITY VIDEO PLAN NO 6GA4 ALARM AND SURVEILLANCE ELECTRICAL STANDARDS } INSTALLATION NOTE: ALL CAMERAS MUST BE PHASED AND DIP SWITCH SETTINGS CHECKED, SEE AMSOUTH INSTALLATION MANUAL FOR PROPER CAMERA SWITCH SETTINGS, DOOR CONTACTS REAR DOOR 6--o F DI MECH. DOOR 9 ALARM _LAMPS DI HEAD TELLER W WORK ROOM TER—, N/D WORK ROOM w L2 WORK ROOMQW— L2 PIR'S LOBBY r . HEAD TELLER C WORK ROOM y1I N/D WORK ROOM C VAULT VEST. niC�l_ IN ATTIC c ABOVE VAULT 1I. KEYPAD VAULT VEST. EK4 I. DIEBOLD WILL INSTALL, AND ADJUST ALL DIEBOLD FURNISHED EQUIPMENT UNLESS OTHERWISE SPECIFIED. I)' LY (EXCEPT WHERE SPECIFIED). ACTUAL IRING AS SHOWN ROUTING OFFLOOR ACONDUIT ANS AND ND ORSDIAGRAMS S SHALL GBESDETERMINED BTED METHOD OYNELECT ELECTRICAL PER DIEBOLD SPECIFICATIONS AND THE NATIONAL ELECTRICAL CODE, PURCHASER MUST MAKE ALL WALL AND CONTRACTOR ON JOB SITE TO SUIT LOCAL CONDITIONS. ALL CONDUIT BY-E.C. 2. LINING PENETRATIONS: PROVIDE CONDUIT t OUTLET BOXES, JUNCTION BOXES, JUNCTION BOX COVERS, II0-120 VOLT POWER WITH SEPARATE INSULATED GROUND WIRE: OBTAIN ALL PERMITS AS REQUIRED EQUIPMENT EQUIPMENT AND.'DEVICE LOCATIONS SHOWN ON FLOOR PLANS ARE APPROXIMATE. EXACT LOCATIONS SHALL OWNER AND/OR ARCHITECT TO SUIT LOCAL CONDITIONS USING DIEBOLD 60 HZ, ELECTRICAL BY LOCAL MUNICIPALITIES AND ALL LEASED WIRES INCLUDING TELEPHONE LINES FOR REMOTE CONNECTIONS; OR RELOCATE ANY FIXTURES OR OBSTACLES TO PERMIT INSTALLATION OF DIEBOLD BE DETERMINED ON JOB SITE BY STANDARDS AND DETAILS FOR REFERENCE, AND REMOVE AND/ EQUIPMENT. IN THE EVENT OF A CONFLICT BETWEEN DIEBOLD SPECIFICATIONS AND LOCAL OR STATE LAWS OR THE LOCAL OR STATE LAWS OR THE NATIONAL ELECTRICAL CODE SHALL GOVERN, 13. LDING HAS(EQUIPMENT EBEYTTODTHATOSYSTEMSTEM, ALL BUILDING POWER REQUIRED FOR THE NATIONAL ELECTRICAL CODE, DWHENIEBOLD SHALL CONNECTED E.C,TO PROVIDE PULL STRINGS BETWEEN ALL JUNCTION BOXES AS REQUIRED. 14. WHEN WIRING IS RUN IN HOLLOW SPACES SUCH AS OVER -HUNG CEILINGS, AND SUCH HOLLOW SPACES ARE 3. ALL LOW VOLTAGE WIRE SPECIFIED, FURNISHED AND INSTALLED BY DIEBOLD. USED FOR ENVIRONME1ITAL AIR -HANDLING PURPOSES, THE WIRING MUST EITHER BE LISTED FOR SUCH PURPOSES OR BE INSTALLED IN ELECTRICAL METALLIC TUBING, FLEXIBLE METALLIC TUBING, INTERMEDIATE 4. Y WIRE MEETING THE SPECIFICATIONS SET FORTH IN THE DIEBOLD ELECTRONIC SECURITY AND METAL GONDUfr, RIGID METAL CONDUIT, METAL SURFACE. RACEWAY OR WIREWAY WITH METAL COVERS WHERE ACCESSIBLE, OR FLEXIBLE METAL CONDUIT. (SEE SECTION 300-22 (C) NATIONAL ELECTRICAL CODE IN,E.C.D. SURVEILLANCE CABLE SCHEDULE (SEE FOLLOWING SHEET) MAY BE USED. SURVEILLANCE 5. ALL CONDUIT RUNS .SHALL -HAVE SWEEPING BENDS AND ANY RUNS THAT MAY FORM A WATER TRAP MUST BE 15. MINIMUM OF 2'-0' WIRE :STUB -OUT AT ALL JUNCTION BOXES DESIGNATED FOR CONNECTION OF DEVICES, CABINETS, OR FOR SPLICING, UNLESS OTHERWISE SPECIFIED. PROVIDED WITH DRAINAGE HOLES. 6. ALL CONDUIT T WILL BE RESTRICTED TO 11/4' MAXIMUM AND SHALL HAVE TWO (2) ENTERING A VAULT ARRANGEMENT OF BENDS SHALL BE SO THAT 16. THE EXACT LOCATION OF, EACH DEVICE AND/OR CAMERAS IS TO BE DETERMINED BY OWNER/ARCHITECT. FOR RECOMMENDED LOCATION AND INSTALLATION OF DEVICES AND/OR CAMERAS SEE DECSRIPTIONS 90 DEGREE BENDS WITHIN THE VAULT WALL STRUCTURE. DRAINAGE IS TO THE EXTERIOR OF THE VAULT. ON FOLLOWING SHEET. IN PENETRATING EXISTING VAULTS,. THE MAXIMUM HOLE SIZE IS I %2' ; HOWEVER, MULTIPLE HOLES ARE 17. JUNCTION BOX SIZES AND RECOMMENDED LOCATIONS ARE DESCRIBED ON THE FOLLOWING DETAIL SHEET. 7. PERMITTED IF .REQUIRED. E.C. TO DETERMINE SIZE REQUIRED,PROVIDE AND INSTALL. JUNCTION BOX/MAIN 8. EXISTING ALARM AND CAMERA WIRING MUST BE REPLACED IF ANY OF THE FOLLOWING CONDITIONS EXIST: IN ACCESSIBLE AREA. CABLES FROM DEVICES DO NOT TERMINATE AT THIS BOX. IT IS TO BE USED AS A 'PULL BOX' ALL CABLES ARE PULLED THRU TO THE MAIN A. THE EXISTING WIRING IS NOT SHIELDED* B. THE EXISTING WIRING DOES NOT HAVE THERMALPLASTIC INSULATION 18. ALARM CABINET LOCATION OF DEVICES AND CAMERAS ARE: NOT. TO INTERFERE WITH, PARTITION WALLS, INTERIOR LIGHTING, C. THE EXISTING WIRING DOES NOT HAVE SUFFICIENT CONDUCTORS PHONE, SWITCHES, ETC. D. THE EXISTING WIRING SIZE DOES NOT MEET DIEBOLD SPECIFICATIONS E. THE EXISTING CAMERA AND HOLD-UP DEVICE WIRING ARE RUN IN THE SAME CABLE BUNDLE 19. ALL CONDUIT RECOMMENDED METAL (MIN.) UNLESS SPECIFIED OTHERWISE. E.C. TO VERIFY AND COMPLY ' AN EXCEPTION TO THIS RULE MAY BE MADE PROVIDING THE EXISTING WIRING IS 1N PROPERLY WITH ALL LOCAL CODES. GROUNDED METALLIC CONDUIT, THERE IS NO UNSHIELDED CAMERA WIRING IN THE SAME CONDUIT 20. EXPOSED CABLES BETWEEN DEVICES AND JUNCTION BOXES ARE SHOWN. WITH L ARM WIRING AND THE 'HIRING MEETS ALL OF THE OTHER STANDARDS LISTED ABOVE, SHOULD I CAUSED B Y BE REQUIRED AT A LATER DATE TO PREVENT FALSE ALARMS WHICH ARE CAUS 21. KS FOR � 10 TO HOLD -UP DEVICES CONNECTION FUTURE DES POSSIBLE FU U AND Poss R p BOXES. A T DESKS ID JUNCTION ES. FLOOR JUNCT Q B THE REWIRING DEFECTIVE WIRING OR RADIO FREQUENCY INTERFERENCE, SUCH REWIRING WILL BE THE RESPONSIBILITY ARE SUPPLIED AND'INSTALLED BY E.C. EXACT LOCATIONS OF FLOOR BOXES ARE TO BE PROVIDED BY TO`VERIFY USE OF WALL MOUNTED JUNCTION BOXES AND/OR OVERHEAD CONDUIT. OF THE PURCHASER. OWNER/ARCHITECT.. E,C. 9. I CANNOT BE RUN. IN THE SAME CONDUIT WITH 120 .VOLT AND ABOVE POWER ALARM AND CAMERA WIRING 22;. E.C. TO PROVIDE ALL POWER. ALLVIDEO EQUIPMENT TO BE ON THE SAME POWER PHASE, WIRING, LOW VOLTAGE WIRING OF 30 VOLTS AND ABOVE OR TELEPHONE LINES. 10. ALL WIRING SHALL" BE TAGGED BY THE ELECTRICAL CONTRACTOR AT ALL JUNCTION POINTS AND SHALL . TEST FREE FROM BREAKS,. GROUNDS, SHORTS AND/OR GROSSES BETWEEN CONDUCTORS. DO NOT LABEL CONDUITS RF RECEIVER �° w TELE. ROOM R� ��S, MAG LOCKS UM- - , MAIN ENTRANCE S LM (I) H G/P" (I) " G/P" ( I) HG/P° (3) "G/P" (2) ° (5/P" (3) 1" GONOUIT5 OY THE E,G ( 1 6) " G/P" ) ( I) " PIP" > ( 5) " E/P' (5) " G/P' JB ;':UW2V- V I Vt;,V UQ`Mf VNf%Nl"J 16 0Y THE OWNEK. Not E.G. TO OETEKMINE 61ZE KEOUIKEO.) PKOVIOE _ ANo INSTALL JUNGTION 00X/MAIN) IN AGGE6610LE M N � _ _ _ M AKEA. GA0LE6 PKOM OEV I GES PO NOT TEKM I NATE . ' AT TH15 00X. IT 15 TO 0E U6EP A6 A PULL 0OX U2 U2 ALL GA01,E6 AKE TO 0E PULLEO THKU TO THE y I y 4A5, GONTKOL PANEL W f, t g o Nt W B 2 , �CI =-•- KJ-31 X PHONE 2 Lu JAGK 0YEf f' B2 B i � ..G. OWNEK TO PKOVIOE r. ANTENNA VEK I PY MOUNTING tfi LAN GONNEGT I ON �^ ANo EXAGT LOGAT ION 1 5 . (I) "GIP " -__ POK ALRMM PANEL if SEE NOTE 16 OS FOREIGN VAULT IN VAULT " V3 DOOR PROTECTION I 12'-0" GOKO �oC SOUND DETECTOR LF VAULT n . VI - , (I) PIP �oC SOUND DETECTOR INTERFACE V VAULT i t D V RDD . o h i i S. 0 , CONTRAST SHEEC I OF NO AMSOUTH BANK PROTOTYPE 3820 ORAWINC NO.. K10902ALII134 rllrrir►iAlrlqmmrl now ELECTRONIC SECURITY ALARM LAYOUT sfiT. Iof 2 n' r= ..- _ � - .. . .. ,. ,, i� DETAIL #I SEE DETAIL #1 • oo • M 4 •• • • • • WALL FINISH ' APPLIED AFTER RIGHT SWING DOOR IS INSTALLED DOOR SHOWN AM9 NO 5VIW fO 6Ef M.G.O. 1/6/03 108" MINIMUM DOOR SWING REQUIRED FOR FULL 3'-4" CLEAR OPENING m HIGH SECURITY ELECTR LOCK F01 UL GROUP I MECHANI( "FINISHED FL00 IN VAULT ANC VAULT 3' _ 4 11 C . 0. OPTIONAL DAYGATE , , ' 3'-41, C.O. , 3'-53/4" DOOR 211. 2'-211 2/-211 5,-73/4" i 11'-4" JAMB TRIM PLAN VIEW 4'-4" JAMB TRIM - FRONT ELEVATION NOTE:.............. WALL FINISH APPLIED AFTER DOOR IS SET C I r SEE DETAIL #2 21 . DETAIL #I SEE DETAIL #1 • oo • M 4 •• • • • • WALL FINISH ' APPLIED AFTER RIGHT SWING DOOR IS INSTALLED DOOR SHOWN AM9 NO 5VIW fO 6Ef M.G.O. 1/6/03 108" MINIMUM DOOR SWING REQUIRED FOR FULL 3'-4" CLEAR OPENING m HIGH SECURITY ELECTR LOCK F01 UL GROUP I MECHANI( "FINISHED FL00 IN VAULT ANC VAULT 3' _ 4 11 C . 0. OPTIONAL DAYGATE , , ' 3'-41, C.O. , 3'-53/4" DOOR 211. 2'-211 2/-211 5,-73/4" i 11'-4" JAMB TRIM PLAN VIEW 4'-4" JAMB TRIM - FRONT ELEVATION NOTE:.............. WALL FINISH APPLIED AFTER DOOR IS SET C I r SEE DETAIL #2 21 . z I'- z O 0 a o � J < Q0 O I _ � z � Q0 w`�� o i/ O O J U t.L tr m O U O D _1 O b— cr— LL II O O DETAIL "2 �5/1611 Ll z � Z w m I- :�i O <r a W w J l U. CID w � J CID LA } U1 w ; a 3'-g5/a"-SILL PLATE 0 t 4'-61/4" VESTIBULE JAMB TRIM- t "FINISHED FLOOR ELEVATIONS" IN VAULT AND OUTSIDE THE U VAULT ARE THE SAME .q z W p > O O —1 U LL Q O O O O D _J —1 (D L I- L.L cr- s• LL L1 V) O OCL cl-l- STEEL SILL__--j B SHIM. THICKNESS 10" DOOR SILL PLATE DETAIL #3 FINISH FLOOR I3mm 16mm 19mm 22rnm 25 A THICKNESS ( 1/2")- ( W) ( Y4") ( �8") p'� SHIM I3mm 16mm 19mrn 22rnm 25 B THICKNESS U ( I/20) 1 ( %') (Y4") ( 7`8aa) ( CL o O �— OPTIONAL_ LQ DAYGATE T T rr- 1 - 1T1T 7TTr T ! •i �l'n' - - r Lrrllrjrrrrrn)Trn-r�,[ SEE SECTION DETAIL- #3 DIEBOLD INCORPORATED (0) COPYRIGHT 1993, Diebold, Inc. All Rights Reserved. M.C.O. 1/7/02 37 SKYLINE DRIVE SUITE 4100 An lJnpubllshod Work ,1rc � HER. REED LAKE MARY, FLORIDA 32746 rcAIE USED NONE --- THIS DRAWING IS THE PROPERTY OF DIE90LD INC. (407) 549-2000 DO rror (ALL PRAW111, AMSOUTH BANK PROTOTYPE 3820 ARMORY DOOR OPENING DETAILS 0 o s r tY G t, w .T C0 0 w w 0 j, —.r-- REAR ACCESS PANEL_ � 1 t . (-0 N DAYGATE IN "OPEN. POSITION" ELEVATION NTERIOR1 r, s .z �1 S HIE: E, T 4,.;: F tC { � r F�l O01IrRACT HO• ( DRAMNG NO. K10902VDIIRI �H r, I of l 77 . . - . 1 - .L! 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NO•f O i INSTALL (U0E5 A5 GI•-06E A6 P05510LE '(0A-- -_- FINISHED OTEI UNDEK51 OE OF OEAM I N OKOI=K TO CONGEAL �2� -- 2'-q" i No'fE' OUT GONOUi 1 - 2'=q" - $ GENERAL CONTRACTOR TO PROVIDE N L I NOTE NRY OPENING FOR INSTALLATION OF GONNEGI I ON GEAMP6 A04VE GE I L i NG. E : f0 5 f 1)0 1 MASO 5 �pP OF'16LAN0.5 . I -QI/4q ' 1 . -IN STYLE B:R. VISION WINDOW PROVIDED I• DIEBOLD RECOMP�IENDSACOPY TO PRODTHR �, %. •$/g Ip�/q 8/g �" A�OV6 IF BUILDING HAS BRICK INSTALL WINDOW AFTER BRICK IS APPLIED - BOLT PROTECTION FOR THE CUSTOMER AT TIME.OF ---- --- ---------+-- - '\ -- I . BY DIEBOLD TRANSACTION. � 4 0 I A. PIPE OK M i N. - _ __ _ ______ . f 1= T WINDOW BEFORE APPLICATION OF EIFS. -TUOE IF BUILDING HAS EIS lNS ALL ( 2) 2 GONOU i 1'S .I N WALL - ^__ N N * MAXIMUPA WALL FINISH (BY OTHERS) / -__- ___ __-_____ _- =-_i : .-_ z 2. AN UNOBSTRUCTED PATH FOR THE INSTALLATION OF . (0Y !;. G,) 10 RUN VAT , , _1 ! , FOR REMOVAL OF SCREWS SECURING I PNEUMATIC TUBES, BLOWERS, AND AIRLINES MUST' BE 'AND VIDEO GA0LE5 I rn I -,- -I -WAY GG1 V -_, .A6 (ZEC1U I KEO EXTERIOR GLASS RETAINER PROVIDED. ANY OBSTRUCTIONWIITHW THIS PATH l , ` W ,� - HOU61 NG x ;: ; 61 LL - 3'-6"- ---- -- --- q'-6'-------- nE > o _ _ +�-.CAULKBE REMOVED $Y THE GENERAL CONTRACTOR. t I:-•�GON1 l NUOUS GOUN1 EK (0Y OfHi;K6)� w �- �, 'n" o I LINTEL A5 - ----- - -4 - KEQU I KEP , AROUND TOP , �, /' 3. CONTROL BOX CAN BE LOCATED ON EITHER SIDE OF I FKAMO s 6I LL 1 TELLERS UNDER COLINTER, (PREFERRED LOCATION), IN ! % P \ ,;. -f- - 2/2 ,:, GANO Y Zr I w ( 0Y G. G.) (0Y 01'HEK5) BUILDING'S ELECTRICAL/MECHANICAL ROOM, OR ABOVE ,- .- - -I%,* , CEILING AT TELLERS AREA,: VirRIFY EXACT LOCATION � � , GUAKd PO5•f61 IN _/_ WITH OWNER / ARCHITECT, , GLG. FO.KG�UTUKE. U6E s; G ) ' �'. ."���- ��, "I,,1 ,������������������,"�I "h�_ j,',_.'':�;1"�,; I. ,-" 1 a _ 1/a ° i✓Ot; LEVEL I NG - 31/2" PIPE t h" 0. 0.) 2' -6" H I GH t /4 (OK a -' - 1/4" FOK------- ----- '!%, PILLED W I fH GONGKEI E (ALL 0Y G.G.) 1 LEV L i NG cy 4. WALL OPENINGS, ISLANDS, GUARD POSTS, CANOPY & - 10'-10t/2" W x 0. ---------------- I '? .� l�. �,� ,!: " -*. ,,�,,,,,,,,,,,,,,,,,;1�� ,"_- ..�,%:� , ,,tI 1-i, . I'.'.�":,1. :'��- ,"',�:�X. �" -,-%�:::::::::::::::::I',,_��:.!-�,,.- .1�';SI -,�i"," 1-- L�- . - .1 1 , - LEVELING SUPPORTS, SERVICE ACCESS; AND CHASE ARE TO BE `; ` �I �- PLAN . ,' . ... _ _- I ; ,..tit PROVIDED BY THE GENERAL CONTRACTOR. 1 CONDUIT STUB OUT: �--- 1 £_14'."'w j V 3'-- -( HOL,PY* �►c ; �, GUARD P06T5 AT EN-fKANGV, - 1I I - . I.PI; IiIRj If V-I . I I. ED�I -I . I �1. .� XI �P I'1111I ,�11.MI�II,I,�E.II'I. ' , ""L . )HI ;. "-r9-I I .1HI.1I7..I �.� ....L.\ ..I. I urI. .. -r_ -.I ;' -I . -I -f.I-@.f-%6. .I-�.--/,L-. ' /2' ( HUED),,, K * ;� 3 5. THE BLOWER PACKAGE LOCATIONS MUST BE VERIFIED AT WALL oPE�J { NG 15 TO 0E --- 51 RE EX1 E NOEO TO TOP OP Y \ ?-.. """ "v -' `- SITE TO ALLOW FULL ACCESS AND INSTALLATION ! \ UNIT POK MAX. PKOT EGT I ON `rY2" D I A. GLEAK PLAST (G Of;NT i i% I GAM ON PANEL`' ;. ,� FIN 15HED TO ACCEPT REFER T"O ` NUr�OER ANO GOLOK COPED . . IT1.. I�. O�D� r_jE". �. . %d I -.I -iII. �l l tI- -..1 I1M.l� I I. _'.E,-Ij. a . l.--- II_:.- \ tr1..,� 11I/I1�. I.-1(IQ� �,,'I�- /"-_P12-"11. I ,_, --- -C%-;(;..iI�_ l-9 . // /\\, \ THE BLOWIER PACKAGES ARE SHOWN OVER CONCRETE - - VEi; 1 PY W I tN OWNER. - � tUOE (6' -0° MAX. LENGTH) WALL F i N 15H ' _ 3_, 00L f - I N STYLE W i NOOW! -f-- ARCH. -- - / TO MATCH rEELEK uN l 1' I AFTEK 3 ISLANDS TO ALLOW SERVICE TO BLOWERS AND NOT t o M / i / (0Y G.G.) g DRAWINGS -,g "' 1/2" GONOU I T POiz AU010 1 �1_1'1�k.-;, J N6fALLA1 J ON----__._-� INTERFERE WITH NORMAL DRIVE UP OPERATION. ACCESS, '«, _.� ..:,.;.,. o o , TU CANOPY MUST BE PROVIDED BY THE G.C. o -_ 2'-51/4, rn n ,a _ _ 1,_p3 u / �ANO GON1 KOL GA01�E ;, f% OF W I N001"l � n E A ®IE R J A M t� BULL L� G.C. TO DETERMINE THE ACTUAL CONSTRUCTION QF jJjj lwllJ® T + MAX/Ai%0K TEIE ACCESS OPENING AND COVERS, -- -,- -- I 1/2" GONOU I t--; __.-fi I )) _ __^_ G'EfT6 F0K GGfV • _ :: e :1 nM DDW `� "j� HL8 LAMPSW O 8 [E0HuY Ll MELI. 6% SCALE 1 I/2 ° � � - O" THE BLOWIER PACKAGES ARE PROVIDED AND INSTALLED _ ! �`.`� :- -; _ � ='i___ G - . v lLlelllll ® - -- -- I - wAY ccTv , N 0 T E: , ' :.<.:: B'( DIEBOLD. G.C. TO PROVIDE CLEAR AREA AND ADEQUATE i (3) I " M 1 N. GONOU I t5 (OY E. G.) �`, rrn n HOU6I NG ;DIEBOLD TO SET LUEL.:AND ....., •.,.,,-,.,, a,: t ;.._ :.�,. ,N,,,•u STRUCTURE TO ATTACH BLOWER SUPPORT SYSTEM. • ( `•<,. ,,;a �nw; fi- '1 ""41 ,t s:,,.r} ••,..:r 5t000ED OUf UNOEK GOUNtEK -I -O' CURB i ;" SECURE UNIT TO CONCRETE f �, �• 111, �..TANDARp) •. I' VERIFY WITH DIEBOLD INSTALLERS. i 3 NOTCH FUSE WLOTH r,, r.-, =.., { I, A POK PU�fUKE U5E ----- OF GOUNtEKi;1tE F01: � I _ W -� G. C. TO CAULK- AROUND BASE. . . 4 _ •.< *THESE DIMENSIONS TO BE HELD TO INSTALL WINDOW AT PROPER ANGLE � / � I wAELS ovEK t'-o%' . � - -- Ki 3 - - -fi -13 ,.� ,:,.. 4 %,- y �'. .ws ` ` LL OPENINGS ABOVE WINDOW FOR TUBES• G.0 TO � _ --- - , ..� ', �, •' .., °r<.. u.• a .,_.,.,.,,,+ >: .... '_-,.._,.;r .."' ;,4>a-x.., u. :.fig ---= WRAP) TUBES AND AIRLINES INDIVIDUALLY WITH CLOSED >, ., ,•.,i,01 t,, „eat .•,..,, ,,,,._„.yin,. v.....a.+ •� • ,s• �, �', ' IT V a :pxy,., x+x ..-. ., . ,., .. VINYL GASKET AND FILL .OPEING WITH MASONRY, _ - . E, G. TO LOCATE ANO PKOV I Dr; �}" 01 A. P.V.G. PIPE G2 MIN ' . , ._ --' (V w - I GONDU 11'r- 71.��", -I � � '-- I I�* (2) 2' GONDUITS FOK VAT GONiKOL AND ViOEO GA©LE5• NOTE ' (0Y.G.) POEZ CONGEAL f N WALL A5 GL05E f 0 W I NOOW A5 P055 10L!%. DIEBOLD RECOMMENDS A CANOPY TO PROVIDE INTERIOR ELEVATION r N `�' 25/a'- �, I=UTUKE USE ALrEKNA1E GAOLS GNASE 10 0E OEIEKMINED ANO WEATHER PROTECTION FOR THE CUSTOMER AT SECTION - LOGA1 EO 0Y OWNERS E.G. TIME OF TRANSACTION. 0HRw0 DTb SCALE 3�g" = 1'-01i - - _ - .i `0 _-�' IQ3/q°t •j , .7 ..I ::. -I_.I� _I(i, . ::�: I. T (...;: ��. =� �, . ,:.::: I _ I L I kII1 - 1--1I----7-:.-9--I @E.Z-=�_1.:I I. .. -- I,- -- -. _-- -i..,r. I ."- . . .I. 1 %/ - OU1 LI NE OP (2) OLOWEK PAGKAGE A656M0L I E$. ) II• 1 __ N _ /; p �. Vi;KI FY EXACT LOGAT I ON 0Y G.G. AGIUAL fi UN151 KU1 SUPPOKI 5Y51 EM 0Y 01 E00L0. PAGK OPENING EQUIPMENT 1' ....--== �� = 1, �� , MOUN1 I NG 0Y G.G. SEE DETA I L5 AND NOTE 5 .i'- OY THE G.G. �- '- !V=�-0.c,j1II .\r �N-�,_,. m _,I�-I( _ _ -___V_�._ __I __I2 _0-___\ \_@ O� _D -_ c-)I -I 1) f0i I _. �, G. G, 10 PKOVI OE GEEAK ARPA FOK Ol E(�OLO 121 -72 aTANDAKO SIDE //-------------- ---- ---------------2 ---'-__------------ -- -- - - _ _- ---------- ------ To IN6fALl. UNI5TKU1 SUPPOKT 5Y61EM. ELEVATION ,. ,;1 /' l ° GONDU I 1 5 FOK OUTL J NE OF 2 X 2 L VAT ' 21 " CUSTOMER UN I i ' 0U I LD { NG GON51 KUG1 J ON 10 PKOV 1 of _ 0. K . V 15 I oN W I NDON ��===--=-__ �f f FUTURE USE * \ ' UN�51 KU1 SUPPORT FOK MOUNT I NG - --____ I I I 122-50 GOUH(EKE1 1 E s A i 6�1 (� u 1 T 0 N IE R UNHF SCALE 1/2'► i� - ., !: %, I 0Y E . G. GE J L J NG AGGi%55 0Y GUAPO P0515 (3) REQU I REO ' t jfNE 6.G. 5�>i NOiE 5 fYP.(0Y G.G.) .._ _� I �_ - L _ b - --- 1079 16LAN0 --`} D I A. PIPE OR MIN. (l (3) VA1 " 21 " 1 ELLEf: E NE iAA1 G 1 U0E5 ice: %%'i, ...;i UNIT ANO AiM SEE 5Ii6BT 9 OF 9 (2) 2 GONDt1 I 1 S I N WALL -- I' -I, --(NOTE: NOTE: I OUTt I NiO 4/2 P U I , , (I • .. __ / v tlJOE(1 YP.) (0Y E.G.) 1 0 RUN VAT ON I T5 'DO NOT" MOUNT THE BLOWER PACKAGE c'v - .-..,-.-1. .�_.. I I . -_;I.t�- �_\ _-__._�-%��z-,;'-.I1r _.- --_ .... .I - �.- .-� ...I .4� -. ,I�- ,.._- ._- ..%. -. .I�- .r�- _.1.. ...I [. .�_..- . __.I . . ...�_IlI1--"LI � -_I�. . -fj. AG1 UAL KUN 1 0 0E DE1 EKM I NED • �' - �..- ANO V 1 OEO G '0LE5 �, j' _. ) ,� :3 - GONDU I 1 � � o I I I 17 AUD I 0 5w 1 TGHEK 0oX1 " - � WITH THE EXHAUST TUBES POINTING `__ :'. -_ "�, O Q- - o �, 10% W. X 16/q H. X �/2 OP. - DOWNWARD -�' .-_-.' :._:_, ". , I_6I., '. - `'i - Z. • o GE ItI NG QA BLOWER PACKAGE WEIGHT IS 18 LBS. 1 / - -- - - / @ 6U-3-G UNOEKGOUNI EK - -- -SJ - O - - f ANO 4 `� \11:i I �, 11 - - l PEDESTALS , " '39�6° //! --- =- UN t ) O .i r f - - - POW6K GOKD (6 - O' LONG) PLAN r " -sauna a _ _ _ - - \ munuu mnnuu uuuum GASH D 16PriN6EK NOt 0Y: --" - �`. --"_ �' f` - -\ 2v o ,,, -.. _ _ DIE00LD - VERIFY' 6(Z6, i -- --�_�---. _ - O O - - --- i GONDUI t .%� it i^ '� G ;i� OEIAIES KEQUIKEMEHfS . - _ l _ _ _ - - - - _ o -- ---- ' ;�/ i GONIKOL GAOLS r. . _ - - - t-� ' _ a I 1 I t % N rti --rv., 71/2. ,r /G , . WITH MANUFAGIUKEK I 0Y DIE00LD _PLUG 1N 1KAN5FOKMPR "A - _ - �' 1__I-- - --- ' C� }-- �j (I) PER DUPLEX OUTLET 3_. =r==- 'r "-- -� O -. - _ do ) ■I-_ 2'-3'-}�� `.',/�� (� GOUNfEKTOP 0Y 1NE 6.G. --- C9 _ o - _�� �- ,�-(,,UNIT ANO I - -- ^ , i _ it �_- PiELO MEA6UKE AND GUT. 2�N - . - - - `9-_-_ - - - - - ° .� EXHAUST UOES } } �. - _/N , r� -" VERIFY NE I GHi OF GASH T -f 4 I �. _ - ; _�, _-- -- -- -� ' --�,GONDU i T o b o �o - I = - 0 { 5PEN5EK �•� sJ. I y' -. �. O a •� oU ti oo - I-91/ �'] T� I n PLAN VIEW (FEAP VAEVti) r ' ,FY 1- - w O 5U-K50-33A KNEE SPACE • ? _I I o o QV o li (\1,_p■ ' / % _ -- - O ,2tt ,�zt I - •,T L__ PAGK t___9'-- 4' r-- l'3VIG ,� . ►` € f Fj . / I • . - ' �, mime Huai; m�I,I �, I =i-- i <w -11 I i, N *--- "' �; °Ln 1 1 °II o J VAt GON1 KOL 00XE5 - - - - _ l tx4''°�u'r - -.• _ - - -- - - --- - /- - -- - - - - - - - - - ' - ' �1 O 1 s 9 ' " -= ^� _ . _ �'_ : .z is f r- I _ _ _ __ _ _ -_ _ - _ - -- w X 7 H . X 2 0 P . �t � �} 4 _ ~o I` �} -� rr -t , VERIFY l-OGAT I ON o C° --- - E v \:r� , - fI,INE OF 2 X 2 - _ - t - .ca' __ 0 U a, JI Gig i� . )11 iGI i ,, 1 _ [ - " cv - - :I sz �„ ACCESS 0Y GOUN1 E KE1 iE 1-- _23 q ,.; -- GILING , �" q }- 2 I w� :�- 1E_ly..^� ��'TNE; G.G. SEE N01E +5 3 way `.. ...; I I �XT, O J ����NG6 LGONiKOL GA0LE5 ' OUTLINE 0P (�t) OLOWlEK PAGKAGE A55EM0LIE5. 4 P.V.G.. PIPE �� tOP 0Y 01E�OLD :�� \ --- . , P� � FRONT VIEW SIDE VIEW SIDE 1. 3 VEK I FY EXA(:T LOGA1 I ON 0Y G, G. AG1 UAL 0Y G.G. SEE NN ON r -- 2'-0■.T J'-611Ii6--I'-9y*---2'-g5�8U.-- i'-61r6 ��o� �� FRONT - � , -t'-0' L -� MUUNi I NG 0Y G.G. SEE 0E1 A I L6 AN0 NOTE +5 5HEE1 9 OF 9 , ,2\ f�, O�f�K PEON �NG�w,- / ! CURB - " . _ -- ----- i:EGOMMEN0E0 MIN.-- -2 -3 - -- 8 -6 -- . . ---2 -8 --- - - 8 -6 - - - - 2 -8 - - --- 8 -6 --- '-- --2 -8 - 8 =6 __ 3 -6 - ` t OiAQ, 6 • G p // a� MTV DETAILS OHOL oPVk BLOWER UNiT- C ING1�301 r' ' I COUNTERTOP DEPTH _ QNPPO�� T = _.., .'r..,z TI[��LG3L�[�1'a0 SCALE 1 0 SCALE %" ('-0" SCALE 3/�tt �, 0't „>, , ;r j gr �.. , t l I '' /% ,/ APTEf� HOUK DBP06 I fa f �,I � -- -__ . _- . - - -- ---- -- -- 1. y SEE 6NE6t 6 OP 8 TU AGGU1 RACK SEE -.- - - -- . _.. -- - - �.3 . ; , ,. i r,.a,,,., , .- • _.�.,.t... ,. ,. �::.,... ' 5 H E E •f 5 1 4 2 U. F b - - - - - - - -- - --- - - - - -- ' -- - -- Low V O L T A G E ,. a �� ti I --- ' - -- -- - - - -- --- -- - -- ::1., (. -- -- - -- - - - -- -- --, L GAOLS i GONTKO �\ POWER REClUIREMENTS ..:�: �� -- -- -- -- -- -- �i / /._�� TO T6LE. ROOM FOK MU51 G*-- -- ---- -- -- t- . 1- (� - - 3 ON HOLP GONNOG�f ION , .r; ` - - - POw�K --� ,/� QFOR COUNTERETTE & COUNTERETTE HEAT �` �.,,.,,,4 ; I (1 OLUWEK OLOWEK I: --• W KD/PE G I _ I °"TNKU GNASE, 4" PIPE, PAGKAGE PAGKAGt; I, II PO EK GO U --------------------------------------------- -------'------ -- ----- ----- -- ---- ---- ---------� E.C.20 AMPOB ANCH)CRCUITS.OUTLET ON (2) 115 VAC,60 FIZ, _; O, Of; (2) 2 GONDU I T 6 - _'_� --- 1 r/� (0Y G.G.) _�11-1 I _ I ; . P %H1u _ /-„ ! --- GON(KOL I ��1--�� _6�-0° LONG TYP.��-�31 I, N01"�� L S C A L E/4 - 1 0 ©FOR AUDIO SWITCFIER BOX ; E.C. TO PROVIDE (1) DUPLEX OUTLET 00X M 1 KE AND , I 1 - . PLENUM CEILINGS ON ( 1)115 VAC, 60HZ, 10, 20 AMP BRANCH CIRCUITS. I -- - -- 5W I iI IEP �-i THE SPACE 6ETWEEN THE CEILING AND ,ROOF IN A BUILDING, IF THE AREA IS USED FOR AIR RETURN IN THE VENTILATION SYSTEM, I , _ a u- 0U I LD I NG5 I , ,J . , 6 O----c: -- u f' 1,1, K t; L E G t K I G AL I' FIRE AND BUILDING CODES MAY REQUIRE SPECIAL 'HIRE OR CONDUIT TO BE USED IF WIRE IS RUN THROUGH THIS AREA, ©FOR CONTROL BOX TRANSFORMER (VERIFY LOCATION) I LONG 1 UN I i SUPPLY _ �5 . E.C. TO PROVIDE (3) DUPLEX OUTLETS SEPARATED __r_ GUStOMEK ) a AN UNOBSTRUrTED PATH FOR THE INSTALLATION OF FOR TRANSFORMER CLEARANCE EA. ON 115 VAC, 60 HZ, . , 1 UN I -f = - -_ - BE INSTALLED BELOW PNEUMATIC TUBES MUST BE PROVIDED. ANY IDS, 20 AMP BRANCH CIRCUIT, 1-t o----- - ; `�/ `- , 1 THE BLO'NER PACKAGES CANNOT BE INSTALLED INTO THE PLENUM CEILING, THEREFORE THE PACKAGES SHOULD . ND.THE AIR HOSE FOR THE OBSTRUCTION WITHIN THIS PATH MUST BE REMOVED (3) CIRCUITS RECOMMENDED TO PREVENT SHUTDOWN I I [.I� �' THE CEILING LINE NO MORE THAN TWENTY-FIVE (25) FEET FROM THE INLET NOZZLE ON 90 DEGREE TUBE BE BY THE GENERAL CONTRAC OR. OF ALL IJNITS. _-- -- VAT 21 OLOWElZ6 r �� BLOWER PACKAGES. MUST BE LOCALLY APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. THE STANDARD HOSE FOR THE __ OSE. THIS HIGHER RATED I 0 W I E -___ __�-- - LO( 6)ED J N CANOPY ;� BLOWER PACKAGE WILL MEET MOST LOCAL CODES BUT SOME AREAS WILL REQUIRE A HIGHER FIRE RATED H (6) KEOU I K6D FOR BLOWER UNIT (2 PER VAT SYSTEM) I__AU _ 10 5 _ _TGN_ R_ 00X_ �� t, HOSE IS AVAILABLE FROM DIEBOLD. E.C. TO PROVIDE ( 1) DUPLEX OUTLET AT EACH QD (WITHIN - - - -- - --- - - - - - -- _ _ . fUOE GONNEGI ION 2'.5" MIN. CLEARANCE KEQU I KED f0 6'-O' OF BLOWER UNIT) ON (I) 115 VAC, 60 HZ, IS3, (3 W ), c~ �. R 8( C STONER UNIT 1 U0E SUPPORT 5Y6TEM 1 0- GLAMP NOTE 20 AMP DEDICATED BRANCH CIRCUIT. TYPICAL ,� C H E M A T I C FOR T E L E U C�' ,�• CONGEAL PNEUMATIG TUOE OENo ANO AIR VALVE MU51 5UI1 OUILDING GONDiTIONS GONNEGIION GJ-AMPS WITHIN CANOPY VEf�IFY ACTUAL OUILOING FOf� IEEU51KA1ION UNEY - __ 0E AGG�551.0LE - ANO CANOPY Orr51 GN PROM NOTES PAGK OPENING r �t" PIA. PIPE OR M J N. (2) - { c 6LOWEK OLOWEK AKGH I `fEG1 5 PK I N`f6 I. ALL WORK AND MATERIALS SHALL CONFORM TO THE NATIONAL, ALL STATE, AND ( Y E.G.) « -a__ FOK SEP.VIG� / 0Y OtHE(C5 PAGKAGt% AIKLINO pAGKAGE AIKLINt: 2 GONOUIT5 IN WALL 0 ..- LOCAL ELECTRICAL CODES WHICH MAY BE APPLICABLE. ELECTRICAL CON'(RACfOR ,,, 10 KUN VA t GA0L1;5 AND VIDEO SEE N01 t.. * 6 1 s TO BE RESPONSIBLE FOR ANY CHANGES NECESSARY TO COMPLY WITH THESE CODES. / �;. i. Kj OUT A5 MUCH--��---� - _- - - -- --- -� - _- - \ JUNCTION BOXES, AND OVERLOAD PROTECTION O 1 ��. - - -- 1 51 KA I GHt A5 I--- -- % =ram I ---'-"____1 2. ALL CONDUIT, POWER WIRES, I i I �, - - J -- - .I - NOTE r DEVICES, ARE TO BE PROVIDED AND INSTALLED B'( THE ELECTRICAL CONTRACTOR. -_ _-___ _ -_ _ - __- _ P0661 50 L E OFF _ _-- - ---- - - -- - - - - -- ' - --- -- -- - - 0I E00L� I NSTALLEK9 TO 9ET 1 U0E6 - -- - - -- - - - --- - - -- - 0EN0 1O RAISE - `. ! \,, __(_ I N9UK I NG THAT GLAMPS, KAO I I ANO A I iz 3. EACH CUSTOMER UNIT SHALL BE ON AN INDi'lIDUAL CIRCUIT. FAILURE OF f ,i s: GLAMP A00VE m - \.� 1 U0E r- � � ��� yS, �' " ` __ L I NE5 ARE CONGEALED W i TN I N CANOPY. ONE UNIT SHALL NOT EFFECT OTHER UNITS. -- G6 1 L I NG / �� 4e \ % , 1- -- uNDEKS I DE OP CANOPY R Gf•JLING ��;r , : -J - // A I KL I NEJ - --/-----_ - -- - - - - ---- -- - - --- - - - 4. ALL POWER WIRE SIZES AND CONDUIT SIZES TO BE DETERMINED BY THE ELECTRICAL . /---- - - - -I'-8. R. CONTRACTOR. VAT 21 -- : 1 �LLEK UN 116 VAT 2l . r. i (TYP) 5. NO POWER SHALL BE APPLIED TO THE VAT EQIJIPMENT EXCEPT UNDER DIEBOLD GU51 OMEK UN I T5 UNOEK61 DE OP � �_ 0/2" 01 A. SUPERVISION. , (3) Ki%QU I PEO 91-6" CEILING i �; PNEUMATIG TU0E5 I I .(3) REQUIRED ; I `-I'-6"MIN WITH I ' - 8" I G. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE GROUNDING OF ALL I 1 i/. KAD I U5 0�ND5. OUflelNi; OF P066{ 0LE Ot.PW�K PAGKAGE EOGAt I ON. ELECTRICAL EQUIPMENT. G.G. TO VEf:IPY OE6T LOGAIION OF OLOWEP PAGKA6E6 i0741 ISLANP }---3'-6'---- --2'-3'-----I'-10"- I i i AMP S�KVI GE. ACCESS OY G.G. I ATM 5E SNEEt. 7; CHASE' t BY E.C.) IN WALL TO CONCEAL AUDIO AND CONTROL CABLES FROM AREA 1 1 r%OK I NSTAI.EAt f ON 9 OP 9 OF AUDIO SNITCHER BOX TO UNDERSIDE OF CEILING. C I " I t i ' }g�--P I N I SHED ,\\ t- �� FEOOK r�. s T _i . . ' kit - - -1 I f�� �M��Ifg SNOW ONk'Y aT0 © Ir' I " +r � =, ' �_ ' f ,',4 kl Ii0\ K R�RU1 ov,Qmf,NRf�ov,K _� - , ' F LN 1 5H FLOOR- /. 4" P. V; G, 0`( THE G: G. POND `21 WEK �M�i _� r� _ p� VAT RIFY P4 00 6 N1TH ' -- ----- - =' _ _- ---- ---- - --- - ____ -- ---- _---.- = ,,I _ -- I- ----_ _ I ' 4 :Y M ``� 5EE SHEEP 9 OP 9 -� F �0 V�- P�pq GHEK i G0 E.G.. p,f,00L0 AU010 - HfKOL 04XE6 OUILDINGS " l''': u` °' - - n, _ - - - ---_ (OR N�N�GHi��G�. SWXf ELEG1 K I GA!< A -- -- - u: - - u. --r ----z- .. , WN ,:yor:� p % - - 0 _ v u j - :)� ¢. / i' • 11 ■ to t"' CA*,P A - (3) I MIN. GONDU 11'S --� . - - '9 - /• i- - I 1\'\\\^ -_ 1 i I . /,' -- 1 GONOUI f5 0Y E, G. (0Y E.G.) 5t000E0 OU-f _ ' ;' �, _ FO1Z FUTURE USE p 6 G p UNDER GOUNtEK / �'`' s . ,! �dOOl / C1�tEMQ'QI SCALE I/4° - (, bit L� L L� u 1� U � L R [EQVll t� u�lu U� U FOK FUTUK>; DSE. 3,'�. �1 > 4 X'A.,'it - - - y . NCOR ORATED Dk. BY C 0. / / AMSOUTH BANK CONTRACT NO. s. , ;� ; s a 1. '; DIEBOLD i P (o) COPYRIGHT 1993. Diebold, Ino. All Rights Reserved. M. r a l KEV 15E0 PEP MARKED -UP, OKAW I NG6 M. G. 0. 3/ I l /02 An Unpublished Work ". ,, ,, " r l . �. . 37, `SKYLINE DRIVE SUITE � 4100 PROTOTYPE 3820 w I. ?. . _ SA(.E5 REP. EEr 4/ / 2 R D 2 KEV16E0 PAR MARKED L1P DRAWiN615 M.G.O. 3 0 DRA`NIt1GN0• j' 3�. • R AKE NARY; FLORIDA 3.2,746 `' ,rat ,_ ,JSED C THIS DRAWING IS THE PROPERTY OF OIEBOLD INC. KI09O2VTI:IR3 °- �, e I /6/U3 AS NOTED * ,... , I 3\ KEV15E0 PER MAKK80 UP DRAW(N&6 � GHAN(GEP:SHE •f NUMO R M.G,O . ,, VAT '2I DRIVE -UP SYSTEM DETAINS ., (�107� 54�: 2.Q(?0 t)o ru;r �ca(.e taRarn,'ic _ , _._...._ - -- - :. .. YL.' :Y .uc.w+swcMawrra+�u,rnYn!/I..�. ..,..4•.aM.M a..w.aagi.+...•!Wi�.awr�'i+-.!W'4 �u.....i'nsrnY+./.+W+•,+.•,+rrYh++. - . ":+uaaua■,+'a'.+.,.�1 {, .-E w......w wry a...r,w+nw..w...r•ra,..4.rwr,+w.wK+:f+R+: t+7!v�:.+ .+4"'"....w.:ay .u-n a : : . . . - - , '_:,-.'. t) Y r - - ..:. ,, -. - r i`i. ;' -. - , :. -. .. - Y ----------------- 'A - A 00------------------- 0K -r J 275-95 c\11 - - ----- s. C\j zl_ L r f ------- -------- --------------- ------- -------- u I 11iJ COUPON Or la A 6 GHI✓6f A15 110 In A6 P066 I b N D WORK rti F, ROOM `1 05 5 3/ 3/-511 .... ..... . I NO I GAT 66 M I L,LWOKK TO 06 0651&N6V) D(M-f) AND IUD ,a IW5fAW,9-P OY OfHEKi5 (fYi?.) 'Z- !ZD) Z_ 20 531 t7 A0JU6fAbL,� T2 Zo532-Ks-----:�- -- _� — —_ T3 20530 - I'- 10% u 0±_ _.- -I--- 1,- 6 VIE I'- 6"A6' VERIFY Al VERIFY A VERIFY VERIFY 1`1 1 11\ 11 WIT VIOU M61f Y0. 26J 311±% A /3\ L2\CHEST TD U H E PLAN INTERIOR LAYOUT INTERIOR LAYaUT BS. CHEST WEIGHT 4,450 LBS. z, �CHEST WEIGHT 49450 L SCALE '/211 /—Oil SCALE. 112 0 %,, TYPICAL OVERHANG CV SECTION "All M0E9 PfK MAKW-UP 0KAWM15 M G., 0. 3/11/02 A000.61160f MA i$ O�MfAle MfAWAfION NM M.G.O. 3/29/02 KOV1560 M MAK�-Ul?Eo WNW 64f NUMbf-K M. G. 0, 1/6/03 WIfHOUf 0A5E 'n '1'3 /A� VERIFY VERIFY &E6N6M, Nff66: I ALL M I LtWOKr. 6HOWN ON -VH 16 DRAWING f 0 66 066 1 &N61? ANP bUIV BY OfH6I<6 U%L666 NOf60 OfH6KWI66. ri 2. ALLOW 1/4 PEP 6f Af ION rOK 56f f 1N(, ANQ AL,'I &Nlvl6Nf Or 600 I PM6Nf 3. G.G. TO 66f GOUNf6KfOP5 WITH f6M20KAKY 6UPPOKf6 01151000 WILA, IN5fAt,L IJN06KGOUNfr-K 916600 TVIGALAY 56f6 UNPEKGOUNf6K EQUIPMENT WITH rKOM Or GOUN-r�KfOP TO rAG6 Or UNO6KGOUV6K 6OIJIPM6Nfl. AKGHIf6l5f TO INFORM QIi5,60L0 IN6fALA,5K6 If:z A OIPF6K6Nf K6V6AL- 16 KIMIK60. 5. GOLOK Or fH6 UN06KGOUN-r6K 6OIJIPM6Nf 16 TO 66 f2L,Af I NUM. Ll L q Ft 1 0 11 Fc. =j I L Cj [gal f � H 0- 010 OU 0 un DO 0 �r 11 10%11 + 10%w+ u 61YI6 1 — 10%4 7 V — 6'ViIs" V —611/16a —_—I + VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY 51-0st TYP. t\ /2\ ELEVATION DIEBOLD INCORPORATED (c) copyRIGHT 1993, Diebold, [no.. All Righti Rose-rved, 1JR. B I M. C. 0. 02/13/02 An Unpublished Work 37 SKYLINE DRIVE SUITE 410.0 5A14.s REP. REED LAKE MARY, FLORIDA 32746 E tjsclj 0 THIS DRAWING IS THE PROPFRTY OF DIEBOLD INC. Y4= 1'_og .4(407) 549-2000 DO 1101 SCALE DRAWING t 4I I . . .. . . . . . . . . . . . `` . x� -. ` ' �- ' J .. �, : .,., -. .� AIR INTAKE 1 �. y .. t �h. � . . . . . . // , li, 1, ', .1 : I ; " I . I . �, . , _2 -1 �"`.'"��,,,',;'I I , .�.. . -I .. I.. ...�1 I. . .I.I�I - I I.. .I � �.... . � �I . � . .. � .I -..I� . ...II. I. . �.I. I II.. —.I.I . I .II�� � II I .I - A. II _I ... �. II_II... ��_-L ..ZI .I �I . .1I.I .I . .I. 1. . . 4.�-_.1II`.. .�.,. .1 _�� (1I Fi ,...,I�.I . ��1. _- ....I kI . �: ,,. .,.*. ... rI .II. �- ...X -I. . .'l"I.Itt. II�.II,I. . ,: .., . "—�_: ..(�. 1 �\. I - . .jI.__� ..I��. ) ,-.. I .e'A�. :IfI 4 1 �. , -I'...0-1; 'I4 I1III i, .- .n. .t --i?�. -. .1* .i1� ., ,. II'�.II ' I . I.. ,, �...iz . . ..N 7I I.I I.I-------- -----.-- --. I .-� —..1...- . ..�.-C . ,. . .\1. *--�. ,1'.- , ..-. I .- -.:: ..I -.!. -..�. -.t.!..... I --.L. 1 *-!--. . !I --- . !I.:; ... . - II. .!. :!j= I' = - .I, _.!_*.!.: - _..I!. _ .- _- . -vL -II. . I_-. .t I..i._i -- . !r.�iI� ._ .I- . I _!...!: __I:;;� ,- .----. !. !:,-.,!...1.-0.''. ,-._..I 1 1I1 t..., , 1111111.1.. 1.. �I: .0I .1. 1 .1�.;:, ---.I * 5 2 /q 1:--� .j���1;— �u.I. ...i-_:::iII. I _I.u.,ii.i:__. :i. -...g��� I_ . 1 -.,_-_-I-������ _ -iI,-*l-I -l� I .. .—. 1i� 1�'1— --*1.�i ,1i;;;::I._- .1. 1_ �9. L1.-:::11. : 1_."_I1- .-1. 1 1. :I . _.I1- 1;.I 4 1: .I I_m..; 11, ..�I:�..—_ ;— :- . . .—v.—� -- I -. ; --. ' . i-'- I -'I . I I . I . . .� .I"� I- ... .I .. .. .I. j, . . IiIf. II ..I I ,.. 71.t1�,.-.. � �I,J�i"�I _. - I T.1.I. --- (4f,1k�!�.A1,14_-,1t1I4I, I11 . . �;. . 4 .. ,. �'I )j!I .,. ,.!! -.4.I . � .I_1..-. r\,�.,, -, II,"�1- _ I .. 7� . _V.I Ii.i. � I \NIfI-,- .." _./ . 1 , � 0I —. 0,LI..�.,0 . / . iI .,v .I �. II1I rr.,jI _. �.I)7 .I .. I. . .�. I1I_. - . z. C.t .�11`If�, �I�I 'I )1Ii ���. o�.t 0Z.�.I.' ,. I iI.i ,. ./q. 1. II. /l. l,2 I:.F- !' . \_ 11. . �111\z I... 1 \1N..I. \.I .. ..1. .\1_. N _11_. 1. . T.- .I_�-. � i _.--. I .4I.I1 71II0 � . - . '. � � _I .IL .. _. I :Iq.�f`e..41I) 11 'i . . -. .. .I_t.-�_I 4_l0 ,_IIi:�_ l-_i " II'_.�. 1*\, 'p..� C.. �. I� .1. I /. -.j . V-.,,.�ILoI1I ',)-�, !" . i,,.., "'1�,"2",_-,,-..1.,...T".\i_ \1_ '\n." .. ',\1-�*-,�',I/ , —8-I.I I 1/.-2. 'i���.- -.:- ). - . -.t.-i�6I, -I 1-.� _--- , -II \1 . /.� / ...2I./.-. I' + 6—. . .- .I.-. .- T1+f If".�I 'III - .,I 1- 4 ---,I. .. I I4_"_� I. . `._. If . ,,. iI "�.'"-"_.' ��15.,11i.l"-- * I.1-,�,,"?_� . . ,/ � �, . . I -. _'1 )." , , 1�1�","_,,_1-,_7 �,I1�,��'�:,,�I1�,,,, ,-�I ,' L�',':*1, :,�i�;�.I,,'�,� .,,;1:,.,%._Wd",-,.,i. ' ;,`�,�",, ,�,.���_"I;�,,"_, ��1 -,'�,,,,'_�,,,,� .,'�,.11:" ,.- ��,�".,�, _: �';' .,"'--.�_"�i��- ,,t",,', I-'.l.�,,1,�,�� ,�,_�.�_� i.�" 'vim - �' V GUARD POST PIPES TO BE 4' MIN, O,D, ' NEW CONSTRUCTION: !i`` -,i* ,:'"-" MI�,� 1":j FILLED WITH CONCRETE (ALL BY G. C.). , 1. OWNER TO FURNISH AND INSTALL :( 1) 3/4' RIGID '.CONDUIT FOR ELECTRICAL POWER `= - x ', ; 9" . 1'-21/2" I'-0" 1'-53/4' — 9' i B GUARD POST PIPES TO BE 4' MIN. DIA. X 4'-0' HIGH <=. B ISLAND B FILLED WITH CONCRETE (ALL BY G.C.). - FRONT SIDE POSTS 2'-2' HIGH Y �,. �' ;, _ BACK SIDE POSTS 4'-lu HIGH } (SEE POWER REQUIREMENTS).; OPENING I ' / 2 1 ` <Y• '' 2. OWNER TO" FURNISH .AND. INSTALL 4' P.V.C, PIPE ( RECOMMENDED- METHOD FOR ` ` y y fi �_� �.� SEE PLAN VIEN �''� ROUTING COMMUNI ATTON CABLE EXPRESS BUS CA E" A A E D ,V C' • ,z s ,,Y 2 C BL L RM CABL , AN IDEO ABLE) ---I ; 1 ; , _ - p ;, l ,,,.� 3. (ALTERNATE METHOD ) OWNERS ELECTRIC CONTRACTOR' TO FURNISH AND INSTALL . r .. , ,,. ;II 7i I .."L'z�,I_",o\ --,- _, I/,:1 _''.t-� ,�1I % 1/ . L,I. . 1 ._.'� "' ,�I ,'I/i / ,�. ," 1JiI �l I* "", ."�"'.", I�I_/,""",,�^/�//_,",7�,/� - — - - - - ,------- ----- I" RIGID CONDUIT FOR ALARM .CABLE AND 1112' RIGID :CONDUIT 'FOR COMMUNICATION- GABI1�- " : . OUTLINE OF UNIT EXPRESS BUS CABLE AND VIDEO CABLE: f I o z ,' '' -- ----- -- '�' c -T 4. PLEASE CONTACT THE DIEBOLD INSTALLING BRANCH IF.CONSIDERING ATTACHMENT ,OF r , , 15LAND a a I > P MO TO / BAR _ y. ;) ` n A c> L r. A REMOTE DESKTO NI R KEY Q p TO THIS PRODUCT. � OPENING _ N o . - a I o . , 1, _ v 5. INSTALLER TO DRILL`` (2 )3/4" DIA, X .J3' DEEP 'HOLES IN ISLAND (TEMPLATE PROVIDED f -� '!' L F0 LOCATING HOl1 S, PART #4J-006035) AND SECURE . UNIT TO ISLAND WITH °3' I `' i° `n 'r _ w— — 2`-5' I (2)/q IQ UNC X; 8�2 LONG WEDGE ANCHORS SUPPLIED WITH'UNIL . _� P = '� iv . , CV r r BOLT , �;� "' " - -_,` I _ I J .�y 6. DIEBOLD TO FURNISH (OPTIONAL EXTRA) RS 232 CABLE (150'-0' STANDARD) . •I 1 ° v ------------ - ( '-O' I INSTALLED BY OWNER. /2 Q 250 MAX MUM AVAILABLE) ,,, •j . 0 3` - 4 8"- � 8f` I I OWNER TO FURNISH AND INSTALL ALL OTHER CABLES. 1 . _ v " ifl I 1 - ,4 - v �r / , I - - 4" DIA. P.V.C. PIPE EXISTING CONSTRUCTION: , �'t ' a RIGID CONDUIT ---- ---- N F o` .-��.. - . __� + _ -N SEE NOTES , :k, , 15 " � w 1 �,;j ". � � (BY TfIE E,C.) _ I r--- ___ 4' - - 41 ' --- I. EXISTING ELECTRICAL CONDUIT, PNEUMATIC TUBE AND/OR P.V.C: , A TRAFFIC FLOW • • • /s -� A A GUARD POST PIPES TO BE 4 MIN. DIA. X 2 -2 HIGH - '`' SEE NOTES 3/2 1 /2 PIPE MUST BE RE-ROUTED TO ALIGN WITH REQUIRED ISLAND ' FILLED WITH CONCRETE (ALL BY G.C.). i\____ -�\ —1\� OPENING. EXISTING .PNEUMATIC TUBE OR P.V.C. PIPE MAY BE '" ,� �.- 1, I�% l!I:��''�:"1_0`; ,�- , ,1III.._1.� � ��,�"1'.. -,�. _I�1a'�' '._''_-!"1S...,.1',e-,zi.I.-, �� �1 ,,i.,: _. �I I-; ,�:_�,",."I' 1�. 1�"i�:_I ,,-', �I"I.,,,.1- _,: 0i11_,-�� -�-_-� 4,_1 I 2'-p� i _L.\ , _1 , USED TO ROUTE COMMUNICATION CABLE, EXPRESS BUS CABLE, 9 3 _g /4 f , I I -0 --. I -9 2 __- --; r it ALARM CABLE; AND VIDEO CABLE. I• ., SECTION A .� I.I..*I>I I�. . . ,. .f% i..- 1,III�;1,. , i �J L, I- -I 1 .�.�E11,,1�'I,,-,". S...1,`I 11N-na"1�k, �..I I , . _�. � 1.� .� ._II 1.I . . .... " . . :�.I >I . '..'.. I. . 1. I ,3 .� .I.1 ,1I`.<.1I '�._I. �'. ..I I1 I ,.I� - ... 1.II . I�I . � � I ...I . .I . ." >,I,.�1,,-.'I'.� . 1 .. .6.,.I:..-1II1�I-:'1� I�I �1',I,1. �.I ...L.-1I.— . �1.II- �. � -� �. . : ,"�,. :� ..��. -I..1.:. 1. . ., II11,t�1I.� �.. . ,,I '. . ,.9.I1 1�r1I �.n ., 4.-" ,1..,4. �, . I � i..�It.. a%I, _.. .I ', 7.. I ,.' 1. �i. I. .0 �-. ..,, I�,,. ,... .�.. _�.� . .,-..-I . . �. .j. .II..II.I1.4I t.� , I)'� I .I. .. . . I * . 1.�. . Z;.. ._.I'�-�.,� ..,�-I2I. . \."��.. I..1.� �.�. _.1I ..' I,�I.� ' ..I .. � . . I �I .� . .I. - .1I 4.I,1 I I .I 1I.1,� . I � . % �.I� I. . I II . I I ,'I,...�� I - I .. J,��, ,I -. II.- 1I I ,., I ." ��.� _� I, �II ;. . I 1I . 1. �- I..I -. I:. iI I '�1,�. .�.�.-I-I1 .1' � ,,, .1t�,�_.,—� I,.11%.:'. �� .,,_. I..11-_.� _.1it I.� .,:,I1''�.- �. ��,,�.�j,_.i�"�,1:%:�_:� 17 .�I�.II �1�:",,-,;�.�I�".,-� -,. ._'.i-1.�1L.:1.1�Ib,I I I;,- ,� 11. _���. .n . ,�-" "1,�1� I --_,- 0,�'� 1 1, 1 ,, . .,I*,--�1"�I�1�_�,1-�-S;_'%,�-.,,�;-l:. ;1.,!I '. 10'��� ", : "''"- �,,.1-1..,_,-I ",I,-.-, ?_�I,,I :1 ;.', I -.,_��-, '11� .1 I-. �.,,1�".,�� "1_ie�,, � �,_!1-�,I�I:!_. ��,-I1."iI 1��,,","'I`�I', .,�_"1, ��."-f, ,�,. '`_'I, .`- .f,1, ,f,""1.I1�11I �"1�",',�v,.��i_- --,\L, �- . ." �.,1I. ' "_''�� I��1.'1," _I1I- -' ,",�;,���i�,� ,�1J.. ,. I , . ��i..*,,. 11 3'-9T/$' � BOLT , 2. EXISTING BUMPER GUARDS ON ISLAND MAY REQUIRE RELOCATION. 3'-6' ISLAND _$I/z'_ I o.A : f '. PLAN VIEW /2----- --- --= U �, f— �-I -30 /z ' Q; 2�'S, I -I" u- INSTALLER TO DRILL ( 2 ) %4' DIA. X 8' DEEP HOLES IN ISLAND (TEMPLATE PROVIDED A# , ` ':' 3'_9�/e I5/e 3 < FOR LOCATING HOLES, PART #49-006035) AND SECURE UNIT TO ISLAND WITH ' 1 8/4' 2'-31/4° _ GUARD POSTS �, ,.••_„„{ 6 3�_81 _ _ _ _ _ (2) /4 IOUNC X 81/2 LONG WEDGE ANCHORS SUPPLIED WI �H UNIT. `� BY THE G.C:3 F } /4 „�, , , /2 8 J, 6 IS AND fs {A D - - --------J !— --- - -- �_ ---- - .., µa _�, I ISLANDY PLAN —� r % -- p, I 1 i . . , i " v��: ; -� 3'-6" ISLAND C> 6 f' "! 1 FRONT a _ , € - , , { ,a I,-p. 1,-9I / _,/ 1 . N,!�4, I.......11�,,1,1�11r11, II i ,;� a , } I o . z Q % 2!_5� 3 - o Jg 4. I L• j,�' 1N 6. I�-1" . v L p ------ -- - },i 't v `fir T ( , I �n - i L �/7 ^i Qom` i' ! o `, / ;: v' J CQ a c9 a tD r, f —ate .�,..rw••r�� . // / 1 I"', ' ' . I. •t• t as :} T I I __— - c ----_ _ — • , I I.-�: I t I `° - - ---= a a o=-.�--==.. TRAFFIC FLOW —: r; _ — -- _��r--3 �'=—_— I BOLT INSTALLATION { t. - 1 FRONT VIEW SIDE VIEW ISLAND SECTION ISLAND PERSPECTIVE_ _�,, qm I. Ii �. 1074Jix DRIVE -UP ISLAND ATM DETAILS ISLAND PREPARATION DETAILS k , .-i _��_i "�1,.�,,; 1I �?,,.,I ,,, ,,",,� 11,_-, -_-� I,,, t ' is y ,, CABLE REQUIREMENTS TOP cHAss►S KEYI%ocK ', ?=a, 8'-11/4' x , ,• --- INTEGRAL VIDEO CAMERA , , COMMUNICATION CABLES DIEBOLD TO FURNISH (OPTIONAL EXTRA) RS 232 CABLE (150'-O' STANDARD) STATEMENT PRIN FER -04 WINDOW '_.,f I'_ 3'-81/ " 3'-0', �.:./ (250'-O' MAXIMUM AVAILABLE), INSTALLED BY OWNER. (OPTIONAL) � _' - ! CONSUMER TRANSACTION , �.,� ' I . . _(I\I�Ij kJf(�� 5 4 'ALL OTHER EXTERNAL CABLING •To BE FURNISHED AND INSTALLED BY OWNER' f. j 6 RECORD SLOT '• i -t ,, 11llill�ill�l�ililI 1111�11, , ii i i mmI iii� i ii. i . rI i i; nI � . - ii. - i- I i iiii, ,111111 11 11 I 511 111 ............ � ............1.... 11111��1111 I I ")� . ENVELOPE SUPPLY �,,, ":.: • _ • ' _ CARD INSERT •SLOT A gel • ` ' SUB -SYSTEM BUS CABLE: FOR REMOTE OPTIONS (FURNISHED AND INSTALLED BY OWNER ). ,` wt, . NOTE: f ` ,8 TO CONFORM TO GRADE 'A' REQUIREMENTS, �` x> ALARM GABLE MUST BE HOME RUN FROM _ zi • I 0 VIDEO SURVEILLANCE ( FURNISHED AND INSTALLED BY OWNER ). `-- , CONSUMER INTERACTION ' ?gr ° ,. z ATM BACK TO ALARM CONTROL CABINET PANEL } .� SYSTEM GABLE: , J " i•. . : o-, k I\J s ` ! ' " - r. • ; ALARM CABLE: TO CONFORM TO GRADE .'A' REQUIREMENTS, ALARM CABLE MUST BE 11 ' ' • 1 .. . HOME RUN FROM ATM, BACK TO ALARM CONTROL CABINET -, ( FURNISHED AND INSTALLED BY OWNER ). r CURRENCY DISPENSE ' • ' \ ALARM ..,� e ' 'AREA. TRAFFIC CONTROL ONLY WHEN TRAFFIC CONTROL LIGHTS ARE PRESENT '' ` x' • ' ° '_ ® LIGHT CABLING (CUSTOMER FURNISHED AND INSTALLED) tii ° ENVELOPE DEPOSITORY,:1 . • - : • • OPT N DIEBOLD XTERNAL OPTIONS ODULE R UIRED VEL, • '. , 10 AL E M EQ INSTALLER TO SET LE SECURE UNIT TO CONCRETE ISLAND "`1 AND CAULK AROUND BASE ; SECURITY VAULT.. a, q' DIA. P.V.C. PIPE: SEE NOTES #2 AND #3 ( FURNISHED AND INSTALLED BY OWNER ). (. �-__ ° .Q rr t� ISLAND TO BE FLAT } _ . ° VIDEO C� r- A � SURVEILLANCE AND "LEVEL IN AREA ' o_ o SYSTEM OF UNIT N I N N ELECTRICAL POWER CONDUIT: SEE POWER REQUIREMENTS ( FURNISHED AND INSTALLED BY OWNER ). P ER S P EC PERSPECTIVE ` ti OPTIONAL OPTIONAL OPTIONAL REMOTE EXTERNAL r; REMOTE • - � KDM JOURNAL OPTIONS . 5• :..•:, PRINTER MODULE �-+ cc ":•:w -'> 1 OPTIONAL TRAFFIC SPECIFICATIONS a ° PLAN VIEW ' - PHYSICAL SECURITY . HEAT O,�ITPUT � CONTROL LIGHTS ° 1 I ,, i SERVICE POSITION THE SAFE MEETS THE REQUIREMENTS OF UL STANDARD 291 LEVEL I FOR 682 BTU/HR WITHOUT HEATERS ( IDLE ) --`- - -- `- AUTOMATED TELLER SYSTEMS FOR 24 HOUR SERVICE. THE SAFE DOOR IS 5,418 BTU/HR �"ATH FIEATERS (IDLE ? V77 PROVIDED WI'!H UL LISTED RELOCKING DEVICES ANO A UL LISTED 5,759 BTU/HR WITH HEATERS ( DISPENSE ) „ l ------ -- �--•---�--- -"--�--'- ""'^"""""" /1`', COMMUNICATION \\� GROUP I ELECTRICAL LOCK WITH SINGLE OR DUAL COMBINATION LOCK OPERATING ENVIRONMENT i - 2 DISTRIBUTION \, To MEET REQUIREMENTS OF UL 291 THE UNIT MUST BE ANCHORED "TO A c i ; /t ----2 -0 _� :_,-30 F TO 120 F WITHOUT SUN EXPOSURE �?,6�'`• •x' L� .- `"I .•�•?., TRAVEL - BOX , �'•' 4 CONCRETE PAD OF 152mm ( 6') MIN, THICKNESS USING THE ANCHORS PROVIDED -3e F TO I10° F WITH SUN EXPOSURE. t " 3 15% - Tq 100% RELATIVE HUMIDITY. - _ I I POWER REQUIREMENTS j \ THE ATM REQUIRES: SINGLE-PHASE THREE -WIRE UNSWITCHED POWER. WIRING CANOf?:Y REQUIREMENT I II I . II_I— . I .. .I *_.-I_�- , . .-I I. -I -__-.1. I --LI.17�-.. II II.7 . . :. ��.3. 2 - --.Ii. c.-.:,_ILt�o.IL. — -- — ._� %4. I �I I _I I I_�- - - I/ ._. --1I_ - .. :_-1". :. . .,I . � . I . . _.I ( I. T_. . . 1I\-..� .. �I#I1 b.6. -I . � .I --- f.,A.[ .@((-0.". . D.. (. �,._. I -�fIA .- . A� _�I) ._I3.. -'7I1I".II.',1\.'",\1�-,"-,",_..-,,,1. \` '.\� TO THE ATM MUST USE A THIRD -WIRE EARTH GROUND (CONDUIT GROUND IS NOT IT IS�,Ra.CQMMENDED THE UNIT BE PLACED UNDER Y ,_Q, _ ,w ti,\\;, % /'' ACCEPTABLE). THE POWER SUPPLIED MUST BE AS SPECIFIED BELOW: CO!(ER/CANOPY FOR .OPERATOR/SERVICE AND SUN i 3 } MODEM \\ 100-127 VAC f+6%,-10%) 60Hz (+/-I%) SINGLE PHASE EXPOSURE. .:;j t' 200-240 VAC (+/-10%) 50Hz (+/-I%) SINGLE PHASE . I I . \ WEIGHT OF UNIT 6 POWER TO THE ATM TO BE A DEDICATED SERVICE AND MUST, BE 3,200 LBS. ,;.'...,..1,. .I.8 . "- 1.. .... .D ..1. I.. .1 .I.A... ,I...,.., ., _ --; ; -I. _. ;.. 1.; . ,�. ,".. _,tI ,_-; ,._,� _. .. . � 1. . .l .$,�. ./1 � , \*—�I. -a, .I.k..I �. 1I , �j-1v,I �1 " I.jI ,�o_, � \R ELEC. CONDUIT PROTECTED BY A SAFETY QUICK -DISCONNECT DEVICE TO BREAK LINE VOLTAGE "; • F 71 ,. TO BUILDINGS \: ♦'''\ - (SUCH AS A CIRCUIT BREAKER AT THE ELECTRICAL SERVICE PANEL). THE QUICK ALARM PROTECTION -ELEC. PANEL �`''\\ - -- DISCONNECT DEVICE (OR CIRCUIT BREAKER) MUST TURN OFF THE LINE VOLTAGE " , i) q AT THE AMPERAGE SPECIFIED BELOW, ' THE UL--LISTED SAFE IS EQUIPPED WITH A BASIC ALARM ^, 1. \� SENSOR PACKAGE, THE BASIC PACKAGE INCLUDES A SAFE•' p , - - \� — ___ __ -_ _ 100-121 VAC SERVICE, DISCONNECT AT 30 AMPERES DOOR OPEN WITCHALA ASH I ff H A ' '� -- - _ E S T Rt UNT NG ' SW C ND 7 b . \ \ . \ -- --- — -- --- — - - _ • i -\ . -- --- - 4 A vl c r A - i `�' --__ —_ 200 2 0 V C SER CE DIS 0 JNECT T 15 AMPERES RAT OF-RIS f T ^� \ . \ \ •. \ . \: ♦ - -o-= :--t E E r EA SENSOR. a.., QO \\ z , 3 ) a ' ( a s S. - ,. \ --- - RECOMMENDED ISLAND _ _. - POWER USAGE .. ,z.,' t. " ,, I I I 's 1 % f'. I '�,♦' ' : \`:", _ �—• �.----.--- --- — -- — -- --- -- _ .. /, --- ,, O �� ! ./.I- A H T a M C INE S TUS SYSTEM `'J CONFIGURATION (� MAXIMUM �JCONFIGURATION 3•-b'.YI pt" X b' HIGH X tf' MIN. IHIGKNkSS '.. t, NOTE: _ ,,. . f,. t , :, ? , I 1 I I --.--.-._-- - _-------------_ff_� - -- ) _ - - _ — -- --- — ---- .------ --- ----- - � _ C;�,` NOTE:. �, ,� SIGNAGE OPTION AVAILABLE FOR ADDITIONAL LIGHTING.• FOR ADDITIONAL INFORMATION AND DETAILS' PLEASE 'REFER TO ,*, � , �`f' IDLE (NO TRANSACTION) 200 WATTS 1588 WATTS �1 1. ; :a;. - ,• _ \ IT IS RECOMMENDED THAT THE FLOOR \ (D PENSE R ANSACTION IS ) 300 WATTS 1688 WATTS . TH A SITE P TI - E PLANNING ND PRE ARA ON GUIDE '(TP 82Q6$5). x„A r•r, f.> ,,, :I 1..(, -I . _;. ,� - �, .' �- _ I t' ' nPFNIN(; FnR CdRI FR RF IN TNF '% I 0 R S N PR G E S a;i ;r ° •�� - '' '' •• ' ' ' I . .. II —. I I. I . 4 .1 I QUIPME - ° !' , . T PROCESSOR, LCD COLOR MONITOR, MOTORIZED CARD READER, DEPOSITOR, - I � j-NR .I'I .I -�.--,: A,`I'_I. �-I", ,.I _�.:�.:__,-. `� "" ELECTRICALE NT ROOM. SEC 1 I Q N Q sIDERI � .FI *, T) . i"1I1 . . ._.. _ .I. -I, �."-*'_ ,, _ I. .� ,_, ,, l`.�;�-',I'--,-.,-�--..?1- ,i:,''�'1� " ?. *. I � -. ,�I_`0 -- y( 1, --v �i,:,, ,�,�., . � JOURNAL PRINTER, THERMAL CONSUMER PRINTER, PRE ALARM, FOUR -NIGH � , , 0,11 - r _. : : ' :Y{.ii,zt "'k i."S: L�x�,:J✓'•'."r _ ,yeLLFt,ity ,'°�Y,ki t.. i 1. k � ` t" X FRONT VIEW SIDE VIEW N- /,p TN ' DISPENSER AND FASCIA LITE- ca . . . � � ;t ' . ., H N S NUMB R A OF ENT IN , ' = ; Y 4``. Q SAME AS l I) ABOVE WITH HEATERS T E POWER USE DEPE D ON THE E ND TYPE DEVICES PRES S. - ., ' \{ SERVICE POSITION DETAILS CABLE REQUIREME N T S THE ATM, AND THE' TYPE OF TRANSACTION THE ATM IS PERFORMING. t: -' , , S E '$ V ; : .> ,. �1, :: ,€ , - : : ITI PIO. Wig. 44aN ,,. ..Y' " 4Sc`a+d ^''' 'f,, �%"+L,•nXI 'y't,,.FR•,W te, ,, _rf 1 y J• A'„. . oh.Bf MSOUTH BANK Cvl �ac�T sr; Y. , ��,; - DIEBOLD INCORPORATED (c) COPYRID 1T 1993 Diab Id Inc. All R: hts Rasarved. M.C.O. 1/7/02 A m . .. ,,,;, KEV 15E0 . PEK MAKKI%0 -UP 01AW I NG6 M. G. 0./ 1 Lf02 An Unpubl€shad Work 9 R f 37 SKY INE DRIVE -SUITE 4100 PROTOTYPE 3820 14 ¢3 F<1. E EO- D WIN6S HANG60 6HE6t NUMOEK M.O.O.1/6/03 . ��I-E s IZEF. REED 2 K V 15E4. PtiK MARK UP RA G :�; `R,. a';.,, ,, ,I 1 - :5 , A A Y F ORIDA. 3 74G . .,; L _KE M R , 1- lca� E iisEu 3 ° _ , ° r T PR P TY F 6 l_ N . - -, :,: JI '•M I7.,.:.. : 1 , --.- -. .. THIS DRAWING IS HE 0 ER 0 DIE 0 D I C - -. K10902TMI , ,;u . - 1 0 2h, J., ,; � �=. ' ,11`. , � II I - �4 . .,. �, ,, f i _ D� run SC RAWING I ! V ) S AT b (.. 0 549 2000 ,. 1k c 07�1 .Fc DRI E L P I LAND M DETAILS �Rr. .. „ �, I of l } - --..-- - . , q:4,w.,,• .,,.s.W,M��u..Y•. _.,",.iw..y�-„ y.n„o„Y,s„J.,r1,.-. M. ..p..-. ...-.. �..�. ..,,.. �-..fir.!.-•,�f : ,t.:s �+, - . _ ' ,' t ' 1 f -. .:., -.. - -: ., �, .. ..: _ -:.. .. ... .:: �. _.. ; '- �.. - .., :. 1, , - �--_ i� .i 0 13