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HomeMy WebLinkAbout815 Historic Goldsboro Blvd (a) (Exempt Folder)ANFORID 100% DESIGN DEVELOPMENT PUBLICSAFoE ect No 720-04 LEX November ��,2oos OWNED INDEX OF DRAWINGS CITY OF SANFORD GENERAL ARCHITECTURAL ARCHITECTURAL ELECTRICAL PLUMBING CONSULTANTS CIVIL AVCON, INC. 5555 MICHIGAN STREET, STE 200 ORLANDO, FL 32822 (407) 599 1122 - PHONE (407) 599 1133 -FAX LANDSCAPE ARCHITECT BELLOMO HERBERT, AND CO. 801 NORTH ORANGE AVENUE ORLANDO, FL 32801 (407) 422 4845 -PHONE (407) 422 0699 -FAX STRUCTURAL BBM 1912 BOOTHE CIRCLE, STE, 100 LONGWOOD, FLORIDA 32750 (407) 645 3423 -PHONE (407) 345 3790 FAX ASSOCIATE ARCHITECT BURKE, HOGUE &MILLS ASSOCIATES, INC. 100 COLONIAL CENTER PARKWAY, STE, 150 LAKE MARY, FL 32746 (407) 629 4511 -PHONE (407) 324 5120 -FAX MEP./F.P. SWC, ENGINEERING, INC. HIGH TECH AVENUE, STE. 200 ORLANDO, FL 32817 (407) 380 0400 -PHONE (407) 380 5900 -FAX LOCATION MAP G-1.01 FIRST FLOOR PLAN - AREA A LIFE SAFETY PLAN - FIRST FLOOR A-0,02 FIRST FLOOR PLAN - AREA B - ARCHITECTURAL SITE PLAN ID -1.01 w.,7.1 FIRST FLOOR FURNITURE PLAN - OVERALL x �, G-1.02 LL 1$E#a t 149ii FE . PARTIAL FIRST FLOOR PLAN - OVERALL ID -1.01a PARTIAL FIRST FLOOR FURNITURE PLAN - PARTIAL PLAN E-002 FIRST FLOOR PLAN - SYSTEMS G-1.03 PARTIAL FRE RATED ASSEMBLIES A -1.01a PARTIAL FIRST FLOOR PLAN - PARTIAL PLAN ID -1.01b PARTIAL FIRST FLOOR FURNITURE PLAN - PARTIAL PLAN E-100 SECOND FLOOR PLAN - SYSTEMS P-402 PARTIAL A -1.01b A - SYSTEMS FIRST FLOOR PLAN - PARTIAL PLAN ID -1,01c B - SYSTEMS FIRST FLOOR FURNITURE PLAN - PARTIAL PLAN E-101 C - SYSTEMS CIVIL St........: FIRST FLOOR PLAN - AREA A FIRST FLOOR PLAN - PARTIAL PLAN ID -1.02 FIRST FLOOR PLAN - AREA B - SECOND FLOOR FURNITURE PLAN - OVERALL E -IOTA FIRST FLOOR PLAN - AREA C - LIGHTING FIRST FLOOR PLAN - LIGHTING A-1.02 PARTIAL SECOND FLOOR PLAN - OVERALL ID -102a PARTIAL SECOND FLOOR FURNITURE PLAN - PARTIAL PLAN E-10113 PARTIAL V-100 - LIGHTING PROJECT SURVEY A -1.02a ENLARGED FLOOR PLANS - ELECTRICAL SECOND FLOOR PLAN - PARTIAL PLAN ID -1,02b SECOND FLOOR FURNITURE PLAN - PARTIAL PLAN E -101C C-100 DEMOLITION PLAN A -1.02b SECOND FLOOR PLAN - PARTIAL PLAN ID -1.51 FIRST FLOOR FINISH PLAN - OVERALL E-102 r't ...... SITE PLAN A -1.02c lav' 1�3t+�k SECOND FLOOR PLAN - PARTIAL PLAN ID -1.51a FIRST FLOOR FINISH PLAN - PARTIAL PLAN E -102A C-201 TURNING RADIUS ANALYSIS A-1.51 FIRST FLOOR REFLECTED CEILING PLAN - OVERALL ID -1,51b FIRST FLOOR FINISH PLAN - PARTIAL PLAN E -102B C-300 GRADING AND DRAINAGE PLAN A -1.51a FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN D -151c FIRST FLOOR FINISH PLAN - PARTIAL PLAN E -102C C-400 UTILITY PLAN A -151b FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN D-1.52 SECOND FLOOR FINISH PLAN - OVERALL E-111 C-500 CIVIL DETAILS �sA FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN D -152a r SECOND FLOOR FINISH PLAN - PARTIAL PLAN E -111A r UTILITY DETAILS A-1.52 SECOND FLOOR REFLECTED CEILING PLAN - OVERALL D -1.52b SECOND FLOOR FINISH PLAN - PARTIAL PLAN E-11113 C-601 UTILITY DETAILS A -152a SECOND FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN ID -1,71 ENLARGED FINISH PLANS E -111C A -152b SECOND FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN ID -1.72 ENLARGED FINISH PLANS E-112 LANDSCAPE A-1.71 a ROOF PLAN ID -1.73 ENLARGED FINISH PLANS E -112A A-2.01 EXTERIOR ELEVATIONS ID -2,01 INTERIOR ELEVATIONS E -112B LA -1 LANDSCAPE PLAN A -2,02a ENLARGED EXTERIOR ELEVATIONS ID -2,02 INTERIOR ELEVATIONS E -112C LA -2 LANDSCAPE DETAILS A -2,02b s.q? .t .. ... ID -2,03 1+'!'rC�ttt;5�4 INTERIOR ELEVATIONS E-121 G W G-1.01 FIRST FLOOR PLAN - AREA A LIFE SAFETY PLAN - FIRST FLOOR A-0,02 FIRST FLOOR PLAN - AREA B - ARCHITECTURAL SITE PLAN ID -1.01 FIRST FLOOR PLAN - AREA C FIRST FLOOR FURNITURE PLAN - OVERALL E-001 FLOOR PLAN - POWER G-1.02 PARTIAL LIFE SAFETY PLAN - SECOND FLOOR A-1.01 PARTIAL FIRST FLOOR PLAN - OVERALL ID -1.01a PARTIAL FIRST FLOOR FURNITURE PLAN - PARTIAL PLAN E-002 FIRST FLOOR PLAN - SYSTEMS G-1.03 PARTIAL FRE RATED ASSEMBLIES A -1.01a PARTIAL FIRST FLOOR PLAN - PARTIAL PLAN ID -1.01b PARTIAL FIRST FLOOR FURNITURE PLAN - PARTIAL PLAN E-100 SECOND FLOOR PLAN - SYSTEMS P-402 PARTIAL A -1.01b A - SYSTEMS FIRST FLOOR PLAN - PARTIAL PLAN ID -1,01c B - SYSTEMS FIRST FLOOR FURNITURE PLAN - PARTIAL PLAN E-101 C - SYSTEMS CIVIL A -1.01c FIRST FLOOR PLAN - AREA A FIRST FLOOR PLAN - PARTIAL PLAN ID -1.02 FIRST FLOOR PLAN - AREA B - SECOND FLOOR FURNITURE PLAN - OVERALL E -IOTA FIRST FLOOR PLAN - AREA C - LIGHTING FIRST FLOOR PLAN - LIGHTING A-1.02 PARTIAL SECOND FLOOR PLAN - OVERALL ID -102a PARTIAL SECOND FLOOR FURNITURE PLAN - PARTIAL PLAN E-10113 PARTIAL V-100 - LIGHTING PROJECT SURVEY A -1.02a ENLARGED FLOOR PLANS - ELECTRICAL SECOND FLOOR PLAN - PARTIAL PLAN ID -1,02b SECOND FLOOR FURNITURE PLAN - PARTIAL PLAN E -101C C-100 DEMOLITION PLAN A -1.02b SECOND FLOOR PLAN - PARTIAL PLAN ID -1.51 FIRST FLOOR FINISH PLAN - OVERALL E-102 C-200 SITE PLAN A -1.02c SECOND FLOOR PLAN - PARTIAL PLAN ID -1.51a FIRST FLOOR FINISH PLAN - PARTIAL PLAN E -102A C-201 TURNING RADIUS ANALYSIS A-1.51 FIRST FLOOR REFLECTED CEILING PLAN - OVERALL ID -1,51b FIRST FLOOR FINISH PLAN - PARTIAL PLAN E -102B C-300 GRADING AND DRAINAGE PLAN A -1.51a FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN D -151c FIRST FLOOR FINISH PLAN - PARTIAL PLAN E -102C C-400 UTILITY PLAN A -151b FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN D-1.52 SECOND FLOOR FINISH PLAN - OVERALL E-111 C-500 CIVIL DETAILS A -1,51c FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN D -152a SECOND FLOOR FINISH PLAN - PARTIAL PLAN E -111A C-600 UTILITY DETAILS A-1.52 SECOND FLOOR REFLECTED CEILING PLAN - OVERALL D -1.52b SECOND FLOOR FINISH PLAN - PARTIAL PLAN E-11113 C-601 UTILITY DETAILS A -152a SECOND FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN ID -1,71 ENLARGED FINISH PLANS E -111C A -152b SECOND FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN ID -1.72 ENLARGED FINISH PLANS E-112 LANDSCAPE A-1.71 ROOF PLAN ID -1.73 ENLARGED FINISH PLANS E -112A A-2.01 EXTERIOR ELEVATIONS ID -2,01 INTERIOR ELEVATIONS E -112B LA -1 LANDSCAPE PLAN A -2,02a ENLARGED EXTERIOR ELEVATIONS ID -2,02 INTERIOR ELEVATIONS E -112C LA -2 LANDSCAPE DETAILS A -2,02b ENLARGED EXTERIOR ELEVATIONS ID -2,03 INTERIOR ELEVATIONS E-121 A -2,02c ENLARGED EXTERIOR ELEVATIONS ID -2,04 INTERIOR ELEVATIONS E -121A STRUCTURAL A -2.02d ENLARGED EXTERIOR ELEVATIONS ID -301 INTERIOR SECTIONS E-1218 A -202e ENLARGED EXTERIOR ELEVATIONS ID -601 INTERIOR CODE SCHEDULE E -121C S-0.01 STRUCTURAL GENERAL NOTES A -202f ENLARGED EXTERIOR ELEVATIONS ID -602 INTERIOR FINISH SCHEDULE - FIRST FLOOR E-122 S-0,02 STRUCTURAL GENERAL NOTES A-3,01 BUILDING SECTIONS ID -603 INTERIOR FINISH SCHEDULE - SECOND FLOOR E -122A S-0,03 STRUCTURAL GENERAL NOTES A-3,02 BUILDING SECTIONS E -122B S-0.04 STRUCTURAL GENERAL NOTES A-3,03 BUILDING SECTIONS E -122C S-0.05 STRUCTURAL GENERAL NOTES A-3.51 WALL SECTIONS E-401 S-1,01 OVERALL FOUNDATION PLAN A-3.52 WALL SECTIONS MECHANICAL E-402 S -1.01a PARTIAL FOUNDATION PLAN A-3.53 WALL SECTIONS E-501 S -1.01b PARTIAL FOUNDATION PLAN A-4,01 ENLARGED FLOOR PLANS M-100 LEGEND GENERAL NOTES E-502 S -1.01c PARTIAL FOUNDATION PLAN A-4,02 ENLARGED FLOOR PLANS M-101 FIRST FLOOR PLAN - AREA A E-504 S-1,02 OVERALL SECOND FLOOR FRAMING PLAN A-4,03 VERTICAL CIRCULATION PLANS M -IOTA PARTIAL FIRST FLOOR PLAN - AREA A E-505 S -1.02a PARTIAL SECOND FLOOR FRAMING PLAN A-5,01 WINDOW DETAILS M-10113 PARTIAL FIRST FLOOR PLAN - AREA B E-506 S -1,02b PARTIAL SECOND FLOOR FRAMING PLAN A-5,05 DETAILS M -101C PARTIAL FIRST FLPLAN - AREA C E-507 S -1.02c PARTIAL SECOND FLOOR FRAMING PLAN A -6,01a FIRST FLOOR DOOR SCHEDULE M -101D FIRST FLOOR ZO E-508 S-1.03 OVERALL ROOF FRAMING PLAN A -6.01b FIRST FLOOR DOOR SCHEDULE M-102 SECOND FLOOR PLAN - A E-603 S -1.03a PARTIAL ROOF FRAMING PLAN A -602a SECOND FLOOR DOOR SCHEDULE M -102A PARTIAL C FLOOR LAT- AREA A SECOND S -1.03c PARTIAL ROOF FRAMING PLAN A -6.02b SECOND FLOOR DOOR SCHEDULE M -102B PARTIAL SECOND FLOOR PL •*- AREA B S-2,00 FOUNDATION SECTIONS A-6,04 DOOR DETAILS M -102C PARTIAL SECOND FLOOR PLAN - AREA C S-2,01 FOUNDATION SECTIONS A-6,05 INTERIOR WINDOW ELEVATIONS M -102D SECOND FLOOR ZONES S-3.01 FLOOR SECTIONS A -6,06a EXTERIOR WINDOW ELEVATIONS M-401 ENLARGED FLOOR PLAN S-5,02 DESIGN WIND PRESSURES A -6,06b EXTERIOR WINDOW ELEVATIONS M-402 CHILLED WATER AND CONTROL SCHEMATICS A -6.07a EXTERIOR WINDOW ELEVATIONS M-501 DETAILS M-502 DETAILS M-503 DETAILS M-601 SCHEDULES M-602 SCHEDULES M-603 SCHEDULES SITE ARCHITECT LEGEND LEGEND, GENERAL NOTES & LIGHT FIXTURE SCHEDULE SITE PLAN FIRST FLOOR PLAN - POWER PARTIAL FIRST FLOOR PLAN - AREA A - POWER PARTIAL FIRST FLOOR PLAN - AREA B - POWER PARTIAL FIRST FLOOR PLAN - AREA C - POWER SECOND FLOOR PLAN - POWER P -101C PARTIAL SECOND FLOOR PLAN - AREA A - POWER PARTIAL SECOND FLOOR PLAN - AREA B - POWER PARTIAL SECOND FLOOR PLAN - AREA C - POWER FIRST FLOOR PLAN - SYSTEMS A - PLUMBING PARTIAL FIRST FLOOR PLAN - AREA A - SYSTEMS PARTIAL FIRST FLOOR PLAN - AREA B - SYSTEMS PARTIAL FIRST FLOOR PLAN - AREA C - SYSTEMS SECOND FLOOR PLAN - SYSTEMS P-402 PARTIAL SECOND FLOOR PLAN - AREA A - SYSTEMS PARTIAL SECOND FLOOR PLAN - AREA B - SYSTEMS PARTIAL SECOND FLOOR PLAN - AREA C - SYSTEMS FIRST FLOOR PLAN - LIGHTING PARTIAL FIRST FLOOR PLAN - AREA A - LIGHTING PARTIAL FIRST FLOOR PLAN - AREA B - LIGHTING PARTIAL FIRST FLOOR PLAN - AREA C - LIGHTING FIRST FLOOR PLAN - LIGHTING PARTIAL FIRST FLOOR PLAN - AREA A - LIGHTING PARTIAL FIRST FLOOR PLAN - AREA B - LIGHTING PARTIAL FIRST FLOOR PLAN - AREA C - LIGHTING ENLARGED FLOOR PLANS - ELECTRICAL ENLARGED FLOOR PLANS - ELECTRICAL RISER DIAGRAMS - POWER RISER DIAGRAMS - SYSTEMS DETAILS - ELECTRICAL DETAILS - ELECTRICAL DETAILS - ELECTRICAL DETAILS - ELECTRICAL DETAILS - ELECTRICAL PANEL SCHEDULE c"O'l s D,,.Sg100"I Architects and Planners A P-101 FIRST FLOOR PLAN - PLUMBING AN FIRST FLOOR PL - FRE PROTECTION P -IOTA PARTIAL FIRST FLOOR PLAN - AREA A - PLUMBING P -101B PARTIAL FIRST FLOOR PLAN - AREA B - PLUMBING P -101C PARTIAL FIRST FLOOR PLAN - AREA C - PLUMBING P-102 SECOND FLOOR PLAN - PLUMBING -1028 P -102A PARTIAL SECOND FLOOR PLAN - AREA A - PLUMBING P-1028 PARTIAL SECOND FLOOR PLAN - AREA B - PLUMBING P -102C PARTIAL SECOND FLOOR PLAN - AREA C - PLUMBING P-401 ENLARGED FLOOR PLANS - PLUMBING P-402 ENLARGED FLOOR PLANS - PLUMBING FIRE PROTECTION FP -101 AN FIRST FLOOR PL - FRE PROTECTION FP -IOTA PARTIAL FIRST FLOOR PLAN - AREA A - FRE PROTECTION FP -1018 PARTIAL FIRST FLOOR PLAN - AREA B - FRE PROTECTION FP -101C PARTIAL FIRST FLOOR PLAN - AREA C - FRE PROTEC11ON FP -102 SECOND FLOOR PLAN - FIRE PROTECTION FP -102A PARTIAL SECOND FLOOR PLAN - AREA A - FRE PROTECTION FP -1028 PARTIAL SECOND FLOOR PLAN - AREA B - FIRE PROTECTION FP -102C PARTIAL SECOND FLOOR PLAN - AREA C - FRE PROTECTION o0lijpIGN C THIS PROECT DESIGNED FOR, BASIC SPEED (3 SECOND GUST) = 150 M'H IMPORTANCE FACTOR = N/A EXPOSURE B BUILDING TOTAL GROSS SQUARE FOOTAGE 75,716 SF MIXED USE OCCUPANCY BUSINESS, STORAGE CONSTRUCTION TYPE. TYPE II -B FULLY SPRINKLERED 10,0 -lc, I.S.K. Reeves V, F,A,I,A,,Kevin Rofigon, A.I.A. 333 N Knowles Five `/inter Park, FL 32789 TEL. 407-647-1%06 FAX 407-645-5525 2 3 I 5 WALL /SYMBOL LEGEND I 7 1 -HR. EIRE RAI ED WAI 1 STUD WALL UL U465 (1 HR) — - — - — ,METAL�-- CONCRETE T11 WALL- REFER TO FBC 2004 OCCUPANCY AREA x.31, TABLE 720.1 (2), 4. SOLID CONCRETE C 1n PROJECT CRITERIA - New Construction NEW BUILDING REQUIREMENTS OCCUPANCY CLASSIFICATION: MIXED: BUSINESS / STORAGE S-2/ RESIDENTIAL R-2/ ASSFMBIY A-3 SEPARA Z ION OF USES: B / S-2: 1 HR (TABLE 302.3.2 — WITH 1 EXIT PAI H TRAVEI DISTANCE TO AN EXIT �— �-- — EXIT COMMON PATH OF TRAVEL — —0 OCCUPANT I -CAD AT EXIT =6 FEC SEMI—RECESSED FIRE EXTINGUISHER CABINET ° F F FIRE FXTINCUISI-IER WALT MOUNTED ON TYPE. OF CONSTRUC I ION BRACKETS (TYPE 210ADC U.N.O.) -66 W F WATER FOUNTAIN ® FMERGLNCY EXIT LIGHT SIGN AND EXIT DIRECTION WIDTI NUMBER OF OCCUPANTS USING EGRESS X - X PROVIDED EGRESS CLEAR WIDTH LLVLL REQUIRED EGRESS CLEAR WIDTH C 1n PROJECT CRITERIA - New Construction NEW BUILDING REQUIREMENTS OCCUPANCY CLASSIFICATION: MIXED: BUSINESS / STORAGE S-2/ RESIDENTIAL R-2/ ASSFMBIY A-3 SEPARA Z ION OF USES: B / S-2: 1 HR (TABLE 302.3.2 — WITH 1 HR. SPRINKLER RFDUC LION) NON RAIED B / A-3: 1 HR (TABLE 302.3.2 — WITH 1 HR. SPRINKI FR REDUCTION) NON RAIED B / R 2: 1 IIR (TABLE 302.3.2 — WITH 1 HR. SPRINKLER REDUCTION) TYPE. OF CONSTRUC I ION MIN.STAIR 1 HOUR II -B PROTECIED WID FH WIDTI NO SPRINKLERED • project no, 720-04 LLVLL YFS N NO FF REQ'D PROVE) ALLOWED PER SECTION .2 .3 44 IN. 32 IN. 36/72 IN. 503 FBC 2004 PROVIDED BUILDING 1-IEI01IT R-2 250 FT 0 - 1 50 FT 55' 45' HEIGHT INCREASE (504.2) 44 20' L70' TOTAL ALLOWLD) - NUMBER OF STORIES (BUSINESS) .2 4+1 = 5 2 BUILDING AREA (BUSINESS) IN. 23,000 S.F. Per Floor 42,844 S.F. (1 ST.FLR.) AREA INCREASE (506.3) .3 44 IN. 46,000 S.F. Per Floor 50, /66 S.F. (2N D.FLR.) TOTAL ALLOWED 69,000 S.F. Per Floor 2) TOTAL BUILDING AREA DIST. /3,610 S.F. OCCUPANT LOAD REQUIRED PER FBC OCCUPANT LOAD FIRST FLOOR - BUSINESS - -1 /100 S.F. 21,//2/100 - 218 1 4 1A 1 F - FLORIDA BUILDING CODE 2004 EGRESS REQUIREMENTS (PER CHAPTER 10): (FULLY SPRINKLERED) R-2 1 HOUR 1 HOUR NON RATED NON RATED NON RAZED NON RATED NON RAIED NON RATED NON RAIED NON RATED A OCC. TABLE 1015.1 SEC 1013.3 SEC. 1016.3 TABLE 1005.1 SEC. 1008 NON RAIED MAX. TRAVEL COMMON PA TI I MAX. DEAD END EGRESS WIDTH MIN.CORR, MIN.OPN'G MIN.STAIR 1 HOUR TO AN LXI I OF TRAVEL CORRIDOR INCHES/OCC. WIDTH WID FH WIDTI I • project no, 720-04 LLVLL STAIRS REQ'D PROVE) B 300 FT 100 FT 50 FT .2 .3 44 IN. 32 IN. 36/72 IN. 44 IN. R-2 250 FT 0 - 1 50 FT .2 .3 44 IN. 32 IN. 36 IN. 44 IN. - A-3 200 F 1 100 FT 50 FT .2 .3 44 IN, 32 IN, 36/72 IN. 44 IN. S--2 UNI IMITED 75 FT 20 F 1 .2 .3 44 IN. 32 IN. 56 IN. 44 IN. EXIT ACCESS ARRANGEMENT (PER SEC 1014.21, EXC. 2) > 1/3 DIACONAL DIST. 13 PROVIDED, (2 PROV'D AT SALLY PORT AND 2 MINIMUM NUMBER OF EXITS (PER SEC 1018): 2 REQUIRED PROV'D Al APPARAIUS BAYS) �3 FIRE PROTECTION REQUIREMENTS: REQUIRED PROVIDED FIRE WALLS - AREA SEPERATION INTERIOR BEARING WALLS, COLUMNS, HFAMS, GIRDFRS, TRUSSES, FLOOR CONSIRUCIION, FXTFRIOR BEARING WALLS SMOKF PARTITIONS CORRIDOR VERTICAI SHAFTS/ENCLOSURES BUSINESS I STORAGE I ASSEMBLY I RESIDENTIAL 0 HOUR S-2 1 1IOUR A-3 1 HOUR NON RATED R-2 1 HOUR 1 HOUR NON RATED NON RATED NON RAZED NON RATED NON RAIED NON RATED NON RAIED NON RATED NON RATED NON RATED NON RAIED NON RATED NON RATED NON RATED NON RATED NON RATED 1 HOUR NON RATED NON RATED/ 1 HOUR (A-3 1 HOUR 1 HOUR 1 HOUR 1 HOUR 1 HOUR TOTAL REQUIRED MEN WOMEN UNISEX 5 5 5 6 6 5 3 SERVICE SINKS AND 6 SHOWERS e PROVIDED MEN WOMENI UNISEX 11 7 6 9 8 7 6 SERVICE SINKS Al SHOWERS PROVIDED MEN WOMEN UNISEX 5 5 4 5 5 4 6 SERVICE SINKS AND 2 SHOWERS 4 i C FBI E Architects and Planners I,S.K, Reeves V, F,A,I,A. Kevin Ratigan, A.I.A. & A Reeves, Assoc, AA 333 N Knowles Ave. Winter Pais Fonda 32789 (407) 647-1706 1518 Hendry Street Ft, Myers, Fbrlda 33901 239-461-3944 Corporate Registration No. AACOOT197 s, 1 l A -B C KEY PLAN F Sanford Public Safety Complex City of Sanford, Florida Design Development - 100 H IArchitect heroby expressly reserves his common law copyright and other property rights in I hese drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they I be assigned to any party without first obtaining written permission and consent. • revisions • sheet G-1.01 sheet title FIRST FLOOR LIFE SAFETY PLAN • scale Vie), _ T o' • drawn DEB • checked IAR K • approved Il • date 11-n-08 • project no, 720-04 • sheet G-1.01 I 2 3 Q 5 0 7 ................ S1' OCCUPANCY BULK EVIDENCE 4 CCG. STOfAC vl (3ma CxRDaSJ 1087 3F IN 0 10 12 13 WALL /SYMBOL LEGEND W E ---------� METAL STUD WALL UL U 4 6 5 (1 HR) — - — - — 1 -HR. FIRE RATED WARE CONCRETE TILT WALL REFER TO FBC 2004 OCCUPANCY AREA 7.31, TABLE 720.1 (2), 4. SOLID CONCRETE —�—� EXIT PATH TRAVEL DISTANCE 10 AN EXIT EXIT COMMON PAIH 0F TRANCE occuPnN1 Joao Ar EXIT =6 I LC SEMI RECESSED EIRE EXTINGUISHER CABINEI o FE FIRE EXTINGUISHER WALL MOUN 1 ED ON BRACKL I S (TYPE 210ARC U.N.O.) b --d WF WAFER FOUNTAIN ® EMERGENCY EXIT LICHT SIGN AND FXIT DIRECTION NUMBER OF OCCUPAN 1S USING LCRFSS X PROVIDED EGRESS CLEAR WID I H X REQUIRED ECRESS CLEAR WIDTH 0 C SECOND FLOOR PLAN - LIFE SAFETY SCALE: 1/16° - 1'-0" F I.S.K, Reeves V, F,AIA. Kevin Ratigan, AIA. Irn A Reeves, Assoc. AIA 333 N Knowles Ave. Whter Park Florida 32789 (407) 647-F06 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AACOOTI97 A _B C �I KEY PLAN F ISanford Public Safety Complex GCity of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other properly rights In these drawings. I hese drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent. • revisions J sheet title SECOND FLOOR LIFE SAFETY PLAN • scale 1/W T-0' • drawn DFB • checked. iAR K • approved. BAR • dates 11-17-08 • project no, 720-04 • sheet G-1.02 2 3 4 5 6 7 BOUNDARY 8c TOPOGRAPHIC SURVEY � a FOR THE CITY OF SANFORD IN SECTION 36 —TOWNSHIP 19 SOUTH—RANGE 30 EAST SEMINOLE COUNTY, FLORIDA Legal Description: PARCEL 1: A PART OF LOT 4, SUBDIVISION OF A.V. FRENCH PROPERTY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGE 10, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY; FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE RUN N 89031'00" E, ALONG THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 357.39 FEET; THENCE RUN S 01'03'15" E, 510.35 FEET; THENCE RUN N 89'30'58" E, 50.00 FEET; THENCE RUN S 01003'15" E, 200.01 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 4; THENCE RUN S 89'31'00" W, 419.59 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4; THENCE RUN N 00'04'13" W, ALONG THE WEST LINE OF SAID LOT 4, 380.35 FEET; THENCE RUN N 89031'00" E, 185.00 FEET; THENCE RUN N 00204'13" W, 210.00 FEET; THENCE RUN S 89'31'00" W, 185.00 FEET; THENCE RUN N 00.04'13" W, 120.00 FEET TO THE POINT OF BEGINNING. PARCEL 2: THE SOUTH 61.7 FEET OF THE NORTH 371.7 FEET OF THE WEST 179 FEET OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, LESS THE NORTH 7.5 FEET FOR ALLEY. PARCEL 3: THE SOUTH 54.3 FEET OF THE NORTH 426 FEET OF THE WEST 179 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST. (LESS THAT PORTION OF SAID PROPERTY LYING WITH THE RIGHT-OF-WAY OF LAKE AVENUE). PARCEL 4: PARCEL (1): BEGIN 426 FEET SOUTH OF THE NW CORNER OF THE NE 1/4 OF THE NW 1/4, RUN SOUTH 94 FEET, EAST 210 FEET, NORTH 94 FEET, WEST 210 FEET, SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA. PARCEL (2): BEGIN 310 FEET SOUTH AND 210 FEET EAST OF THE NW CORNER OF THE NE 1/4 OF THE NW 1/4, RUN SOUTH 116 FEET, WEST 31 FEET, NORTH 116 FEET, EAST 31 FEET, SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA. Survey Notes: 1. 'SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER" 2. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. ELEVATIONS SHOWN HEREON ARE BASED ON THE (NAVD) 1988 AND SAID ELEVATIONS ARE MATCHED TO BENCHMARKS SUPPLIED BY SEMINOLE COUNTY SURVEY SECTION BENCHMARK BOOK WHICH ARE AS FOLLOWS: DESIGNATION 3297001. SET P.K. NAIL & SEMINOLE COUNTY DISK STAMPED 329-70-01 ON THE NORTH SIDE OF A 5' CONCRETE SIDEWALK +/- 25' NORTHWEST OF THE NORTHWEST CORNER "SANFORD LAW ENFORCEMENT CENTER", +/- 57' EAST OF THE CENTERLINE OF US 17/92, +/- 112' SOUTH OF CENTERLINE OF 8TH STREET. ELEVATION=28.59 FEET. DESIGNATION 3297101. SET P.K. NAIL & SEMINOLE COUNTY DISK STAMPED 329-71-01 IN THE WEST SIDE OF A 4' CONCRETE SIDEWALK; +/- 219' SOUTH OF THE CENTERLINE OF 12TH STREET; +/- 40.0' WEST OF THE CENTERLINE OF US 17/92; +/- 104' NORTH OF THE CENTERLINE OF 13TH STREET. ELEVATION=29.09 FEET. 4. THIS "BOUNDARY AND TOPOGRAPHIC SURVEY" WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. 5. THE "LEGAL DESCRIPTION" HEREON WAS PROVIDED BY THE CLIENT. 6. NO UNDERGROUND UTILITIES, INSTALLATIONS OR VISIBLE IMPROVEMENTS LOCATED EXCEPT THOSE SHOWN HEREON. 7. THE OWNERSHIP OF FENCES SHOW HEREON HAS NOT BEEN DETERMINED BY THIS SURVEY. 8. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) IT WAS DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE "X", NOT A SPECIAL FLOOD HAZARD AREA PER COMMUNITY PANEL #12117CO070F, UNINCORPORATED AREAS, SEMINOLE COUNTY, FLORIDA, DATED SEPTEMBER 28, 2007. THIS DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS. 9. ACCORDING TO THE SEMINOLE COUNTY PROPERTY APPRAISER WEB SITE THE SUBJECT PROPERTIES SHOWN HEREON ARE VESTED IN THE NAME OF THE CITY OF SANFORD, CONTAINED WITHIN PARCEL NUMBERS (1) 36-19-30-512-0000-004A, (2) 36-19-30-300-0230-0000, (3) 36-19-30-300- 0240-0000, (4) 36-19-30-300-0260-0000. 10. BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATUM AS BEING N 89'31'00" E ALONG THE NORTH LINE OF THE NORTHWEST 1/4 SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST. 8 9 10 11 12 13 14 15 N 89_35'51" E 2659,64' (A) (BASIS ❑F BEARING) N — � NORTH LINE OF THE IHWLSI 1/4 SLG N 89'31'00' E 1329,82' (C) NLJRTOWNSHIP 19 SOU HN 3"U_ RANGE 30 EAST �we R;0 :. �: :. M.. s •�r.,_,ry..,•r.+...:.-.�... ;.,�.fi..,�.. ., �y�(:�.T �:. ... -.,... , , i r ;,�• "••' v e � c� Y s,�^^•" f ,.I: ,y.,�:,'r._�•:,y .... . _.•_•,wKli :W .... . .: . . - . }fes'.'. _nom n . . �S . Si."//J x�' .: ":' :::n :• r'•' .:. •.' .'•/if . : �ti % ,. �:.�.: : f : �. �.. •` N I fP � •j�f� y�y�/� •'� � .. / ^4{ -r .• hYr%� y fi�� q.Q, F' %JF �}F ,�Ai4:J Symbol Legend. ..................N/:S fi.Ufi NOT TO SCALE ......... _ .. ,:. x•�y..'- .:. .; fl .r'! F � —x— - CHAIN LINK FENCE ® - ROOF DRAIN - FIRE HYDRANT - CONCRETE RIP RAP - LIGHT POLE DUAL SUPPORT SIGN - HANDICAP PARKING SPACE - GROUND LIGHT © - GREASE TRAP MANHOLE ww m - WATER METER QS - SANITARY SEWER MANHOLE - BENCHMARK ® - TELEPHONE MANHOLE �f'fl. - UNDERGROUND PIPE }' f (SIZE &TYPE NOTED) ® - ELECTRICAL MANHOLE - SET IR&C LB# 7143 ® - STORM DRAINAGE MANHOLE - FOUND IRON REBAR (AS NOTED) V03 - WATER SERVICE ■ - FOUND 04 CONCRETE MONUMENT N - CONCRETE UTILITY POLE ■ - SET 4X4 CONCRETE MONUMENT �d - WOOD UTILITY POLE Sanford, C;mW�jPO003 w J Q - RR SPIKE 10 \ - GUY ANCHORGv + - 4 LIGHT POLE ... fr. J• •f: N - GAS VALVE - 3 LIGHT POLE WV >< - WATER VALVE - 2 LIGHT POLE sv - SANITARY SEWER VALVE OI - UTILITY RISER IRR - IRRIGATION CONTROL VALVE .,•;;• - CONCRETE CZ9 - CONCRETE MITERED END SECTION p - TRAFFIC SIGNAL BOX f - CLEAN OUT Architect hereby expressly reserves - SECTION CORNER 0 - TELEPHONE CABLE RISER 3 OL 3 c� v Q - CENTRAL ANGLE OR DELTA ANGLE These drawings shall not be - CABLE TV RISER o v Qa a - ELECTRIC RISER MW - MONITOR WELLS ® - IDENTIFICATION NUMBER FOR SCHEDULE B EO architect, nor are they to be - ELECTRIC OUTLET Q - NUMBER OF PARKING SPACES - SINGLE SUPPORT SIGN OS - WATER SPRINKLER Q obtaining written permission and 8 9 10 11 12 13 14 15 N 89_35'51" E 2659,64' (A) (BASIS ❑F BEARING) N — � NORTH LINE OF THE IHWLSI 1/4 SLG N 89'31'00' E 1329,82' (C) NLJRTOWNSHIP 19 SOU HN 3"U_ RANGE 30 EAST �we R;0 :. �: :. M.. s •�r.,_,ry..,•r.+...:.-.�... ;.,�.fi..,�.. ., �y�(:�.T �:. ... -.,... , , i r ;,�• "••' v e � c� Y s,�^^•" f ,.I: ,y.,�:,'r._�•:,y .... . _.•_•,wKli :W .... . .: . . - . }fes'.'. _nom n . . �S . Si."//J x�' .: ":' :::n :• r'•' .:. •.' .'•/if . : �ti % ,. �:.�.: : f : �. �.. •` N I fP � •j�f� y�y�/� •'� � .. / ^4{ -r .• hYr%� y fi�� q.Q, F' %JF �}F ,�Ai4:J ..................N/:S fi.Ufi '�(F......,wwww4 (::y/IJrIN�MMM).t> fM•r�r.T. ......... _ .. ,:. x•�y..'- .:. .; fl .r'! F � Sanford Public , fr . ifyH.,'g•_MrY1 r , F ....f.f.. .. n, ........... / ..,� Safety Complex f 1 TH ST1;tE WEST 3 f / ............ f «..,.. .,. ...... ,rk:-••.::.. , ...; .., ... ' ....... ..........:.Y�9II'-fQ1GWT'QF1N?kYPEF�L•f(T" ---- a� v BOOK 7 PAGE 44� ' �f'fl. yxJ }' f ... .. � .......1�i70J.:.. .....-.. r. .....:............ /.................... .......n ^: :' 'fi:•}MIMNII(�,C. �3 /fes vu .nifFry fF v}FFHlf/:. -'-.-...: -.................................... �` : ®®®©®®Qz f ii• 000 \rn jar- Sanford, C;mW�jPO003 w J II 10 \ 0 rn N Florida ... fr. J• •f: —ter-- ............ .. ............. -: .. z Design c'n Development Architect hereby expressly reserves ,� • • Z his common law copyright and other property rights in these drawings. 3 OL 3 Y a0i a v 0 � � These drawings shall not be o v Qa in ov o reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first aoa iWAIM )= A".n 1. 12J.n N N . • 500 West Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Management Traffic / Transportation Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298 © 2008 C 0 .V) Architects Cr1d PIQws ISK Reeves V, FAA Kevh Rat' gm AlA, Ion A Reeves, Assoc. AIA 333 N. Knowles Ave. Whter Polk Roft 32789 (407) 647 -VM 1518 Heresy Street Ft. Myers, Ronda 33901 239-461-3944 CaMate Reghtratlon Na AAC001W AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE 200 ■ ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 ■ FAX: (407) 599-1133 CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 505'7 www.avconine.com Sanford Public Safety Complex a� v ®®®©®®Qz 000 \rn Sanford, C;mW�jPO003 w J II 10 \ 0 rn N Florida �CO z Design c'n Development Architect hereby expressly reserves ,� • • Z his common law copyright and other property rights in these drawings. 3 OL 3 Y a0i a v 0 � � These drawings shall not be o v Qa in ov o reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first Q obtaining written permission and o consent. "' • revism O w Q O U _ (n = ~ Oaf} p • sheet tie o o O ' PROJECT SURVEY = LSI J Q z z UO mm 0 I- I N scde� AS NOTED LLJ CO ro drewn - Z zz • the keci - U • approved - in • date, TI -v--08 Sheet N o . . project no. 720 . Ifeet V-1 00 Q o 1n 11 12 13 14 15 EROSION CONTROL NOTES: 1. SILT SCREENS AND TURBIDITY BARRIERS MUST REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION AT ALL LOCATIONS SHOWN UNTIL CONSTRUCTION IS COMPLETE. SOILS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. 2. THE EROSION CONTROL MEASURES SHOWN HEREON ARE INTENDED AS MINIMUM STANDARDS. 3. ANY EROSION CONTROL REQUIRED BEYOND THAT SPECIFIED SHALL BE CONSIDERED AS INCLUDED WITHIN THIS CONTRACT. 4. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE LOCAL WATER MANAGEMENT DISTRICT AND FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION STANDARDS. 5. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 6. SEDIMENT MATERIALS FROM WORK ON THIS PROJECT SHALL BE CONTAINED AND NOT ALLOWED TO COLLECT ON ANY OFF—PERIMETER AREAS OR IN WATERWAYS, THESE INCLUDE BOTH NATURAL AND MAN—MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, AND PONDS. 7. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION/SEDIMENT CONTROL EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY. 8. ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC ROADS AND FACILITIES, DUE TO CONSTRUCTION SHALL BE PROMPTLY REMOVED AND NOT ALLOWED TO REMAIN ON THE ROADWAY OVERNIGHT BY THE CONTRACTOR. 9. ALL PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, AND ANY DISTURBED LAND AREAS SHALL BE COMPLETED WITHIN 15 CALENDAR DAYS AFTER FINAL GRADING. 10. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR: A. PREPARING FDEP NOTICE OF INTENT APPLICATIONS. (NOI & NOT) B. FDEP NOTICE OF INTENT APPLICATION FEES. C. PREPARING THE FDEP STORMWATER POLLUTION PREVENTION PLAN (SWPPP) D. SUBMITTAL OF THE FDEP NOTICE OF INTENTS APPLICATIONS (NOI & NOT) THE SUBMITTAL OF THE FDEP MUST BE DONE PRIOR TO COMMENCING WORK FOR THIS PROJECT. 12. THE CONTRACTOR SHALL OBTAIN WATER MANAGEMENT DISTRICT PERMITS PRIOR TO COMMENCING WORK FOR THIS PROJECT. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL DEWATERING PERMITS. PRIOR TO EARTH WORK OR CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE A COPY OF THE COMPLETED FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NPDES NOTICE OF INTENT (NOI) FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES TO THE ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVISION, ATTENTION: NPDES ADMINISTRATOR. DEMOLITION NOTES: 1. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. 2. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OFF—SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY. 3. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, CONSTRUCTION WORK AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ASPHALT RESURFACING TO ALL EXISTING ROADS WHICH ARE SAW—CUT OR DAMAGED DURING CONSTRUCTION. ALL REPAIRS TO BE MADE IN ACCORDANCE WITH FDOT REQUIREMENTS. ANY ENCOUNTERED CONTAMINATED MATERIALS SHALL BE DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. (REFER TO TREE PROTECTION REQ.) 5. THE CONTRACTOR IS ADVISED THAT UNCHARTED UTILITIES MAY BE FOUND TO EXIST WITHIN THE CONSTRUCTION AREA AND THAT CONSTRUCTION OPERATIONS SHOULD BE CONDUCTED WITH CAUTION. PRIOR TO DEMOLISHING UTILITY LINES, CONTRACTOR SHALL VERIFY FLOW DIRECTIONS FROM EXISTING BUILDINGS WHICH ARE TO REMAIN. 6. IF DEMOLITION WILL CUT OFF THESE FACILITIES. THE ENGINEER, ARCHITECT, OWNER (AND/OR OWNERS REPRESENTATIVE) SHALL BE CONTACTED IMMEDIATELY. 7. REMOVE AND DISPOSE OF ALL EXISTING TREES PER SHEET ###, REFER TO LANDSCAPE PLANS FOR TREES TO REMAIN UNDISTURBED AND FOR TREES TO BE RELOCATED. WOOD; STEEL POST (OPTIONS: 2" X 4" OR 2 12" MIN. DIA. ' 1.33 LBS/Q. MIN.) oo o' 0 Ir z _ 0 in N 00 6' MAX. FILTER FABRIC (IN CONFORMANCE WITH SEC. n 985 FDOT SPEC.) ELEVATION OPTIONAL POST POSITIONS ---PRINCIPLE POST POSITION v (CANTED 20' TOWARD FLOW) UJ SEC. 985 FDOT SPEC.) >V �---FILTER FABRIC SILT FLOW SECTION TYPE A OR B FENCE �.r SILT FLOW fYA LOOSE SOIL PLACED BY SHOVEL _ - - AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. NOTE: SPACING FOR TYPE III FENCE TO BE IN BALES BACKED BY FENCE ACCORDANCE WITH PLANS AND SPECIFICATIONS TYPE III SILT FENCE SILT FENCE APPLICATIONS N.T.S. FDOT STANDARD DETAIL (INDEX No.102) DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UNPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. DITCH North 0' 20' 24"x36" SHEET 1" = 20' 12"x18" SHEET 1" = 40' FILTER FABRIC (IN CONFORMANCE WITH FDOT SPEC.) �M DITCH DITCH BOTTOM INLET NOTE: FILTER FABRIC TO BE WRAPPED AROUND THE GRATE AND THE GRATE TO BE SECURED BACK INTO THE INLET. PROTECTION AROUND D.B.I LEGEND -0 FDOT TYPE III SILT FENCE — - - — CONSTRUCTION LIMITS — — — — PROPERTY LINE CLEARING AND GRUBBING LIMITS REMOVE EXISTING PAVEMENT, CURBING AND RELOCATE UTILITIES AM CONSTRUCTION ENTRANCE ISK Reeves V, FAIA Kevn Rcrtigan, AIA, Ion A Reeves, Assoc. ALA 333 N Knowles Ave. Winter Park Flaida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 7 AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICIUGAN ST., SUITE; 200- ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 ■ FAX: (407) 599-1133 CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057 www.avc0ninacom Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. 7U;Z;' � & . sheet tine DEMOLITION PLAN 111 • scda AS NOT® • (JrCNVn C,S • checked MK • gDproved RVR • Cbte TI -17-08 • project no. 720 . sheet C-100 2 PROPOSED TYPE 'D' CURB TYP. 5 s .::................................. 7 w R5 0 88.0' ......"..". / F y _ fi/r;• r y4 ib•C-l. tRg �2R 40' 5.01 4 8 2 0' 5 E 587648.01 R.BO - :. ; .:: N '1 388 ' F f TYP f r 5 0' 20. 6 t xi , xrfrxr .. xxxxxr ` :I TVP. TY F 97.5' } O r f •}i TYP. o' 90.0' ..: o , ,Y. Z - ..-. : ......... .. .... . f 2 0' 12.0 W TYPE 9 ro _ F. /i }f • I CURB TYP. 20.o' Q IOwG I . Y F- y Jx:. `04 TYP a � f`. 10.0' fi . ,fr i - •.:: - f ` R5.0' / R5 J 1rfi.lf fFFIY f % Y bi Yf% 'pp 0 ....:.. 17.0 : 224.7 3 t f f f :rf! `r�IrSa r f y X •y.f£ R O. 0, 35.0' 0 / S. O'5.4' ' " I 3 ; yf g R7.0' h" TYP. .,�/:'ffj•::, -_ 'f -F)`` I .n1!6 .%r • ., lff .1) i8.:.,. ,i,3„ f. r. .. i' �. f ....• �.;4. ;f, y/;. /if / ,,,/, N;. •..jr Y. ffff r 0 g c , Y R10.0' R30' • 1P' TM.N 18237 :irF .f 12.9; �Ji I f//r � Fij .:..... !�•f: `k • F a' :;' r5 / 4 : f • / f } r r%irrrr $ y :<.. :.:::,:: ' pf 'ryri riri fy R5.0' 42.1' rr As r S f f r:. AS NOTED ,. C.S. :. ................ _::... :> } y§ r f ` f si .. PROPOSED TYPE 'D' CURB TYP. F EXISTING SI K DEWAL r r PARCEL IDENTIFICATION NO. � f f r -R.-.r. .. .......,. ,+:,... r.-,...:.:: ....:..................��;nn.:..r....<.•,rr�r..xr«:.r,,,yr .w.+r :. :..:. n:f n:.v•e. •r ................ : 26. 0' 268,060 SF OFFSITE: 42,589 SF 86.0' 4 8. O 20.0' 077 88.0' PROPOSED LAND USE: 4 SURROUNDING LAND USE: ~ PROPOSED BUILDING AREAS: FIRST FLOOR (NSF) 44,122 (SQ.FT.) TYP. � �! 13.2' fi 13 R5.0' TYP. HEIGHT TO TOP OF ROOF STRUCTURE 45'-0" 12.0' R5.0 TYP. "SEE ARCHITECTURAL ELEVATIONS" fi.. 18.1' r WEST 13TH STREET 799 EMPLOYEES BUILDING SETBACKS: _ PROPOSED RIBBON CURB RIBBON 25' _ (COLLECTOR STREET - 50' R.O.W.) _ PAVEMENIXTI511NG y ,. , : Rz�o 5.9 20' 12.0' 4 1 --1h� 5.9' 20.0' 4 R25.0' R5 0 88.0' ......"..". / F y _ fi/r;• r y4 ib•C-l. tRg �2R 40' 5.01 4 8 2 0' 5 E 587648.01 R.BO - :. ; .:: N '1 388 ' F f TYP f r 5 0' 20. 6 t xi , xrfrxr .. xxxxxr ` :I TVP. TY F 97.5' } O r f •}i TYP. o' 90.0' ..: o , ,Y. Z - ..-. : ......... .. .... . f 2 0' 12.0 W TYPE 9 ro _ F. /i }f • I CURB TYP. 20.o' Q IOwG I . Y F- y Jx:. `04 TYP a � f`. 10.0' fi . ,fr i - •.:: - f ` R5.0' / R5 J 1rfi.lf fFFIY f % Y bi Yf% 'pp 0 ....:.. 17.0 : 224.7 3 t f f f :rf! `r�IrSa r f y X •y.f£ R O. 0, 35.0' 0 / S. O'5.4' ' " I 3 ; yf g R7.0' h" TYP. .,�/:'ffj•::, -_ 'f -F)`` I .n1!6 .%r • ., lff .1) i8.:.,. ,i,3„ f. r. .. i' �. f ....• �.;4. ;f, y/;. /if / ,,,/, N;. •..jr Y. ffff r 0 g c , Y R10.0' R30' • 1P' TM.N 18237 :irF .f 12.9; �Ji I f//r � Fij .:..... !�•f: `k • F a' :;' r5 / 4 : f • / f } r r%irrrr $ y :<.. :.:::,:: ' pf 'ryri riri fy R5.0' 42.1' rr As r S f f r:. 11 12 13 14 R1-1 SOILS: AS NOTED f' C.S. SOURCE: } y§ USDA SCS SOIL SURVEY OF R.V.B. 11 12 13 14 R1-1 SOILS: AS NOTED URBAN LAND - 34 C.S. SOURCE: M.K. USDA SCS SOIL SURVEY OF R.V.B. SEMINOLE COUNTY, FLORIDA 1990 Tl�_V-08 SITE DATA: PARCEL IDENTIFICATION NO. 36-19-30-512-0000-004A SECTION -TOWNSHIP -RANGE: 36 -19S -30E OVERALL SITE AREA: ONSITE: 268,060 SF OFFSITE: 42,589 SF EXISTING ZONING: PD -NON PROPOSED ZONING: PD -NON PROPOSED LAND USE: GOVERNMENT SURROUNDING LAND USE: GOVERNMENT PROPOSED BUILDING AREAS: FIRST FLOOR (NSF) 44,122 (SQ.FT.) SECOND FLOOR (NSF) TOTAL (NSF) 31.594 (SQ.FT.) 75,716 (SQ.FT.) MAXIMUM PROPOSED BUILDING HEIGHT: HEIGHT TO TOP OF ROOF STRUCTURE 45'-0" "SEE ARCHITECTURAL ELEVATIONS" PROPOSED CAPACITY: 799 EMPLOYEES BUILDING SETBACKS: FRONT YARD (WEST 13TH STREET)- 25' FRONT YARD (LAKE AVENUE)- 30' REAR YARD- 20' SIDE YARD- 20' PARKING SETBACKS: FRONT- 15' REAR- 10' SIDES- 10' PARKING SPACES PROVIDED: NON SECURE AREA: STANDARD 17 - 10.0'X20.0' ACCESSIBLE 3 - 12.0'X20.0' TOTAL 20 SPACES SECURE AREA: STANDARD 125 - 10.0'X20.0' ACCESSIBLE TOTAL OFF-SITE 3 - 12.0'X20.0' 130 SPACES STANDARD (PARALLEL) TOTAL 49 - 9.0'X20.0' 49 SPACES TOTAL PARKING COUNT: 197 SPACES SIDEWALK WIDTHS: ON-SITE VARIES I AUTHORED VEHICLES ONLY PARKING BY DISABLED PERMIT ONLY FTP -25 E6 W11-8 NO PARKING LOA42DING 1771� R7-6 KEY TO SIGNAGE N.T.S. NOTE: REFER TO MUTCD FOR ADDITIONAL INFORMATION ABOUT SIGNAGE. MUTCD IDENTIFICATION NUMBER LISTED BELOW SIGNS. SITE DATA NOTES: 15 01 DO NOT D ENTER R5-1 1. ALL ABOVE GROUND UTILITIES APPURTENANCES (I.E. TRANSFORMERS, BACKFLOW PREVENTER, WATER METER AND ETC.) SHALL BE SCREENED WITH LANDSCAPING (SEE LANDSCAPE PLANS). LEGEND PARKING STALL COUNTS North 0' 20' 40' 80' 24"x36" SHEET 1" = 20' 12"x18" SHEET 1" = 40' K G1 Oen � A its and dPliams a Reeves V, F.AIA. Kevh Raton AlA & A Reeves, Assoc ALA 333 N. Knowles Ave. Whter Park Roft 32%89 (407) 647 -VM 1516 Henct'y Street Ft Myers, ftkb 33901 239-461-3944 Na AA(=IW AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE 200■ ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 ■ FAX: (407) 599-1133 CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057 www.avconinc.com Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. 7th• • sheet title SITE PLAN • SCaia AS NOTED • drawn C.S. • checked M.K. • approved R.V.B. • dates Tl�_V-08 • project w, 720 • sheet C-200 1 2 3 4 5 6 7 8 9 10 11 19 1.5 14 15 ,. / ., r b / :, ,v .. }. :. . ........... ...,,,N........ ... ............ ..... -., • checked � 4, - . .. . ..:- . •; ........:.11.1...x._. ,... '. .., .'., J. 1111.... .r:..L, _. . .. ! :y. 'Y ..............:................ ..:: '., :;. : 1111. .. ...,..., . 1111.,... ........... _.. ...._.1.1.11....-.........._ - ,..........................................1._._.,.-,..-.. :.:..... :.:. _. .__. 1____111_ 1111.. 11 1..1....1.1..1......1 .... .. _.._ ___ .................. ., .. .11.1.1..... ... 1111. r. . ':. l:'•. 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PIPE B EDDING UT1LI I Z NG SELECT COMMON FI LL OR BEDDING RO CK IN ACCORDANCE WITH BEDDING AND TRENCHING DETAIL MAY BE RE UIRED Q AS DIRECTED BY THE ENGINEER. 4. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 5. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF FLOW. 6. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIE . S 7. COMMON FILL SHALL CONSIST OF MINERAL SOIL, SUBSTANTIALLY FREE OF CLAY, ORGANIC MATERIAL, MUCK, LOAM, WOOD, TRASH AND OTHER OBJECTIONABLE MATERIAL WHICH MAY BE COMPRESSIBLE OR WHICH CANNOT BE COMPACTED PROPERLY. COMMON FILL SHALL NOT CONTAIN STONES LARGER THREE AND ONE-HALF (3 1/2") INCHES IN ANY DIMENSION IN THE TOP TWELVE (12) INCHES OR SIX (6) INCHES IN ANY DIMENSION IN THE BALANCE OF FILL AREA, AND SAID COMMON FILL SHALL NOT CONTAIN ASPHALT, BROKEN CONCRETE, MASONRY, RUBBLE, OR OTHER SIMILAR MATERIALS. IT SHALL HAVE PHYSICAL PROPERTIES SUCH THAT IT CAN BE READILY SPREAD AND COMPACTED DURING FILLING. ADDITIONAL COMMON FILL SHALL BE NO MORE THAN 10 PERCENT BY WEIGHT FINER THAN THE NO. 200 MESH SIEVE UNLESS FINER MATERIAL IS APPROVED FOR USE IN A SPECIFIC LOCATION BY THE ENGINEER. 8. MATERIAL FALLING WITHIN THE ABOVE SPECIFICATIONS, ENCOUNTERED DURING THE EXCAVATION MAY BE STORED IN SEGREGATED STOCKPILES FOR REUSE. ALL MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS NOT SUITABLE FOR REUSE, SHALL BE SPOILED AS SPECIFIED HEREIN FOR DISPOSAL OF UNSUITABLE MATERIALS. SELECT COMMON FILL SHALL BE AS SPECIFIED ABOVE FROM COMMON FILL, EXCEPT THAT THE MATERIAL SHALL CONTAIN NO STONES LARGER THEN 1/2 INCHES IN LARGEST DIMENSION, AND SHALL BE NO MORE THAN 5 PERCENT BY WEIGHT FINER THAN THE NO. 200 MESH SIEVE. GRADING AND DRAINAGE NOTES 1. ALL GKAUING ANU SI TE PREPARATION SHALL CONFORM TO SPECIFICATIONS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS, AND SPECIFICATION SECTIONS 02110 AND 02200. 2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 3. ALL CONSTRUCTION WITHIN STREET RIGHT-OF-WAY SHALL CONFORM TO SEMINOLE COUNTY CODE AND CITY OF SANFORD REQUIREMENTS. 4. ALL OPEN DRAINAGE SWALES SHALL BE SODDED PER PROJECT SPECIFICATIONS. 5. ALL GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED GRADES UNLESS INDICATED OTHERWISE. 6. INLET AND MANHOLE ELEVATIONS ARE TOP OF RIM. 7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED WITH SOD PER PROJECT SPECIFICATIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL MAINTAIN ALL AREAS UNTIL FINAL ACCEPTANCE. 8. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF ALL TIE-INS TO ROOF DRAINAGE PIPING PRIOR TO INSTALLATION OF ROOF PIPING AND ASSOCIATED FITTINGS. 9. ALL SIDEWALK CROSS SLOPE SHALL HAVE MAXIMUM 2% SIDE SLOPE. SIDEWALK ALONG BUILDING SHALL SLOPE AWAY FROM BUILDING AND SIDEWALK ALONG STREET SHALL SLOPE TOWARD THE STREET. TABLE OF STRUCTURES D-1 N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX S. INV= XX D_2 N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX N. INV= XX S. INV= XX D-3 N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX N. INV= XX S. INV= XX D=4 N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX SE. INV= XX D.� N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX N. INV= XX NW. INV= XX S.INV= XX D=. N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX S. INV= XX D-7 N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX N. INV= XX S. INV= XX D� N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX N. INV= XX SE. INV= XX 12=2 N XX E XX M.E.S. FDOT INDEX #273 NE. INV= XX D-10 N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX N. INV= XX SE. INV= XX D-11 N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX NW. INV= XX SE.INV= XX D-12 N XX E XX M.E.S. FDOT INDEX #273 NE. INV= XX D 13 E XX TYPE C INLET FOOT INDEX #232 TOP= XX SE. INV= XX D-14 N XX E XX TYPE C INLET FOOT INDEX #232 TOP= XX NW. INV= XX SE. INV= XX D-15 N XX E XX TYPE C INLET FDOT INDEX #232 TOP= XX SW. INV= XX D-16 N XX E XX TYPE C INLET FOOT INDEX #232 TOP= XX NE. INV= XX NW. INV= XX S. INV= XX D=L7 N XX E XX TYPE C INLET FOOT INDEX #232 TOP= XX N. INV= XX W. INV= XX SE. INV= XX D-18 N XX E XX M.E.S. FOOT INDEX #273 NE. INV= XX 15 North 0' 20' 40' 80' 24"x36" SHEET 1" = 20' 12"x18" SHEET 1" = 40' ArdtectS � P'YI�rS lSK Reeves V, FAIA_ Ke vh R kn A Reeves AL4 333 K KmWles Ave. V* ter Park Roft 3 789 (407) 647 -VM gyp+ 15� I Stree 1 Ft. Myers Ronda 33901 239-461-3944 1� �� AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE. 200 ■ ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 ■ FAX: (407) 599-1133 CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 505 i www.aveoninc.com Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. 30 ��� �,� • d )eet tlt�E GRADING & DRAINAGE PLAN • scde� AS NOT® • �d1�r-apw-y1nQ�� SCS • apprOVed RVH . dates Tf-v-o8 • proiect no. 720 • skeet C -3 0 0 1 2 3 4 5 , 6 7 g TIE SANITARY INTO EXIST. MANHOLE CORE DRILL EXIST. SANITARY M.H.- EXIST. S. INV. = 24.39 f: ' EXIST. W. INV. = 24.44 (CORE N SEAL BOOT CONNECTION) *CORE IS TO BE 2"-4" OVER THE MANHOLE INVERT 47 LF 6" PVC SAN. ® 0.5% 3 10 12 13 14 UTILITY NOTES: 1. A. ALL WASTEWATER UTILITIES WORKS SHALL BE IN STRICT ACCORDANCE W/ SANFORD MANUAL OF STANDARDS AND SpECIFICATIONa SPECIFICATIONFOR WASTEWATER AND WATER MAIN CONSTRUCTION. CITY OF MAITLAND UTILITY IS THE SERVICE PROVIDER FOR WASTEWATER AND RAW WATER SERVICES. B. ALL POTABLE WATER UTILITIES WORK AND ONSITE FIRE LINE MASTER METER ASSEMBLY SHALL BE IN STRICT ACCORDANCE WITH CITY OF SANFORD FOR WATER MAIN CONSTRUCTION. CITY OF SANFORD IS THE SERVICE PROVIDER FOR POTABLE WATER SERVICE. 2. A. ALL ON SITE UTILITY CONSTRUCTION TO POINT OF SERVICE CONNECTIONS SHALL BE PERFORMED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED BY THE STATE OF FLORIDA. B. ALL ON SITE UTILITY SERVICES FROM THE POINT OF SERVICE CONNECTION & INCLUDING ALL BUILDING PLUMBING. SHALL BE PERFORMED BY A PLUMBER LICENSED BY THE STATE OF FLORIDA. 3. THE LICENSED UNDERGROUND UTILITY CONTRACTOR AND PLUMBING CONTRACTOR SHALL COORDINATE FULLY WITH THE CITY OF SANFORD FOR THE REQUIREMENT OF THEIR WORK, INCLUDING NECESSARY PERMITS, INSPECTIONS AND APPROVALS. 4. ALL NEW AND RELOCATED WATER MAIN PIPE, FITTINGS, VALVE, FIRE HYDRANTS, AND RELATED PRODUCTS THAT WILL COME INTO CONTACT WITH DRINKING WATER SHALL BE IN CONFORMANCE WITH AMERICAN NATIONAL STANDARDS INSTITUTE/NSF INTERNATIONAL STANDARD 61. 5. ALL NEW AND RELOCATED WATER MAIN PIPE, FITTINGS, VALVE, AND FIRE HYDRANTS SHALL BE IN CONFORMANCE WITH APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. ALL NEW AND RELOCATED WATER MAIN PIPE AND FITTINGS SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD, AND ALL PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF NEW OR RELOCATED WATER MAIN PIPE SHALL BE IN CONFORMANCE WITH APPLICABLE AWWA STANDARDS. 6. ROCK AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS AND/OR THE PIPE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES FOR NEW AND RELOCATED WATER MAIN PIPE SHALL BE REMOVED TO A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE, AND CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN TRENCHES FOR NEW AND RELOCATED WATER MAIN PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND NEW AND RELOCATED WATER MAIN PIPE TO A SUFFICIENT HEIGHT ABOVE IT TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 7. ALL TEES, BENDS, PLUGS, AND HYDRANTS IN NEW AND RELOCATED WATER MAINS SHALL BE PROVIDED WITH THRUST REACTION BLOCKING, OR MECHANICALLY RESTRAINED JOINTS, TO PREVENT MOVEMENT OR SEPARATION OF THE PIPE AND ITS APPURTENANCES. 8. ALL NEW AND RELOCATED WATER MAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. 9. ALL NEW AND RELOCATED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651 AND RULE 62-555.345, F.A.C. 10. ALL NEW AND RELOCATED WATER MAINS SHALL BE LOCATED AT LEAST TEN FEET HORIZONTALLY FROM ALL SANITARY SEWERS, STORM SEWERS, FORCE MAINS, AND RECLAIMED WATER LINES CARRYING RECLAIMED WATER FOR RESTRICTED AREAS, AND AT LEAST THREE FEET HORIZONTALLY FROM ALL RECLAIMED WATER LINES CARRYING RECLAIMED WATER FOR PUBLIC ACCESS AREAS. ALL DISTANCES SHALL BE MEASURED FROM OUTSIDE PIPE EDGE TO OUTSIDE PIPE EDGE. 11. WHERE ANY NEW OR RELOCATED WATER MAINS CROSS ANY SANITARY SEWERS, STORM SEWERS, FORCE MAINS, OR RECLAIMED WATER LINES, THE WATER MAINS CROSS ABOVE SUCH PIPELINES WITH A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE OUTSIDE OF THE WATER MAINS AND THE OUTSIDE OF SUCH PIPELINES, OR SUCH CROSSINGS ARE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN STORM SEWER AND RECLAIM WATER MAIN COVERED UNDER PART III OF CHAPTER 62-610, F.A.C. AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAIN, OR RECLAIM WATER NOT COVERED UNDER PART III OF CHAPTER 62-610, F.A.C. 12. BACKFLOW -PREVENTION ASSEMBLIES/DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH RULE 62-555.360, F.A.C., AND THE AWWA MANUAL M14, RECOMMENDED PRACTICE FOR BACKFLOW PREVENTION AND CROSS -CONNECTION CONTROL. 13. ALL NEW AND RELOCATED WATER SERVICES SHALL BE IN CONFORMANCE WITH THE STATE PLUMBING CODE, AND ALL PIPE AND PIPE FITTINGS FOR NEW AND RELOCATED WATER SERVICES SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD, AND ALL SOLDERS AND FLUX FOR NEW AND RELOCATED WATER SERVICES SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. 14. EXISTING UTILITIES AT ALL CONNECTION POINTS AND CROSSINGS MUST BE FIELD VERIFIED. WATCH" 1. ALL WATER DISTIBUT10N SYSTEM PRESSURE PIPE SHALL HAVE A MINIMUM OF THIRTY-SIX (36) INCHES OF COVER. 2. ALL PVC WATER DISTRIBUTION SYSTEM PRESSURE PIPE TO BEAR NSF LOGO FOR POTABLE WATER USE. ALL PVC PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900 (LATEST EDITION). THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 150 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18 FOR PIPE OF NOMINAL DIAMETER FOUR (4) INCHES THROUGH TWELVE (12) INCHES. 3. THE CONTRACTOR SHALL TAKE ADEQUATE MEASURES TO ENSURE THE PROTECTION OF EXISTING ACTIVE MAINS FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, TESTING AND MAINTAINING A PRESSURE IN THE PIPING UNTIL A LETTER OF CLEARENCE IS OBTAINED FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 4. HYDROSTATIC TESTS WILL BE PERFORMED ON THE NEWLY INSTALLED POTABLE WATER DISTRIBUTION SYSTEM PRESSURE PIPE AND APPURTENANCES IN ACCORDANCE WITH ANSI/AWWA C600-93 SECTION 4. 5. WATER DISTIBUTION LINES AND SERVICES ARE SHOWN SCEMATICALLY. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT THE SYSTEM WUTH THE NECCESSARY FITTINGS, JOINTS, AND BENDS TO ALIGN THE SYSTEM IN COMPLIANCE WITH FDEP PERMIT REQUIREMENTS, AND ORLANDO UTILITY COMMISION STANDARDS AND ACCEPTANCE. 6. IN THE EVENT THAT THE POTABLE WATER SYSTEM IS CONTAMINATED (I.E. WATER DOES NOT MEET FEDERAL AND STATE REQUIREMENTS) DUE TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL BE RESONSIBLE, UNDER THE DIRECTION OF THE OWNER, OR STATE AND LOCAL REGULATORY AGENCY FOR CORRECTING ANY SUCH CONTAMINATION PROBLEM INCLUDING DISINFECTION, TESTING, AND OTHER CORRECTIVE ACTION AT CONTRACTOR'S EXPENSE. 7. STABILIZED ROADBEDS AND A SUITABLE WATER SUPPLY SHALL BE PROVIDED ON THE PROJECT WHEN AND IF COMBUSTIBLE MATERIALS ARE BROUGHT ONTO THE CONSTRUCTION SITE IN QUANTITIES DEEMED TO BE HAZARDOUS PER 602.6.1 SFPC (94' ED.) 8. HYDRANT COLOR CODING SHALL BE PAINTED IN ACCORDANCE WITH N.F.P.A. 291, THE CITY OF SANFORD. 9. FIRE PROTECTION SYSTEM SHALL BE CONSTRUCTED BY A LICENSED FIRE SYSTEM CONTRACTOR, IN COMPLIANCE WITH N.F.P.A. 24 REGULATING THE CONSTRUCTION AND TESTING OF SUCH LINES. 10. PER FS 633, THE FIRE PROTECTION MAIN MUST BE INSTALLED BY A CLASS I, II, OR V CONTRACTOR FROM THE POINT OF SERVICE TO 1 FOOT ABOVE FINISHED FLOOR GRADE. 11. THE BODY OF PUBLIC FIRE HYDRANTS SHALL BE PAINTED SILVER IN COLOR. THE BODY OF PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED IN COLOR. COLOR CODING OF THE HYDRANTS TO ILLUSTRATE AVAILABLE FIRE FLOW AMOUNTS SHALL BE ACCOMPLISHED PER THE GUIDELINES OF NFPA 291, RECOMMENDED PRACTICES FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS. 12. FIRE PROTECTION SYSTEM MAINS ON PRIVATE PROPERTY SHALL MEET THE REQUIREMENTS AND SHALL BE INSTALLED PER NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES AND/OR NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS AS ADOPTED IN THE FLORIDA FIRE PREVENTION CODE. 13. FIRE HYDRANTS SHALL BE INSTALLED SO THAT THE LARGE 4.5" (STEAMER) PORT IS FACING THE ROADWAY IT IS ACCESSED BY. 14. CLEARANCES AROUND THE PROPOSED FIRE DEPARTMENT CONNECTION MUST BE AT LEAST 7.5' IN FRONT OF AND TO EITHER SIDE OF THE APPLIANCE PER 18.3.4.2, NFPA 1 AS ADOPTED IN THE FFPC. 15 UTILITY SEPARATION NOTES: 1. WATER MAINS SHALL HAVE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN OR RECLAIMED WATER MAIN NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. WHERE SIX (6) FEET HORIZONTAL DISTANCE IS NOT ACHIEVABLE, HORIZONTAL SEPARATION BETWEEN WATER MAIN AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES, AND PREFERABLY TWELVE (12) INCHES ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPE. 2. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AS SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CH. 62-610, F.A.C., AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III CH. 62-610, F.A.C. OWNERSHIP: I. ON-SITE UTILITIES WILL BE OWNED AND MAINTAINED BY THE CITY OF SANFORD. 2. THE WASTEWATER GRAVITY MAIN AND ITS APPURTENANCES WITHIN PUBLIC RIGHT-OF-WAY WILL BE OWNED AND MAINTAINED BY THE CITY OF SANFORD. 3. THE POTABLE WATER TRANSMISSION MAIN AND ITS APPURTENANCES WITHIN PUBLIC RIGHT-OF-WAY WILL BE OWNED AND MAINTAINED BY THE CITY OF SANFORD. North 0' 20' 40' 80' 24"x36" SHEET 1" = 20' 12"x18" SHEET 1" = 40' ISK Reeves V, FAIA Kevn Ratigan, AIA. Irn A. Reeves, Assoc. AIA. 333 N Knowles Ave. Whter Pak Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, ftW 33901 239-461-3944 Corporate Reg0r1rahon No. AACOOT19 AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE 200- ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 • FAX: (407) 599-1133 CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057 www.avconinc.com Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • sheet title UTILITY PLAN • sedeti AS N01M • dcNN n CS • checked MK • gogoved R a • project no. 720 • steet C-400 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TYPICAL PRECAST WHEEL STOP DETAIL ALL WHEEL STOPS SHALL BE LOCATED 30" FROM THE CENTER OF THE WHEEL STOP TO THE FACE OF CURB, EDGE OF SIDEWALK, OR EDGE OF PAVEMENT. 1.5" TYPE S—I ASPHALT BITUMINOUS PRIME COAT SLOPE VARIES (0.02 TYP.) —' COMPACTED TO 98% ",•, FROCK BASE, COMPACTED TO 98% MAX. DENSITY (AASHTO MAX. DENSITY T-180), STABILIZE (AASHTO T-180) TOP 6" TO LBR 40 LIGHT DUTY ASPHALT PAVEMENT SECTION 3 /�/1 " TYPE S—III ASPHALT 1.5" TYPE S—I ASPHALT BITUMINOUS PRIME COAT ­`(0.02 LOPE VARIES TYP.) FILL WITH CONCRETE AND INSTALL REMOVABLE STEEL TOP CAP CAST OPEN EYE HOOK INTO CONCRETE FOR REMOVAL 6" SCH 40 STEEL PIPE, SANDBLAST, PRIME AND PAINT SAFETY YELLOW. FILL WITH CONCRETE AND STENCIL R INSTALL REMOVABLE STEEL TOP CAP. E M FINISHED GRADE OR O SURFACE OF APRON 4'-6" V A �> B CONCRETE FOUNDATION ON EACH REMOVABLE BOLLARD IN NOTE: PAINT SHALL COMPLY NTH 2" LETTERS SUCH THAT THE WORD REQUIREMENTS OF FEDERAL IS VISIBLE ABOVE EXISTING GRADE. 12" 18 SPECIFICATION TT—P-1952 LETTERS SHALL BE IN BLACK. FIXED BOLLARD DETAIL 12" SUBBASE COMPACTED TO 98%J 8" LIMEROCK BASE, MAX. DENSITY (AASHTO T-180), COMPACTED TO 98 STABILIZE TOP 6" TO LBR 40 DENSITY (AASHTO T-180) HEAVY DUTY ASPHALT PAVEMENT SECTION 1" ELASTIC CAULK 1/2" MAX. 3000 PSI CONCRETE WITH FIBER MESH REINFORCEMENT. (1.5 LB/ CY OF CONCRETE) MIN. 3000 PSI CONCRETE WITH FIBER—MESH ADDITIVE REINFORCEMENT (TYP.) 4SAWCUT " . `. T/4" 1/4 DEPTH OF SIDEWALK - 1/2- ELASTIMETRIC EXPANSION 4" JOINT MATERIAL EXPANSION JOINT DETAIL CONTRACTION JOINT DETAIL N.T.S. N.T.S. ALL SIDEWALKS SHALL HAVE EXPANSION JOINTS LOCATED AT EVERY FIFTH CONTRACTION JOINT. REFER TO PLAN AND CONTRACTION JOINT DETAIL FOR JOINT SPACING. `o I LO tO NOTE: 1. EACH SUCH PARKING SPACE SYMBOL SHALL BE CONSPICUOUSLY OUTLINED PAINTED BLUE IN BLUE PAINT, AND SHALL BE (TYP') POSTED AND MAINTAINED WITH A 0 I PERMANENT, Aj N 12' 5' 12' 12' 5' 12' m■u■m 4" 4" J 4" 2" 2" TYPICAL ACCESSIBLE STRIPING AND RAMP DETAIL N.T.S. TYPE CURE PROPOSED ASPHALTIC PAVEMENT CURB RAMP TO BE -D WITH ATED EXTENDING ZOM BACK RB BASE 00 N.T.S. 12" PARKING BY DISABLED PERMIT ONLY GROUND SIGN POLE PER F.D.O.T. INDEX # 11860 & 11861 FINISH GRADE 3/4" DIAMETER A -36M STEEL WITH 1 1/2" OPENING 8" MIN 4" SCH 40 STEEL PIPE 49-60P SANDBLAST, PRIME AND PAINT SAFETY YELLOW 3'-6" CONCRETE FOUNDATION 12" 5" NOM. I.D. SCH 40 GALVANIZED STEEL PIPE I--- ENCASEMENT 18'1 REMOVABLE BOLLARD DETAIL 1"=2.5' 4" SCH 40 STEEL PIPE, SANDBLAST, PRIME AND PAINT SAFETY YELLOW. _L WITH CONCRETE AND STALL REMOVABLE STEEL )P CAP. >URFACE OF APRON CRETE FOUNDATION DOTE: PAINT SHALL COMPLY WITH ?EQUIREMENTS OF FEDERAL L---- 18 SPECIFICATION TT—P-1952 ELEVATION 1"=2.5' 1.5" TYPE S-1 ASPHALT BITUMINOUS PRIME COAT SLOPE VARIES --- (0.02 TYP.) n v iF• J ! ! f:: fJ F/..'J S ,:..•'?. J. .. Jf /f... f ............. 8" LIMEROCK BASE IN MAX. 6" LIFTSAND COMPACTED TO 12" SUBBASE COMPACTED TO 9896 98% MAX. DENSITY (AASHTO T-180). MAX. DENSITY (AASHTO T-180), LIMEROCK BASE SHALL HAVE A MIN. LBR OF 100X. STABILIZE TO MINIMUM OF LBR 40 OR FBV OF 75 PSI ASPHALT PAVEMENT SECTION N.T.S. (SUPPORTS 32 TON FIRE APPARATUS) 1/2" EXP. JOINT, SEAL VARIES BLDG & PREFORMED FILLER (OR SOD) ASPHALT BASE -.0—o.02 SUBBASE 4" CONC. SLAB 3000 PSI O 28 DAYS, PER ACCESSIBLE PARKING SIGN DETAIL FDOT SPEC. 350 N.T.S. NOTES: 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE SYMBOL AND BORDER. 2. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 3. FTP 25 MAY BE SUBSTITUTED FOR THE FTP 26 IN AREAS WHERE SPACE IS LIMITED. 4. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (7' FROM PAVEMENT TO BOTTOM OF SIGN). L 4" CONCRETE MIN. 3000 PSI CONCRETE WITH FIBER—MESH ADDITIVE REINFORCEMENT (TYP.) SIDEWALK CURB INTERFACE DETAIL 12" SUBBASE COMPACTED TO 95X MAX. DENSITY (AASHTO T-180) RAISED CONCRETE SIDEWALK ASPHALTIC SURFACE INTERFACE N.T.S. TYPE D CONCRETE CURB N.T.S. PHALTIC /EMENT COMPACTED SUB BASE 1/2" EXP. JOINT, SEAL & PREFORMED FILLER (ADJACENT TO BLDG. FOUNDATION) MATCH TOP OF POWDER COATED Z Z = N �I CONC. BASE a 8 MIN. NOTES 1. SEE PLANS FOR SIGNAGE TYPES AND LOCATIONS 2. SIGNAGE TO CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. SIGN DETAIL N.T.S. SOD VARIES BLDG 4" CONCRETE (OR SOD) 1/2" EXP. JOINT, SEAL & PREFORMED 0.005 MIN. SLOPE FILLER (ADJACENT 1/211 TO FOUNDATION) :NJ�4s F MIN. 3000 PSI CONCRETE WITH FIBER—MESH ADDITIVE ''"``" I'`"'''' REINFORCEMENT (TYP.) SIDEWALK GRASS INTERFACE DETAIL N.T.S. *Note: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement the thickness of the lip shall be 6", unless otherwise shown on plans. RESTORATION OF FDOT TYPE "F" CURB & GUTTER N.T.S. ArchltectS and Pdms I.SK Reeves V, F,AIA Kevh Ratbm ALA Irn A Reeves, Assoc AIA 333 N. Knowles Ave. Whter Park, ROrlda 32789 (407) 647 -VM 1518 Herxlry Street Ft. Myer& Honda 33901 239-461-3944 NaCapa'ate'AAACD Redsfrc�flon AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST„ SUITE 200■ ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 ■ FAX: (407) 599-1133 CORPORATE, CERTIFICATE OF AUTHORIZATION NUMBER: 5057 www.aveowne.com Sanford Public Safety Complex Sanford, Florida Design I Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • S�'leE3t tlt�2 CIVIL DETAILS • SCCIe. AS NOT® • C1'G1Mnti CS • checked MK • goproved RV8 . C&e, 1}-7-08 • proiect no. 720 • �-,eet C -50 0 1 2 3 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE SEE NOTE 2 RESILIENT SEAT M. J. GATE VALVE WATER MAIN 6" BEDDING ROCK 4 5 ADJUSTABLE CAST IRON VALVE BOX ` BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT r _4 NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 3 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL (FlG. 400) METALLIC LOCATING TAPE METALLIC LOCATING WIRE NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 7 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC 0 E 10 ANCHORED IN CONC. PAD#4 BARS ALL 3" DIA. BRONZE AN TAMP AS REQ 'D AROUND DISC CHORED IN SEE NOTE 1CONC. PAD STAMP SIZE OF VALVE 77 AS REQ D. TYPE OF VALVE. SERVICE DIRECTION & N0. �w, OF TURNS TO J It OPEN ..-., VALVE BOX wAi> AND COVER N �.. (TYP 2500 P.S.I. nL CONCRETE MIN. " ANCHORS RESILENT SEAT— MIN. GATE VALVE UNIMPROVED CONDITION TEST COCK (TYP.) TOP FLUSH WITH FINISHED GRADE 9" ASPHALT SURFACE -- r- ------ . BASE FLOOD PLAIN 4" x 4" x 18" LONG VALVE BOX (MIN.) PRECAST POST FROM AND COVER WITH 3" DIAMETER MAIN (TYP-) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" X 18" X 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL (FIG. 107) MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 900 BEND 27 37 49 59 69 79 89 97 107 450 BEND 12 16 1 21 25 29 1 33 37 41 1 45 22-1/2 0 BEND 6 8 10 12 14 16 1 18 20 22 11-1/4 "BEND 3 4 5 6 7 8 9 10 11 PLUG OR BRANCH OF TEE 34 49 54 78 92 106 120 134 148 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE 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 SHOULD 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: WORKING PRESSURE: 150 — P.S.I. SOIL DESIGNATION: COHESIVE GRANULAR LAYING CONDITIONS: IYP.F 5 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. FROM MAIN 11 Nalco 12 NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 80 PVC OR COPPER. REDUCED PRESSURE BACKFLOW PREVENTER (FIG. 501) I RIGHT OF WAY LINE AND/OR LIMIT OF UTILITY EASEMENT I 13 BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY RESILENT SEAT GATE VALVE �NION ONLY ON COPPER 2 REQUIRED) �00 BEND 2 REQUIRED) SERVICE ^�TEWV1% DOUBLE IECK VALVE BACKFLOW !EVENTER INSTALLED ' THE CONTRACTOR 5. & Y. VALVES ESILIENT SEAT) REQUIRED) FLANGED BEND W/WELDED FLANGE FLOOD PLAIN ESTRAINED JOINT (2 REQUIRED) SERVICE ---- rWW%1%J1rWLA_ 1 11 L_„�' MJ BEND (2 REQUIRED) SUPPORT STANDS W/MEGALUGS (4 REQUIRED_) BY THE CONTRACTOR N0O THRUST BLOCKS -EXTERNAL JOINT RESTRAINTS SUCH AS MEGALUG, OR EQUAL, NOTE: PER RESTRAINT CHART ABOVE GROUND 3” AND LARGER PIPE SHALL BE FLANGED DUCTILE IRON 14 15 Architects ad PICC mrs LSK Reeves V, FAA Kevn RaHgcn AIA. Irn A Reeves, Assoc. ALA 333 K Knowles Ave. W ft Pais, Rokh 32789 (407) 647-v06 1518 Heresy Street Ft Myers, Ronda 33901 239-461-3944 =V,atlon AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE 200■ ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 ■ FAX: (407) 599-1133 CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057 www.avconinc.com Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • sheet title UTILITY DETAILS PVC PIPE LOCATING WIRE DETAIL WATER MAIN FIRE LINE DDCA (RG. 108) RESTRAINED PIPE TABLE. (FIG. 502) scc La AS NOT® (FIG. 104) • d cw R CS • Checked MK • goprOVed RVH • C&GN TFV-08 • project no. 720 0 sheet C-600 1 2 3 4 5 0 0 2 I 10 11 12 13 14 15 ArcflfteCts and PbTTerS I,SK Reeves V, FAIA Kevin Rahgarb AIA. Ian A Reeves, Assoc. ALA 33.,3 K Knowles Ave. Whter Park, Florida 32789 (407) 647 -VM 1518 Hendry street Ft Myers, Horkb 33901 239-461-3944 CopmC,leNa M 0 AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE 200 ■ ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 ■ FAX: (407) 599-1133 CORPORATF, CERTIFICATE OF AUTHORIZATION NUMBER: 5057 www.awoninc.com Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • sleet ft UTILITY DETAILS 0- • - • Cl4roved Rva • C&e 11-17-08 • project no. 720 • teet C-601 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION �� f DETAILS Q METALLIC LOCATING TAPE METALLIC LOCATING WIRE RESTRAINED PIPE TABLE, NI (M 104) FRAME AND SOLID LID, NEENAH R -1974-A (ROUND) OR EQUAL HATH CLEAR OPENING EQUAL TO PIPE INSDE DIAMETER. MANHOLE FRAME & COVER (SEE STANDARD DETAIL) 1" MAX. SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER I FINISHED PAVEMENT, �- 77 ELEVATIIONS SHOWN IN -, PVC WATER MAIN AS REQ'D TROWELLED FINISH UNPAVED AREAS. k _ OR FORCE MAIN �. 2 COURSES OF BRICK MIN. CONCRETE ENCASEMENT3'-0 1 . I ' N 4 COURSES MAX. -6" MIN MIN. ITARY 6 ALL AROUND IT MAX.. W a 1 MAX. METAWC LOCATING WIRE > INSIDE WALL OUTSIDE WALL 45' ELL o PRE -PRIMED 2 - NON PENETRATING 1-" 11 EPDXY COAL TAR COATINGS c CY JOINT SURFACES PICK HOLES 6" PVC (MIN) PER SPECIFICATIONS 4'-0" 5" MIN. w PRE -PRIMED PRE -MOLDED PLASTIC JOINT o JOINT SURFACES SEALER WITH PROTECTIVE - ao : f j WRAPPER (WRAPPER TO BE PLAN N BENCHING PER SPECIFICATIONS " D d REMOVED) MACHINED MATING SQUEEZE -OUT REINFORCEMENT AND JOINT 71- MIN. COMPLETED DETAIL TO SURFACES BE DESIGNED BY 45' ELL THE ENGINEER AND 8" MIN. JOINT WITH APPROVED BY THE " SQUEEZE ` NOTES: s s -OUT: COUNTY. 9 g" ;.: 24" t 3 8" 1-1/2" MIN. 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE �Ig �9� ------II 4-3/4" MIN. (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. SANITARY CLEANOUT BEDDING ROCK 2" MIN. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX ELEVATION 3. AND BE CAPABLE OF EXTENDING 12 ABOVE TOP OF BOX IN SUCH A sm owuxrE a>tlrrrr ururEs DEfAL MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. CAST -IN-PLACE PRECAST MONOLITHIC USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE CONCRETE BASE BASE TOP OF THE PIPE. NOTES: STANDARD MANHOLE FRAME AND COVER 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". N.T.S. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS PVC PIPE LOCATING WIRE DETAIL 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. (M 108) 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE PLAN AND SECTION STD ORANGE COUNTY UTILITIES DETAIL TEE PRECAST MANHOLE WALL INFLUENT SEWER CROWN TRENCH IN (SEE NOTE 3) UNIMPROVED AREAS TRENCH WIDTH VARIES " MIN.) (SEE TYPE B W/ SIZE OF PIPE VDDING VARIES CONCRETE ENCASEMENT AND TRENCHING 6" OF VERTICAL PIPE DETAIL FOR OTHER RESTORATION. TRENCH WIDTH VARIES TRENCH LOT LINE E WITH DROP PIPE FINISHED GRADE W SIZE OF PIPE / UNI PROVED N 6 BRANCH SEWER MAIN INLET CONNECTION (SEE NOTE 1) (3" MIN. W 6" 450 SIZE VARIES AS REQUIRED 90° BEND FINISHED GRADE (SEE NO 8 ) N z BEND WYE WITH 2" 6" BRANCH .: CLEAN-OUT REMOVABLE 6" 45° 04 SEE NOTE 1 PLUG BEND STANDARD DROP DETAIL MANHOLE m c SEE NOTE 4 z N w z WALL COMMON FILL m o TRANSITE COLLAR ENCASED ff=' PIPE O.D. z IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC � SEE NOTE 4 J W � � v PLAN (SEE NOTE 2) 12' ( ) COMMON FILL PIPE O.D. SELECT COMMON Z _ N r- I SLOPE TO 3 TERM L AT SELECT COMMON FILL z 12' (TYP.) I c, ,,,, ` DEPTH PRECAST FlLL a BEDDING ROCK �„ y COMMON CO 1.0% MIN. (IYP.) MANHOLE a ... FILL z WALL S PECIAL DETAIL FOR 24 DIAMETER PIPE BEDDING UNDISTURBED EARTH �.' a ROTATE PIPE AND LARGER (SEE NOTE 8 & 9) - - UNDISTURBED EARTH ((SEE NOTE 3) .. y° TERMINAL DEPTH 30° (TYP) SPRING LINE STEEL . ., NOTES: L_ *� AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN USE.SERVICE BAND PVC 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE NOTES: (3' MIN.)(TYP.) STAINLESS STEEL MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. SINGLE LATERAL PIPE CLAMP MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE RESILIENT 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED MAXIMUM DENSITY AS PER AASHTO T-180. CONNECTOR BY THE COUNTY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN PROFILE STANDARD PRECAST MANHOLE FOR PIPE DIAMETER 24" AND LARGER. ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. NOTES: PIPE CONNECTION 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 5. ALL PIPE AL BE INSTALLED WITH BELL FACING UPSTREAM TO THE 4. (*): 15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX. 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER DIRECTION OF THE FLOW. FOR PIPE DIAMETER 24 AND LARGER. IN ACCORDANCE WITH STANDARD PLUMBING CODE ON R W 0 P.L.. / NOTES: 7. REFER TO SEC11ON 32.5 OF THE MANUAL FOR SHEETING AND BRACING 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS IN EXCAVATIONS. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 25' MAXIMUM. THE INFLUENT SEWER. Y GRAVITY 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE DIRECTION OF THE FLOW. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING BELOW SPRING LINE. FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. IN EXCAVATIONS. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF 8. FINAL RESTORATION IMPROVED AREAS SHALL BE IN COMPLIANCE WITH WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE U SURFACE ALL APPLICABLE REGULATIONS OF GOVERNING FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH RIGHT-OF-WAY REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD SERVICE LATERAL DETAIL SUITABLE FOUNDATION. CONSTRUCTION SPECIFICATIONS. (MM4) MANHOLE CONNECTION DETAILS TYPE A BEDDING AND TRENCHING DETAIL TYPE B BEDDING AND TRENCHING DETAIL SID ORANGE COUNTY LIVERIES DETAIL (FIG. 101) (FIG. 100) ArcflfteCts and PbTTerS I,SK Reeves V, FAIA Kevin Rahgarb AIA. Ian A Reeves, Assoc. ALA 33.,3 K Knowles Ave. Whter Park, Florida 32789 (407) 647 -VM 1518 Hendry street Ft Myers, Horkb 33901 239-461-3944 CopmC,leNa M 0 AVCON, INC. ENGINEERS & PLANNERS 5555 E. MICHIGAN ST., SUITE 200 ■ ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 ■ FAX: (407) 599-1133 CORPORATF, CERTIFICATE OF AUTHORIZATION NUMBER: 5057 www.awoninc.com Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • sleet ft UTILITY DETAILS 0- • - • Cl4roved Rva • C&e 11-17-08 • project no. 720 • teet C-601 3 0 5 1.1 7 10 LANDSCAPE NOTES: I. it the event of variation between the quantities shown on the plant list and the plans shall control, Sod quantity take -offs are the responsibility of the landscape contractor. 2. No plant material substitutions shall be permitted or will be accepted without the written consent of the Landscape Architect_ 3. Fertilizer shall be applied to all planting areas at the rate of 1 1/2 (bs of actual nitrogen, 1 1/2 lbs_ of actual phosphorus, and 1 1/2 lbs_ of actual potash per 1000 square feet of planting area. 4. All plantings shall be backfilled with a mixture of 2/3 of the best of the on-site soil and 1/3 peat moss. 5. The landscape contractor is responsible for the immediate repair, at his/her own expense, to any on-site utilities damaged by these landscape construction operations. 6. The landscape contractor is responsible for the immediate repair at his/her own expense, to any buildings or structures damaged by these landscape construction operations. 1. It is the responsibility of the landscape contractor to prevent plants from falling or being blown over. The landscape: contractor shall straighten, repair, and/or replace any plants damaged by a failure to properly stake or guy any trees on-site, at his/her own expense. The landscape contractor shall not be responsible for any trees blown over or damaged by winds in excess of 50 miles per hour_ 8. Unless otherwise stated on these plans, the landscape contractor shall only be responsible for fine grading of the planting and sodding areas. Fine grading is described as the final .10 for of grade to be achieved. 9. The landscape contractor shall assure that this work does not interrupt existing or projected drainage patterns. 10. All sod must be placed with staggered joints, tightly y butted, with no gaps or overlapping pieces. All sod shall be rolled. 11. All planting beds shall be top dressed with 2 1/2" - 3" of pine bark nugget mulch. 12. The landscape contractor shall remove his/her excess waste material from the project site on a daily basis. of final acceptance 13. Maintenance shall be the responsibility of the landscape contractor until such time as the project has been granted by the Landscape Architect. Maintenance shall include watering, mulching, weeding, pruning, replacement of dead and dying plants, cutting sod and any other operation necessary for the proper care of these plants. 14. All trees, shrubs, ground covers and sod shall be guaranteed for one year from date of substantial completion of this project. Replacement of material shall be guaranteed for an additional one year. 15. The landscape contractor shall not be responsible to honor any warranty for the loss of any trees, shrubs, ground covers, or sod caused by flooding, fire, freezing temperatures, winds over 50 mTles per hour, lightning or any other natural disaster. The landscape contractor is also not responsible for any damage caused by vandalism or negligence on the part of the owner_ 16. All plant material shall be Florida Number 1 or better in quality as described in Florida Grades and Standards for Nursery Plants, Florida Department of Agriculture_ 11. The Landscape Architect shall have the right, at any time during these operations to reject any and all plant material and workmanship which in his/her opinion does not meet the requirements of these specifications. v (WIRE LOCATION) PROTECT TREE W 1/2' m BLACK RUBBER HOSE ABOVE FIRST MAIN LIMBS FINISHED GRADE NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION 0 -10 GAUGE WIRE Vx4'xV STAKES BURIED 3' BELOW SURFACE W/ HT, PLASTIC FLAG. WHITE PLASTIC FLAG ABOVE GALV. TURNBUCKLE 4'-0' ABOVE GROUND, TYP, 2' MIN. MULCH, TYP. SOIL BERM TO HOLD WATER, 6' TYP. .., — PREPARE PLANTING SOIL AS SPECIFIED 6: A ; 6' CLEAN COARSE BUILDERS SAND LARGE TREE DETAIL N.T_S, PROTECT TREE TRUNK W/ 1/2" DIA. BLACK RUDWR HOSE 010 6AU6E WIRE, GUY TO p STRONGEST TRUNK AT CENTER 1 THROE - 2"x4"x8' STA4KOS MULTI TRUNi< TREE DETAIL N.T.S. MULCH, 2" MIN. (1`rr) SO I L BERM TO HOLD WATER, 6" ATISHED &RADE (See GRADING PLAN) PREPARE PLANTING SOIL AS SPCCIRIED 6" CLEAN COARSE BU I LDERS SAND NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION TRACTOR SHALL JRE PERCOLATION OP PLANTING PITS / BODS 1t TO INSTALLATION (3) EQUALLY SPACED 2'x4' WOOD BRACES - P.T. NAIL (DRILL 4 NAIL IF NECESSARY) TO BATTON$ 4 2x4 STAKES FLAG AT MIDPOINT 4 BASE NOTE: –CaqTiRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRiOR TO INSTALLATION 12 5A5AL PALM N.T,S_ MULCH, 2" MIN. (TYP) SOIL BERM TO HOLD WATER, V TYP. PREPARE PLANTING SOIL AS SPEC'D. WHEN GROUND 4 SHRUBS, ARE USED IN MASS, ENTI RL OEM TO BE EXCAVATED TO ROCEIVE PLTS SOIL 4 PLANT MATERIAL, EXCEPT AS 6PEC'D. 514RU8 AND GROUNDGOYER DETAIL N T,5. 13 NOTE; FINAL TREE STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION TWO LAYERS OF BURLAP TO PROTECT TRUNK TWO STEEL BANDS TO SECURE BATTONS (5) 2'x4'x18' WOOD BATTONS 2'x4' WOOD STAKE MULCH, 2' MIN. (TYP-) SOIL BERM TO HOLD WATER, 6' TYP. FINISHED GRADE (SEE GRADING PLAN) PREPARE PLANTING SOIL AS SPECIFIED EXISTING TREE BARRICADE N.T.S_ 15 4X4PTP :)RAN6O CONST. 'ENCIN6 BARRICADE � TO SURROUND TREE EXCEPT WHERE INDICATED ON PLAN 0 C D Architects and Planners IS,K, Reeves V, F.A.I.A. Kevin Ratigan, A,I,A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Pak, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AAC001197 r HERBERT AND COMPANY, INC. tle5,407 422 84 F ISanford Public Safety Complex • revisions J sheet title LANDSCAPE DETAILS • scale: - • drawn, M -I • checked; RP K • approved: RP • date: TI -n-08 • project no. 720 Sanford, Florida 50% Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings, These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first H obtaining written permission and consent. • revisions J sheet title LANDSCAPE DETAILS • scale: - • drawn, M -I • checked; RP K • approved: RP • date: TI -n-08 • project no. 720 1 2 3 4 5 6 7 8 DESIGN CRITERIA D1 ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE FLORIDA BUILDING CODE, 2004 EDITION WITH 2006 REVISIONS. D2 FOR DESIGN LOAD VALUES, SEE SPECIFIC PLANS: FOUNDATION SHEET 5-1.01 FLOOR FRAMING SHEET 5_1.02 ROOF FRAMING SHEET 5-1.03 D3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE. D4 EVERY REASONABLE EFFORT HAS BEEN MADE TO ENSURE COORDINATION BETWEEN THESE DUGS AND THE BOUND STRUCTURAL SPECIFICATIONS. SHOULD THERE BE ANY DISCREPANCIES, THE CONTRACTOR SHALL REQUEST A CLARIFICATION IN WRITING. GENE RAL GI THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. G2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. G3 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. G4 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED AND SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. G5 ALL SUBMITTAL SETS SHALL CONSIST OF A MAXIMUM OF (5) COPIES. ANY ADDITIONAL COPIES WILL BE DISCARDED. G6 ANY SUBMITTALS RECEIVED BY ARCH/ENG THAT HAVE NOT BEEN CHECKED BY THE GC AND HIS SUBCONTRACTOR SHALL BE RETURNED WITHOUT REVIEW. G� ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL OR SIMILAR UNLESS ANOTHER SECTION OR DETAIL IS NOTED. GS ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND DESIGN DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN UNLESS DETERMINED OTHERWISE BY THE ARCHITECT. GC3 'BBM STRUCTURAL ENGINEERS' ASSUMES NO RISK OR LIABILITY FOR THE SITE SAFETY OR WELL-BEING OF ANY CONTRACTOR, SUBCONTRACTOR NOR THEIR EMPLOYEES DURING THE CONSTRUCTION OF THE PROJECT CONTAINED IN THESE DOCUMENTS. G10 GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL SUPPLY ALL SUB -CONTRACTORS WITH THE STRUCTURAL GENERAL NOTE SHEETS AS WELL AS THE STRUCTURAL DRAWINGS. Gil THE STRUCTURAL STEEL AND OPEN WEB STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN FULL CONFORMANCE WITH THE 'OSHA STEEL ERECTION STANDARD'. IF THE CONSTRUCTION DRAWINGS DEVIATE FROM THE OSHA STANDARD THEN THE FABRICATOR SHALL PROVIDE SUBMITTALS THAT CLEARLY INDICATE THE DEVIATION WITH A REVISION CLOUD AND REQUEST APPROVAL FROM 'BBM' TO MAKE THE CHANGE SO THAT CONFORMANCE WITH THE OSHA STANDARD IS ASSURED. G12 CONTRACTOR'S MEANS AND METHODS SHALL FULLY CONFORM TO THE REQUIREMENTS OF SEVASCE 3-1 (DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION) UNTIL ALL OF THE STRUCTURAL ELEMENTS ARE IN PLACE AND HAVE RECEIVED THE INSPECTOR'S APPROVAL. FOUNDATIONS F1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY -STANDARD SOIL DENSITY TESTS TO ENSURE CONFORMANCE WITH GEOTECHNICAL SOILS REPORT. SUBMIT REPORTS TO ARCHITECT AND ENGINEER F2 CONTRACTOR, IN CONJUNCTION WITH GEOTECHNICAL FIELD REPRESENTATIVE, SHALL DETERMINE IF ANY UNSUITABLE CONDITIONS ARE DISCOVERED DURING EXCAVATION WHICH WOULD PREVENT ATTAINMENT OF THE DESIGN SOIL PRESSURE RECOMMENDED BY THE SOILS REPORT. F3 FOR FOUNDATION DESIGN VALUES, SEE FOUNDATION SCHEDULE. SLAB ON GRADE SOG1 UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT, COMPACT INTERIOR FILL TO 9596 OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1551). SOIL COMPACTION SHALL BE FIELD -CONTROLLED BY A REPRESENTATIVE TECHNICIAN OF A QUALIFIED LABORATORY. EACH LAYER OF FILL SHALL NOT EXCEED 12' THICK AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF NEXT LAYER. SOG2 MAXIMUM SPACING OF CONTROL JOINTS (i.e. SAWCUT JOINT OR CONSTRUCTION JOINT) SHALL BE AS SET IN THE TABLE BELOW, OR AS NOTED ON PLANS. THE MORE STRINGENT SHALL APPLY. PATTERNS SHALL BE APPROXIMATELY SQUARE WITH A RATIO OF LONG SIDE TO SHORT SIDE NOT EXCEEDING 1.5 TO 1. SLAB THICKNESS (IN) 3/4' OR LARGER AGGREGATE SPACING (FT) 4 12 5 13 6 14 '1 AND GREATER 15 * MIX DESIGNS CONTAINING AGGREGATE LESS THAN 3/4' ARE NOT ACCEPTABLE. * * SAWCUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). L_50*34 ENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SJ'S ND CJ'S WITH ARCHITECTURAL FLOOR FINISHES TO ENSURE SLAB JOINTS O NOT READ THROUGH. LAB THICKNESS SHALL BE INCREASED AS REQUIRED TO PROVIDE DEQUATE SUPPORT FOR CRANE LOADS WITHOUT CRAG ING SLAB. CONCRETE AND REINFORCING Cl A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER C2 CONCRETE WORK SHALL CONFORM TO ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. C3 ALL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: C4 C5 C6 C7 LOCATION 28 DAY STRENGTH SLUMP COARSE AGGREGATE(S) FOUNDATIONS 3000 PSI 4' +/- 1' 1' SLAB -ON -GRADE: FOOT TRAFFIC 3000 PSI 4' +/- 1' 1' 014 AND *18 BARS: 4000 PSI *'ll BAR AND SMALLER: 3/4' SLAB -ON -GRADE: INDUSTRIAL (MIN CEMENT 4' +/_ 1' 3/8' 4 1' VEHICULAR TRAFFIC CONTENT = % BAR AND LARGER: 3/4' *5 BAR, W31, OR P31 WIRE AND SMALLER: 520 ° ALL OTHER CONCRETE 3000 PSI 6' +/- 1' 3/8' TIE BEAMS AND TIE COLUMNS 3000 PSI 6' +/- 1' 3/8' (MAX 50' BETWEEN COLD JOINTS) THAT IN FDN SCH BEAMS AND COLUMNS 4000 PSI 4' +/- 1' 1' TILT PANELS 4000 PSI 4' +/- 1' 1' GROUT UNDER TILT -UP PANELS 4000 PSI 8' TO 11' NONE ELEVATED SLABS (FORMED) 4000 PSI 4' +/- 1' 3/8' 41, ELEVATED SLABS (MTL DECK) 3000 PSI 4' +/- 1' 3/8' 41, FILLED CELL, PRECAST COARSE LINTELS 4 BOND BEAM GROUT 2500 PSI 8' TO 11' GROUT: 3/8' FINE GROUT - (ASTM C416) - SEE NOTE 2 NONE NOTES: I. SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4. 2. SEE MASONRY NOTE M21 FOR TESTING REQUIREMENTS OF GROUT TO BE USED TO FILL CORES OF CMU. CONCRETE MIX DESIGN SUBMITTALS: I. EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (I.E. FOUNDATIONS, SLAB - ON -GRADE, COLUMNS, ETC.). FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. 2. PROPOSED MIX DESIGN SHALL BE IN ACCORDANCE WITH METHOD 1 OR METHOD 2 OF ACI 301. PROVIDE SUPPORTING DATA IN TABULAR FORM FOR EACH SEPARATE PROPOSED MIX. 3. SUBMIT CONCRETE MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. REBAR SHALL CONFORM TO ASTM -615 GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE LAPPED MINIMUM ONE MESH + 2' WHERE SPLICED. ALL REINFORCING SHALL BE DOMESTICALLY PRODUCED. SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): WELDED WIRE FABRIC: 8' ALL OTHER: 48 DIA (12' MIN) REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED 48 BAR DIA AT SPLICE UNLESS OTHERWISE NOTED. HOOK AND LAP ALL COMER AND INTERSECTING BARS. (SEE REINF DEVELOPMENT DETAIL) 1 484, LAP SPLICE (TYP) .�4/�:. EXTEND INTERIOR BARS TO FAR FACE (TYP, NO HOOKS • I� OR CORNER BARS REQ -D) d' STD HOOK (TYP) .' 4 .1 CORNER BAR (TYP) - MATCH OF HORIZONTAL BARS (TYP) .. ; 4 4 A. d d .I Ld: 4 d + I ,d + L+ A ..."1 •: 0' a (TYP) dd,I' .. IN: . 6. a 4. . SEE GEN NOTES FOR REQ'D COVER (TYP) CORNER INTERSECTION REINF DEVELOPMENT DETAIL. CS COVER FOR REINFORCING SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3' CONCRETE EXPOSED TO EARTH OR WEATHER: OPTION 2B % THRU *16 BARS: 2' *5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2' CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, JOISTS: WALL- SEE 014 AND *18 BARS: 1 1/2' *'ll BAR AND SMALLER: 3/4' BEAMS, COLUMNS: PLAN PRIMARY REINF, TIES, STIRRUPS, SPIRALS: 1 1/2' SHELLS, FOLDED PLATE MEMBERS: FDN % BAR AND LARGER: 3/4' *5 BAR, W31, OR P31 WIRE AND SMALLER: 1/2' 9 10 11 12 13 14 15 CS FOOTING PENETRATION DETAILS: PC U -LINTEL W/ 8' 5R3 EA END, RE INF W/ (2) 05 (FILLED SOLID W/ CONC) — TYP WALL REINF EA END OF LINTEL SCHEDULED FTG RE INF —, NOTES: 1. GC SHALL CONTACT ENGINEER IF OPENING SIZE AND/OR SPACING EXCEEDS THAT SHOWN. 2. WRAP PIPES) WITH A MINIMUM 1' THICK COMPRESSIBLE PIPE INSULATION FOR ENTIRE WIDTH OF FTG + 4' MIN EACH SIDE. GROUT VOID SOLID. t/ Gtr CI CCC Crawl bl A%,l OPTION 1 (FTG OPENING) TYP FTG RE INF NOTE: MATCH TYP PIPE MUST BE SO* FTG RE INF (t 10') TO WALL FTG WRAP PIPE WITH A MINIMUM 1' THICK MIN 18' COMPRESSIBLE PIPE INSULATION FOR lo ENTIRE WIDTH OF FTG + 4' MIN EACH SIDE T/ FTG EL Z d 4 . SEE FDN 4 d '•n �l1 • A PLAN ' 4•- .,4 .. 4• Z 6' MIN OPTION 2A (FTG AFTER PIPE TYP FTG RE INF NOTE: MATCH TYP PIPE MUST BE 90' FTG REINF (t 10') TO WALL FTG SLEEVE (2 SIZES LARGER MIN 18'r�VOF THAN PIPE) FOR ENTIRE WIDTH 'I�"�' FTG + 4' MIN EACH SIDE SEE FDN PLAN HOOK EDGE BAR - 2' )i"` ��2 ADDI L BAR *5x5' -0 PLANVIEW / I < FTG 4 WALL DOWNSPOUT, F I �—T COORDINATEWALL - SEE WITH ARCH'L FOUNDATION PLAN AND CIVIL DWGS CONFIGURATION OF PIPE MAY VARY. COORD W/ CIVIL DWGS. ADD'L BAR, SEE ABOVE SEE FDN PLAN SEE FDN SCH (TYP) OPTION 3 (NOTCH IN FTG) DETAIL - FOOTING PENETRATIONS CIO STEPPED FOOTING DETAIL (IF REQUIRED): TILT -UP PANELS 11 MIN GROUT SOLID OPTION 2B (FTG BEFORE PIPE LOCATION 2' CLR T/ FTG WALL FOOTING, SEE WALL- SEE FOUNDATION PLAN FOUNDATION T/ FTG AND SCHEDULE FOR PLAN EL SE SIZE AND REINF. FDN d PLAN HOOK EDGE BAR - 2' )i"` ��2 ADDI L BAR *5x5' -0 PLANVIEW / I < FTG 4 WALL DOWNSPOUT, F I �—T COORDINATEWALL - SEE WITH ARCH'L FOUNDATION PLAN AND CIVIL DWGS CONFIGURATION OF PIPE MAY VARY. COORD W/ CIVIL DWGS. ADD'L BAR, SEE ABOVE SEE FDN PLAN SEE FDN SCH (TYP) OPTION 3 (NOTCH IN FTG) DETAIL - FOOTING PENETRATIONS CIO STEPPED FOOTING DETAIL (IF REQUIRED): TILT -UP PANELS MATCH 6' FTG tNIG4di=55 FTG REINF (SEE SCH) DETAIL - STEPPED FOOTING C11 BASE CONSTRUCTION PRICE SUBMITTED BY CONTRACTOR/SUBCONTRACTOR SHALL INCLUDE 10000 OF BOTH *5 AND % REINFORCING STEEL AND 100 MAN HOURS (TOTAL) OF LABOR FOR INSTALLATION OF THIS REINFORCING AS DIRECTED BY THE ARCHITECT/ENGINEER C12 TERMINATE ALL DISCONTINUED ELEVATED SLAB TOP BARS WITH A 180 DEGREE STANDARD HOOK UNLESS OTHERWISE NOTED. C13 CONTINUOUS TOP BARS SHALL BE SPLICED AT MID - SPAN. CONTINUOUS BOTTOM BARS SHALL BE SPLICED AT CENTER -LINE OF SUPPORTS (OR AS SHOWN ON TYPICAL DETAILS). �- ELEVATION SYMBOL O GRID ID 40 NORTH ARROW Aj REVISION MARK � TYPICAL PLAN KEYNOTE SYMBOL SECTION CUTS NUMBER FOR SECTION LETTER FOR DETAIL SHEET ON WHICH SECTION OR DETAIL OCCURS SECTION & DETAIL ID NUMBER FOR SECTION LETTER FOR DETAIL TITLE SHEET NUMBER TYPICAL LINETYPES GRID LINE ---------------------------- EXISTING -- MATCH LINE ___________________ HIDDEN — DASHED CONTINUOUS MATERIALS 8' CMU LOAD 8' CMU NON- GROUT BEARING LOAD BRCS WALLS ION WALLS(ON PLANS) PLANS) PRECAST CONCRETE STEEL �� EARTH CONCRETE SYMBOL LEGEND - A D C 0 C Ps �c Architects and PIm'lerS LSK, Reeves V, F,AIA, Kevin Ratigan, A.I.A. Icn A Reeves, Assoc, AIA, 333 N Knowles Ave, Wnter Park, Ronda 32789 (407) 647-V06 1518 Hencty Street Ft. Myers, Rorldo 33901 239-461-3944 = B -B-M Orlando . Boca Raton P: 407 -645. 3423 F: 407 -645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructurol.com E85343 Bora Erbilen P.E. /55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "88M STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F ISanford Public Safety Complex City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his COrfYYlOr1ICM/ a:opyrlght Cnd Other property rights n these drawngs. These ctawi-lgs shall not be reprodt,rced without written permission and consent H of the architect, nor cre they to be assigned to any party without t fist obta yg written permssion cnd consent, • revisions sheet ti11e STRUCTURAL GENERAL NOTES • scale) SHOWN • drawn, - NN checked - K • approved - • date. 10-22-08 • project no. 720-04 DESIGN DEVELOPMENT . sheet S-0.01 NOV. 17, 2006 GROUT SOLID SEE PLAN FOR 360 LAP 10, LOCATION 2' CLR T/ FTG EL SEE ° FDN PLAN T/ FTG ' ' ; d 3' CLR EL SE . ., . , d. .�. ' ' (TYP) FDN d PLAN ° �a. d FTG RE INF (SEE SCH) dl 4 1 REINF SAME AS THAT IN FDN SCH MATCH 6' FTG tNIG4di=55 FTG REINF (SEE SCH) DETAIL - STEPPED FOOTING C11 BASE CONSTRUCTION PRICE SUBMITTED BY CONTRACTOR/SUBCONTRACTOR SHALL INCLUDE 10000 OF BOTH *5 AND % REINFORCING STEEL AND 100 MAN HOURS (TOTAL) OF LABOR FOR INSTALLATION OF THIS REINFORCING AS DIRECTED BY THE ARCHITECT/ENGINEER C12 TERMINATE ALL DISCONTINUED ELEVATED SLAB TOP BARS WITH A 180 DEGREE STANDARD HOOK UNLESS OTHERWISE NOTED. C13 CONTINUOUS TOP BARS SHALL BE SPLICED AT MID - SPAN. CONTINUOUS BOTTOM BARS SHALL BE SPLICED AT CENTER -LINE OF SUPPORTS (OR AS SHOWN ON TYPICAL DETAILS). �- ELEVATION SYMBOL O GRID ID 40 NORTH ARROW Aj REVISION MARK � TYPICAL PLAN KEYNOTE SYMBOL SECTION CUTS NUMBER FOR SECTION LETTER FOR DETAIL SHEET ON WHICH SECTION OR DETAIL OCCURS SECTION & DETAIL ID NUMBER FOR SECTION LETTER FOR DETAIL TITLE SHEET NUMBER TYPICAL LINETYPES GRID LINE ---------------------------- EXISTING -- MATCH LINE ___________________ HIDDEN — DASHED CONTINUOUS MATERIALS 8' CMU LOAD 8' CMU NON- GROUT BEARING LOAD BRCS WALLS ION WALLS(ON PLANS) PLANS) PRECAST CONCRETE STEEL �� EARTH CONCRETE SYMBOL LEGEND - A D C 0 C Ps �c Architects and PIm'lerS LSK, Reeves V, F,AIA, Kevin Ratigan, A.I.A. Icn A Reeves, Assoc, AIA, 333 N Knowles Ave, Wnter Park, Ronda 32789 (407) 647-V06 1518 Hencty Street Ft. Myers, Rorldo 33901 239-461-3944 = B -B-M Orlando . Boca Raton P: 407 -645. 3423 F: 407 -645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructurol.com E85343 Bora Erbilen P.E. /55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "88M STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F ISanford Public Safety Complex City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his COrfYYlOr1ICM/ a:opyrlght Cnd Other property rights n these drawngs. These ctawi-lgs shall not be reprodt,rced without written permission and consent H of the architect, nor cre they to be assigned to any party without t fist obta yg written permssion cnd consent, • revisions sheet ti11e STRUCTURAL GENERAL NOTES • scale) SHOWN • drawn, - NN checked - K • approved - • date. 10-22-08 • project no. 720-04 DESIGN DEVELOPMENT . sheet S-0.01 NOV. 17, 2006 1 2 3 4 5 6 7 R STEEL JO f STS 5J1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER SJ2 ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS AND BRIDGING SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT SPECIFICATIONS OF STEEL JOIST INSTITUTE AND RECOMMENDED CODE OF STANDARD PRACTICE. SJ3 THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALL$ OR BEAMS SHALL BE ANCHORED TO THE WALL OR BEAM. SJ4 ALL STEEL JOISTS ARE TO BE CAMBERED AS SPECIFIED BY STEEL JOIST INSTITUTE. SJ5 PROVIDE BOTTOM AND/OR TOP CHORD EXTENSIONS AS SHOWN ON DRAWINGS. SAO UNLESS NOTED OTHERWISE, MINIMUM JOIST BEARING SHALL BE 2 1/2' FOR K -SERIES JOISTS, 4' FOR LH, DLH AND SLH 15-18, AND 6' FOR SLH 19-25 ON A STEEL MEMBER OR EMBED PLATE. SJ1 BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE SJ 1 STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. Sia ALL HANGERS, CURBS AND/OR ROOFTOP FRAMES TO SUPPORT MECHANICAL EQUIPMENT, ETC., TO BE SUPPORTED BY THE JOISTS SHALL BE LOCATED AT THE PANEL POINTS OF THE JOISTS. IF THE CONCENTRATED LOAD MUST BE LOCATED FURTHER THAN 6' FROM A PANEL POINT, PROVIDE JOIST STIFFENERS. L24x3/16 JOIST STIFFENERS MUST BE INSTALLED FROM LOAD TO OPPOSITE CHORD PANEL POINT BEFORE LOAD 18 APPLIED. SEE DETAIL BELOW: CONCENTRATED LOADING ADD'L WEB ANGLE READ WHEN GREATER THAN 6' nOn l� ADD'L WEB ANGLE FROM LOAD POINT CONCENTRATED TO OPPOSITE SUSPENDED PANEL POINT LOADING DETAIL AT CONCENTRATED LOAD SJS CONTRACTOR TO FURNISH BAR JOIST CERTIFICATIONS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. THE SPECIALTY ENGINEER FOR THE STEEL JOIST SUPPLIER SHALL ALSO CERTIFY THAT THE STEEL JOIST BOTTOM CHORDS WILL SAFELY RESIST THE WIND UPLIFTS, CONSIDERING THE SPACING OF BRIDGING. $J10 PROVIDE UPLIFT 5RIDGING PER TABULATED PRESSURES ON SHEET 5-500 SJ11 ALL ITEMS SUSPENDED FROM JOISTS (I.E. CATWALKS, BALCONIES, OPERABLE PARTITIONS, ETC.) SHALL BE INSTALLED AFTER DEAD LOAD HAS BEEN APPLIED. SJ12 BOLTED TIE JOISTS (BTJ) ARE USED IN STEEL FRAMES WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS. JOIST(S) AT COLUMN LINES SHALL BE FIELD BOLTED AT THE COLUMNS WITH TWO 1/24, BOLTS TO PROVIDE LATERAL STABILITY DURING CONSTRUCTION. SJ13 STEEL JOISTS SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. SJ14 ANY STEEL JOIST WITHIN A 4'-0' DISTANCE FROM A PARALLEL SUPPORT SHALL BE FABRICATED IN SUCH A WAY THAT CAMBER OF THE JOIST WILL NOT CAUSE A PROBLEM INSTALLING THE METAL DECK. SJIS IN THE EVENT THAT FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT, THE STEEL FABRICATOR SHALL PROVIDE A DIMENSIONED JOIST BRIDGING AND JOIST GIRDER BOTTOM CHORD BRACE PLAN ALONG WITH DETAILS TO THE SPRINKLER CONTRACTOR THE FABRICATOR AND SPRINKLER CONTRACTOR SHALL COORDINATE WITH EACH OTHER TO ENSURE THAT ANY CONFLICTS ARE RESOLVED BEFORE ANY FABRICATION BEGINS. SJ16 ALL PIPES MUST BE SUPPORTED AS SHOWN BELOW: BEAM CLAMP (TYP) I JOIST - SEE PLAN ALL -THREAD ROD (TYP) 4'-0PIPE TRAPEZE e 10' -0' OC MAX HANGER RING (TYP) F I 51 OR (014, PIPE 44 AND SMALLER -- PARALLEL TO PIPES MAY BE _- JOISTS REQUIRES SUPPORTED FROM TRAPEZE A SINGLE JOIST. PROVIDE HANGERS AT 10'-0' OC MAX FOR PIPES PERPENDICULAR TO JOISTS - PROVIDE HANGERS AT EVERY JOIST FOR 54 AND 6'0 PIPES, AND AT EVERY OTHER JOIST FOR 44 AND SMALLER PIPES NOTES: I. LOCATE HANGERS WITHIN 6' OF THE JOIST TOP CHORD PANEL POINTS. 2. PIPES LARGER THAN &$ WALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF JOISTS. INCLUDE LOCATION OF PIPE AND PREFERRED HANGING DETAIL IF OTHER THAN INDICATED ABOVE. JOISTS SHALL BE SPECIALLY DESIGNED BY THE FABRICATOR TO SUPPORT PIPES LARGER THAN 6'. THE WEIGHT OF THE PIPES LARGER THAN 6' IS NOT INCLUDED IN THESE DOCUMENTS UNLESS SPECIFICALLY INDICATED OTHERWISE. COORDINATE WITH APPLICABLE TRADES. 3, DESIGN OF LATERAL BRACING FOR SUSPENDED PIPES IN SEISMIC AREAS SHALL BE SUBMITTED t0 ARCHITECT FOR APPROVAL. 4, PIPES SUSPENDED IN CONFORMANCE WITH THIS DETAIL WILL LIMIT THE PIPE SYSTEM WEIGHT TO 3.5 PSF EQUIVALENT DISTRIBUTED LOAD. TYPICAL PIPE HANGER DETAIL SJ11 FABRICATOR SHALL ENSURE THAT ALL OSHA REQUIREMENTS ARE MET. PARTICULAR ATTENTION SHALL BE PAID TO THE ERECTION PROCESS, BOLTED CONNECTIONS MAY BE REQUIRED. SUBMIT DETAILS FOR APPROVAL. SJ18 THE JOIST MANUFACTURER MAY NOT INCREASE ALLOWABLE STRESSES. $J19 THE OPEN WEB STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN FULL CONFORMANCE WITH THE 'OSHA STEEL ERECTION STANDARD'. IF THE CONSTRUCTION DRAWINGS DEVIATE FROM THE OSHA STANDARD THEN THE FABRICATOR SHALL PROVIDE SUBMITTALS THAT CLEARLY INDICATE THE DEVIATION WITH A REVISION CLOUD AND REQUEST APPROVAL FROM BBM TO MAKE THE CHANGE 50 THAT CONFORMANCE WITH THE OSHA STANDARD 16 ASSURED. SJ20 THE SUPPORTS FOR SCISSOR, ARCHED CHORDS OR ANY OTHER SIMILAR TYPE JOIST, UNLESS NOTED OTHERWISE, SHALL BE DESIGNED WITH A PINNED CONNECTION AT ONE END AND A HORIZONTAL ROLLER AT THE OTHER END. THE SUPPORTING STRUCTURE, UNLESS NOTED OTHERWISE, HAS NOT BEEN DESIGNED FOR ANY GRAVITY LOAD HORIZONTAL FORCE DUE TO DEFLECTION. DO NOT DESIGN THESE TYPE OF JOISTS WITH PINNED SUPPORTS EACH END. SJ21 K -SERIES STEEL JOISTS WITH SPANS 40'-0' AND LONGER SHALL BE ERECTED IN PANELS 50 THAT BOLTED CONNECTIONS ARE NOT REQUIRED (EXCEPT AT THE COLUMN LINES). THE GC SHALL INSURE THAT ALL RELATED JOIST FRAMING COMPONENTS ARE COORDINATED TO MEET THIS REQUIREMENT. STRUCTURAL STEEL SSI A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER 852 FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE RISC 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS'. SS3 MATERIAL SPECIFICATIONS: ALL STEEL SHALL BE PRODUCED DOMESTICALLY. ROLLED SHAPES, PLATES AND BARS: ASTM A36, EXCEPT WIDE -FLANGE 4 WT SECTIONS, WHICH SHALL BE ASTM AS82. HOLLOW STRUCTURAL SECTION (HSS): ASTM A500, GRADE B. ANCHOR BOLTS, RODS, NUTS AND WASHERS: PER BASE PLATE SCHEDULE. HEADED STUDS: ASTM A108, GRADE 1015 THROUGH 1020, COLD -FINISHED CARSON STEEL, AWS D1.1, TYPE 5. BOLTED STRUCTURAL CONNECTIONS: UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE 3/44, ASTM A325, TYPE N. BOLTS INDICATED LESS THAN 5/8'0 SHALL BE ASTM A301. WELDED CONNECTIONS: ELECTRODES - El0XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/16' UNO, SS4 HIGH-STRENGTH FIELD -BOLTED CONNECTIONS SHALL BE INSTALLED, TIGHTENED, TESTED AND INSPECTED ACCORDING TO 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4S0 BOLTS' BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC). ALL A325N 5OLTS SHALL 5E BROUGHT TO A 'SNUG -TIGHT' CONDITION, AS DEFINED IN THE SPECIFICATION. SLIP -CRITICAL CSC) BOLTS MUST BE FULLY TENSIONED PER SPECIFICATION. 0 STRUCTURAL STEEL In 565 THE SHEAR CONNECTIONS HAVE BEEN DESIGNED AND THE NECESSARY INFORMATION MAY BE FOUND IN THE SCHEDULES. THE DOUBLE ANGLE/DOUBLE SHEAR CONNECTIONS SHALL BE USED FOR ALL GIRDERS AND THE SINGLE ANGLE/SINGLE SHEAR CONNECTIONS SHALL BE USED FOR ALL BEAMS. THE ULTIMATE (Lis. FACTORED) REACTIONS HAVE BEEN PROVIDED AT EACH END OF EACH MEMBER SHOULD THE FABRICATOR WISH TO RE-ENGINEER THE CONNECTIONS TO THEIR PREFERENCES. SHOULD THE FABRICATOR WISH TO RE-ENGINEER THE CONNECTIONS, THEY MUST PROVIDE SUBMITTALS THAT HAVE BEEN PREPARED AND SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE SAME STATE AS THE PROJECT LOCATION. SS6 BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED. $$1 ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF 'THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION' OF THE AMERICAN WELDING SOCIETY. SS8 GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT (5000 PSI MIN). S59 SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES. $510 ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS. 5511 STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. SS12 STEEL BEAMS SHALL BE CAMBERED AS INDICATED ON THE FRAMING PLAN(S). IF NO CAMBER IS SPECIFIED, THE FABRICATOR SHALL ENSURE THAT THE 'NATURAL' CAMBER IN ALL ERECTED BEAMS OCCURS IN AN UPWARD DIRECTION. $513 ALL STEEL BEAMS THAT ARE PARALLEL TO BAR JOISTS SHALL BE CAMBERED TO MATCH THE JOIST CAMBER AND THE TOP OF THE BEAM SHALL MATCH THE TOP OF THE JOIST, TYP UNO. 5514 THE STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN FULL CONFORMANCE WITH THE 'OSHA STEEL ERECTION STANDARD'. IF THE CONSTRUCTION DRAWINGS DEVIATE FROM THE OSHA STANDARD THEN THE FABRICATOR SHALL PROVIDE SUBMITTALS THAT CLEARLY INDICATE THE DEVIATION WITH A REVISION CLOUD AND REQUEST APPROVAL FROM BBM TO MAKE THE CHANGE SO THAT CONFORMANCE WITH THE OSHA STANDARD IS ASSURED. MECHANICAL FASTENERS MFl EXPANSION ANCHORS SHALL BE 'POWER -STUD' BY RAWL OR 'TRUBOLT' BY ITW RAMSET/REDHEAD OR ENGINEER -APPROVED EQUAL. MF2 ADHESIVE ANCHORS SHALL BE 'POWER -FAST' BY RAWL OR 'EPCON' 5Y ITW RAMSET/REDHEAD OR ENGINEER -APPROVED EQUAL. MF3 MASONRY SCREWS SHALL BE 'TAPPERS' BY RAWL OR 'TAPCON' BY ITW RAMSET/REDHEAD OR ENGINEER -APPROVED EQUAL. MF4 POWDER -ACTUATED FASTENERS (PAF) SHALL BE BY ITW RAMSET/REDHEAD, HILT[, OR ENGINEER -APPROVED EQUAL. MF5 REFER TO LIGHT -GAGE FRAMING NOTES CIF APPLICABLE) FOR ADDITIONAL INFORMATION. MF6 CARBON -STEEL EXPANSION ANCHORS SHALL HAVE A ONE-PIECE ANCHOR BODY WITH A LENGTH IDENTIFICATION CODE. THE ANCHORS SHALL HAVE AN EXPANSION MECHANISM WHICH CONSISTS OF A PAIR OF INTERLOCKING INDEPENDENT WEDGES. CARBON STEEL COMPONENTS SHALL BE PLATED ACCORDING t0 ASTM SPECIFICATION 5 633. EXPANSION ANCHORS MUST MEET THE DESCRIPTION IN FEDERAL SPECIFICATION FF -8-325 FOR CONCRETE EXPANSION ANCHORS. MF1 ALL FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. REFER TO LIGHT GAGE METAL FRAMING NOTES (IF APPLICABLE) FOR ADDITIONAL INFORMATION. 1 n .1z 4 A iL IJ I"F IJ STEEL ROOF DECK A RDI SEE ROOF FRAMING PLAN(S) FOR STEEL DECK ATTACHMENT TO STRUCTURE. R02 STEEL ROOF DECK UNITS SHALL BE FABRICATED FROM STEEL CONFORMING TO SECTION A3 OF THE LATEST EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE, SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS. THE STEEL USED SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI (230 MPa ). RD3 ALL FIELD WELDING OF DECK SHALL BE IN STRICT CONFORMANCE WITH ANSI/AWSD1.3 STRUCTURAL WELDING CODE. B RD4 GALVANIZING SHALL CONFORM TO ASTM -A653, STRUCTURAL QUALITY AND FEDERAL SPEC. QQ-5-115. RD SEE CHART BELOW FOR MINIMUM SECTION PROPERTIES REQUIRED FOR STEEL DECK. PROPERTIES SHOWN ARE REPRODUCED FROM THE VULCRAFT MANUAL. RD& RD1 ROOF DECK DECK TYPE DESIGN THICK I in4/ft Sp ln3/ft Sn in3/ft 522 0.0295 0.169 0.186 0.192 520 0.0358 0.212 0234 0.241 516 0.0414 0.292 0318 0321 F22 0.0295 0.121 0.112 0.121 F20 0.0358 0.151 0.139 0.148 F19 0.0414 0.20.1 0,190 0.195 A22 0.0295 0.112 0.098 0.106 A20 I 0.0358 0.140 0.122 0.130 A18 10.0414 0.192 0.161 0.112 N22 0.0295 0.112 0382 0.433 N20 0.0358 0.964 0.501 0.552 N18 10.0414 1.334 0.688 0.149 E24 0.0239 0.058 0.098 0.103 E22 0.0295 0.013 0.130 0.134 E20 0.0358 1.088 0.161 10.165 SEE PARTIAL PLAN BELOW FOR METAL DECK OPENING FRAMING. I I ry . .F► T ✓i v r I W6. 6 I~6- AT EDGE OF OPNG WELDS AT EACH AS SHOWN LOW CORRUGATION NOTES; A. FOR OPENINGS WITH A MAXIMUM DIMENSION OF 6' TO V-0% REINFORCE OPENING WITH A 20 a GALV FLAT PLATE 1'-0' LARGER THAN THE OPENING. ATTACH WITH 1' WELDS AT EACH RIB ALL AROUND. B. FOR OPENINGS WITH A MAX D IMENS ION OF 1'-0' TO 2'-6', SEE DETAIL ABOVE. NO ITEMS SHALL BE HUNG DIRECTLY FROM THE ROOF DECK UNLESS INDICATED OTHERWISE IN THE DRAWINGS. C 7 A i P� /-1 U" Architects and Plcf mrs LSK Reeves V, FAIR, Kevin Ratigan, AIA, Ian A Reeves, Assoc, AIA, 333 lel Knowles Ave, Wnter Pak, Rorida 32789 (407) 647-F06 1518 Hendry street Ft, Myers, Ronda 33901 239-461-3944 =nj ration B •11.11 Orlando Boca Raton P: 407 •645. 3423 7:407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com EB5343 Bora Erbllen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F ISanford Public Safety Complex City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his common law copyright and other property rights In these drawngs, Time clrawngs shall not be reproduced without written pemnission and consent H of the architect, nor cre they to be assigned to any party withoLA fist obtantV written permission and consent, • revisions • sheet title STRUCTURAL GENERAL NOTES • scale, SHOM • drawn, - - checked - K • approved - • date, 10-22-08 • project no, 720-04 DESIGN DEVELOPMENT • sheet 49-0.02 NOV. 17, 2008 1 2 3 MASONRY Ml MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO THE LATEST EDITION OF THE AGI BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530/ASCE 5/TMS 402-02), SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE &/TMS 602-02) ASTM C416, ASTM C101S, AND NCMA TEK 101. M2 CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90. (F'm ■ 1500 PSI) (1900 PSI ON THE NET AREA). M3 MORTAR SHALL COMPLY WITH ASTM C210, TYPE M FOR RETAINING WALLS AND WALLS BELOW GRADE, TYPE S FOR TYPICAL WALLS. (COMPRESSIVE STRENGTH = 2500 PSI AND 1800 PSI, RESPECTIVELY. SITE TESTED MORTAR CUBES SHALL. ACHIEVE A MINIMUM OF 8099 OF THE DESIGN COMPRESSIVE STRENGTH) 1"14 BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. M5 ALL MASONRY CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. M6 REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, OS GAGE WIRE) DEFORMED REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT 1&' OC UNO, MEASURED VERTICALLY. PLACE PER MFR INSTRUCTIONS. LAP ALL HORIZONTAL JOINT REINFORCING &' MIN. M1 VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2' TO INSIDE FACE. VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192x(5AR DIAMETER) OR 10 FT (WHICHEVER IS LESS) WHENEVER A CLEANOUT IS REQUIRED. SEE GROUTING DETAIL NOTE FOR CLEANOUT REQUIREMENTS. M8 GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED 1 1/2' BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. MS TYPICAL VERTICAL REINFORCING SIZE AND SPACING: SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. M10 TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Mil PROVIDE FILLED PRECAST U -LINTELS AS MANUFACTURED BY CAST - CRETE OR APPROVED EQUAL WITH (1) 05 CONT AT ALL OPENINGS WHERE BEAMS ARE NOT SHOWN, SCHEDULED OR NOTED. LINTELS SHALL HAVE MINIMUM UNFILLED CAPACITY OF 400 Ib/LF AND BEAR NOMINAL 6' (MIN 6') EACH END ON A GROUT FILLED CELL. PROVIDE PRE -CAST LINTEL MFR'S STANDARD TABULATED LOAD TABLES AS EVIDENCE THAT THE MINIMUM CAPACITIES AS LISTED IN THE BEAM SCHEDULE ARE SATISFIED. M12 STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH IN EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET MASONRY. REMOVE LOOSE MASONRY UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. M13 REINFORCE MASONRY OPENINGS GREATER THAN 1'-0' WIDE, WITH HORIZ JOINT REINF PLACED IN (2) HORIZ JOINTS APPROXIMATELY 8' APART, IMMEDIATELY ABOVE THE LINTEL AND IMMEDIATELY BELOW THE SILL. EXTEND REINFORCING A MINIMUM OF 2'-0' BEYOND JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. SEE PLAN FOR ADDITIONAL REQUIREMENTS. M14 DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS. M15 DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (1) DAYS. M191 EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2' OF TOP OF WALL OR BEAM UNLESS NOTED OTHERWISE. TERMINATE REINFORCING WITH STANDARD ACI 90 DEGREE HOOK IF ROOF JOISTS AND/OR TRUSSES BEAR ON TOP OF WALL AND THERE IS NO PARAPET. IF PARAPET EXISTS, HOOK IS NOT REQUIRED. MM MAXIMUM CONTROL JOINT SPACING FOR CONCRETE MASONRY UNITS: SPACING FOR CONTROL JOINTS 2 x WALL HEIGHT - SPACING IN FT (NOT TO EXCEED 30'-0') MIS REFER TO ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS AT MASONRY CONTROL JOINTS. MIS JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. TESTING SHALL CONFORM TO ASTM C1019. SEE TEST MOLD DETAIL BELOW. SEE SCHEDULE UNDER CONCRETE NOTES FOR COMPRESSIVE STRENGTH AND SLUMP REQUIREMENTS. GROUT TEST PRISM > I 1 COVER UNITS USING I J ABSORPTIVE PAPER TOWELLING W/ TAPE (4) 8x8x1& CMU BLOCKS 3'x3'xl 5/8' WOOD BLOCK REQUIRED (FRONT BLOCKREMOVED FOR CLARITY) DETAIL — MASONRY GROUT TEST MOL ASTM C-1019 4 5 6 7 8 9 10 11 12 STRUCTURAL GENERAL NOTES M20 TYPICAL MASONRY DETAILS: M21 DOOR OPENING (EE NOTE ) SEE PLANS FOR ADD'L FILLED CELLS REQ'D AT OPENINGS WINDOW OPNG (SEE NOTE 41 TYP EXTERIOR LOAD-BEARING CMU WALL ON FOOTING— TYP OOTING— TYP INTERIOR LOAD-BEARING D ■ D CMU WALL ON FOOTING TYPICAL SPAC ING 3/8'W x 1'D VERT STIRRUPS - SEE (DUMMY) JOINT EACH -q SCH FOR SIZE SIDE OF TIE BEAM_N,*�< It: AND SPACING A G G :. A a 4 d.. ADJUST STIRRUP RE INF IS CONTINUOUS LOCATION SLIGHTLY TO AT CONTROL JOINT CLEAR JOINT BY MIN 2" IN CONIC TIE BEAM MCJ Q TIE BEAM SEALANT - SEE ARCH FILLED CELL WITH TYP WALL OR NON -LOAD( BEARING u+ �-� DWGS AND OR SPECS REINF EACH SIDE OF MCJ TYP CMU WALL ON THICKENED SLAB NOTES. I. SEE DETAIL 'CC' FOR LOCATING MASONRY CONTROL JOINTS. CONTRACTOR SHALL SUBMIT MCJ PLAN TO ARCHITECT FOR APPROVAL. 2. SEE ARCHITECTURAL DRAWINGS FOR OPENING SIZES AND LOCATIONS. 3. SEE FDN PLAN NOTES FOR REINFORCED FILLED CELL SIZE 4 SPACING, 4. MULTIPLE FILLED CELLS MAY BE REQUIRED AT JAMBS. ADDITIONAL BARS WILL BE SHOWN ON PLAN(S). IF NONE ARE SHOWN, THEN A SINGLE TYPICAL REINFORCED JAMB CELL IS SUFFICIENT. 5. SEE MASONRY NOTES ON GENERAL NOTE SHEETS FOR HORIZONTAL JOINT REINFORCING AND OTHER ADDITIONAL INFORMATION. ILLUSTRATIVE PLAN OF VARIOUS CMU WALL CONDITIONS "" PRE -FAI 'T' JOINT INTERSEC MASONW. WALL INTERSECTION JOINT RE SHALL B CONTINUC IN BOTH DIRECTIC INTERSEC MASONW. ....���„ m� _MAL L INTERSECTION !<. 1/2' THROUGH -WALL NOTES: VERTICAL CONTROL JOINT 1. THROUGH -WALL JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM FOUNDATION TO TOP OF WALL. 2. TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING 2' FROM JOINT. 3• MAXIMUM SPACING OF CONTROL JOINTS SHALL BE 2 x (WALL HEIGHT) OR 30'-0', WHICHEVER IS LESS. MAS CONTROL JOINT (MCJ) SEALANT - SEE ARCH rFILLED CELL W/ TYP WALL DWGS AND OR SPECS. —� / REINF EA SIDE OF MCJ BOND BEAM REINF---1/2' THROUGH -WALL CONTINUOUS AT MCJ VERTICAL CONTROL JOINT MCJ @ BOND BEAM STOP VERTS 2 FROM TOP OF WALL. HOOK MAY BE REQ'D, SEE NOTE M16 VERT BAR CENTERED IN FILLED CELL DOWELS SAME AS VERT BARS HORIZ JOINT REINF 0 16' OC VERT SPACING STANDARD HOOK (ALTERNATE SIDES) TYPICAL FILLED CELL DETAILS <I WALL SEALANT - SEE ARCH DWGS AND OR SPECS PROVIDE ADD'L REINFORCED FILLED CELL--� -EXTERIOR LOAD- BEARING WALL INTERIOR NON -LOAD- BEARING WALL ON THICKENED SLAB INTERSECTION OF LOAD—BRG & NON—LOAD—BRG WALLS 13 14 15 GROUT FOR FILLED CELLS SHALL BE PLACED IN CONFORMANCE WITH ACI 530.1 AND AS INDICATED BELOW: MAX HEIGHT OF GROUT LIFT CONSOLIDATE BY MECHANICAL VIBRATION PER ACI 530.1. ONE OR MORE GROUT LIFTS CONSTITUTE A GROUT POUR AND A GROUT POUR EQUALS THE HEIGHT OF BLOCK LAID UP AT ONE TIME. SEE NOTE C3 FOR GROUT PROPERTIES IF WALL IS LAID UP NO GREATER THAN 5'-0' IN HEIGHT ABOVE THE FOOTING OR PREVIOUS 3ROUT POUR(S), A CLEAN-OUT HOLE SHALL RIOT BE REQUIRED. OTHERWISE, PROVIDE LEAN -OUT HOLE WITH MINIMUM SIZE OF 3'x3'. OVERHANGING MORTAR AND DEBRIS SHALL 5E REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING BUT AFTER NSPECTION. NOTES: I. DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. 2. PLACE GROUT WITHIN SO MINUTES FROM INTRODUCING WATER IN THE MIXTURE AND PRIOR TO INITIAL SET. 3. MAXIMUM WALL HEIGHT LAID UP AT ONE TIME SHALL BE 12'-0' FOR COARSE GROUT 4 24'-0' FOR FINE GROUT. GROUT IN LIFTS NOT EXCEEDING 5'-0' UNTIL THE GROUT POUR HAS REACHED THE TOP OF THE WALL. A GROUT POUR CONSISTS OF ONE OR MORE LIFTS. 4. THE MINIMUM CONTINUOUS UNOBSTRUCTED CLEAR AREA IN CELL TO RECEIVE GROUT MUST BE NOT LESS THAN 3'x3'. MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. GROUTING DETAIL M22 MINIMUM LAP SPLICES FOR REINFORCED CMU PER 2004 FBG (WITH 2006 SUPPLEMENT) FOR LFRD DESIGNS. *4 05 % *i "8 *g (NOTE 1) *10 (NOTE 2) 20' 25' 39' 50' '72' 81' NOTES: I. NOT ALLOWED IN 6' CMU BUT ACCEPTABLE FOR 10' AND 12' CMU. MAXIMUM BAR DIAMETER SHALL NOT EXCEED ONE-EIGHTH OF THE NOMINAL WALL THICKNESS. 2. 010 BARS SHALL BE SPLICED USING MECHANICAL CONNECTORS AND SHALL ONLY BE ALLOWED IN 12' CMU. A D C (7 E G` Vk Oe V� Archft'ects and PICmffs LSK Reeves V, FAIA, Kevin Ratigan, A.LA, Ian A, Reeves, Assoc, AIA, 333 N Knowles Ave, Whter Pak, Florida 32789 (407) 647-1706 1518 Henry Street Ft. Myers, Fonda 33901 239-461-3944 NaCporateO anon B -B-M Orlando . Boca Raton P: 407 •645. 3423 F: 407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com EB5343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F Sanford Public Safety Complex G City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressy reserves his common law copyright and other property rights In these drawings. These drawr>,gs shat not be reproduced without written permission and consent H of the architect, nor are they to be assigned to any party without fist obtdit written permission and consent. • revisions K DESIGN DEVELOPMENT NOV. 17. 2008 sheet tine STRUCTURAL GENERAL NOTES • scale, SHOM • drawn, - - checked - • approved - date. 10-22-08 • project no. 720-04 • sheet S-0.03 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 COMP051TE STEEL FLOOR 5YSTEM Cal COMPOSITE BEAM CONNECTIONS SHALL BE PROVIDED AS DETAILED HEREIN. C82 SHEAR CONNECTOR SIZE AND QUANTITIES ARE SHOWN IN THE FLOOR FRAMING PLAN NOTES. THE CONTRACTOR SHALL SUBMIT STUD PLACEMENT SHOP DRAWINGS. THE TOP OF THE STUDS MUST BE A MINIMUM OF 1 1/2' ABOVE THE FLUTES OF THE METAL DECK BUT NOT SO HIGH AS TO EXTEND ABOVE THE SLAB SURFACE AFTER THE SLAB HAS BEEN CAST AND PRE -COMPOSITE DEFLECTIONS HAVE OCCURRED. THE LENGTH OF THE STUD INDICATED IN THE FLOOR FRAMING PLAN NOTES IS THE IN-PLACE LENGTH AFTER WELDING. C83 COMPOSITE SHEAR CONNECTOR PLACEMENT DIAGRAMS: CASE "A" CASE "B" UNIFORM LOAD ONE POINT LOAD N/2 N/2 ADDITIONAL SHEAR CONNECTOR AT MAXIMUM SPACING, SEE NOTE *3 CASE "C" TWO POINT LOAD 4 1 N/4 I N/4 I N/4 ADDITIONAL SHEAR CONNECTOR AT MAXIMUM SPACING, SEE NOTE N CASE "E" CANTILEVER NOTES: 1. N - SPECIFIED NUMBER OF SHEAR CONNECTORS. REFER TO FRAMING PLAN(S). 2. UNLESS NOTED OTHERWISE ON PLANS OR IN THE COMPOSITE BEAM SCHEDULE, SHEAR CONNECTORS SHALL BE DISTRIBUTED ALONG THE LENGTH OF THE BEAM AS SHOWN ON DETAILS ABOVE. 3. MAXIMUM SPACING OF SHEAR CONNECTOR SHALL BE AS FOLLOWS: A. BEAMS PERPENDICULAR TO DECK SPAN = 36' B. BEAMS PARALLEL TO DECK SPAN - (8 x TOTAL SLAB THICKNESS) 4. WHERE STEEL DECK CORRUGATIONS DO NOT ALLOW FOR AN EVEN SPACING OF SHEAR CONNECTORS WITH (1) STUD IN EACH FLUTE, ADDITIONAL STUDS IN A SECOND ROW (AND THIRD ROW WHERE REQUIRED) SHALL BE PLACED SUCH THAT THE HIGHEST DENSITY OF SHEAR CONNECTORS OCCURS NEAR THE BEAM SUPPORT. 5. WHERE THE SPECIFIED NUMBER OF SHEAR CONNECTOR IS LESS THAN THE BEAM SPAN LENGTH DIVIDED BY THE MAXIMUM SPACING (SEE NOTE 3) ADDITIONAL SHEAR CONNECTORS SHALL BE PROVIDED SUCH THAT THE MAXIMUM SPACING IS NOT EXCEEDED AT ANY LOCATION IN THE SPAN. 6. SUBMIT SHOP DRAWINGS SHOWING PLACEMENT OF SHEAR CONNECTORS TO ARCHITECT FOR ENGINEER'S APPROVAL. C54 COMPOSITE SHEAR CONNECTOR SPACING DETAIL: ONE ROW ^� M WRA TWO ROWS THREE ROWS NOTES: I. SHEAR CONNECTORS IN (1) ROW SHALL BE PLACED DIRECTLY OVER THE BEAM WEB. 2. PLACE STUD IN A SINGLE ROW WHERE SPACING REQUIREMENTS PERMIT. STUDS SHALL BE PLACED IN (2) OR (3) ROWS ONLY WHERE REQUIRED IN ORDER TO PLACE THE TOTAL NUMBER OF STUDS. SEE TYPICAL DETAIL, SHEAR CONNECTOR PLACEMENT DIAGRAMS. CS5 CS6 COMPOSITE SLAB CONSTRUCTION DETAIL DIAGRAMS: REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE. BULKHEAD MUST HAVE SLAB RE INF EXTENDING THROUGH IT. LAP RE INF 12' SLAB RE INF --\ r 1' CLR NOTES: 1. CONSTRUCTION JOINTS SHALL BE LOCATED NO CLOSER THAN 5'-0' FROM THE CENTER LINE OF THE NEAREST GIRDER. 2. IF SLAB IS REINFORCED WITH STEEL FIBERS, THEN ADD 03 DOWELS x 2'-0' CENTERED a 18' OC. PARALLEL TO DECK FLUTES REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE. BULKHEAD MUST HAVE SLAB RE INF EXTENDING THRU IT LOCATION OF CONSTRUCT ION JOINT SLAB REINF LAP REINF 12' 1' CLR I I . . . . . I . . . I - , 4 �,, , A , .. . I � . A - CASE "D" THREE POINT LOAD ADDITIONAL SHEAR CONNECTOR AT MAXIMUM SPACING, SEE NOTE N CASE "E" CANTILEVER NOTES: 1. N - SPECIFIED NUMBER OF SHEAR CONNECTORS. REFER TO FRAMING PLAN(S). 2. UNLESS NOTED OTHERWISE ON PLANS OR IN THE COMPOSITE BEAM SCHEDULE, SHEAR CONNECTORS SHALL BE DISTRIBUTED ALONG THE LENGTH OF THE BEAM AS SHOWN ON DETAILS ABOVE. 3. MAXIMUM SPACING OF SHEAR CONNECTOR SHALL BE AS FOLLOWS: A. BEAMS PERPENDICULAR TO DECK SPAN = 36' B. BEAMS PARALLEL TO DECK SPAN - (8 x TOTAL SLAB THICKNESS) 4. WHERE STEEL DECK CORRUGATIONS DO NOT ALLOW FOR AN EVEN SPACING OF SHEAR CONNECTORS WITH (1) STUD IN EACH FLUTE, ADDITIONAL STUDS IN A SECOND ROW (AND THIRD ROW WHERE REQUIRED) SHALL BE PLACED SUCH THAT THE HIGHEST DENSITY OF SHEAR CONNECTORS OCCURS NEAR THE BEAM SUPPORT. 5. WHERE THE SPECIFIED NUMBER OF SHEAR CONNECTOR IS LESS THAN THE BEAM SPAN LENGTH DIVIDED BY THE MAXIMUM SPACING (SEE NOTE 3) ADDITIONAL SHEAR CONNECTORS SHALL BE PROVIDED SUCH THAT THE MAXIMUM SPACING IS NOT EXCEEDED AT ANY LOCATION IN THE SPAN. 6. SUBMIT SHOP DRAWINGS SHOWING PLACEMENT OF SHEAR CONNECTORS TO ARCHITECT FOR ENGINEER'S APPROVAL. C54 COMPOSITE SHEAR CONNECTOR SPACING DETAIL: ONE ROW ^� M WRA TWO ROWS THREE ROWS NOTES: I. SHEAR CONNECTORS IN (1) ROW SHALL BE PLACED DIRECTLY OVER THE BEAM WEB. 2. PLACE STUD IN A SINGLE ROW WHERE SPACING REQUIREMENTS PERMIT. STUDS SHALL BE PLACED IN (2) OR (3) ROWS ONLY WHERE REQUIRED IN ORDER TO PLACE THE TOTAL NUMBER OF STUDS. SEE TYPICAL DETAIL, SHEAR CONNECTOR PLACEMENT DIAGRAMS. CS5 CS6 COMPOSITE SLAB CONSTRUCTION DETAIL DIAGRAMS: REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE. BULKHEAD MUST HAVE SLAB RE INF EXTENDING THROUGH IT. LAP RE INF 12' SLAB RE INF --\ r 1' CLR NOTES: 1. CONSTRUCTION JOINTS SHALL BE LOCATED NO CLOSER THAN 5'-0' FROM THE CENTER LINE OF THE NEAREST GIRDER. 2. IF SLAB IS REINFORCED WITH STEEL FIBERS, THEN ADD 03 DOWELS x 2'-0' CENTERED a 18' OC. PARALLEL TO DECK FLUTES REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE. BULKHEAD MUST HAVE SLAB RE INF EXTENDING THRU IT LOCATION OF CONSTRUCT ION JOINT SLAB REINF LAP REINF 12' 1' CLR I I . . . . . I . . . I - , 4 �,, , A , .. . I � . A - . -- -- Ip Ino/Ft S/3 S NOTES: 1. AT CONTRACTOR'S OPTION, PREFORMED PERMANENT METAL SHEAR KEY MAY BE USED WITH SLAB REINFORCING STOPPING EACH SIDE AND *3 DOWEL x 2'-0' CENTERED 0 18' OC. 2. IF SLAB IS REINFORCED WITH STEEL FIBERS, THEN ADD *3 DOWELS x 2'-0' CENTERED a 1S' OC. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CHAIRS FOR WWF TO MAINTAIN CLEARANCE SHOWN. RAISING THE WWF DURING THE CONCRETE POUR SHALL NOT BE PERMITTED. PERPENDICULAR TO DECK FLUTES COMPOSITE FLOOR DECK PLACEMENT DETAILS: WELD PER NOTE CS1.4.5 MINIMUM ED7Z�)ISTANC'E = STUD DIA 1' (MIN). PROVIDE GIRDER FILLERS AS NECESSARY -:;;- FLANGE WIDTH BEAM PARALLEL TO DECK FLUTE (GIRDER BEAM) CLOsurzE3 NnT REG OF 1. 0' t WID1 BEAM PERPENDICULAR TO DECK FLUTE FILLER BEAM ANGE STH NOTES: I. DECK SHALL BE FURNISHED IN MODULAR PANEL WIDTHS. ANY CUTTING THAT IS REQUIRED SHALL BE DONE BY THE DECK ERECTOR 2. LATERAL AND LONGITUDINAL SPACING IS CONTROLLED BY SECTION 1.11.4 OF THE A.I.S.G.E. SPECIFICATIONS. FOR THE LOCATION OF THE STUD WITH RESPECT t0 THE EDGE OF THE FLANGE, SEE THE STRUCTURAL WELDING CODE A.WrS., 428,8. (DETAIL 4) 3. WHEN STUDS ARE USED, DECK MUST NOT BE LAPPED IN ORDER TO PERMIT WELDING OF STUDS THROUGH SINGLE THICKNESS OF DECK WELDING OF STUDS t0 BEAM THROUGH (2) LAYERS OF DECK SHALL NOT BE PERMITTED. A CS1 COMPOSITE FLOOR DECK INSTALLATION: NOTES: 1. INSTALL TEMPORARY SHORING, IF REQUIRED, BEFORE PLACING DECK PANELS. 2. PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO Grp FINAL POSITION WITH ENDS ALIGNED. ATTACH FIRMLY t0 THE SUPPORTS IMMEDIATELY AFTER PLACEMENT IN ORDER TO FORM A e �� SAFE WORKING PLATFORM. 3. CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND OTHER WORK PROJECTING THROUGH OR ADJACENT B Arc itects and Planers TO THE DECKING. lSK Reeves V, FAIA. 4. ANCHOR FLOOR DECK UNITS TO STEEL SUPPORTING MEMBERS BY Kevin Ratigan, A,I,A, ARC SPOT PUDDLE WELDS OF THE FOLLOWING DIAMETER AND Icn A Reeves, Assoc, AIA SPACING COR FILLET WELDS OF EQUAL STRENGTH): 333 N Knowles Ave, A. MINIMUM VISIBLE WELD DIAMETER - 5/8'. (40� �-17 a 7Florida 32789 40-vob B. WELD EDGE RIBS OF PANELS AT EACH SUPPORT. SPACE 1518 Hemiry Street Ft, Myers, 33901 ADDITIONAL WELDS AN AVERAGE OF 12' OC BUT NOT MORE 239-461-3944 THAN 18' OC IN ANY ONE LOCATION. C. FASTEN SIDE LAPS AND PERIMETER EDGE OF UNITS BETWEEN No' AACOO SUPPORTS AT INTERVALS NOT EXCEEDING 36' OC, USING ONE C B . B _ M OF THE FOLLOWING METHODS: 1. 010 SELF -DRILLING SCREWS 2. CRIMP OR BUTTON PUNCH 3. FOR DECKS THAT ARE 20ga AND HEAVIER: ARC PUDDLE WELDS 5/8' MINIMUM VISIBLE DIAMETER OR 1' LONG FILLET WELDS. 5. INSTALL DECK ENDS OVER SUPPORTS WITH A MINIMUM END BEARING OF 1 1/2'. Orlando Boca Raton P: 407 •645. 3423 6. FASTEN POUR STOPS AND GIRDER FILLERS TO SUPPORTING F: 407 -645. 3790 STRUCTURE ACCORDING TO THE MFR'S RECOMMENDATIONS. 1912 Boothe Circle • suite 100 Longwood, FL 32750 1. FASTEN COLUMN CLOSURES, CELL CLOSURES AND Z CLOSURES TO bbmstructural.com DECK TO PROVIDE TIGHT FITTING CLOSURES AT OPEN ENDS OF RIBS E85343 Bora Erbilen P.E. #55996 AND SIDES OF DECKING. FASTEN CELL CLOSURES At CHANGES OF ENGINEER HEREBY EXPRESSLY RESERVES DIRECTION OF FLOOR DECK UNITS. HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER CSS COMPOSITE STEEL FLOOR UNITS SHALL BE FABRICATED FROM STEEL WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CONFORMING TO SECTION A3 OF THE LATEST EDITION OF THE AMERICAN "BBM STRUCTURAL ENGINEERS", NOR ARE IRON AND STEEL INSTITUTE, SPECWITHOUT IF FOR THE DESIGN OF COLD- THEY BE ASSIGNED TO ANY PARTY FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. FORMED STEEL STRUCTURAL MEMBERS. THE STEEL USED SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI (230 MPa). SEE CHART BELOW FOR MINIMUM SECTION PROPERTIES REQUIRED FOR STEEL DECK PROPERTIES SHOWN ARE REPRODUCED FROM THE VULCRAFT MANUAL. E COMPOSITE FLOOR DECK DECK TYPE DESIGN THICK Ip Ino/Ft In Ino/ft Sp IW/ft an in3/Ft IBVL22 0.0295 0.150 0.182 0.118 0.186 IBVL20 0.0358 OA35 0222 0.231 0.240 IBVL18 0.0414 0.282 0295 0315 0.32'1 2.OVL22 0.0295 0.322 0329 02-14 0211 2.OVL20 0.0358 0.418 0.415 0355 0.360 2.0VL18 0.0414 0.551 0.259,11 OB12 0.518 3.OVL22 0.0295 0.145 0.429 0.442 3.0VL20 0.0358 L0.146 0.931 0.553 0.512 3 0VL18 0.04141251 0.195 0,803 CS9 ALL FIELD WELDING OF DECK SHALL BE IN STRICT CONFORMANCE WITH ANSI/AWSD13 STRUCTURAL WELDING CODE. CS10 GALVANIZING SHALL CONFORM TO ASTM -A653-94, STRUCTURAL QUALITY AND FEDERAL SPEC. QQ-8-175 TO PROVIDE A MINIMUM COATING PROTECTION OF 660. (SII COMPOSITE BEAMS SHALL BE CAMBERED AS INDICATED ON THE FLOOR FRAMING PLAN(S) IF NO CAMBER IS SPECIFIED, THE FABRICATOR SHALL ENSURE THAT THE 'NATURAL' CAMBER IN ALL ERECTED BEAMS OCCURS IN AN UPWARD DIRECTION. C512 SEE SECTION --/S- FOR PARTIAL TYPICAL FRAMING PLAN AT INTERIOR OPENINGS IN COMPOSITE SLAB, TYP. KEY PLAN F Sanford Public Safety Complex G City of Sanford, Florida H J K I DESIGN DEVELOPMENT NOV. 17, 2008 Design Development Progress Check Set Architect hereby expressly reserves his corrnm law copyright and other property Vts n these drawings, These drawhgs shall not be reproduced without written permission and consent of the architect, nor are they to be coo -ed to any party with x# fist obtairg written permission and con,sent, 31F&71grA-,'& • Sheet tffle STRUCTURAL GENERAL NOTES • scale, SHOM • drawn. - • checked) - • approved - • date, 10-22-08 • propot no, 720-04 • s�*er 5-0.04 C511 L M PARTIAL TYPICAL FRAMING PLAN AT OPENINGS IN COMPOSITE SLAB: (2) 04 ALL SIDES AND CORNERS 2'-0' MAX 4Y SIDE) T 2'-0' MIN 0 L3x3x1/4 PERPENDICULAR TO DECK SPAN AT EACH SIDE OF OPENING SECURED TO BOTTOM OF DECK WITH 5/84, PUDDLE WELD AT EACH LOW CORRUGATION i— W BEAM (SEE PLAN) 10' -0' MAX (ANY SIDE) TYP trlO W5x18, UNO _- __----------- ------ _ 00 U_ =3 �J B B Uo I A \ / I A 0 W8x18 z (UNO) A PARTIAL FLAN W BEAM (SEE PLAN) SCALE: NTS NOTES- 1. OT S:1. NO REINF IS REQUIRED FOR OPENING SIZE LESS THAN 10'x10' IF ALL OF THE FOLLOWING CRITERIA ARE MET-- A) ET:A) METAL DECK WILL BE CUT AT LEAST I DAYS AFTER CASTING OF CONCRETE. B) THE CLEAR DISTANCE TO THE ADJACENT OPENING OR OPENINGS = 1'-0' OR MORE IN ALL DIRECTIONS. 2. CLUSTERED OPENINGS THAT DO NOT MEET THE CRITERIA IN NOTE 1 SHALL BE TREATED AS ONE LARGE OPENING FRAMED WITH BEAMS AS DETAILED HEREIN. SEE FLR R4M1 PLANS END OF DECK = < OF BEAM SEE GEN NOTES —EDGE OF SLAB AT OPENING, SEE ARCH'L 4 MECH'L DWGS METAL CLOSURE PIECE BY METAL DECK CONTRACTOR CELL CLOSURE / 1/8 V 1 0 12' OC SEE PLAN I T/ SLAB EL SEE NOTES FMG PLAN NOTES SEE PLAN NOTES METAL DECK (SEE FMG PLAN) 21 10' STL BEAM, MIN MAX SEE FMG PLAN SECTION A - A SEE FLOOR It FRAMING PLANS END OF DECK = (OF BEAM ----� LIGHT GAGE CELL CLOSURE I - � N (2) 04 x 4'-0' LONG AT EACH CORNER OPENING SIZE GREATER THAN V-0' x V-0' FOR SIZE AND LOCATION, SEE PLAN 4 MECH'L DWGS I SEE FLR RAMIN PLANS ci EDGE OF SLAB (EOS) 4 T/ SLAB EL SEE FMG PLAN NOTES 'SDI' STANDARD N1_ LIGHT GAGE POUR METAL DECK STOP (MIN 14ga) (SEE FMG PLAN) 2' L 10' STL BEAM, MIN MAX SEE FMG PLAN SECTION 5-5 10" MAX OVERHANG 7INTERIOR ONLY) EDGE OF SLAB AT OPENING, SEE ARCH'L 4 MECH'L DWGS METAL CLOSURE PIECE BY METAL DECK CONTRACTOR T/ SLAB EL SEE FMG PLAN NOTES CONT 1/4' BENT PLATE W/ *4 x 4'-0' DBA 0 18' OC METAL DECK (SEE FMG PLAN) PROVIDE 1/4' STIFFENER STL BEAM, 21 21-0' PLATE 0 4'-0' OC IF SEE FMG PLAN MIN MAX OVERHANG IS GREATER THAN 1'-4' SECTION A -A 2'-0" MAX 'SDI' STANDARD LIGHT GAGE POUR STOP (MIN 14ga) SEE FLOOR FRAM INC% PLANS d � EDGE OF SLAB (EOS) (L w 2' zN MIN T/ SLAB EL SEE FMG PLAN NOTES 4 . , . CONT 1/4' BENT > % WITH *4x4'-0' DBA METAL DECK 18' OC (SEE FMG PLAN) PROVIDE 1/4' STIFF'R STL BEAM, q MAX PLATE 0 4'-0' OC IF SEE FMG PLAN OVERHANG IS GREATER THAN 1'-4' SECTION 5-5 ERHANG INTERIOR OR EXTERIOR) Q 4 10 11 12 13 14 15 SPECIALTY ENGINEERIMG REQUIREMENTS SEI STEEL PAN STAIRS SHALL BE DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER AND SHALL INCLUDE STRINGERS, TREADS, HAND RAILINGS, PLATFORMS (AS REQUIRED), PAN INSERTS AND MISCELLANEOUS SUPPORTS AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION_ MINIMUM DESIGN LIVE LOAD SHALL BE 100 PSF, SE2 HANDRAILS, POSTS AND SUPPORT CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADINGS) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE). SE3 EXTERIOR CURTAIN WALLS SHALL BE DESIGNED BY THE VENDOR'S SPECIALTY ENGINEER AND SHALL INCLUDE FRAME, GLASS, GLAZING AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE DESIGN CRITERIA FOR APPLICABLE BUILDING CODE). VENDOR SHALL PROVIDE WINDOW WALL REACTIONS TO THE ARCHITECT. SE4 FLAGPOLES AND SITE LIGHTING POLES SHALL BE DESIGNED BY THE POLE VENDOR'S SPECIALTY ENGINEER AND SHALL INCLUDE POLES, FOUNDATIONS AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. MINIMUM DESIGN LOADS SHALL CONFORM TO ANSI/NAAM FP100 'SPECIFICATIONS FOR DESIGN LOADS OF METAL FLAGPOLES'. SE5 AWNINGS AND WALKWAY CANOPIES SHALL BE DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER AND SHALL INCLUDE FRAME, COVERING AND CONNECTIONS_ SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE. (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE). SE& EXTERIOR LIGHTGAGE STEEL FRAMING, INCLUDING BUT NOT LIMITED TO: WALLS, EXTERIOR CEILINGS, FASCIAS AND SOFFITS SHALL BE DESIGNED BY A SPECIALTY ENGINEER STRUCTURAL ELEMENTS HAVE BEEN PROVIDED FOR THE ATTACHMENT OF LIGHTGAGE FRAMING. THE SYSTEM SUPPLIER SHALL DESIGN AND DETAIL ALL CONNECTIONS TO THESE ELEMENTS. ANY FURTHER ELEMENTS REQUIRED FOR THE SUPPORT SHALL BE DESIGNED AND SUPPLIED AS PART OF THE LIGHTGAGE SYSTEM. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADINGS) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE). A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER SEI GARAGE BARRIER CABLES SHALL BE DESIGNED BY A SPECIALTY ENGINEER AND SHALL INCLUDE ALL CABLE COMPONENTS, CONNECTIONS AND REACTIONS TO THE STRUCTURE_ COLUMNS SHALL HAVE EMBEDDED SLEEVES FOR THE GABLES. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADINGS) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE DESIGN CRITERIA FOR APPLICABLE BUILDING CODE)_ GENERAL CONTRACTOR SHALL COORDINATE SLEEVE LOCATIONS WITH THE SPECIALTY ENGINEER SES CONTRACTOR SHALL SUBMIT FOR ENGINEER'S APPROVAL A SHORING PLAN WITH SECTIONS AND CALCULATIONS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS PROJECT LOCATION. SE9 TRUSSES AND THEIR CONNECTIONS SHALL BE DESIGNED BY A SPECIALTY ENGINEER SHOP DWGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. C512 COMPOSITE FLOOR DECK INSTALLATION: NOTES: 1. INSTALL TEMPORARY SHORING, IF REQUIRED, BEFORE PLACING DECK PANELS. 2. PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST DBA TO FINAL POSITION WITH ENDS ALIGNED. ATTACH FIRMLY TO THE SUPPORTS IMMEDIATELY AFTER PLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM. 3. CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND OTHER WORK PROJECTING THROUGH OR AB ADJACENT TO THE DECKING_ 4. ANCHOR FLOOR DECK UNITS TO STEEL SUPPORTING MEMBERS BY A ARC SPOT PUDDLE WELDS OF THE FOLLOWING DIAMETER AND ABV SPACING (OR FILLET WELDS OF EQUAL STRENGTH): DL A. MINIMUM VISIBLE WELD DIAMETER = 5/8' AT EACH CORRUGATION. B" WELD EDGE RIBS OF PANELS AT EACH SUPPORT. SPACE A.C.I. ADDITIONAL WELDS AN AVERAGE OF 12' OC BUT NOT MORE DN THAN 18' OC IN ANY ONE LOCATION. C. FASTEN SIDE LAPS AND PERIMETER EDGE OF UNITS BETWEEN ADDL SUPPORTS AT INTERVALS NOT EXCEEDING 24' OC, USING ONE DTL OF THE FOLLOWING METHODS: 1. 010 SELF -DRILLING SCREWS AFF 2. CRIMP OR BUTTON PUNCH DWG 3. FOR DECKS THAT ARE 20ga AND HEAVIER: ARC PUDDLE WELDS 5/8' MINIMUM VISIBLE DIAMETER OR 1' LONG FILLET AGGR WELDS. 5. INSTALL DECK ENDS OVER SUPPORTS WITH A MINIMUM END BEARING OF 1 1/2'" 6. FASTEN POUR STOPS AND GIRDER FILLERS TO SUPPORTING STRUCTURE ACCORDING TO THE MFR'S RECOMMENDATIONS. -1" FASTEN COLUMN CLOSURES, CELL CLOSURES AND Z CLOSURES TO DECK TO PROVIDE TIGHT FITTING CLOSURES AT OPEN ENDS EA OF RIBS AND SIDES OF DECKING. FASTEN CELL CLOSURES AT CHANGES OF DIRECTION OF FLOOR DECK UNITS. I DESIGN DEVELOPMENT NOV. 17, 2008 • project no, 720-04 • sheet S-0.05 A515 VIATIONS AAC AUTOCLAVED AERATED DBA DEFORMED BAR ANCHOR CONCRETE DIA DIAMETER AB ANCHOR BOLT D IACs DIAGONAL A ABV ABOVE DL DEAD LOAD A.C.I. AMERICAN CONCRETE INSTITUTE DN DOWN ADDL ADDITIONAL DTL DETAIL AFF ABOVE FINISH FLOOR DWG DRAWING AGGR AGGREGATE DWL DOWEL A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION EA EACH eG�S �•\� A.I.S.I. AMERICAN IRON AND STEEL INSTITUTE EF EACH ACE ED P G• AL ALUMINUM EJ EXPANSION JOINT S�J� ALT ALTERNATE ENG ENGINEER AR ANCHOR ROD E ELL SLAB EDGE ELEVATION 00y ARCH ARCHITECTURAL) V� �-J ASTM AMERICAN SOCIETY OF TESTING* EQ EQ SF EQUAL EQUAL SPACE(S) C ING) B Architects and Plams MATERIALS ES EACH SIDE LSK Reeves V, FAIA A-W"S" AMERICAN WELDING SOCIETY EW EACH WAY Kevin Ratigan, A.I.A. EXP EXPANSION Icn A. Reeves, Assoc, ALA }3/ BOTTOM OF EXT EXTERIOR N Knowles Ave, 55 BOND BEAM hter Pak Raids $2789 Wht BLDG BUILDING F/ FACE OF (407) 647-1706 BLW BM BELOW BEAM FSC FLORIDA BUILDING CODE 1518 Hencky Street Ft. KN Rorkb 33901 BOT BOTTOM FD FLOOR DRAIN 239-461-3944 BP BASE PLATE FDN FF FOUNDATION FINISHED FLOOR CO�'Of 01� aeon BRDG BRIDGING N FICK FINISH �� BRIG BEARING FI FLOOR C B ' g ' M BS5 BOTH SIDES FLG FLANGE BTJ BOLTED TIE JOIST FMG FRAMING BTWN BETWEEN FS FAR SIDE FT FOOT C/C CENTER TO CENTER FTG FOOTING CANT CANTILEVER ga GAUGE CB CONCRETE BEAM GALV GALVANIZE(D) GG CONCRETE COLUMN GB GRADE BEAM CFS GOLD -FORMED STEEL GG GENERAL CONTRACTOR Orlando .soca Raton CI P CICONSTRUCTION CAST -IN-PLACE GFC GROUT FILLED CELL(S) / COURSE P: 407 -645. 3423 JOINT (OR GLB GLU-LAM BEAM F: 407 -645. 3790 CONTROL JOINT) GR GR'A'DE p 1912 Boothe •32750 Suite 100 <, CL CENTERLINE Longwood, FL CLR CLEARANCE) HC HOLLOW -CORE bbmstructural.com E65343 CM CONSTRUCTION MANAGER HOO� Bora Erbilen P.E. #55996 CMU CONCRETE MASONRY UNIT HORIZ HORIZONTAL ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER COL I COLUMN HP HIGH POINT PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE CONIC CONCRETE HS HEADED STUD RANYOFDORMDOR MANN ROWH TSOEVERR COPIED N CONN CONNECTION HSS HOLLOW STRUCTURAL SECTION WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT CONT CONTINUOUS AOF RE "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY CONTR CONTRACTOR ID INSIDE DIAMETER WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. COORD COORDINATE IF INSIDE FACE CSK COUNTER SINK INT INTERIOR CTR CENTER CTRD CENTERED JST JOIST E CY CUBIC YARD JT JOINT K KIP A KO KNOCK -OUT lb, * POUND(S) R RADIUS LB C LG LONG RC REINFORCED CONCRETE LL LIVE LOAD REF REFERENCE LLBB LONG LEG BACK-TO-BACK REINF REINFORCED) (ING) LLH LONG LEG HORIZONTAL REQ REQUIRE KEY PLAN LLV LONG LEG VERTICAL REQ'D REQUIRED LNTL LINTEL RF ROOF LSL LONG SLOTTED RM ROOM F Sanford Public LOC LOCATION RP RADIUS POINT LONG LP LONGITUDINAL LOW POINT RTN RW RETURN RETAINING WALL Safety Complex LW LONG WAY SCH SCHEDULE MAS MASONRY SDI STEEL DECK INSTITUTE MAX MAXIMUM SECT SECTION MB MACHINE BOLT SF STEPPED FOOTING MBM METAL BUILDING MFR SHT SHEET MC MCJ MOMENT CONNECTION MASONRY CONTROL JT SIM SIMILAR City of Sanford, Si SAWCUT JOINT G ME MONOLITHIC EDGE SJI STEEL JOIST INSTITUTE Florida MECH MECHANICAL SL SLOPE MEZZ MEZZANINE SLBB SHORT LEG BACK-TO-BACK MF MONOLITHIC FOOTING SOG SLAB ON GRADE Design Development - MFR MANUFACTURE(ER) SP SPACE(S) MIN MINIMUM SPECS SPECIFICATIONS Progress Check Set g MISC MISCELLANEOUS SQ SQUARE MO MASONRY OPENING SS STAINLESS STEEL MS METAL STUDSSL SHORT SLOTTED Arc hffect hereby e)pressly reserves his MTL METAL STD STANDARD common law copyright and other MWF MONOLITHIC WALL FOOTING STIFFR STIFFENER property rights In these dawngs, These NIG NOT IN CONTRACT STL STEEL crawhgs shd not be reproduced withart wrIthen permission and went NS NEAR SIDE STR STRENGTH the architect, nor are they to be NTS NOT TO SCALE STRL STRUCTURALof H assigned to any Icy withajt fist SW SHORT WAY / SHEAR WALL obtarft `^men pemission and consent, OA OVERALL SYMM SYMMETRICAL OG ON CENTER SYP SOUTHERN YELLOW PINE OD OUTSIDE DIAMETER revisions OF OUTSIDE FACE T45 TOP AND BOTTOM OH OPPOSITE HAND / OVERHEAD TB TIE BEAM OPNG OPENING TC TIE COLUMN OPP OPPOSITE TEMP TEMPERATURE THK THICK PAF POWDER -ACTUATED TOPG TOPPING FASTENER(S) TRANS TRANSVERSE PB PRE -CAST BEAM TYP TYPICAL PEMB PRE-ENGINEERED METAL T/ TOP OF sheet title BUILDING UNO UNLESS NOTED OTHERWISE STRUCTURAL PERP PERPENDICULAR GENERAL NOTES PC PRECAST VIP VERIFY IN FIELD >, PL PLATE VERT VERTICAL PLS PLACES PLF POUNDS PER LINEAR FOOT WD WOOD PLYWD PLYWOOD WF WALL FOOTING •scale, SHOWN PNL PANEL WO WINDOW OPENING (MASONRY) PSF POUNDS PER SQUARE FOOT WP WORKING POINT . dawn, - PSI POUNDS PER SQUARE INCH WS WATERSTOP FTN PARTITION WWF WELDED WIRE FABRIC • checked - W/ WITH K • approved - - date, 10-22-08 I DESIGN DEVELOPMENT NOV. 17, 2008 • project no, 720-04 • sheet S-0.05 1 2 3 4 5 7 21 0 10 11 SEE FART FLAN ON 51.01,4 12 13 I 1 1 1 1 1 1 1 I 1 1 I I I i I I I 1 I 1 I I 1 I I I 1 I I I I I 1 I 1 I I 1 I 1 I 1 I I I I I 1 a c 0z OVERALL FOUNDATION PLAN V -?-w 14 1 1 ZP I _ 1 i 1 I I i I 1 1 1 I I I 1 1 I 1 1 I _ 1 I 1 I I I I I 1 r 15 F-11 C Architects and Planners I,SY, Reeves V, FA.IA Kevin Ratigan, A.I,A. Ian A Reeves, Assoc, AIA. 333 N Knowles Ave, Winter Pail Raida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Fbnda 33901 239-461-3944 Corporate RegIstratlon No. AACOOT197 Orlando • Boca Raton P: 407 • 645. 3423 1-: 407 •645. 3790 D 912 Doothe Circle • Suite. 100 Longwood, FL 32750 bbmstructural.com F.95343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERIY RIGHISIIN THESE PLANS, THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE FXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAI ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. E 44 F ISanford Public Safety Complex G City of Sanford, Florida J 11 I DESIGN DEVELOPMENT NOV. 17, 20018 Design Development - Progress Check Set Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shill not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions • sheet title OVERALL FOUNDATION PLAN • scale, SHOWI`d- • drawn, - • checked - • approved - • date, 10-22-08 • project no. 720-04 . sheet S-1.01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H 216' —8' 4 I s—�oio 43'-2" 1 33'-0' 34'-0' 1 3,1'-0' 1 26'-9 3/4' 1 31'-4 5/8' 11'-3 5/8' 1 A FOUNDATION PLAN NO ES: TDs -1 TDs -1 TDS-1 1/4' PNL 1. FLOOR SLAB SHALL 5E 4' THI K CONCRETE U.O.L. 8. ALL FTGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS (TYP, UN ). I 13. CANOPY STRUCTURES 4 WALKWAY STRU I TURF 5Y SPECIALITY ENGINEER SEE ARCH'L DWCS FOR DETAILS I SLAB ON GRADE. REINFORCE WITH 6x6 W2.1xW2.1 � ■ Id ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ a����aa��� W.W.F. ON 10 MIL VAPOR 5ARRIPR OVER 9. SEE SHEET FOR PANEL REINF, EMBEDDED ITEMS 114. 6' SLAB ON GRADE WITH 46016' oz E.W. VAPOR BARRIER 101 COMPACTED POISON TREATED ENGINEERED FILL -IIS AND JOINT S. OVER COMPACTED POISON TREATED ENGINEERED '�` FILL. 1 I 1 2, t/ SLAB EL = +100 -0 CTYP, U O). REFERENCE ONLY - 10. SEE SHEETS 501,502, 5 3, 504 FOR STRUCTURAL 1 15. FOOTING SHALL NOT 5E POURED UNTIL 40AD IMPOSE SEE CIVIL DWGS FOR ACTUAL LEVATION. GENERAL NOTES. FROM CANOPY ARE PROVIDED 5Y SPE IALITY EN E�R I LOADS AND CANOPY SUPPORT CONDITf N MUST 5E 3. T/ WALL FTG EL - +SV -0' (TYfi�, UNO) 11. MAINTAIN STRUCTURAL LAB THICKNESS AT ALL FLOOR REVIEWED BY ENGINEER OF RECORD T REVIEW s a% SLOPES AND DEPRESSIONS. I ADEQUACY OF FOOTINGS. 4. t/ COL FTG EL = +98'-0' CTYP, UNO) 12. REFERENCE CMU WALL i INFORCEMENT SCHEDULE ON 16. I PROVIDE PRECAST LINTEL P5-1 OVER OORS AND WINDOWS I I I Ns I A II J I I ��� �• 1 B Architects cnd Flamers 5. ALL LILT -UP PANELS ARE 1/4'THICK 6 1/2" STRUCTURAL DWG S �' IN MASONRY WALLS UP TO 6'-6' SPANS., —r" ,— Kevn Ratigan, A.I,A, I 1 _ _ _ LSK Reeves V, FAIA. FEEM DENOTES 8 LOAD 5EARING MASONRY WALL SEE PLAN 7 1/4" PNL - Irn A. Reeves, Assoc. AIA, THICKNESS + 3/4' REVEAL ALL WANCE _ 1 1/4' TOTAL MASONRY W�4LL FULLY GROUTED OLLS WITH 05 ' THICKNESS) TYP UON ON PLANS VERTICAL �► 48' o.c 1�. FOR FOUNDATION SCHEDULE SEE Sa.01 333 ISI Knowles Ave, I I I ! I I I Whtef Pork Ronda 32789 6. ALL TILT -UP PANELS ARE VIE�ED FROM THE INSIDE OF DENOTES C U LOAD BEARING WALL WITH *5032' VERT. j (40n 647-1706 THE BLDG. BARS IN GRPUTED CELLS FOUNDATION FLAN KEY NOTE : 158 �1 �. STEP AND/OR LOWER FOUNDA EONS WHERE SHOWN AND ®DENOTES 8'1 NON LOAD BEARING MASONRY WALL I (2) *4x4'-0' LONG* 3' OG PLACED 2' C R FROM ' I 239-461-3944 AS NECESSARY TO AVOID IN RFERENCE WITH OTHER ALL NON -BARING MASONRY SHALL BE *5 48 VERT, O CORNER, CENTERED IN SLAB CTYP WHERE SHOO N). Q SLOPE SLOPE qA j ` ' TRADES. SEE CONCRETE GEN RAL NOTES FOR DETAILS ,2 B B M AND SECTIONS. PARTICULAR T ENTIONPROPS SHALL NS PAID TD5 PARTIAL FOUNDATION PLAN , N TO DOWNSPOUTS ENSURING TH T PROPER ACTIONS HAVE s �� C • BEEN TAKEN TO PREVENT PIP 5 FROM CONFLICTING WITH I 111 I I THE FOUNDATION SYSTEM. ------------ ------ SCALE- 1/8•-1'-O• I � J STAIR 03 I I I I I I I I s-tao J, L WF50 J, L -1 1/4' PNL WF26 I L WF26 UJF26 1 r �I 0. SLAB I OPr:lo4n d0o7 •6B4o5ca . Ra3t4on2 3 1/4' L F: 407•645. 3790 _ 1912 Boothe Circle • Su ite 100 ,1/4' PNL ► Ia I I Longwood. FL 32750 1 i I 1 SEE MOTE *14 1 bbm EB53431,com �"' � I Bora Erbilen P.E. #55996 �\ ERVES HIS COMMON INEERELAW COPYRIGHT REBY YAND SOTHER L PROPERTY RIGHTS IN THESE PLANS. THIS .. y.. ., ... , :. .1, �,,1I I DESIGN AND DRAWINGS ARE NOT TO BE 1- R COPIED IN 12 I I I I I I I 1 � I �LT I .I`1� I I WITHOUT REPRODUCED, FRM OBTAINING TO WHATSOEVER I I J �,,,� ,+.,,, ;, I ANY FORM OR MANNER WHATSOEVER WRITTEN PERMISSION AND CONSENT OF — F W '^Y•' ( I "BBM STRUCTURAL ENGINEERS", NOR ARE I ( THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN D PERMISSION AND CONSENT. I I WF20 II II II I I I I III II o I ' _ �E II C G C C II TYP F86 F F80 F80 I I SLA QA I I III I I F/ 5 1/2 TILT PNL 2 - - - - - - - - - - - - - - - - - - - - -2111 LB - - - - - - - - - - - - =� - - - - - - - - - 77F7 1111 ©m 5 �02i 0' A �f r �.� � ■ Id ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ a����aa��� : g:■ ■■■■■■■■■ IS A -IIS I I I Ns I A II J I I ��� �• 1 B Architects cnd Flamers 5. ALL LILT -UP PANELS ARE 1/4'THICK 6 1/2" STRUCTURAL DWG S �' IN MASONRY WALLS UP TO 6'-6' SPANS., —r" ,— Kevn Ratigan, A.I,A, I 1 _ _ _ LSK Reeves V, FAIA. FEEM DENOTES 8 LOAD 5EARING MASONRY WALL SEE PLAN 7 1/4" PNL - Irn A. Reeves, Assoc. AIA, THICKNESS + 3/4' REVEAL ALL WANCE _ 1 1/4' TOTAL MASONRY W�4LL FULLY GROUTED OLLS WITH 05 ' THICKNESS) TYP UON ON PLANS VERTICAL �► 48' o.c 1�. FOR FOUNDATION SCHEDULE SEE Sa.01 333 ISI Knowles Ave, I I I ! I I I Whtef Pork Ronda 32789 6. ALL TILT -UP PANELS ARE VIE�ED FROM THE INSIDE OF DENOTES C U LOAD BEARING WALL WITH *5032' VERT. j (40n 647-1706 THE BLDG. BARS IN GRPUTED CELLS FOUNDATION FLAN KEY NOTE : 158 �1 �. STEP AND/OR LOWER FOUNDA EONS WHERE SHOWN AND ®DENOTES 8'1 NON LOAD BEARING MASONRY WALL I (2) *4x4'-0' LONG* 3' OG PLACED 2' C R FROM ' I 239-461-3944 AS NECESSARY TO AVOID IN RFERENCE WITH OTHER ALL NON -BARING MASONRY SHALL BE *5 48 VERT, O CORNER, CENTERED IN SLAB CTYP WHERE SHOO N). Q SLOPE SLOPE qA j ` ' TRADES. SEE CONCRETE GEN RAL NOTES FOR DETAILS ,2 B B M AND SECTIONS. PARTICULAR T ENTIONPROPS SHALL NS PAID TD5 PARTIAL FOUNDATION PLAN , N TO DOWNSPOUTS ENSURING TH T PROPER ACTIONS HAVE s �� C • BEEN TAKEN TO PREVENT PIP 5 FROM CONFLICTING WITH I 111 I I THE FOUNDATION SYSTEM. ------------ ------ SCALE- 1/8•-1'-O• I � J STAIR 03 I I I I I I I I s-tao J, L WF50 J, L -1 1/4' PNL WF26 I L WF26 UJF26 1 r �I 0. SLAB I OPr:lo4n d0o7 •6B4o5ca . Ra3t4on2 3 1/4' L F: 407•645. 3790 _ 1912 Boothe Circle • Su ite 100 ,1/4' PNL ► Ia I I Longwood. FL 32750 1 i I 1 SEE MOTE *14 1 bbm EB53431,com �"' � I Bora Erbilen P.E. #55996 �\ ERVES HIS COMMON INEERELAW COPYRIGHT REBY YAND SOTHER L PROPERTY RIGHTS IN THESE PLANS. THIS .. y.. ., ... , :. .1, �,,1I I DESIGN AND DRAWINGS ARE NOT TO BE 1- R COPIED IN 12 I I I I I I I 1 � I �LT I .I`1� I I WITHOUT REPRODUCED, FRM OBTAINING TO WHATSOEVER I I J �,,,� ,+.,,, ;, I ANY FORM OR MANNER WHATSOEVER WRITTEN PERMISSION AND CONSENT OF — F W '^Y•' ( I "BBM STRUCTURAL ENGINEERS", NOR ARE I ( THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN D PERMISSION AND CONSENT. I I WF20 II II II I I I I III II o I ' _ �E II C G C C II TYP F86 F F80 F80 I I SLA QA I I III I I F/ 5 1/2 TILT PNL 2 - - - - - - - - - - - - - - - - - - - - -2111 LB - - - - - - - - - - - - =� - - - - - - - - - 77F7 1111 ©m 5 �02i 0' A TDS 19 II II II I I WF26 J — � 1/4' PNL N I I G F80 I— F I I I I C C r� LTJ LTJ t'.1 ELEV. EQUIPMENT 1 ROOM I � 1 1 1 -1 1/4' TILT PNL I I PANEL ABOVE L MATCHLINE I IN s -,sol � ' �I I SII Id -IIS SII II II II TDS 19 II II II I I WF26 J — � 1/4' PNL N I I G F80 I— F I I I I C C r� LTJ LTJ t'.1 ELEV. EQUIPMENT 1 ROOM I � 1 1 1 -1 1/4' TILT PNL I I PANEL ABOVE L MATCHLINE I IN s -,sol � ' �I I 2 2, 3. 4. 5. n d 0 9. 3 4 5 6 7 8 FOUNDATION PLAN NOTES: FLOOR SLAB SHALL BE 4' THICK CONCRETE U_ON_ SLAB ON GRADE. REINFORCED WITH 6x6 W2.1xW2.1 W.W.F. ON 10 MIL VAPOR BARRIER OVER COMPACTED POISON TREATED ENGINEERED FILL T/ SLAB EL = +100'-0' (TYP, UNO). REFERENCE ONLY - SEE CIVIL DWGS FOR ACTUAL ELEVATION. T/ WALL FTG EL = +95'-0' (TYP, UNO) T/ COL FTG EL +95'-0' (TYP, UNO) ALL TILT -UP PANELS ARE -7 1/4' THICK 6 1/2' STRUCTURAL THICKNESS + 3/4' REVEAL ALLOWANCE - -7 1/4' TOTAL THICKNESS). TYP UON ON PLANS ALL TILT -UP PANELS ARE VIEWED FROM THE INSIDE OF THE BLDG. STEP AND/OR LOWER FOUNDATIONS WHERE SHOWN AND AS NECESSARY TO AVOID INTERFERENCE WITH OTHER TRADES. SEE CONCRETE GENERAL NOTES FOR DETAILS AND SECTIONS. PARTICULAR ATTENTION SHALL BE PAID TO DOWNSPOUTS ENSURING THAT PROPER ACTIONS HAVE BEEN TAKEN TO PREVENT PIPES FROM CONFLICTING WITH THE FOUNDATION SYSTEM. ALL FTGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS (TYP, UNO). SEE SHEETFOR PANEL REINF, EMBEDDED ITEMS AND JOINT S. 61 M h L 9 10 11 12 13 14 19 A 10. SEE SHEETS SZI,6.02, 5.03, 5.04 FOR STRUCTURAL B GENERAL NOTES_ 11. MAINTAIN STRUCTURAL SLAB THICKNESS AT ALL FLOOR SLOPES AND DEPRESSIONS. 12• REFERENCE CMU WALL REINFORCEMENT SCHEDULE ON DWG 5--- ,l DENOTES S' LOAD BEARINGS MASONRY WALL SEE PLAN MA50NRY WALL FULLY GROUTED OLLS WITH 05 VERTICAL 0 45' o.c DENOTES CMU LOAD BEARING WALL WITH *5632' VERT. BARS IN GROUTED CELLS C ® DENOTES S' NON LOAD BEARING MASONRY WALL ALL NON-BEARING MASONRY SHALL BE *5a►48' VERT. 13. CANOPY STRUCTURES 4 WALKWAY STRUCTURE BY SPECIALITY ENGINEER. SEE ARCH'L DWGS FOR DETAILS 14. 6' SLAB ON GRADE WITH %016' o__- E.W. VAPOR BARRIER OVER COMPACTED POISON TREATED ENGINEERED FILL. 15. FOOTING SHALL NOT BE POURED UNTIL LOAD IMPOSED FROM CANOPY ARE PROVIDED BY SPECIALITY ENGINEER" p LOADS AND CANOPY SUPPORT CONDITION MUST BE REVIEWED BY ENGINEER OF RECORD TO REVIEW ADEQUACY OF FOOTINGS. 16. PROVIDE PRECAST LINTEL P5-1 OVER DOORS AND WINDOWS IN MASONRY WALLS UP TO 6'46' SPANS. 11. FOR FOUNDATION SCHEDULE SEE 52.01 FOUNDATION PLAN KEY NOTES: (2) *4x4'-0' LONG a 3' OC PLACED 2' CLR FROM 0 CORNER, CENTERED IN SLAB (TYP WHERE SHOWN). E oI s 6 ELEV. EQUIPMENT U ROOM TDS I !"'- -11/4' TILT PNL � I I I I PANEL ABOVE II I FD FD —4 � WL' MATCHLINE I I 1 --�-- r1 q I 'I I I — WF216 J --- — -- 5' TILT PNL ; TILT 1- ------ I WF26 1 ---------- 5' PNII 1 1 1 I I 1 I , - - - - - - - - - - �' - ;' -� - - -�- - - Q �- - - - T/SLAB --�- - S I I C14 ELEV. + .I 1 I I 1 1 fl I I ;I 1 I 1 I r , I II II I S TILT PANEL II I 1 1 1 1 ' I J - 1 -------------- 2.1 __- 50 -0 I I ' A PARTIAL FOUNDATION PLAN E S _.keG'� 1 P� G*j- . Architects and PIm- fs ISK, Reeves V, F,AIA Kevin Ratigan, A,I,A. Icn A Reeves, Assoc, AIA, 333 N Knowles Ave, Whter Pak ITorlda 32789 (404 647-1706 1518 Hendrytreet Ft. MyFi ryy ers, 33901 239-4613944 corporate r*gWatlon No, AACOOT197 B -B-M Orlando - Boca Raton P: 407 -645. 3423 F: 407 •645. 3790 1912 Boothe Circle - Suite 100 Longwood, FL 32750 bbmstructural.com E85343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F ISanford Public Safety Complex City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his corre= law copyright and other property rights In these drawings. These ctawirgs shd I not be reproduced Wthout written permission and consent H of the architect; nor are they to be assigned to any party wf )ut first obtdit written pemyssi�on and consent, • revisions J 110 DESIGN DEVELOPMENT NOV. 17, 2008 • sheet title PARTIAL FOUNDATION PLAN • scale) SHOM • drawn, - • checked - • approved - • date. 10-22-08 • project no, 720-04 • sheet S -11-01b 1 2 3 4 5 6 7 8 9 10 11 12 13 14 18 CO7 C07 D.1) (E.2) (E.8) H FOR FOUNDATION PLAN NOTES REFER TO 514EET 51.0216 J K 0 M PARTIAL FOUNDATION PLAN SCALE- 11/89011110-09 1 0 A C 151 IO Oe G�N9 Architects and Flamers LSY, Reeves V, FAIR Kevin Ratigan, A.A. Im A Reeves, Assoc, ALA 333 N Knowles Ave. Whter Pak, RaW 32789 (407) 647-VO6 Ff.5 yy Street Wem Rokb 33901 239-461-3944 Corporate Re*kdlon No, AACOOT97 B -B-M Orlando . Boca Raton P: 407 •645. 3423 F: 407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com E85343 Bora Erbllen P.E. /55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAW NGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F Sanford Public Safety Complex G City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawhgs shd not be reproduced without written permission and consent H of the crct tect, nor ore they to be assigned to cny party without fist obtwng written permission cnd consent • revisions J K DESIGN DEVELOPMENT NOV. 17, 2008 • sheet title PARTIAL FOUNDATION PLAN • scale, SHOW`F • checked - • approved - • date, 10-22-08 • project no. 720-04 • sheet S -1.01C SEE FART FLAN ON 81.02A � I I � � 1 I 1 I I 1 1 I I I I 1 I I i 1 I I I 1 I 1 I I 1 1 I 1 I 1 1 1 I 1 I 1 1 1 1 1 I I 1 I I I I I I I 1 1 I I I SEE FART PLAN ON 51.02C: gMINE —EEEEEE TILT WAIL ---.Z--_.�---------------- MEN _� __ -- - WINE__ _ _—__-- W000 I A l I W O� I i 1 I OVERALL SECOND FLOOR FRAMING PLAN A Al Es Ic E 41 G z J K DESIGN DEVELOPMENT NOV. 17, 2008 Architects cnd Plcnners I,S,K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. l n A Reeves, Assoc, AlA 333 N, Knowles Ave, Wnter Pcrk Florida 32789 (407) 641-1706 1518 Hendry Street Ft, Myers, Fbnda 33901 239-461-3944 Corporate Registration No. AACOOT197 Orlando • Boca Raton P: 407 • 645. 3423 F: 407 • 645 • 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructu ral.com EB5343 Bora Frbilen P.F. x/55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPFRTY RIGHTS IN THESE PLANS, THIS DESIGN AND DRAW NGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PFRMISSION AND CONSENT OF "BBM STRUCTURAI ENGINEERS", NOR ARE THEY TO BE ASSIGNED 10 ANY PARTY WIIHOUI FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN Sanford Public Safety Complex City of Sanford, Florida Design Development - Progress Check Set Architect hereby e>pressly reserves his common law copyright and other property rights in these drawings. These drawings shd not be reproduced without written permission and consent of the architect, nor cre they to be assigned to any party without fist obtaining written permission and consent, • revisions • sheet title OVERALL SECOND FLOOR FRAMING PLAN • scale. SHOW14 • drawn, - • checked - • approved - • date, 10-22-08 • project no. 720-04 . sheet 5-1.02 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A I I I I I I I I I I I I 2 .C._4B1 I fti U N V vo 14 LWW STEEL PAN STAIR AND LAND INCA 5Y OTHERS C(1 IIIU X ND E z Y 1001 m X N_ W24x94 () c=1-1/2' N Cq u N U x E W24x94 (31 B o PARTIAL 2FLR FR.hMING PLAN v NQ N X �1 N V E I I I I I I r lid I ii 1-._.1 F._. -I D E F G A I I I II III -. II II , LILT WALL I I i --- ---- PANEL BELOW X I I X I X' I I kb x { X x ' N II N I NII N N I3 — _"I 11 I ii I I I II I 11 I 11 "q. II C4 C X %D %0 t ri So L------------- ---- 6J 7 NN l l No No I� II �. CA I� 11 d1 6) CA C U M u 01 u 3 11 U 11 11 11 11 II 0) 11 C1 11 M Cn 11 11 11 11 I 10 U N U N U N U N U N U N U N U U N N U CA U I I CA VQ No %9 No ND ND NQ 11 voC14 IIS x �9 x �4 x %4 x %4 X N4 X %4 x N4 C4 x 14 04 C*4 x x %0 -.0 C4 x %0LL_ 11 x II14 X _j ii N 3 3 3 3 �----- — ----- - 6 _ 6J 7 u \D NQ 3 3 C6) 1 (6) 1 c�l X Y, 4x62 c ■ 3Y4' (2) 1 (5) N Z. N V E W214x62 c.3Y4' C6) 1 (2) 1 C6) (5) '1 C6) 1 NN l l No No 04 �. CA t (11 11 IN� � U VI u \D NQ 3 3 C6) 1 (6) 1 c�l X Y, 4x62 c ■ 3Y4' (2) 1 (5) N Z. N V E W214x62 c.3Y4' C6) 1 (2) 1 C6) (5) '1 C6) 1 1 (5) 12) 7 n x 3 (12) 1 62 c=1' '2) 1 (6) N (v x vo 3 124x62 co (4) N l X 3 (6) V (20) NN l l No No 04 �. CA t 1 (5) 12) 7 n x 3 (12) 1 62 c=1' '2) 1 (6) N (v x vo 3 124x62 co (4) N l X 3 (6) V (20) 1=3 (20) 1 0, n u \.'I� u�i . �. CA t C4 11 IN� � U \0 u 1=3 (20) 1 0, O 3� 3 1 4x68 c=1- 4' C6) I (11) n u U u�i I%.- �. (A (+) CA \Q Cq � N N O 3� 3 1 4x68 c=1- 4' C6) I (11) X �, Cf, I%.- �. ^� CA \Q Cq � u \ u 3 m I� 3 m 3 X N X 3 i �I a I I II � City of Sanford, N Florida II � II l , x6s c=1-14' W18x35Design Development - (10) (10) (6) C6) (2) (6) C6) C6) (2) C6) CI�r - N - N - (y - N - C4 I i 1 i i 3 3 3 Progress Check Set II II S 901 lw I I I I Architect hereby expressly reserves hIs cormion law copyright and other 0 property rights In these drawhgs. These �t J, �t ;t �t �t �t �t �t :t �t tt drawhgs td not be reproduced \ \ \ \ \ \ \ \ \ \ \ , without written pemtsion and Consent n n u n C c(1 nl M CA CA CA 11 u n II (tl (rl 61 U U U U 11 n n u n u n u 11 n U U U U 11 u Xof the architect, nor party they to be u U u 0 U u u U U U N u U N H assigned to any p`}r without first .. �. (q M 0) (4 cv (tl iA It Cr �- C!1 � � • Obtani written and CAnSent, N N N N N NN N N x N N N N N X x x x N N x x x x • revisions ns x X X x x x x x x X X 3 \ \Q \Q \ \Q \91 \0 \D DN, X X X X X 3 3 3 STAIR OPEN _ _ _ _ _ __ _ ___ •sheet trtie Q = � �, � � � `" � � � � � '" � �' �► � � � � � FRAMING PLAN v N N N N N N N • SCC>rel Si -lowly - • checked - 1 II 5-010 •approved - 6 � _ 3 - •date, 10-22-08 Wex10 S � -----I------------------ —I-- --- ---------- --------- — -- -- -- -- — •project no. 720-04 MATCHLINE I � TIL- ^� •sheet S -1.02a DESIQIN DEVELOPMENT NOV. 17, 2008 GJ\S o\N ` V� Architects and Flamers ISK, Reeves V, FAIA Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. ALA 333 N Knowles Ave. Minter Pak Pa do 32789 (407) 647-U06 1518 Head ( Street Ft. Myers, 33901 239-461-3944 ate cooTKn B -B-M Orlando . Boca Raton P: 407 -645. 3423 F: 407 -645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbm structural. com EB5343 Bora Erbilen P.E. x'55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS-, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F Sanford Public Safety Complex N N �. � 11 U X Cq 111 U X 3 3 m I� m m m I I N I N ' N N Cn II U II U II U 11 U I ii N N N N �----- — ----- - II I II NQ ND 39 ND E II N m(P I� POST 3 N 3 3 Ix UP II II W21x44 (IL) G■3/4' I__-------- — —�—_ N X 3 i �I a I I II � City of Sanford, N Florida II � II l , x6s c=1-14' W18x35Design Development - (10) (10) (6) C6) (2) (6) C6) C6) (2) C6) CI�r - N - N - (y - N - C4 I i 1 i i 3 3 3 Progress Check Set II II S 901 lw I I I I Architect hereby expressly reserves hIs cormion law copyright and other 0 property rights In these drawhgs. These �t J, �t ;t �t �t �t �t �t :t �t tt drawhgs td not be reproduced \ \ \ \ \ \ \ \ \ \ \ , without written pemtsion and Consent n n u n C c(1 nl M CA CA CA 11 u n II (tl (rl 61 U U U U 11 n n u n u n u 11 n U U U U 11 u Xof the architect, nor party they to be u U u 0 U u u U U U N u U N H assigned to any p`}r without first .. �. (q M 0) (4 cv (tl iA It Cr �- C!1 � � • Obtani written and CAnSent, N N N N N NN N N x N N N N N X x x x N N x x x x • revisions ns x X X x x x x x x X X 3 \ \Q \Q \ \Q \91 \0 \D DN, X X X X X 3 3 3 STAIR OPEN _ _ _ _ _ __ _ ___ •sheet trtie Q = � �, � � � `" � � � � � '" � �' �► � � � � � FRAMING PLAN v N N N N N N N • SCC>rel Si -lowly - • checked - 1 II 5-010 •approved - 6 � _ 3 - •date, 10-22-08 Wex10 S � -----I------------------ —I-- --- ---------- --------- — -- -- -- -- — •project no. 720-04 MATCHLINE I � TIL- ^� •sheet S -1.02a DESIQIN DEVELOPMENT NOV. 17, 2008 GJ\S o\N ` V� Architects and Flamers ISK, Reeves V, FAIA Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. ALA 333 N Knowles Ave. Minter Pak Pa do 32789 (407) 647-U06 1518 Head ( Street Ft. Myers, 33901 239-461-3944 ate cooTKn B -B-M Orlando . Boca Raton P: 407 -645. 3423 F: 407 -645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbm structural. com EB5343 Bora Erbilen P.E. x'55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS-, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F Sanford Public Safety Complex N N �. � 11 U X Cq 111 U X 3 3 N X 3 i �I a I I II � City of Sanford, N Florida II � II l , x6s c=1-14' W18x35Design Development - (10) (10) (6) C6) (2) (6) C6) C6) (2) C6) CI�r - N - N - (y - N - C4 I i 1 i i 3 3 3 Progress Check Set II II S 901 lw I I I I Architect hereby expressly reserves hIs cormion law copyright and other 0 property rights In these drawhgs. These �t J, �t ;t �t �t �t �t �t :t �t tt drawhgs td not be reproduced \ \ \ \ \ \ \ \ \ \ \ , without written pemtsion and Consent n n u n C c(1 nl M CA CA CA 11 u n II (tl (rl 61 U U U U 11 n n u n u n u 11 n U U U U 11 u Xof the architect, nor party they to be u U u 0 U u u U U U N u U N H assigned to any p`}r without first .. �. (q M 0) (4 cv (tl iA It Cr �- C!1 � � • Obtani written and CAnSent, N N N N N NN N N x N N N N N X x x x N N x x x x • revisions ns x X X x x x x x x X X 3 \ \Q \Q \ \Q \91 \0 \D DN, X X X X X 3 3 3 STAIR OPEN _ _ _ _ _ __ _ ___ •sheet trtie Q = � �, � � � `" � � � � � '" � �' �► � � � � � FRAMING PLAN v N N N N N N N • SCC>rel Si -lowly - • checked - 1 II 5-010 •approved - 6 � _ 3 - •date, 10-22-08 Wex10 S � -----I------------------ —I-- --- ---------- --------- — -- -- -- -- — •project no. 720-04 MATCHLINE I � TIL- ^� •sheet S -1.02a DESIQIN DEVELOPMENT NOV. 17, 2008 GJ\S o\N ` V� Architects and Flamers ISK, Reeves V, FAIA Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. ALA 333 N Knowles Ave. Minter Pak Pa do 32789 (407) 647-U06 1518 Head ( Street Ft. Myers, 33901 239-461-3944 ate cooTKn B -B-M Orlando . Boca Raton P: 407 -645. 3423 F: 407 -645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbm structural. com EB5343 Bora Erbilen P.E. x'55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS-, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F Sanford Public Safety Complex I ■ ,S 4 5 6 / 6 9 10 11 12 1.5 14 15 COMPOSITE FLOOR FRAMING PLAN NOTES: 1. FLOOR SLAB SHALL BE AN UNSHORED 3' COMPOSITE FLOOR DECK +3 1/ 2' NW SLAB (6 1 /2' TOTAL THICKNESS) CONC SLAB REINF W/ 6x6-W2.1xW2.1 WWF ON 20 '-ga GALV GSO COMPOSITE METAL DECK, (3) SPAN MIN. NOTE 1: A BLEND OF STEEL AND POLYPROPYLENE FIBERS (NOVOMESH 850) 18 AN ACCEPTABLE ALTERNATIVE TO WELDED -WIRE FABRIC. FIBERS SHALL BE AS MANUFACTURED BY PROPER CONCRETE SYSTEMS (OR APPROVED EQUAL) APPLIED AT A RATE OF 24 lbs/CY. NOT 2: IF (3) SPAN .CONFIGURATION CANNOT BE ACCOMMODATED, 18ga GALV GS0 MTL DECK MUST BE USED. NOT 3: DECK SHALL NOT BE PLACED CONTINUOUS OVER THE GIRDER BEAMS. TERMINATE AND START DECK ON EACH SIDE OF GIRDER BEAM AS SHOWN ON NOTE CS& ON SHT 50.04 2. T/ SLAB EL 3. T/ STEEL EL =+115'-5 1/2' 4. ( * ) SHOWN BY STL BEAM CALLOUT ON PLAN IND ICATES NUMBER OF 3/4'4)x 5 1 /2' LONG HEADED STUDS (SEE GENERAL NOTES FOR STUD LAYOUT ON BEAMS) 5. BEAM CAMBER 18 DESIGNATED AS 'C -' FOR EACH BEAM REQUIRING CAMBER 6. BEAM END REACTIONS AS SHOWN ON PLAN ARE ULTIMATE REACTIONS (ALREADY FACTORED). 1. BEAMS HAVE BEEN DESIGNED TO BE UNSHORED. FLOOR FRAMING PLAN KEY NOTES: t� (2) #4x4' -O' LONG a 3' OC PLACED 2' CLR FROM CORNER, CENTERED IN SLAB (TYP WHERE SHOWN) NOTES TO GC1 1. NO CONDUIT OF ANY KIND SHALL BE PERMITTED TO RUN HORIZONTALLY WITHIN THE SLAB. CONDUIT MUST BE RUN BELOW THE STRUCTURAL MEMBERS AND COME UP VERTICALLY THROUGH SLAB WHERE NECESSARY. 2. NO CONDUIT SHALL BE PERMITTED TO RUN THROUGH, EITHER HORIZONTALLY OR VERTICALLY, ANY STRUCTURAL MEMBER. 3. VERTICAL PENETRATIONS THROUGH THE SLAB, WHERE PERMITTED, MUST BE SLEEVED. 4. CAMBER ON STL BEAMS SHALL BE MEASURED PRIOR TO MTL DECK PLACEMENT AND SHALL BE REPORTED TO ENGINEER OF RECORD. THE ENGINEER OF RECORD MAY REQUIRE THE GC TO PLACE SHORES UNDER BEAMS IF MEASURED CAMBER IS LESS THAN SPECIFIED CAMBER IN CONSTRUCTION DOCUMENTS. I W8x10 S MATCHLINE 7 ------------ v ( ) ------ ------ FLOOR DESPIGN LADS AREA SUPERIMPOSESD DEAD LOAD (PSF) LIVE LOAD OFFICE 20 PSF 80 PSF MECH 85 PSF 150 PSF STORAGE 10 PSF 200 PSF EXCERSICE BIKE ARE 90 PSF 100 105F CANOPY STORAGE 10 PSF 150 PSF ROOF 22 PSF 20 PSF I I I M Mc - 1 I II ------------ I r~I I TILT PNL II BELOW I MC I I MC I I II I I MC I I MC I I I II I II I HSS x4x3/8 I I I I I A � . PARTIAL 2nd FLOOR FRAMING PLAN II � MCIMc MCI IMC I III Q' MCI IMC I II � II I 2 5 A 11 C U E F V� Architects and P&ms IS1C Reeves V, F,AIA Kevin Ratlgan, A.I A, Irn A Reeves, Assoc, AIA. 333 N Knowles Ave. Whter Pork Rodda 32789 (407) 647-F06 1518 Hencky Street Ft. Myers, Rodda 33901 239-461-3944 � � B -B-M Orlando e Boca Raton P: 407 •645. 3423 F: 407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com EB5343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN Sanford Public Safety Complex G City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his corrrrron law copyright and other property rights In these drawings. These drawngs shall not be reproduced without written pernissi�on and consent H of the crchitect, nor cre they to be assigned to cny party wffhout *st obtaining written perrnission and consent • revisions J 12 DESIGN DEVELOPMENT NOV. 17, 2008 • sheet tine PARTIAL SECOND FLOOR FRAMING PLAN • scale, SHOWN • crawn - • checked - • cIpproved - • date, 10-22-08 • project no, 720-04 • sheet S -1.02b 1 1/2' 2 S 4 5 6 / d 9 10 11 12 1S 14 15 SEE NOTES ON SI-IEET 51.02b 1 r vi • l j f TIT I I I � II _ II II II II II , II M M @ 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 I I I CANOPY FR�MING BY OTHERS I I I I I I I I I I I I I I I I I I D.1 E.2.8 G H I J K L M PARTIAL 2nd FLOOR FRAMING PLAN— SCALE- 1/8'-1'-0' I I I I T/PARAP�T EL. +124'-21 F-11 r 107 0 C \S P�P-' Architects aid Planers ISK, Reeves V, FALA, Kevin Ratigan, A,I.A, Ian A Reeves, Assoc. ALA 333 N Knowles Ave. Whter Park Florida 32789 (404 647-VO6 1518 Henc k -y Street Ft Myers, Fonda 33901 239-461-3944 Corporate PegWalion No, AACOOT197 B -B-M Orlando . Boca Raton P: 407 •645. 3423 F: 407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com E85343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSIN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F Sanford Public Safety Complex G City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his common law Copyright and other property rights In these drawings, These drawings " not be reproduced without written per nsson and consent H of the architect, nor cre they to be assigned to any party without fist Obtcilrlg written perrdssionon and consent, • revisions J 11 DESIGN DEVELOPMENT NOV. 17, 2008 • sheet title PARTIAL SECOND FLOOR FRAMING PLAN • scale, SHOW • crawn - • checked - • approved - • date 10-22-08 • project no, 720-04 • sheet 8-1.02c 2 S 4 5 6 / 8 9 10 11 12 115 14 15 Co H ` SEE PART PLAN T ON 51.03A a j I I I 0 TADARAFM � � 1 I I 1 1�th th I 1 ' $ 1 I 1I 1 _ — JO 6 JOIST 61111c/R JOIST 6411cm JOIST 6111111PrlR JOIST arzmm JOIST 041110M I I I 1 I 1 I 1 � I I 1 JOIST 6fl1111DSR JOIST 6MIDSR JOIST 64mR1! JOIST GF&MR JOIST 61RDSR JOIST dNlDlR 1 all a, go II KU11 Tr- 1OR ��ISI-- ISII—I I I I I I SEE PART PLAN A -f-------------- —-------------------- — ------ -----v 0M TF r I 1 ON 51.03c ��-- -- 1 I II 1 ===l------- ------ -- -------- - ------------- 8 _ ---- — 1— I I I I I I 1 t* ...... p- - ------------------- ------ '- ----- n�ce- �--- ---�- - - - - - - - 1 ROO* e.Low 1 0 _ _ _ _ — _ _ — — _ _ _ — _ JOIST 6R JOIST 61ROB! JOIST 6n®eR- 1 I I I I I I 1 1 1 - - - - - - - - - - - - - - - - - - -I - 1 1 1 1 I 1 � I H .7� OVERALL ROOF FRAMING PLAN z I I I 1 I I i; - — — — — — — — — — — — — — — — — - -�— I ; 5 - - i i --r=71=17 1 T S V 7' ROOT PANL HIGH ROOF FRAMING PLAN sa►Le. v,sR-r-W A I:1 C X E Architects and Pdmrs ISK. Reeves V, FAIR Kevin Ratigan, A.I.A. l n A Reeves, Assoc. AIA 333 N Knowles Ave. V* tv Pcrk Ralda 32789 (407 647-vo6 1.518 Henckv Street Ft. Myers, Rodda 33901 239-461-3944 Corporate orlon B •B•M Orlando . Boca Raton P: 407 •645. 3423 F: 407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmetructural.com EB5343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS". NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F Sanford Public Safety Complex G City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his caffrm law copyright and other property rights n these drawhgs. These dawhgs shall not be reproduced without written permission and consent H of the ar&1tect, nor are they to be assigned to any party wiitxx t first obtcsi q written pwdssion and c:or).wt, • revisions K I DESIGN DEVELOPMENT NOV. 17, 2008 • sheet tine OVERALL ROOF FRAMING PLAN • scaLa SROM • yawn, - • Checked - • approved - • date, 10-22-08 • project no. 720-04 • sheet 5-1.03 1 Z S 4 5 6 / t3 9 10 11 12 1S 14 15 A B C D E F G H A A. T/PARAPET , EL. +134 -0' ' I I T/PARAPE EL. +134'-0 0 � B 11Cfitects and P�ErS Reeves V, F Kevin Ratigan, A,LA, PARTIAL ROO , FRAMING PL-- �N Ai IcnAReeves, Assoc. AIA 333 N Knowles Ave. 3C LES 1/81-1'-0• 0 Whter Pak Pado 3089 (404 647-706 I , 0 T/PARAPET 1518 Street EL. +134'-0' I I Ft. Myers, Florida 33901 239-4b1-3944 I 1 C14 I I Corporate Re�Btratbn No, AAC001197 I I O I , C B •B•M I I I I I I ' I I I I ' T/PARAPE , I T/PARAPE EL. +134'-0 ' ' EL. +134'-0 " ' , 1 :ijl T/PARAPET EL. +134'-0' Orlando . Boca Raton 1 P: 407.645.3423 D F:407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com 1 EB5343 Boro Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSIN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE 1, REPRODUCED, CHANGED OR COPIED IN `S '�' U, •�. (J ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED V r¢ O 0 O 0 IILI Cr - "BBM STRUCTURAL ENGINEERS", NOR ARE N 0 N C4 THEY TO BE ASSIGNED TO ANY PARTY , N � N B N � � N � � I WITHOUT FIRST OBTAINING SAID WRITTEN N 1 N _I 1174 , PERMISSION AND CONSENT. N Cn (n N Cti tll STAIR 03 ® v I E 2 - - - - JOI T GI ER JOIST GIRDER JOIST GIRDER JOIST GIRDER JOIST GIRDER lie JOIST GIRDER LB C I KEY PLAN I F Sanford Public T/PARAPE Safet Complex EL. +134'-m 0 W 0 u 0 0 v 1 1 I City of Sanford, Florida 3 - - - JOIST GIRDER JOIST GIRDER JOIST GIRDER JOIST GIRDER JOIST GIRDER JOIST GIRDER Design Development - Progress Check Set Architect hereby expressly reserves his corrmon law copyright and other II II property rights In these ctawngs. These d'awngs shd not be reproduced without written pemwilon andconsent p 0 0 II II of the architect, nor are they to be H assigned to any party without fist obtahng written perrrission and consent N , N q1 C4 N II II II N N N N II • revisions ------------------------ — —— ------------- 1 II II II - - - - - - - - --- — -- ----r r -- — --- -- ------------------- % II OPEN II II STAI *l ' ' 1 IF II II ' 4 - - - II sheet title PARTIAL ROOF ' FRAMING PLAN I .6 C.1 - scale, SHOWN • drawn - I ------------ ------------------ - - ------------- -- -------------------- 6 —----------------------— — — — — — — — — — — approved - I \�� --------------------------- • date, 10-22-08 ----- ------ -- ---- ---- ------ --- • project no, 720-04 MATCHLINE I E. Sheet S -1.03a TDESIC3N DEVELOPMENT NOV. 17, 2008 2 S 4 5 a 0 9 ROOF FRAMING NOTE: I. ROOF SYSTEM SHALL BE B.U.R. MEMBRANE ON LIGHTWEIGHT INSULATING CONCRETE (200 PSI) OVER 1.5' GALVANIZED G50 VENTED TYPE B ROOF DECK CONTINUOUS OVER (3) OR MORE SPANS. REFER TO ROOF DECK PLAN FOR DECK GAGE AND ATTACHMENT REQUIREMENTS. 2. SEE SWT 85.0 FOR ROOF DECK ATTACHMENT PLAN 3. TOP OF PARAPET EL. +30'-10' TYP U.I.O. 4. JOIST BEARING ELEVATIONS VARY UNIFORMLY BETWEEN HIGH POINT 4 LOW POINT. 5. SEE UPLIFT BRIDGING DETAIL 'A' ON 55.0 6. 'BTJ' REFERS TO BOLTED TIE JOIST IN ACCORDANCE WITH OSHA REQUIREMENTS. i. JOIST MANUF. SHALL DESIGN SPECIAL JOIST FOR CONCENTRATED LOADS * ROOF TOP EQUIP. LOCATIONS. REFER TO M.E.P. DWG'S FOR SIZE 4 WEIGHT. 10 11 12 8. TYPE 'R' REFERS TO JOIST TOP CHORD EXTENSION DESIGNATION. 9. RETURN LEGS DO NOT PENETRATE ROOF DECK. REFER TO ARCH'L DWGS FOR BOTT. LEG ELEV. 4\ 10. Z,7 DENOTES CONCENTRATED LOAD TO BE APPLIED TO JOIST OR JOIST GIRDER AT LOCATION SHOWN. IN ADDITION TO RATED CAPACITY OF JOIST t DENOTES LOAD MAY 5E DOWN OR UP ROOF DESIGN LOADS LIVE LOAD DEAD LOAD 30 PSF 22 PSF NOTES: SEE NET UPLIFT PLAN ON SHT 55.0 FOR NET UPLIFT LOADS. 13 14 15 A 0 FTATI k r, F1% W, "A 1 N ISI, Reeves V, F,AIA Kevin Ratigan, AIA. bn A Reeves, Assoc, AIA 333 fel Knowles Ave, Whter Pais Florida 32789 (407) 641-F06 1518 Hendry Street Ft Myers, Florida 33901 239-461-3944 No AAC0 r,19 C g .g.M Orlando . Boca Raton P: 407 •645. 3423 F: 407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com E85343 Bora Erbllen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF 'BBM STRUCTURAL ENGINEERS', NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. E KEY PLAN F ISanford Public Safety Complex G City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressy reserves his corrrrbn law copyright and other property rights In these drawings, These drawngs shall not be reproduced withaft written permission and consent H of the achitect, nor are they to be =lgned to any party without *st obtcng written permission and consent, • revisions • sheet tine PARTIAL SECOND FLOOR FRAMING PLAN scale, SHOWI4 • dawn, - W E.2 .8 G H I J K L M N P K . checked - - approved - . date. 10-22-08 PARTIAL ROOF FRAMING PLAN DESIGN DEVELOPMENT NOV. 17, 2008 • project no, 720-04 . sheet 8-1.03c 1 Z S 4 5 6 / 9 10 11 12 115 14 15 NOTES: 1. COAT ALL STEEL WITH 51TUMINOUS PITCH. 2. PROVIDE PANEL -TO -FTG CONN 1'-0' FROM EACH END OF EACH PANEL TO < OF < FTG 4 PANEL EMBEDS AND [:3)C MAX 3. GROUT JOINT 4 SHIM SPACE TILT -UP PNL -SEE SOLID W/ 4000 PSI MIX. A FDN PLAN NOTES 4. -ALL EXP 5OLTS 4 WELDS ' SHALL 5E INSTALLED PRIOR TO REMOVAL 1' JOINT OF PANEL BRACES. � ^ • • x > 3/8x4xO'-8' (LLH) WITH (2) *4x1'-6' BARS WELDED TO > S SEE FDN PLAN FOR SLAB REINF (TYP) FIN FLR EL SEE FDN 1/4 ° ° \\ d A � PLAN NOTES /i GC NOTE: , d °° ° 2 1 SEE FDN PLAN NOTES ANGLE AND t/ FTG EL EXP BOLT MUST d SEE FDN PLAN BE COVERED Q WITH MIN 3' OF 4Ad 4 d.A EXTEND VAPOR BARRIER ON GROUT w TOP OF FTG TO PREVENT e SLAB FROM 50ND ING TO FTG L4x4x5/16x0'-4' W/ (1) 3' CLR (TYP) 3/4'4,x6' EXP BOLT SEE FDN SCH 1' SHIM SPACE (TYP) SECTION Q TI LT— U P PANEL FTG TILT -UP PANEL 5EYOND SEE ARCH AND CIVIL DWGS FOR EXTERIOR SLABS, TYP —� jilFN FIN FLR EL AT� SEE FDN PLAN NOTES 4�\��\\��\` SEE FDN PLAN e /\/ NOTES •� EE FDN SCH TILT -UP PANEL BEYOND SEE ARCH AND CIVIL DWGS FOR EXTERIOR SLABS, TYP 3' 1' CONTRACTOR OPTION: REINF MAY 5E DELETED IF CAST MONOLITHIC WITH SLAB *3 HAIRPINS * 18' OC EPDXIED 4' DEEP WITH (2) *4 CONT FIN FLR EL •17 SEE FDN PLAN NOTES SEE FDN PLAN r , / NOTES A A d • . EXTEND VAPOR BARRIER • ' ON TOP OF FTG TO PREVENT �\ .\ , ` Y I SLAB FROM BOND ING TO FTG (TYP) 21 SECTION @.01 OPENING -2.001 Sxro'-0' LG 0 48' OC TOP - 8' CMU WALL - SEE FDN PLAN FOR RE INF DWL TO MATCH VERT RE INF T/ SLAB EL SEE PLAN ° ° ' 05 0 48' OC (3) 05 CONT 2'-0' SECTION @ TDS r6I SECTION @ INT NON LOAD 1-4--2.o-i BEARING WALL 1 1/2' NON -SHRINK STL COL - SEE FDN PLAN BASE > AND ANCHOR BOLTS - SEE SCH COL 5LOCK-OUT EJ FIN FLR EL d SEE FDN PLAN NOTES d • SEE FDN PLAN NOTES EXTEND VAPOR A BARRIER ON ° • C, r�° "• TOP OF FTG TO 111 `'•- PREVENT 5LA5 iii q U a' ° • FROM BOND ING • . er TO FTG 3' CLR (TYP) (TYP) SECTION @ INT STL COL FTG (TYP) 1 1/2' NON -SHRINK GROUT —, STL COL - SEE FDN PLAN BASE > AND ANCHOR BOLTS - SEE SCH COL BLOCK-OUT SEE FDN PLAN NOTES SEE FDN PLAN NOTES EXTEND VAPOR BARRIER ON TOP OF FTG TO PREVENT SLAB FROM BOND ING TO FTG SECTION @ INT HSS' COL FTG TILT W, a ' 4 P' • \d 1 1 q :.. \\ �• SEE FDN SCH FOR RE INF SEE DN SC14 SECTION @ WINDOW 8' CMU WALL - SEE FDN PLAN FOR RE INF EJ (TYP) al -1 WWF - SEE FDN to A PLAN NOTES 'd Q AK FIN FLR EL • . a SEE FDN PLAN r, r\A NOTES Se J, Lu 0 e W d) A SEE FTG SCH'L 1 SECTION @ I NT LOAD o�' BEARING WALL i9 FIN FLR EL SEE FDN PLAN NOTES SECTION � INT CMU OR TILT WALL OPNG �. 77777777 4 ' \\ / .d • • a d • //� q SEE FDN SCH \\ �\ FOR REINF SEE DN SC SECTION @ TDS NOTES: 1. SEE FDN PLAN FOR SLAB REINF (TYP)_ 2. PROVIDE PANEL -TO -FTG CONN 1'-0' FROM EACH END OF EACH A C PANEL TO (OF EMBEDS. < FTG 4 PANEL 3. GROUT POCKET, JOINT AND SHIM SPACE SOLID 3/4' JT WITH 4000 PSI MIX. (TYP) d :e E TILT -UP PNL - SEE 41/4 4 FDN PLAN NOTES > 3/9x4x0'-4' :.•d EMBED > MK 'B' 1, 1/4 4 < > 'B' T/ SLAB FILL W/ NON -SHRINK GROUT AN FIN FLR EL SEE FDN ° PLAN NOTES CONTRACTOR ° d ° ° , a 1 SEE FDN MAY CAST SLAB 4. AFTER PANEL IS /\ `\ ° 2 PLAN NOTES ERECTED IN T/ FTG EL SEE F WHICH CASE THE <' ° FDN PLAN (TYP) THICKENED EDGE w I. -I EMBED L4x4x1/4x0'-8' W/ (2) *3x1'-4' IS NOT REQUIRED° e DBA'S 0 5' OC RECESSED 3/8' \\ \ EXTEND VAPOR BARRIER ON 3' CLR TOP OF FTG TO PREVENT (TYP) SEE FDN SCH SLA5 FROM BONDING TO FTG 1' SHIM SPACE (TYP) SECTION Q INTERIOR TILT—UP PANEL FTG PRE-ENGINEERED MTL-STAIR--) AND LANDINGS (PROVIDE STEEL SHOP DWGS) L4x4x1/4' WITH 5/8'4,x3' EMBED EXP. BOLT e -o ; d G 4 Q a 4 0 a a v d (2) *5 CONT. (STAIR WIDTH +2'-0') 1'-870,' 1/6 FIN FLR EL SEE FDN PLAN NOTES e13 Oe �� Architects and PIaY us ISK, Reeves V, F.AIA. Kevin Ratlgan, AIA. lat A Reeves, Assoc. A A 333 fel Knowles Ave. ftier Pak Ronda 32789 (407) 647 -VM 1518 Her1i"y Street Ft Myers, Rorba 33901 239-461-3944 B -B-M Orlando . Boca Raton P:407 •645. 3423 F: 407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com EB5343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF 'BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN Sanford Public Safety Complex G City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his common law copyright and other property rights In these drawings. These drawings shall not be reproduced witha.rt wrfften permission and consent H of the arctytect, nor are they to be assigned to any party without first obtamg wrrIten perrrissioon and consent • revisions sheet title FOUNDATION SECTIONS TSI SEE PLAN - scale SHOWT4 • dawn - checked - K • approved - - date 10-22-08 SECTION @ STAIR . project no. 720-04 STRINGER CONN TO SLAB DESIGN DEVELOPMENT • Sheet S-2.oQ NGV. 17, 2008 1 2 S 4 5 L. BEAM 1 SECTION AT PNL CONN& SCALE: 3/4' = 1'-0' TYP L 4x4x3/8 W/1/2' EXP 15OLTS im 12'o.c. CONT. L4x4x1/4' (•) FIN FLR�� —. x —.X x —.x SEE PLAN a SEE PLAN FOR DECK ORIENTATION ° 1e MK 15' 3/16' V 4' �TYP 51-01 O.C. ° TYPICAL d (•) SPLICE CONT. 'L' AT EMBED PLATES ° d. ° d NP. ELEV. DOOR BEAM ;L. BEAM HEADED STUDS - SEE =M.- CI AkI AI/1t>`C ak T/ SLAB EL SEE FMG PLAN NOTES SEE FMG PLAN NOTES SECTION (?W5' COMPOSITE BEAM CONN MASONRY WALL SEE PLAN -0 TOP DECK SEE PLAN SECTION @ CMU WALL F:: W A d d 4 (4) 1 1/2'0 A-325 ° ° 4 SLIPCRITICAL L 5x5x3/8'xPNL d ° °. BOLTS WIDTH W/C2) 3/4'0 ° a ° ad d x6'X H.S. d 4 c A A d. 4 n B �. 4 d M 4IL ° d . . VQ d d ° ° 4- c 4 ° A d Cd 4 ° C Gd d d0A . ° PL 1/2'x9'x1'-6' ' ° d ° W12x ° 4 A d 9 d d ° d ° LSL IN PL-/"z Q ° 4. A ^" 4 d °d a ° d °d 4 d: 4d (3) 3/4'0 A325 5OLTS d HAND TIGHT THEN PEEN ° THREADS d 4 .a ° SECTION @ W -BEAM TO EDGE OF TILT PNL SECTION @ CMU WALL EL REINF ELEVATIONS >'L 5ARS REQUIRED #IRDERS A325 BOLTS IN LSL INGER TIGHTEN' --N THREADS JST 5RG EL SEE ROOF FMG PLAN W LONG ,x0' -6' - SEE PLAN IC E F �De 60 �'P Architects and PICt'Yws ISK, Reeves V, FAIA. Kevin Ratlgan, A,IA, Ian A Reeves, Assoc, AIA, 333 N Knowles Ave, Whter Park Parch 32789 (404 647406 1518y street Ft Myers, Paha 33901 239-461-3944 �Reg�iratbn B -B-M Orlando . Boca Raton P: 407 •645. 3423 F:407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructurol.com EB5343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN Sanford Public Safety Complex G City of Sanford, Florida Design Development - Progress Check Set Architect hereby expressly reserves his common law copyright and other property rights In these drawngs. These drawings shall not be reproduced without written permission and consent H of the architect, nor cre they to be assigned to any party without first obtamg w ttten permission and consent. • revisions • sheet tine FLOOR SECTIONS . scale) SHOWN • dawn - . checked - K • approved - - date, 10-22-08 • project no, 720-04 DESIGN DEVELOPMENT • sheet S-3.01 NOV. 17. 2006 2 S 4 b 7�----I----------- - r Q - s- - - - - - - - b I I I I J K L M ROOF UPLIFT LAN c� B C D E F 0 H (�-------------- I-------- - -------1--------- ------ -�--------------- � I I I I I HIGH COP UFLIFT PLAN c� 3 J 7 - ■ NOTES: 1. a = ft. 2. A (Kd) OF 0.85 HAS BEEN USED IN THE DEVELOPMENT OF THESE VALUES. THE USE OF THESE VALUES SHALL ONLY 5E APPLIED WHEN USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN SECTIONS 2.3 4 2.4 OF ASCE 1-02. ASCE 7-02 WALL DESIGN WIND PRESSURES AND SUCTIONS ROOF SLOPE 0' -a CS 10 - FOR MEAN ROOF HEIGHT s 80 ft GROSS UPLIFT WIND PRESSURE EFFECTIVE AND SUCTION (PSF) WIND AREA (t1 VALUE DENOTES PRESSURE 11-1 VALUE DENOTES SUCTION (S01 FEET) ® 0 10 (-) 60.91 (-)10221 10 (+) 55.15 (+) 55.15 (-) 5936 -) 60.10 C-) 1433 20 C +) 5328 C +) 53.26 (-)84.16 C-) 5-1.93 (-) 69.40 50 C +) 50.02 (+) 50.02 (-)4130 (-) 54.66-) 62.18 100 C +) 41.55 C +) 41.55 C-) 52.14 C-) 5I.91 200 C +) 45.06 C +) 45.06 (-) 49.72 l-) 5ZSS 500 (+) 41.81 C +) 41.81 (-) 46.46 C -) 46.46 FSC -2004 GABLE ROOF GROSS UPLIFT DESIGN PRESSURES ROOF SLOPE 0' -a CS 10 - (III ■ ROOF SLOPE) GROSS UPLIFT TRIS AREA PRESSURE (PSF) (80 FEET) O O ® 0 10 (-) 60.91 (-)10221 (481.76 (4153.83 (-)144.54 20 (-) 5936 (-)9133 (48620 (-)12i.42 (4113.46 50 (-) 5130 (-)'16.95 (-)84.16 (-)e2AS (41238 100 C-) 55.16 (-)66.08 (-)82.59 C-)66.06 (-)4130 NOTES: 1. a =16.80 ft. 2. DEAD LOAD OF 5 PSF SHALL BE USED TO CONVERT GROSS UPLIFT TO NET UPLIFT FOR OPEN -WEB JOIST DESIGN. LATERAL D€31CaN CRITERIA WIND VELOCITY: 150 MPH IMPORTANCE FACTOR: 1.0 EXPOSURE CATEGORY: C INTERNAL PRESSURE COEFFICIENT: +/-.18 A a C E P� � 'ilk �� Architects and Plamws ISK, Reeves V, F,AIA, Kevin Ratigan, A,I.A, Ian A Reeves, Assoc. AIA. 333 N Knowles Ave. Wh* Park Rodda 32789 (4% 647-F06 1518 Handy Street Ft Myers, Fbrtda 33901 239-461-3944 Nopotraiion B -B-M Orlando . Boca Raton P: 407 •645. 3423 F:407 •645. 3790 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmetructural.com EB5343 Bora Erbilen P.E. Iµ55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. KEY PLAN F Sanford Public Safety Complex G City of Sanford, Florida H J K I DESIGN DEVELOPMENT NGV. 17, 2008 Design Development Progress Check Set Architect hereby expressly reserves his common law copyright and other property rights In these drawings. These arawngs shat not be reproduced without written permssl n and consent of the architect, nor are they to be assg)ed to any party without first obta ft written pemission and consent, • reVISl01'1S • sheet title DESIGN WIND PRESSURES • scale, SHOM • crown - . checked - • approved - - date, 10-22-08 • project no. 720-04 . sheer S-5.02 WITH 2 3 4 5 6 7 8 ROOF RELOCA - ELEVATED CROSSWALK W � ;z fUJ APE BUFFER APE BUFFER E EXITING EL C.IFOLE -LF RUCK AY PUBLIC P AZA 0 v}.VNI�LV 1"9VVLVV POLICE DEPARTMENT COMMUNITY I MEETING �7 10 8 FOOT SECURITY FENCE • • w w —�.�—^.s --� �—��_ --� • --cam=-- � � �. w � . . � . . _ ,,...._ FUELING CIA ° 9 51 DACE SALLY PORT ✓� z �%ii Ire L 2N SECURED PARKING (145 TOTAL SPACES) w AA aC ADA TNS BA GENERATOR 8 SPACES 3 SPACES 6 SPACES 16 SPACES 6 SPACES 5 SPACES 6 SPACES 6 SP TRAINING TOWEF AND RECEIVING 6 SPACES 6 SPACES 6 SPACES 9 SPACES 19 SPACES 11 5 SPACES 6 SPACES 4 SPACES 12 8 FOOT SECURITY FENCE 13 14 15 8 FOOT SECURITY FENCE �■ ■, /:*► 4. d �� ' / i ,i{iii/../Li i.,.::://,:! i /i/ L /ii%� //,;% �I ■ri ■�■ - - - lie._ _ �_ �� M G_ .fig �� _sae ��� ��■_ ■■■i ■■■■■■ ■■■. ■■■iJ ii7: ice': :: -- - -- - �_ �s ■�i .. .. c r , -� __-� --� _ ■■tea ■ i • EXISTING EXISTING ELEC. POLE ELEC. POLE PARKING BREAKDOWN PUBLIC PARKING =62 N SECURED PARKING =139 0 10' 20' 60' 100' NON SECURED =3 TOTAL=204TOTA�=204$FACESS EXISTING ELEC. POLE ARCHITECTURAL SITE PLAN SCALE: 1' a 30' (FOR REFERENCE ONLY) A Oe o� �9 C� B Archtects Cfld ftms C D I.Sk Reeves V, F,AI.A. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AIA. 333 N Knowles Ave. Wnter Park Florida 32789 (407) 641-1706 1518 Hendry Street Ft Myers, Florida 33901 239-461-3944 MaC801Vtration A �-B - C F Sanford Public Safety Complex City of Sanford, Florida Design Development - p 100% Archtect hereby e>pressy reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent H of the architect, nor are they to be assigned to any party without first obtai Nng written permission and consent. • re\&gm J Ie sheet title ARCHITECTURAL SITE PLAN • scale. T = 30-0• e drawn DM*S • checked ARK • cIpprOVed IAR • date, T>-17-08 • proiecr no. 720-04 • �t Q-0.02 a REPLACED EXIPTING WOOD POLE WITH COI RETE POLE LANDSCA E BUFFER LU N -- (Y- OO U ADA LU _s f ROOF RELOCA - ELEVATED CROSSWALK W � ;z fUJ APE BUFFER APE BUFFER E EXITING EL C.IFOLE -LF RUCK AY PUBLIC P AZA 0 v}.VNI�LV 1"9VVLVV POLICE DEPARTMENT COMMUNITY I MEETING �7 10 8 FOOT SECURITY FENCE • • w w —�.�—^.s --� �—��_ --� • --cam=-- � � �. w � . . � . . _ ,,...._ FUELING CIA ° 9 51 DACE SALLY PORT ✓� z �%ii Ire L 2N SECURED PARKING (145 TOTAL SPACES) w AA aC ADA TNS BA GENERATOR 8 SPACES 3 SPACES 6 SPACES 16 SPACES 6 SPACES 5 SPACES 6 SPACES 6 SP TRAINING TOWEF AND RECEIVING 6 SPACES 6 SPACES 6 SPACES 9 SPACES 19 SPACES 11 5 SPACES 6 SPACES 4 SPACES 12 8 FOOT SECURITY FENCE 13 14 15 8 FOOT SECURITY FENCE �■ ■, /:*► 4. d �� ' / i ,i{iii/../Li i.,.::://,:! i /i/ L /ii%� //,;% �I ■ri ■�■ - - - lie._ _ �_ �� M G_ .fig �� _sae ��� ��■_ ■■■i ■■■■■■ ■■■. ■■■iJ ii7: ice': :: -- - -- - �_ �s ■�i .. .. c r , -� __-� --� _ ■■tea ■ i • EXISTING EXISTING ELEC. POLE ELEC. POLE PARKING BREAKDOWN PUBLIC PARKING =62 N SECURED PARKING =139 0 10' 20' 60' 100' NON SECURED =3 TOTAL=204TOTA�=204$FACESS EXISTING ELEC. POLE ARCHITECTURAL SITE PLAN SCALE: 1' a 30' (FOR REFERENCE ONLY) A Oe o� �9 C� B Archtects Cfld ftms C D I.Sk Reeves V, F,AI.A. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AIA. 333 N Knowles Ave. Wnter Park Florida 32789 (407) 641-1706 1518 Hendry Street Ft Myers, Florida 33901 239-461-3944 MaC801Vtration A �-B - C F Sanford Public Safety Complex City of Sanford, Florida Design Development - p 100% Archtect hereby e>pressy reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent H of the architect, nor are they to be assigned to any party without first obtai Nng written permission and consent. • re\&gm J Ie sheet title ARCHITECTURAL SITE PLAN • scale. T = 30-0• e drawn DM*S • checked ARK • cIpprOVed IAR • date, T>-17-08 • proiecr no. 720-04 • �t Q-0.02 3 4 5 6 7 8 Vii► 1 FIRST FLOOR PLAN N SCALE: 1/16" = 1'-0B 0 8' 16' 32' 641 D.1 9 10 11 12 D K-5 YCURED c1si K_9% CN EO. STOR I}1908 : 9T UW6 9 S,TOR® ' P91 27-61/2" - F.1 EL LYRICAL ROOH I-1140 W — I 11'131/2" 20'411 16' 205'-2" 13 z 15 GENERAL PLAN NOTES I. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE MADE TO THE FACE OF MASONRY, FACE OF CONCRETE, FACE OF FINISH STUDS OR GRID LINES UNO 2. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS AND INFORMATION NOT INCLUDED IN THIS DRAWING_ 3. EQUIPMENT NOT IN CONTRACT (NIC) 15 OWNER FURNISHED AND CM INSTALLED AS COORDINATED W/ OWNER 4. REFER TO WALL SECTIONS FOR EXTERIOR WALLS CONTRUCTION. PLAN LEGEND 1 J' OR l J' OR 8' CONCRETE TILT WALL PANEL,TEXTURED COATED AT THE EXTERIOR AND WITH ONE LAYER OF 5%' GYPSUM WALLBOARD ON 7/8' HAT CHANNELS AT INTERIOR CONDITIONS, 35/8' METAL STUDS TYPICAL, OR 6' METAL STUD FOR PLUMBING WALLS AT 16' OC, EXTENDING FROM FLOOR TO DECK ABOVE, W/ FULL BATT INSULATION AND ONE LAYER OF 5/8' GYPSUM WALLBOARD EACH SIDE EXTENDING FROI FLOOR TO THE UNDERSIDE OF TH DECK ABOVE W/ FIRESTOP SEAL NT. 0 B L N Architects and Planners I,S,K, Reeves V, F.A1.A. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AlA 333 N. Knowles Ave, Wnter Pcrk, Florida 32789 (407) 647-1706 1518 Hendry Street Ft, Myers, Fila l 33901 239-461-3944 Corporate Registration No. AACOOT197 I A C I KEY PLAN ISanford Public Safety Complex G City of Sanford, Florida IDesign Development - I 100% Archltect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are thcy to ba assigned to any party without first obtaining written permission and consent. MCQVIC 1501iT.� J sheet title FIRST FLOOR PLAN - OVERALL K 8' CMU WALL EXTENDING FROM FLOOR TO DECK ABOVE, UNLESS NOTED OTHERWISE (UN.O.) SECURED 8' REINFORCED CMU WALL EXTENDING FROM FLOOR TO METAL DECK ABOVE. EPDXY PAINTED AT INDIDE CELLS AREA. GYPSUM WALLBOARD ON 7/8' HAT CHANNELS ON ONE SIDE, EXTENDING GYPSUM BOARD FROM FLOOR TO 6' ABOVE THE HIGHEST POINT OF THE CEILING AT CORRIDORS LOCATION. REFER TO 5TRU TURAL DRAWINGS FOR REINFORCI G REQUIREMENTS. • scale, 1/16' = T 0' • drawn, DEB • checked. IAR • approved, IAR • date, 11-17-08 IQ '.. N ' •:� 117® . CAPTAIN STOR I . an J B, Y SEC/ FILES C _....... .......__ I-717 t LT I I 911 -....-......_ _. .._ (ST LT I-715 I- — N g 1.7w L I -71a C2 I LT _ iI.7tl I 2 no A-2.01 C"- c2 I.72 LT "•..., I .. - ....... ... G2 LT _...... ...__. I f � I711- I_. -� L I� OF covE,eD Y. R6#R / ___.. __..®.. T TE PLAN b711 I L 1101 5Y r .. ......... ......... m MATCH LINE T. N l 1 I I N.. K I I Q. — — — — 1 FIRST FLOOR PLAN N SCALE: 1/16" = 1'-0B 0 8' 16' 32' 641 D.1 9 10 11 12 D K-5 YCURED c1si K_9% CN EO. STOR I}1908 : 9T UW6 9 S,TOR® ' P91 27-61/2" - F.1 EL LYRICAL ROOH I-1140 W — I 11'131/2" 20'411 16' 205'-2" 13 z 15 GENERAL PLAN NOTES I. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE MADE TO THE FACE OF MASONRY, FACE OF CONCRETE, FACE OF FINISH STUDS OR GRID LINES UNO 2. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS AND INFORMATION NOT INCLUDED IN THIS DRAWING_ 3. EQUIPMENT NOT IN CONTRACT (NIC) 15 OWNER FURNISHED AND CM INSTALLED AS COORDINATED W/ OWNER 4. REFER TO WALL SECTIONS FOR EXTERIOR WALLS CONTRUCTION. PLAN LEGEND 1 J' OR l J' OR 8' CONCRETE TILT WALL PANEL,TEXTURED COATED AT THE EXTERIOR AND WITH ONE LAYER OF 5%' GYPSUM WALLBOARD ON 7/8' HAT CHANNELS AT INTERIOR CONDITIONS, 35/8' METAL STUDS TYPICAL, OR 6' METAL STUD FOR PLUMBING WALLS AT 16' OC, EXTENDING FROM FLOOR TO DECK ABOVE, W/ FULL BATT INSULATION AND ONE LAYER OF 5/8' GYPSUM WALLBOARD EACH SIDE EXTENDING FROI FLOOR TO THE UNDERSIDE OF TH DECK ABOVE W/ FIRESTOP SEAL NT. 0 B L N Architects and Planners I,S,K, Reeves V, F.A1.A. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AlA 333 N. Knowles Ave, Wnter Pcrk, Florida 32789 (407) 647-1706 1518 Hendry Street Ft, Myers, Fila l 33901 239-461-3944 Corporate Registration No. AACOOT197 I A C I KEY PLAN ISanford Public Safety Complex G City of Sanford, Florida IDesign Development - I 100% Archltect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are thcy to ba assigned to any party without first obtaining written permission and consent. MCQVIC 1501iT.� J sheet title FIRST FLOOR PLAN - OVERALL K 8' CMU WALL EXTENDING FROM FLOOR TO DECK ABOVE, UNLESS NOTED OTHERWISE (UN.O.) SECURED 8' REINFORCED CMU WALL EXTENDING FROM FLOOR TO METAL DECK ABOVE. EPDXY PAINTED AT INDIDE CELLS AREA. GYPSUM WALLBOARD ON 7/8' HAT CHANNELS ON ONE SIDE, EXTENDING GYPSUM BOARD FROM FLOOR TO 6' ABOVE THE HIGHEST POINT OF THE CEILING AT CORRIDORS LOCATION. REFER TO 5TRU TURAL DRAWINGS FOR REINFORCI G REQUIREMENTS. • scale, 1/16' = T 0' • drawn, DEB • checked. IAR • approved, IAR • date, 11-17-08 • project no. 720-04 • Sheet A-1.01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 GLAZED ALUMINUM CURTAIN WALL B C D G TEXTURED COATED CON RETE TILT PANEL 4 - lu A :RVI K-9 K-9 K-9 ' 1-198A 1 D I -198a { IIRVI K9 STOP, ` I-191 �, ` •- 1-1988 0 � N I 1 e1 �I T -i -A P G` � '4 Oe G� B Architects cnd Pkrms I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AIA. 333 N. Knowles Ave. Wnter Park Ronda 32789 (407) 647-TI06 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 '-3' ' -0 3'-4' 1 3/4'Y -11/2"j, 5'-10 I/2' 42'-81/4'10'-0' 11'-8' 4'-5 1/2' 20'-0' 50-2 1/24 Corporate Registration O_cn I I I I I No. AAc00T97 n L -- _JL _JL _JL__ I i I I I I I i I I C JL_.--- _ 1 _ F_ - CANOPY ABOVE I J N L TEXTURED COA­ED MENS SHOWER CONCRETE TILT PANEL -'-C2 G5 I O1 M 1Ili I-1800 1, I -193a _ — — -101 - _ -220 I-220 L 2 ERAL PD I /4RLOJPY Il' m 3/4' 9' -Il 1/4' Il' -10' - -3 '- ' - ` 1._4. 1-181 21'-4' 41'-8 3/4' 3'-0' 12'-9' - 29'-4' 1 C3 - - M CAPTAIN STOP, I� I TRAFFIC SGT. U\ ` SPECIAL EQUI M IT TRUCK I I I -181b 0 1 '4' 0 1-219 v ff 1-221 III 1 W/ STOR 1 \ - 0 0 ap I STO. STOR I-187 1 TRAINING wee 1 ' J 1-2m2A CENTRAL -- 0- i 0 0 0 a 1-184 �,M 1-184a 1-219 O UP BREAK RM. / t 1-121 STAIR 3 f .... _ - ---L 0 SEC/ FILES 1 �� 0 r`{1 -3a I -202a a' 0 b \...-� I -181a+ _ NS a� / FI 1 o O a+ r 7-20la N MEDS LOCKER R`1. D RE57R00�1_�i J I-1808 ." 16'.0 3/4' - - - '- '_ _ - - 9'-10' - - - - - §. -4 13 -8 1-0 8 -8 5 - 0i l/2 35 -10 1/4 3 -0 6 -1 33'-5' a VENDINGI.T-180 �., - RMOR ~ ...:•-`'� ES.0 TACTICAL A Y ' Lt I I I -2028 _ CORRIDOR 2 I �* READY RM I-lsb C2 I-zt1 _ 0 `^ CORRIDOR I-189 I-185 _ :'I - 119a VESTIBULE '� .119b `r I-183 I E 11203 f ;: ,, 2 I 0 `O 0 1 O.{� O; I lig 1 183 1.211 ,n - -- - - ........: ... .. 24'-I' S'-5 I/2' 4'-3 I/2' II' -6' 8'-4 3/4' - k \b 116 ,I-216 -116 11 - ELECTRICAL' _. N ill i WOMEN'S Oj LT I 3 1 4 I --e -LT RESTROOM ROOM "" " 1 1 a 11-11451I C I-216 11'-10' 21' -II' I -118A ;. 5'-4' 22'-1' 26'-11' 5'-91/2' 2*4 1/4' b'-1' 3m'-9' 11' 4' BRIEFING PROPERTY K©LeLAd e I 5 I 6 1 ® 1-203 10 1 JOINT -USE PHYSICAL TACTICS DEFENSIVE # SUPPLY VESt r . AGILI RM e � N - I F LT WOMEN'S Sanford Public I-215 � OVERHEAD 114c/WOMEN'S COILING DOOR Safety Complex 'LOCKER RM. L 11 r'cl-1111I-2I4L-----L-----J Im SRO SGT OPEN WORK CORRIDOR CORRIDOR 1 Ull AREA I-208 oYER�IE� CORRIDOR 1.115a ,' I -115A p5b ' 1-1158 I -113a � RHEAD 0 1-aa2 ,O O' 0 ��.. 1 FIRE COUNTER 1 208 .fl COILING DOOR 1 13b _ TOP D� - _ City of Sanford, _ I — — — - . ELEV:, VEHICLE EvID. I W M --- 1I -V4 I % 1-nl 1-112 i` I � QUI I PROCESSING I I I Z Florida O' I �` C2IL Lt I I I I I 1 -- — -- -__ 1/2' 3 1 r I I = 0 1-213 I I 1 -b' 8'-2' _ 10'-4' b' -I' I8'-4' 5'-4' 28 -1' - b'-4' 19 -2 3/4 2'- 3 1/2 '-8' - - 39'-0' L— Design Development — 1 - OFFICER MEN o WOMEN ~ w -----�-----� � I r COUNT r----T-----r---- :. o I-213 I I I I DOPY � I ►-201 /i' ' I-201 I I 1 1-111 1-112 --- I 100/ a I AREA I I I � �❑ I INCE 1 e I I I I I 1-209 i 1 1 3 1 2 1 I 1 r FO F 1 2 1 t-169 I 1 Architect hereby expressly reserves his 1-212 1 11 1 12 1 1 11-206 -- N common law fight and other Ci LT I I I N I 1 MECHANICAL 1 STAIR 2 �� O. - - - - - - - - - - - _ property rights n these drawngs. These s 1-212 - + I - SUPERVISORS O + + + ` ' I-161 drawings shall not be reproduced `r OFFIC I I. � I r f o ' L _� a— J ---- 1 ..... without written permission and consent 1 13 1 14 1 I I 1 I b I 5 I 4 -20 1 1 I of the architect, nor are they to be 1 0 1 1 I ...:...:�f H 1 I assigned to any party without fist I1 a 1 I I I L — — — — — — — — — — — — I 1 — — — J ISI 1 N obtdrhg written perntission and consent. _ revls m C2 � CA LT I - - - - I - - - - I _ REC WTG. � � _ �\I;105a RECORDS MAI 4 REPORT I -I68 �� I • 1 i \ -204A ITING RM �\ 1-110 TRAINING I.1-211 I I I 1-210 /VIEWINGI 1-110 STOR �.. V.U LINE OF COVERED ( 15 I 16 1 WILL 1-210 WALKWAY. REFER \ I-205 (��13'- 11/2' 1'-10 1/2' HIGH DENSITITELE2 IIP/ 1-2II I I �- - - - TO SITE PLAN O ---------- I-110 1 1 ` Vi 11;j \ �- � 'v � 1.1 � StO1RAGE SYSTEM f , 4 I L `r I -105b 4'-0' 8'-8' 4' 1 46'-1 5/8' N L - _ - - _ 46'-0' 46'-10 Ill' ` x,10 b'-3' I1'- ' 3'-10' 24'-8' 21'-4' 11 -01- - '_®'K. - e I 1 LOBBY ;� SECU CO GL� D ALUMINUM J • J- eet title r --- C.1 -------------------------------- 1-166 e CUI�TAINWALL ca PARTIAL FIRST I -Iola - - - - - - -I.IdE ��ALGQLIY�4BD11E - - - = - - -�' I � Imp � I -101c 1- I w5 , FLOOR PLAN IY-11 -- - Cl 1 I-10? ELEV. - I ' - 1 -101b ; — — — — — — — —1-------- — —I— -— — — -— — —- —-— —.... — — ' r r r r r ' i• i r r r r""31- V-4"- 81-41 ` -'V-4- r r i Tr4 8 -4 &'-0 1/4 6,1_51 6 -4 1/2 b -4 25 -1 1/2 10 -8 9 -4 ; 4 9 -4 -4 9 -410 -4 1 9 -4 3/4 - I 8 ..........._ ...................................._....... C11 MEN o WOMEN - B 1 B- B-3 B-4 B-5 B b Y ROOM OBB 1-1561 �, � � _'> DA 1 L Y U8. CI7OFFICE I-146 I-14 1-148 1-149 1-150 I-151 I-152 1-153 w 6 � 1 Clb 1 16'-0 I/8' "� MEDICAL 1-105 I-106 TEXTURED COATED C2 1 1 e �\ \��\ � drav�n � 12'-0' CONCRETE TILL PANEL 1 1-110 :2 e {' a' 19 -0 M ® 1-141 I-148 I-149 ' -150 1-151 ' { I-15 1-153a •checked IAR M,4TCH LINE — — 1-102 MATCH L INE K . apprOVed IAR ELEV. l „ - :' f REW RR CREW RR CORR 1-155. WATER (�ina� I-110 1-144 '+lx' 1-142 i 1-154 m• I date, 1>-n-08 FIRST FLOOR PLAN . project no. 720-04 N -1.01 SCALE: 1/8' -1'-0' 0 4' 8' 16' 32' • street A -1.01a I T_ uom= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Ll 11 bli, 8 1 1.21 1 6 10--41 1 1� -I, I I 1 1 -4 5'-4- 1-213 - ------------ OFFICER q F — — 16 — T — — — T -----------I — — — - — — — — C Q LN J 1-213 1 COPY 1-2� 1 AREA 3 I 2 I 1 12 LT II SUPERVISOR'S r---- - — — — - ---+--- - 1-212 --------- OFFICE ® I I I IRECOW�c 1 13 1 14 1 5 I 4 STORAGE 1-204131 J. BALLISTIC WALL 1-----1-----J-----1---- C2 t RECORDS I I I RBc WTG. - 1-211 FI -210 I I/ VIEWING LINE OF COVERED OU"CLLI&TIC 1-210 1 15 1 I(D � �10 ........ R3 WALKWAY. REFER ��13'-1 1/2' 1, r, V -10 1/2' HIGH DENSITY TO SIM PLAN211 1-2 STORAGE SYSTEM FF - F ........... .............. .................................. .................. FF -�F L4 It I! � - U20, t 4 A- V-4- 119'-2 3/4' 39'-0' w'r. MEN C===::====== WOMEN I . FS1 112 —RAINING Fr) OFFICE 2 STAIR 2 MECHANICAL _J ....... ......1.. ... L J ................. O I I i II...:..:.._.Jj v MAIL 4 REPORT I-168 III WRITING RIM I-110 TRAINING STOR. ELEV. 2 II UP (P 1-168 U-110 R. I-V 41-01 41 46'-1 5/8' ZIA 461-01 46'-10 1/2' 13'-10' 1- 241-8l 21'-4'1 LOBBY SEC 0 GL ZED ALUMINUI 1-166 CURTAIN WALL - C IC" _LMi�2Fa&CY-AW1,T - - - - - - - - -- cl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F LIGNED EV ------ ------ ...... - - - - - - - - - - - - - - -V-41 10-4 1/2' &'-4' V-0 1/4' 25'-11/2' V-41 -(Ot- M V-41/2' 41 101-81 EL -lob L 521-81 1-51 -41 V-4: 5-1 5- 5-3 5-4 B-5 5-CIl 6 DAY L05E LT -I DIM/ :7 -IF MEN Cq OFFICE 1-14 O II-106TEXTURED COATED P PLO WOMEN MEDICAL CONCRETE TILT PANEL 1-110 1101 RM _Jn1-146 IL (1 5; .1, O; e -H LINE 11-102 1 MATCH L INE MATC 7�rp 7LE V. I CORR F CREW RR CREW RR COD 1-110 . . .............. I-IE74 WATER -In I C4 SERV. ROOM 1 1.145 La I-141 VICTIM 0 U0 C 3 U BULK INTRVW. RM. ELECTRICAL 12 X CREW RR Fr) FD FI) SPE4. F VOR ROOM LT_ :Z 11-143 EVENTS ISTOR CC) 0 ii� BUNK I I r-l'O )3) _R7 1-139 1-111 ro I - n14 4" - - - - - - E?I CREW 1-14 /4' (61-41 81-41 CV -01 Mia 3t0, 11-41 ALUMINUM CURTAIN WALL SYSTEM 2�J I '.5LU RR O 1-133 1434 1-1 1� 11-1 1103 1! U11 HORIZONTAL GLASS DOOR COMMUNITY LT -2 MEETING RM ANTIQUE OFFICE 5-9 5-12 APPARATUS/ PUSEUM 1 1-132 % "11-133 11-134 KI,tCHEN PANTRY O, CORR. -128 34'-10' 1-113 UNIFORM HONOR FRZf Z 1-128 1128 C -0 5-13 0 STOP, GUARD 1-101 LT- 11-129 1121 BUNK 2 L. . ..... - ------ .. . ........ . ..... ......... 1-125a I I I 1_12 21 LINE OF ROOF MAIL BOXES -W. . ..... EDGE ABOVE L L ........... 4= . . ..... A -114 TEXTURED COATED I -DO CONCRETE TILT PANEL, Ulb TYPICAL ;t BUNK 3 STOP, 34' -Il 1/2'O I-124 _�) in, 1-131/2, FIRST FLOOR PLAN. SCALE: 1/8' -1'-0' !!!Tm 0 41 V 16, 32, M I A I La e9 Archtects and Pbms I.SX, Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AiA 333 N Knowles Ave Wnter Pais, Florida 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 Corporate Registration No. AACOOT197 A _J C KEY PLAN (01 81 -41 13'10 3/4' F 10-0 3/4 -111/2' 5 -10 172 -C 23'-41/2' Sanford Public I KITCHEN DINING D P G LT. 1-119 D�IJ' 1-121 ;[1-1225 =4 Safety Complex COUNTER OPERABLE WALL 7-111111 LT -3 TOP 1 16HELF - ------ - - - - - - 4 ri lr= J I-115 �DLL�4j LU ANSU I IL 91 IREFIG .1 < LTR. j ie -lb . R 77 J COUNTER .1 NEL DAY ROOM I TOP DBL. 91 IL Ha STAIR I OVEN SAINK 1�11 FS _T U.C. ICE ELF UP MAKER GLAZED ALUMINUM L -G CURTAIN WALL 77 KEF-LOUVt 2 (1-223a ABOVE I _J ALUMINUM I CANOPY ABO VE7 F- 7 F- I U SWING GATE L -117- U I U U EXTERIOR COURTYARD 1-223 TOP OF 8' PAINTED CMU WALL DI (4 FJ G SLID EMS City of Sanford, Florida OPLY/STOR 1-123 Design Development - FLOOR PLAN 100% Architect hereby e>pressly reserves his - scale, 1/8' = T-9 common law copyright and other • (tcwn DEB property rights in these c1rawings. These • checked iAR drawings shat not be reproduced * approved m without written permission and consent H of the architect, nor are they to be asci, E to any party without ftst • project no. 720-04 obtd*g written permission and consent. 0 if et A -1.01b 9 reviai= J * sheet title PARTIAL FIRST FLOOR PLAN - scale, 1/8' = T-9 • (tcwn DEB • checked iAR K * approved m • c&e. TI -17-M • project no. 720-04 0 if et A -1.01b i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 V17] I I r1-04- RI MAIL t REPORT I-168 II (TING RM '' 1-110 TRAINING ` .............. STOP, �"�` •• I-168 ELEV. 2 �1 uP I-110 I I 4 - f 110. 6-3 �2'1'I � I � '' STAIR 2 0 I 24'-8' e MECHANICAL I-161 LOUVER Vf'7MI ♦I VM♦_ I LOUVER a I I I I TEXTUFZED COATED CONCRETE SPANDREL PANEL -------- --------- --------- -I66 I 21'-4'GIE _11VD ALUMINUM C8 0 I I I I OVERHEAD COILI DOOR CU AIN WALL I I I I --- -� I-IOIc I I I III III III I -156k I -bb I•Fi61 1-156h \'> -- - L------ —J I--- _--- --I -------- L -------- - CONTINUOUS TRENCH DRAIN ' ' ' ' '1- "Sl- ,n -4' 4' 1 5-1 B- 15-3 B-4 B-5 B-6 pAY ROOM 2 LOBBY 1-1561 I I I OFFICE 1-146 17P. I-14 I-148 �- 1-149 1-150 1-151 I-152 I-153 �� ' I-146 1-141 f 1-148 I-149 5` f -150 I-151 ' f 1-15 ` I -153a w aN • MEIN= MEIN Mr j'f I-110 CREW RR /,,..,..-... CREW RR CORK I-144 ..„• • •,• I-142 I I-154 4 ;4 1-145 O 1-143 O 1-141 ; SLOPE 0 0 ELECTRICAL BULK C2 CREW RR ____ Fph` •... Fp FD FD _ 1/16 / FT. '� STOP, 5PE LT- 1-145 ROOM EVENTS STOR dl BUNK I — 1-143 — 1-140 1-13 y ' CL OLl-111 o O 1-144`' I-140 CREW RR V-0 3/4' 6'-4' 9'-8' 8'-4' 9'-0' ORP, 9 0' 9'-0' I-14 1'4 10'-8 126bj 11 BRICK EMBEDDED CONCRETE TILT PANEL 1-132I-133 ; I-134 1-136 1-131 e w• , w.. LT -2 - -128b OFFICE 1-112 5-1 B-8 B-9 5-10 8-11 B-12 1-126 1 - 2 3 I-132 1133 I-134 I-135 1-136 I-131 KI CHEN ' ' 1-112 - - _ - -- APPARATFIRUS BAYS PANTRY SLOPE CORK -128 1/16 / F 1-156 I I-113 UNIFORM HONOR FRZR B-13 8-14 STOP, GUARD ;• I -128a i -130 } • � LT- I-131 � �� 1-129 1-127 j% 0 BUNK 2 I.T ER 7 1-113 — — / — / "..� I 1-125 — — — — — — — — -Ibl LAUNDRY IlLI-129a `� -129b 1-121 I I I I I-161 pD MAIL BOXES I.C. Uj I-114 .. I-Ilb � _....,,. f I-125 ✓/ -16,x' C '' � ,, I-120 • '� Wb •? � � u STOR O v BUNK s ------ AIR COMP. ICIO � 1-157 r- 10'-0 3/4' 6'-4' 81-111/2' II' -9 1/2'1 I 23'-41/2' O 13'JO 3/4' 11141, 1 1 85'-0' '' •1 10-11/4' LT. I KITCHEN DINING DISP4 H I \/ I EXHAUST 1-151 I-119 D,IU” 1-121 I I-1228 124 I /\ DUCT EXTR- o I I / \ I CU ACTOR ' 1-115 I ------- ," ILE COUNTER OPERABLE WALL TOP I I I I ____-- I I6HEL OXYGEN LT -3 .i:..( 3 1-158 OFFICE I-118 .:% Fp I i RI IL SLOPE 1-115 I ANSU D i I/16 / Ft. 91I vE is IP �. I -Ib i------ j'L I -IIS COUNTER ` w CA -- r' of �HEL DAY ROOM I SLIDE GATE a _ CONTINUOUS TRENCH DRAIN -122A IDBL. TOP PREP � I EMS r-----_ —� I r-------� I r------ -1 I-------� I r-------� I -la I STAIR I pyB,l SINK I' SU LY/STOR _ _ _ _ _ _ — — —O I I 1-156c I I -156d I I — — —I-bbs — — I I — — — 1-ibf VEST. 1-159A U.C. ICE o1 IL C10 I e — I MAKER up KEF-LOU ` '�•, I-121 O R ' ` ` I �. O TEXTURE COATED OVERHEAD COILI1�Ks '''• I -223e ABOVE ,f°' '` `�•,... I �., I -123b CONCRETE -SPANDREL PANEL DOOR ALUMINUM I CANOPY ABOVE — — _ — — -1 �- — — -- ` — -1 — — J I SWING GATE I �-- �1 r" — F u u I I I I I u EXTERIOR COURTYARD I-223 O TOP OF PAINTED CMU I 26'-4' 21'-10' 21'-6 3/6' Il' -3 5/8' 20'-6' D.1 E.2 F.1 G H I J K FIRST FLOOR PLAN N \�_1.01V SCALE: 1/W -1'-0' 0 4' 8' 16' 32' L M SCBA WORK RM I-1598 TEXTURED COATED N CONCRETE TILT I PANEL I I C" A P \C 09 O09 CSO B Ar&#eCtS and PICnWS C E I.SK• Reeves V, F.A.I.A• Kevin RatiganI A.I.A. Ian A Reeves, Assoc. AlA 333 N Knowles Ave. Wnter Pais, Florida 32789 (407) 647-1706 1518 Hendry Street Ft Myers, %-do 33901 239-461-3944 Corporate ftegstration No. AACOOTI97 A 19 I� O B F Sanford Public Safety Complex G City of Sanford, Florida Design Development 100/ Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced wftnut written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent, M_ �; J • Sheet title GEAR PARTIAL FIRST FLOOR PLAN • SCC>ie, 1/8° = T -a • down �l • cheded lAR K • approved w? • date. SII • project no. 720-04 • teet A -1.01c HAZARDOUS MAT. STOP, 1-165 II _� •. N EXHAUST DUCT X I: -- Illy I-16 EG2UIPMNT/ TOOL RM I I-163 5 QTLY. SINK ° DRYER F WASHER CON ;.. 1-1 MOP SINK [] 7 1-113 — — / — / "..� I 1-125 — — — — — — — — -Ibl LAUNDRY IlLI-129a `� -129b 1-121 I I I I I-161 pD MAIL BOXES I.C. Uj I-114 .. I-Ilb � _....,,. f I-125 ✓/ -16,x' C '' � ,, I-120 • '� Wb •? � � u STOR O v BUNK s ------ AIR COMP. ICIO � 1-157 r- 10'-0 3/4' 6'-4' 81-111/2' II' -9 1/2'1 I 23'-41/2' O 13'JO 3/4' 11141, 1 1 85'-0' '' •1 10-11/4' LT. I KITCHEN DINING DISP4 H I \/ I EXHAUST 1-151 I-119 D,IU” 1-121 I I-1228 124 I /\ DUCT EXTR- o I I / \ I CU ACTOR ' 1-115 I ------- ," ILE COUNTER OPERABLE WALL TOP I I I I ____-- I I6HEL OXYGEN LT -3 .i:..( 3 1-158 OFFICE I-118 .:% Fp I i RI IL SLOPE 1-115 I ANSU D i I/16 / Ft. 91I vE is IP �. I -Ib i------ j'L I -IIS COUNTER ` w CA -- r' of �HEL DAY ROOM I SLIDE GATE a _ CONTINUOUS TRENCH DRAIN -122A IDBL. TOP PREP � I EMS r-----_ —� I r-------� I r------ -1 I-------� I r-------� I -la I STAIR I pyB,l SINK I' SU LY/STOR _ _ _ _ _ _ — — —O I I 1-156c I I -156d I I — — —I-bbs — — I I — — — 1-ibf VEST. 1-159A U.C. ICE o1 IL C10 I e — I MAKER up KEF-LOU ` '�•, I-121 O R ' ` ` I �. O TEXTURE COATED OVERHEAD COILI1�Ks '''• I -223e ABOVE ,f°' '` `�•,... I �., I -123b CONCRETE -SPANDREL PANEL DOOR ALUMINUM I CANOPY ABOVE — — _ — — -1 �- — — -- ` — -1 — — J I SWING GATE I �-- �1 r" — F u u I I I I I u EXTERIOR COURTYARD I-223 O TOP OF PAINTED CMU I 26'-4' 21'-10' 21'-6 3/6' Il' -3 5/8' 20'-6' D.1 E.2 F.1 G H I J K FIRST FLOOR PLAN N \�_1.01V SCALE: 1/W -1'-0' 0 4' 8' 16' 32' L M SCBA WORK RM I-1598 TEXTURED COATED N CONCRETE TILT I PANEL I I C" A P \C 09 O09 CSO B Ar&#eCtS and PICnWS C E I.SK• Reeves V, F.A.I.A• Kevin RatiganI A.I.A. Ian A Reeves, Assoc. AlA 333 N Knowles Ave. Wnter Pais, Florida 32789 (407) 647-1706 1518 Hendry Street Ft Myers, %-do 33901 239-461-3944 Corporate ftegstration No. AACOOTI97 A 19 I� O B F Sanford Public Safety Complex G City of Sanford, Florida Design Development 100/ Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced wftnut written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent, M_ �; J • Sheet title PARTIAL FIRST FLOOR PLAN • SCC>ie, 1/8° = T -a • down DEB • cheded lAR K • approved w? • date. TI -V-08 • project no. 720-04 • teet A -1.01c 2 w 3 M 0 Ek N - %a - 4 5 6 7 8 216'-8' 34'-0' TEXTURED COATED 26'-9 3/4" 9 10 31'-4 5/8" 1 11'23 5/8" --- -_ I I I I I I 12 13 14 15 GENERAL PLAN NOTES I. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE MADE TO THE FACE OF MASONRY, FACE OF CONCRETE, FACE OF FINISH STUDS OR GRID LINES UNO 2. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS AND INFORMATION NOT INCLUDED IN THIS DRAWING. 3. EQUIPMENT NOT IN CONTRACT (NIC) IS OWNER FURNISHED AND CM INSTALLED AS COORDINATED W/ OWNER 4. REFER TO WALL SECTIONS FOR EXTERIOR WALLS CONTRUCTION. coRRleoR 1 I — a -w •. _ TEXTURED COATED II CONCRETE TILT PANEL tll . MEl l IN ELECTRICAL 4 h Ell I A-2,01 p I I I I I I I BRICK EMBEDDE CONCRETE TILT PANEL -- _ LL., I� TRAI aTAIR 4 I -� -- PLANE REVIEW I'll E<O I — I I I I I I I — -- — — — 1 2 A-3.03 A-3.03 DATT, Illil I I I I I I I STRUCTURAL ---- l I ONCRETE DECK TR4MING -— LT. OFFICE OVER AR4TUa vara FISCAL AaalST, R3 UVi FILEa SSI ADW AST. ---- WA" A-3.02 Fla I I I I I : u• `';;, _, l 2 -in ripe - - - 1 Ij A-3.02 I I7VITThdLill I I I I I I I I I 0 C �oP9 G Architects and Flamers I SIC Reeves V, FAIA, Kevin Ratil AIA, Ian A Reeves, Assoc, Ala 333 N Knowles Ave. Wnter Pais Fonda 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 Corporate Regstratm No. AACOOT197 E t_ A J — ---.i../'I C KEY PLAN Sanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall nor be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent. • revisions CONCRETE TILT PANEL I I J • sheet title SECOND' 26'-4" 21'-I0 27'-6 I/2" II' 3 1/2" 201411 16'-0" 1(1.011 16'-0" 16'-10" 20'-2 I/2" 12'-1 1/2" -- _ FLOOR PLAN - 205'-2" OVERALL I I I I I I �l1 0.1 E.2 F.1 G H I 0j L M N 0 � 1 U -2,01 • scale. 1/16• = 1'-0' • drawn, DFB SECOND FLOOR PLAN K • checked, IAR • approved. IAR SCALE 1/16° _ T -0 -PLAN LEGEND .date. 11-17-080 8 16 32 64 l ' OR 1 z' OR 8' CONCRETE TILT WALL PANEL,TEXTURED COATED AT THE EXTERIOR -- - AND WITH ONE LAYER OF 5/s' GYPSUM WALLBOARD ON 1/8' HAT CHANNELS AT INTERIOR CONDITIONS. 6' CMU WALL EXTENDING FROM FLOOR TO DECK ABOVE, UNLESS NOTED OTHERWISE (U.N.O.) • project no, 720-04 35/8' METAL STUDS TYPICAL, OR 6' METAL STUD FOR PLUMBING WALLS AT I6" OC, EXTENDING FROM SECURED 8' REINFORCED CMU WALL EXTENDING FROM FLOOR TO METAL DECK ABOVE. EPDXY PAINTED Sheet A- I.02 FLOOR TO DECK ABOVE, W/ FULL BATT INSULATION AND ONE LAYER OF 5/s" GYPSUM WALLBOARD EACH AT INDIDE CELLS AREA. GYPSUM WALLBOARD ON 1/6' HAT CHANNELS ON ONE SIDE, EXTENDING GYPSUM ' "`� SIDE EXTENDING FRO BOARD FROM FLOOR TO 6" ABOVE THE HIGHEST POINT OF THE CEILING AT CORRIDORS LOCATION. FLOOR TO THE UNDERSIDE OF TH DECK ABOVE W/ FIRESTOP SEAL NT. t REFER TO STRU¢TURAL DRAWINGS FOR REINFORCING REQUIREMENTS. STRUCTURAL — a-aal STEEL BEAM STRUC%RA L - - LT. l -- STEE1 VIBE a.aaa 'TED _ --- __- F- wre APE F2 W71 MAT¢I-I LINE METAL CANOPY BRICK EMBE WITH TAPERED CONCRETE T INSULATION SLOPED TO DRAIN M 0 Ek N - %a - 4 5 6 7 8 216'-8' 34'-0' TEXTURED COATED 26'-9 3/4" 9 10 31'-4 5/8" 1 11'23 5/8" --- -_ I I I I I I 12 13 14 15 GENERAL PLAN NOTES I. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE MADE TO THE FACE OF MASONRY, FACE OF CONCRETE, FACE OF FINISH STUDS OR GRID LINES UNO 2. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS AND INFORMATION NOT INCLUDED IN THIS DRAWING. 3. EQUIPMENT NOT IN CONTRACT (NIC) IS OWNER FURNISHED AND CM INSTALLED AS COORDINATED W/ OWNER 4. REFER TO WALL SECTIONS FOR EXTERIOR WALLS CONTRUCTION. coRRleoR 1 I — a -w •. _ TEXTURED COATED II CONCRETE TILT PANEL tll . MEl l IN ELECTRICAL 4 h Ell I A-2,01 p I I I I I I I BRICK EMBEDDE CONCRETE TILT PANEL -- _ LL., I� TRAI aTAIR 4 I -� -- PLANE REVIEW I'll E<O I — I I I I I I I — -- — — — 1 2 A-3.03 A-3.03 DATT, Illil I I I I I I I STRUCTURAL ---- l I ONCRETE DECK TR4MING -— LT. OFFICE OVER AR4TUa vara FISCAL AaalST, R3 UVi FILEa SSI ADW AST. ---- WA" A-3.02 Fla I I I I I : u• `';;, _, l 2 -in ripe - - - 1 Ij A-3.02 I I7VITThdLill I I I I I I I I I 0 C �oP9 G Architects and Flamers I SIC Reeves V, FAIA, Kevin Ratil AIA, Ian A Reeves, Assoc, Ala 333 N Knowles Ave. Wnter Pais Fonda 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 Corporate Regstratm No. AACOOT197 E t_ A J — ---.i../'I C KEY PLAN Sanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall nor be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent. • revisions CONCRETE TILT PANEL I I J • sheet title SECOND' 26'-4" 21'-I0 27'-6 I/2" II' 3 1/2" 201411 16'-0" 1(1.011 16'-0" 16'-10" 20'-2 I/2" 12'-1 1/2" -- _ FLOOR PLAN - 205'-2" OVERALL I I I I I I �l1 0.1 E.2 F.1 G H I 0j L M N 0 � 1 U -2,01 • scale. 1/16• = 1'-0' • drawn, DFB SECOND FLOOR PLAN K • checked, IAR • approved. IAR SCALE 1/16° _ T -0 -PLAN LEGEND .date. 11-17-080 8 16 32 64 l ' OR 1 z' OR 8' CONCRETE TILT WALL PANEL,TEXTURED COATED AT THE EXTERIOR -- - AND WITH ONE LAYER OF 5/s' GYPSUM WALLBOARD ON 1/8' HAT CHANNELS AT INTERIOR CONDITIONS. 6' CMU WALL EXTENDING FROM FLOOR TO DECK ABOVE, UNLESS NOTED OTHERWISE (U.N.O.) • project no, 720-04 35/8' METAL STUDS TYPICAL, OR 6' METAL STUD FOR PLUMBING WALLS AT I6" OC, EXTENDING FROM SECURED 8' REINFORCED CMU WALL EXTENDING FROM FLOOR TO METAL DECK ABOVE. EPDXY PAINTED Sheet A- I.02 FLOOR TO DECK ABOVE, W/ FULL BATT INSULATION AND ONE LAYER OF 5/s" GYPSUM WALLBOARD EACH AT INDIDE CELLS AREA. GYPSUM WALLBOARD ON 1/6' HAT CHANNELS ON ONE SIDE, EXTENDING GYPSUM ' "`� SIDE EXTENDING FRO BOARD FROM FLOOR TO 6" ABOVE THE HIGHEST POINT OF THE CEILING AT CORRIDORS LOCATION. FLOOR TO THE UNDERSIDE OF TH DECK ABOVE W/ FIRESTOP SEAL NT. t REFER TO STRU¢TURAL DRAWINGS FOR REINFORCING REQUIREMENTS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 10)- io- I MID WN N I ............................. . . ... . ....... Of II Il 11 O ................. PROP. COLD CAPTAIN EQUIP. STOP, Il.......:....::::II�CASE 2-214 2-213 11 12-212 Lu STORLSTAIR 3 SEC. 12-216 LT. 12-211 SGT. 12-218 SGT OPEN WRK AREA 2-211 E B C D �I ��� ' C2)11 Ill ��� l ��II� ��� 1� 02 OF, CONFERENCE 2-208 IBM ACCRED. FILE MGR. 4 VOL. ROOM 2-198 2-199 LT. SGT. SGT. 2-201 2-206, -206 BULK EVIDENCE P�G' STOR. \0 �De IL ON EVIDENCE CLEW 2- 5 ,E WORK STATIONS 2-1C/V B Ardtects cr)d Ptff)ffs 164 U64 N, I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A1A. Ian A Reeves, Assoc. AiA, 1U23 - 333 N. Knowles Ave. Wnter Pcrk Pado 32789 '1706 WEAPON (407)647- 1518dr Seet nda tr 2-163 Ft MAnRoy 33901 F2 -161 239-461--3944 1-163 Corporate Reo&ahon No. AACOON7 CRIME SCENE 2-161 LNAIRC WORK RM 12-162 RESTROOM STOR CO) r MEVID. DROP I CZ SGT. WTG, I 2-168 CL2-158 12-204 AREA SECURE FILE Evic). ADMIN. �2- L;b POLICE 12-203 STOR. PROCESS CONF. CHIEF12-151 D 2-169 I 2-168 I12-160 U , CORRIDOR 2-2 COPY/ SUPP I SERVER STOP, I ROOM LLLOJI I 2-110 L — — — — I lUl3 OPEN M AREA 12-200 M.1.6 WORK AREA 1 2-111 ADMIN/ WAITING I 2-151 CORRIDOR 2-151 [A INT. RM 2-150 ROOM -191 CORRIDOR -191 CORRIDOR 12-138 , @13 14, .138 1-195 -2-ni OBS @2-113 2-1" CORRIDOR a2-IS3 VAR EXPL. r S-rew ANTE RM G2 2-156 JC L --ADMIN SECURE I REF. L15RI SECRETARY STOR I WORK RM. L nF1— 1U21 ���� C C2 L------ E IA. I BREAK KEY OFFICE STOP, I AREA 12-148 I 2-141 ADMIN 6ERV. MG -OZ L ja jl� F Sanford Public IG L( 0/ 2-1 L -140 �'tOR STOP Safety Complex [A. IA OFFICE 144 SGT. I FILES 12-141 2-139 2-140 LT. MEN WOMEN 2.1 12-220 2-1 (0� WC12 JA MEN WOMEN 391 2-135 ,"'1-113 VEST. 01 F(01 COPY/ 12-163 CRIME I.T. C INTERVIEW INTERNI EW ANALYST ................. STOP. X CORRIDOR 2-- 12 -1132a 2-186 . ........ ....... ........ \\ @221 OPEN INTEL. RECRMT. C)tx VOL. WORK AREA OFFICE OFFICE SGT. il 2 n -a COORD. 12-221 Q 12-131 12-135 cYl 2-11W ........... .... ..... C�ORRIDOR INT". RR .......... ......... ... Li 2-188 2- ?==�j -- c� 2. WAITING Q2 U -M 5 2-115 'k2 36 LT. STAIR 2 —r-50Tf FiF ::::, 12-222 VEST. CHAPLAIN P.1.0 W/ INTERVIEW INTER/IEW INTERVIEW INTERVIEW 12-182 BLDG. INTEL. STUDIO MAINT. FILES 12-136 IISF —'-I LJ —A 4 CORRIDOR C 2-102 .1 OPEN W14 0mZ WTG. AREA 2 I.T PLANS REVIEW/ 29� C2012-103 IF MEDIA/ 15.0 C23 WC -MIS 1 EN 5 LMBY 2-130 6 — -------------- STOR MATCH LINE MATCH LINE 2-04 i Q 2-111 2 L min ----------------------------- ---------------------- 2-11 041 C22 2-105 SECOND FLOOR PLAN N SCALE: 1/8' -1'-0' 0 4 32' 1 1 1 DEPUTY CHIEF WCity of Sanford, 1 G CORRIDOR I C2 z Florida Design Development 100% Architect hereby e�ressly reserves common low copyright and otl property rights h these drawings, Ttx MECHANICAL/ drawings shall not be reproduc, wftKxA written permission and cons( 1-134 I ELECTRICAL of the architect, nor are they to H I -q + + itKrlll 1+ %.401XV Fu 1-0 1-4 1 p� y VV obtaining written permission and come • revisions CS I sheet ffle PARTIAL SECONC FLOOR PLAN C21 — — — — — -- — — scale, 1/8, = T-0, drawn M Rl j e Checked M - approved AR 0 date, Tl -17-08 * proiect no. 720-04 - sheet A -1.02a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CZla C2ia C25 MATCH LINE ------ _----- L_ - - - - - - - - - - - _. - - - - - - - - - - - - -- - MECHANICAL/ ]-�" �--1 L L_1_J I D.1 E2 F.1 G SECOND FLOOR PLAN SCALE: 1/8' -1'-0' A B Architects cnd Planers I,S,K, Reeves V, F,A,LA, Kevin Ratigan, AlA, Ian A Reeves, Assoc. AlA 333 Irl Knowles Ave. Wnter Pak Florida 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 C2l Corporate Registration No. AACOOTP7 — C 61 E �ce�.ed F Sanford Public Safety Complex G City of Sanford, Florida >R Design Development 100% Architect hereby expressy reserves common law copyright and otl property rights in these drawings. TN drawings shall not be reproduc without written pernizon and cons( of the architect, nor are they to H assigned to any party without i obtaining written permission cnd cone • revdo sheet title PARTIAL SECOND FLOOR PLAN • scale, 1/8' = T -o" • (*awn DEB • checked iAR K • approved wz • date, R-17-08 • proiect no. 720-04 • sheet A -1.02b 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 d 1.1 i u G IQ B Architects a>d Planers X C E I.S.K. Reeves V, F.AIA. Kevin Ratigan, AIA, Ian A. Reeves, Assoc. AIA 333 N, Knowles Ave. Wnter Pak Forida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Fonda 33901 239-461-3944 Corporate Regstrahm No. AACOOT197 F Sanford Public Safety Complex City of Sanford, Florida Design Development 100% Architect hereby epressly reserves his common law copyright and other property rights in these drawings. These drawings shai not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without fist obtaining written permission cnd consent. �-W` N J • Sheet title i PARTIAL SECOND 1 1 l l l FLOOR PLAN W E2 F1(A)HI J K L M N 0 , scde, 1/8' a T -a SECOND FLOOR PLAN ' `vim' M NChecked AR m 4' s' 16' 32' SCALES 1/8" =1'-0" K • C>pprOVed IAR • date, TF -17-08 • project no. 720-04 sleet A -1.02c I 0.1 - (off (D-- - 3 4 5 6 7 8 9 A B C D E F I I I I I I ifdS?:R'dl 10 12 1,5 HE C�)_— - N ) 0 8' 16' 32' 64' I I I I I I I I I I I I D.1 E.2 F.1 G H I J K L �N �O FIRST FLOOR REFLECTED CEILING PLAN SCALE 1/16" = T-0" 15 0 F3 Architects and Planners C D I.S.K. Reeves V, F.AI.A, Kevin Ratigan, AIA. kr A Reeves, Assoc, AIA 333 N, Knowles Ave, Writer Pak, Florida 32789 (407) 647-1106 1518 Hendry Street 901 Ft. Myers, Florida 239-461-3944 Corporate Registratbn No. AACoo,07 F - -- A B C r' I KEY PLAN Salord Public Safety Complex CEILING PLAN LEGEND EXPOSED FLUORESCENT LIGHT SUSPENDED FLUORESCENT FIXTURE Q LINEAR FLUORESCENT RECESSED LIGHT o SECURITY GRADE CEILING SURFACE MOUNTED p SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN CEILING MOUNTED LIGHT FIXTURE FIXTURE COVE FLUORESCENT LIGHT CIFILING RECESSED DOWNLIGHT FIXTURE Qo UNDER CABINET FIXTURE WALL SCONCE =TZI FLUORESCENT HIGH BAY FIXTURE (Suspended) ALUMINUM SOFFIT SUPPLY AIR P4 EMERGENCY EXIT LIGHT CEILING RECESSED WALL WASH LIGHT FIXTURE .. Qo INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) WALL MOUNTED INDIRECT LIGHT GYPSUM BOARD CEILING 2x2 ACOUSTICAL CEILING GRID -MOISTURE -' RETURN AIR .... RESISTANT IN BATHROOMS ONLY City of Sanford, Florida Design Development 100Z I Architect hereby expressly reserves his common law copyright and other property rights in these drawings, I hese drawings shall not be reproduced without written permission and consent of the architect, nor are' they to be assigned to any party without tirst obtaining written permission and consent r�j�1�';t�J♦�� J • sheet title FIRST FLOOR REFLECTED CEILING PLAN • scale, AS SI IOWN • drawn, KS/SLI� • checked, DEB < • approved, Al? date, 11-17-08 • project no. 720-04 . sheet A-1.51 1 2 3 4 5 6 7 8 9 10 1 1 12 1S 14 15 FIRST FLOOR PARTIAL REFLECTED CEILING PLAN SCALE: 1/8° = T-0' 0 C I Architects cnd Plcnners I.S.K. Reeves V, F,A,LA, Kevin Ratigan, AIA, Ion A Reeves, Assoc. AIA. 333 N Knowles Ave. Wnter Pais Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No, AACOOT197 E I, li A ,w 1 I B-�---- KEY PLAN F Sanford Public Safety Complex City of Sanford, Florida IDesign Development - I 100% Architect hereby expressly reserves his common law copyright and other property rights in I hese drawings. These drawings shall no be reproduced without written permission and consenl of the architect, nor are they to be H assigned to any par 1 y wit hour first obtaining written permission and consent. • revisions CEILING_ PLAN LEGEND EXPOSED FLUORESCENT LIGHT SUSPENDED FLUORESCENT FIXTUREL� LINEAR FLUORESCENT RECESSED LIGHT o SECURITY GRADE CEILING SURFACE MOUNTED p SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN CEILING MOUNTED LIGHT FIXTURE FIXTURE COVE FLUORESCENT LIGHT CEILING RECESSED DOWNLIGHT FIXTURE po UNDER CABINET FIXTURE WALL SCONCE M�Q FLUORESCENT HIGH BAY FIXTURE (Suspended) ALUMINUM SOFFIT SUPPLY AIR EMERGENCY EXIT LIGHT CEILING RECESSED WALL WASH LIGHT FIXTURE .. p INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) WALL MOUNTED INDIRECT LIGHT _ GYPSUM BOARD CEILING 2x2 ACOUSTICAL CEILING GRID -MOISTURE 1 ! RETURN AIR � .. RESISTANT IN BATHROOMS ONLY • scale. 1/8' - T -o- • drawn KS/SER • checked. DLB K • approved AR • date. 11-17-08 • project no, 720-04 • sheet A -1.51a I 2 CEILING PLAN L EXPOSED FLUORESCENT LIGHT COVE FLUORESCENT LIGHT I EMERGENCY EXIT LIGHT 4 5 6 7 8 9 z 12 13 14 EGEND nz SUSPENDED FLUORESCENT FIXTURE CEILING RECESSED DOWNLIGHT FIXTURE CEILING RECESSED WALL WASH LIGHT FIXTURE D LINEAR FLUORESCENT RECESSED LIGHT CEILING MOUNTED M O 0 UNDER CABINET FIXTURE D SECURITY GRADE CEILING SURFACE MOUNTED p LIGHT FIXTURE r= i WALL SCONCE INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) WALL MOUNTED INDIRECT LIGHT 7-1 FIRST FLOOR PARTIAL REFLECTED CEILING PLAN SCALE: 1/8' = T-0° SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE FLUORESCENT HIGH BAY FIXTURE (Suspended) GYPSUM BOARD CEILING CEMENT PLASTER STUCCO CEILING ALUMINUM SOFFIT 2x2 ACOUSTICAL CEILING GRID -MOISTURE RESISTANT IN BATHROOMS ONLY EXHAUST FAN SUPPLY AIR 0 C D Architects cnd Plcrners I.S.K. Reeves V, F,A,IA. Kevin Ratigan, AIA, Ion A Reeves, Assoc, AIA. 333 N Knowles Ave. Winter Pais Porida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Flaba 33901 239-461-3944 Corporate Registration No, AACOOTI97 r_ E A 11 1 - B 1 1 C KEY PLAN Sanford Public Safety Complex ICity of Sanford, I Florida Design Development 100% Architect hereby expressly reserves his common law copyright and other property rights in these drawings. I hese drawings shall not be reproduced without written permission and consent of the architect, nor are I hey to be H assigned to any party without first obtaining wrl I I en permission and consent. K • revlslons • sheet title 1ST. FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN • scale 1/8' = 1'-0' • drawn. KS/SER • checked DEB • approved IAR • date 11-T7-08 • project no, 720-04 - RETURN AIR L' I I • sheet A -1.51b 1 2 5 6 7 8 FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/8° = T-0" CEILING PLAN LEGEND EXPOSED FLUORESCENT LIGHT SUSPENDED FLUORESCENT FIXTURE LINEAR FLUORESCENT RECESSED LIGHT o SECURITY GRADE CEILING SURFACE MOUNTED p SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN CEILING MOUNTED LIGHT FIXTURE FIXTURE COVE FLUORESCENT LIGHT CEILING RECESSED DOWNLIGHT FIXTUREoQ UNDER CABINET FIXTURE C&D IUALL SCONCE FLUORESCENT HIGH BAY FIXTURE (suspended) _� ALUMINUM SOFFIT SUPPLY AIR EMERGENCY EXIT LIGHT CEILING RECESSED WALL WASH LIGHT FIXTURE Q INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) 1 WALL MOUNTED INDIRECT LIGHT GYPSUM BOARD CEILING 2x2 ACOUSTICAL CEILING GRID -MOISTURE RESISTANT IN BATHROOMS ONLY RETURN AIR A C ❑1 C\ Architects Architects and Planners I,S.K. Reeves V, F.A.I,A. Kevin Ratigan, A.I.A. kr A Reeves, Assoc, ALA 333 N Knowles Ave. Wnter Pais Florida 32789 (407) 647-U06 1518 Hendry Street Ft. Myers, Fonda 33901 239-461-3944 Corporate Registration No. AAC001197 Ji A €l � I -- C c_ I� KEY PLAN F Sanford Public Safety Complex City of Sanford, Florida IDesign Development - I 100% Architect hereby expressly reserves his common law copyright and other property rights in these drawings. Thesc drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent • rewslons J sheet title 1ST. FLOOR REFLECTED CEILING PLAN - PARTIAL PLAN • scales 1/8' - T-0. • drawn KS/SFR • checked. DLs • approved IA? • date, 1--T7-08 • project no. 720-04 • sheet A -1.51e 1 2 3 4 5 6 7 8 9 '10 11 12 13 14 15 C�- C5� 0 G� P� s�� moo. Q Architects cnd Planers I.S.K. Reeves V, F.AI.A. Kevin Ratigan, A.I,A, Ion A Reeves, Assoc. AIA 333 N Knowles Ave. Wnter Pcrk Florida 32789 (407) 647-1706 1518 Hence Street Ft. Myers, Florida 33901 239-461-3944 Corporate Reotrahm No, AACOOT)97 9 D I I I I I I I j EXPOSED -- MANRiGJ i e7S,41h 6 - - - - — A ---_ C KEY PLAN F Sanford Public Z. 'f Safety Complex G City of Sanford, Florida Design Development - 100% I I I I I I I I I I N 0 S' 16' 32' 64' D.1 E2 F.1 G H I J K L M N 0 1 SECOND FLOOR REFLECTED CEILING PLAN kA-1.52a/SCALE: 1/16" = T-0" CEILING PLAN LEGEND EXPOSED FLUORESCENT LIGHT I--�� SUSPENDED FLUORESCENT FIXTURE Q LINEAR FLUORESCENT RECESSED LIGHT o SECURITY GRADE CEILING SURFACE MOUNTED © SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN CEILING MOUNTED LIGHT FIXTURE FIXTURE COVE FLUORESCENT LIGHT CEILING RECESSED DODUNLIGHT FIXTURE po UNDER CABINET FIXTURE UUALL SCONCE M�Q FLUORESCENT HIGH BAY FIXTURE (Suspended) 0 ALUMINUM SOFFIT SUPPLY AIR EMERGENCY EXIT LIGHT CEILING RECESSED UUALL LUASH LIGHT FIXTURE INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) WALL MOUNTED INDIRECT LIGHT GYPSUM BOARD CEILING 2x2 ACOUSTICAL CEILING GRID -MOISTURE RETURN AIR N RESISTANT IN BATHROOMS ONLY � Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall no f be reproduced without written permission and consent of the architect, nor are they to be H assigned t o any party without first obtaining written permission and consent. • revlslons J sheet title SECOND FLOOR REFLECTED CEILING PLAN • scale As SHOWN • drawn Ks • checked IAR approved, IAR • date. 1--17-Oa • project no. 720-04 • sheet A-1.52 1 0 O- 9®® 2 4 Q 5 0 7 I E ILI 12 13 14 E H 1.......... CEILING PLAN EXPOSED FLUORESCENT LIGHT COVE FLUORESCENT LIGHT EMERGENCY EXIT LIGHT LEGEND SUSPENDED FLUORESCENT FIXTURE I CEILING RECESSED DOWNLIGHT FIXTURE CEILING RECESSED WALL WASH LIGHT FIXTURE O O 0 LINEAR FLUORESCENT RECESSED LIGHT CEILING MOUNTED UNDER CABINET FIXTURE SECOND FLOOR REFLECTED CEILING PLAN k1.52 SCALE 1/8° = 1'-0" K o SECURITY GRADE CEILING SURFACE MOUNTED ® SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN LIGHT FIXTURE FIXTURE E= I WALL SCONCE INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) WALL MOUNTED INDIRECT LIGHT FLUORESCENT HIGH BAY FIXTURE (Suspended) —� GYPSUM 50ARD CEILING ALUMINUM SOFFIT 2x2 ACOUSTICAL CEILING GRID -MOISTURE -4-1 RE515TANT IN BATHROOMS ONLY SUPPLY AIR RETURN AIR REFLECTED CEILING PLAN • scale, 1/8' T -o• • drawn KS • checked IAR • approved IAR • date 11-17-08 • project no, 720-04 • sheet A— 1.52 a r � 1 N% EN ..�, CEILING PLAN EXPOSED FLUORESCENT LIGHT COVE FLUORESCENT LIGHT EMERGENCY EXIT LIGHT LEGEND SUSPENDED FLUORESCENT FIXTURE I CEILING RECESSED DOWNLIGHT FIXTURE CEILING RECESSED WALL WASH LIGHT FIXTURE O O 0 LINEAR FLUORESCENT RECESSED LIGHT CEILING MOUNTED UNDER CABINET FIXTURE SECOND FLOOR REFLECTED CEILING PLAN k1.52 SCALE 1/8° = 1'-0" K o SECURITY GRADE CEILING SURFACE MOUNTED ® SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN LIGHT FIXTURE FIXTURE E= I WALL SCONCE INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) WALL MOUNTED INDIRECT LIGHT FLUORESCENT HIGH BAY FIXTURE (Suspended) —� GYPSUM 50ARD CEILING ALUMINUM SOFFIT 2x2 ACOUSTICAL CEILING GRID -MOISTURE -4-1 RE515TANT IN BATHROOMS ONLY SUPPLY AIR RETURN AIR REFLECTED CEILING PLAN • scale, 1/8' T -o• • drawn KS • checked IAR • approved IAR • date 11-17-08 • project no, 720-04 • sheet A— 1.52 a � 1 CEILING PLAN EXPOSED FLUORESCENT LIGHT COVE FLUORESCENT LIGHT EMERGENCY EXIT LIGHT LEGEND SUSPENDED FLUORESCENT FIXTURE I CEILING RECESSED DOWNLIGHT FIXTURE CEILING RECESSED WALL WASH LIGHT FIXTURE O O 0 LINEAR FLUORESCENT RECESSED LIGHT CEILING MOUNTED UNDER CABINET FIXTURE SECOND FLOOR REFLECTED CEILING PLAN k1.52 SCALE 1/8° = 1'-0" K o SECURITY GRADE CEILING SURFACE MOUNTED ® SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN LIGHT FIXTURE FIXTURE E= I WALL SCONCE INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) WALL MOUNTED INDIRECT LIGHT FLUORESCENT HIGH BAY FIXTURE (Suspended) —� GYPSUM 50ARD CEILING ALUMINUM SOFFIT 2x2 ACOUSTICAL CEILING GRID -MOISTURE -4-1 RE515TANT IN BATHROOMS ONLY SUPPLY AIR RETURN AIR REFLECTED CEILING PLAN • scale, 1/8' T -o• • drawn KS • checked IAR • approved IAR • date 11-17-08 • project no, 720-04 • sheet A— 1.52 a -7 a 1n 11 12 13 14 1b CEILING PLAN LEGEND EXPOSED FLUORESCENT LIGHT SUSPENDED FLUORESCENT FIXTURE COVE FLUORESCENT LIGHT CEILING RECESSED DOWNLIGHT FIXTURE EMERGENCY EXIT LIGHT CEILING RECESSED WALL WA5H LIGHT FIXTURE �i l _ - �... 1... .. {. D LINEAR FLUORESCENT RECESSED LIGHT CEILING MOUNTED Qo UNDER CABINET FIXTURE a �r o SECURITY GRADE CEILING SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE mk3 p INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) Ir, - WALL MOUNTED INDIRECT LIGHT H. "EXTERCI0R I E CF) 1 _ ............. . - I - E:XP05ED I - _r _- II ... nyy. .... ,...�.w*It.. -. - : -------- ----• }. Y�f�H! �9!�✓ ` - NCE' ..tw.., I -- li a C�} I I CEILING PLAN LEGEND EXPOSED FLUORESCENT LIGHT SUSPENDED FLUORESCENT FIXTURE COVE FLUORESCENT LIGHT CEILING RECESSED DOWNLIGHT FIXTURE EMERGENCY EXIT LIGHT CEILING RECESSED WALL WA5H LIGHT FIXTURE �i l _ - �... 1... .. {. D LINEAR FLUORESCENT RECESSED LIGHT CEILING MOUNTED Qo UNDER CABINET FIXTURE a �r o SECURITY GRADE CEILING SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE mk3 p INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) Ir, - WALL MOUNTED INDIRECT LIGHT H. "EXTERCI0R I o SECURITY GRADE CEILING SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE mk3 p INDIRECT/DIRECT LIGHT FIXTURE (SUSPENDED) Ir, - WALL MOUNTED INDIRECT LIGHT H. T__ M PARTIAL REFELCTED CEILING PLAN SCALE: 1/8° = T-0° PARTIAL REFELCTED CEILING PLAN SCALE: 1/8" = T-0° SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN FIXTURE FLUORESCENT HIGH BAY FIXTURE (Suspended) ALUMINUM SOFFIT SUPPLY AIR GYPSUM BOARD CEILING 2x2 ACOUSTICAL CEILING GRID -MOISTURE l RETURN AIR RESISTANT IN BATHROOMS ONLY Eli \\ A 111 C 0 Architects cnd Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, AIA, kr A Reeves, Assoc, AiA 333 N Knowles Ave. Whiter Pais Fordo 32789 (407) 647-1706 1518 Hendry Street Ft, Myers, Fonda 33901 239-461-3944 Corporate Regfstralion No. AAC001197 A R 4 -- C KEY PLAN F JSanford Public Safety Complex City of Sanford, Florida Design Development 100Z I Architect hereby expressly reserves his common law copyright and o f her IL properly rights in those drawings. These drawings shall no I be reproduced without written permission and consent of the architect, nor are Ihey to be assigned to any party without first obtaining written permission and consent. • rewslons J sheet title SECOND FLOOR REFLECTED CEILING PLAN • scale: 1/8 - T 0' • drawn Ks • checked! IAR K • approved; IAR • date. 11-17-08 • project no. 720-04 • sheet A -1.52b "EXTERCI0R I T__ M PARTIAL REFELCTED CEILING PLAN SCALE: 1/8° = T-0° PARTIAL REFELCTED CEILING PLAN SCALE: 1/8" = T-0° SURFACE MOUNTED FLUORESCENT LIGHT ® CEMENT PLASTER STUCCO CEILING EXHAUST FAN FIXTURE FLUORESCENT HIGH BAY FIXTURE (Suspended) ALUMINUM SOFFIT SUPPLY AIR GYPSUM BOARD CEILING 2x2 ACOUSTICAL CEILING GRID -MOISTURE l RETURN AIR RESISTANT IN BATHROOMS ONLY Eli \\ A 111 C 0 Architects cnd Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, AIA, kr A Reeves, Assoc, AiA 333 N Knowles Ave. Whiter Pais Fordo 32789 (407) 647-1706 1518 Hendry Street Ft, Myers, Fonda 33901 239-461-3944 Corporate Regfstralion No. AAC001197 A R 4 -- C KEY PLAN F JSanford Public Safety Complex City of Sanford, Florida Design Development 100Z I Architect hereby expressly reserves his common law copyright and o f her IL properly rights in those drawings. These drawings shall no I be reproduced without written permission and consent of the architect, nor are Ihey to be assigned to any party without first obtaining written permission and consent. • rewslons J sheet title SECOND FLOOR REFLECTED CEILING PLAN • scale: 1/8 - T 0' • drawn Ks • checked! IAR K • approved; IAR • date. 11-17-08 • project no. 720-04 • sheet A -1.52b 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TAPERED INSULATION A B C r6i FORMING CRICKETS, T5X8 TYP. OVERFLOW SCUPPER DOWNSPOUT ADJACENT TO EACH WITH CONDUCTOR ROOF DRAIN, TYP. HEAD, TYP. PARAPET WALL WITH - - - - - - I; PRECAST CONCRETE # � I - OOF G - CAP, TYP. ACCESS rt WALKWAY, z TYP. - --- - - MODIFIED BITUMEN ROOFING J` -- SYSTEM ON 4 NAILABLE IGID w � a CL u - INTEGRATED NSULATION OVER STRUCT RAL -------- CONCRETE -� oa CANOPY GUTTER ;:........ CONCRETE ON METAL RO FING .......,.I„iI DECK, TYPICAL. z 1 a OVERFLOW :.. �;a ;;---::::'= CONCRETE TAPERED INSU ATION fI SCUPPER, TYP. CORRUGATED E (L -L L INE OF J ................. {I! SLAB LID ON - - FORMING GRIGKETS, METAL CANOPY �' :....:::.�:.::.: 1' FRAMED BAY I ;�� 4 �' •� TYP. .COVERED I WINDOW CANOPY BELOWBALCONY BELOW I ..... .............. ................ �- �-- jj 1 � I � I I 1 F-1-1-1111-111-11 :::-�' PARAPET WALL I I I I I ROOF ACCESS ...:: WITH PRECAST WALKWAY, TYP. :�: "'1. CONCRETE CAP, LU TYP. � ii ii - 4)—IIS *-- - _ _ - -- - - - - - - - --- _. _ - - - - - - - - -- ...::;.................. .. 1 r _ z ...:::::::::::::::jl ROOF RIDGE LINE- ROOF RIDGE LINE ". MODIFIED BITUMEN ROOFING r:. SYSTEM ON 4" NAILABLE RIGID :.. ..-',:"I I INSULATION OVER STRUCTURAL .... CONCRETE ON METAL ROOFING `•;; � u DECK, TYPICAL. - - - - ---- -- - - - - ua_ uiuv. �Z OZ .11-10-0-; METAL ACCESS :........::: ';! - LADDER WITH :::::::.... CAGE STANDING SEAM METAL ROOF ON 4' RIGID I - INSULATION STRUCTURE PC AL, .......�:::.. ���� _ ��'�. � i � �I� �. I L_ - -' TAPERED - � - OVERFLO INSULATION FO INC .....:::::,. 11 /� SCUPPER, TYP. CRICKETS, TYP. �- I� � I WALKWAY COVERED T 1-i BELOW F I I I I I II II I I I I 5 - - ....... _ T - P \ / %X5 X �ROOF ACCESSI METAL LADDER DO SPOUT _ - { Y \ �i i'I 6 i WALKWAY, TY WITH SAFETY WITH CON UCTOR Z ( { - - ', o z HEAD, TY . 00 OVERFLOW ROOF � o � RAIDING AT TOP 'r DRAIN, TYP. OVERFLO � I SCUPPER, TYP. s ROOF DRAIN, - T �I TYP. T r1rITiT ;44 l ---- n LL LL LL - �= O i III 11 i 1 l 1 11 CL SLOPE SLOPE —� 111,1'11 111 � �� II�IIi II 1111 II '111' � I �1'IIIIIIIII'III'1111''lj 'II I,I�I�III'I��,Ijl'I - - J' I 1/4 INCH FT. 1/4 INCH / FT. �, `r' z it - 1 ILII''' 111 Illi) III ill 1,. <f I,I III 1'11'11 'I' 'I� 1111'111 11'1111 1111'11' '1111''1 STANDING SEAM METAL 1111 11111 II111 1 1 � �� � I'I�III � � I�'l l! I 11,1 1 1 �� 11'1.1 11�'I 11 '1 111 � 11 '1 - llI ROOF ON 4 I ''�1'l11 II 1 1 1.1111 11 1 11 Csl IIII�II'� 11111 R RIGID 11,111 ISI � 111 �I 1 'li I �I111 Iii I li it I 1111111 II' 1 1� II dill Iq1 INSULATION OVER STEEL "I l l l l Ii II'l 1 STRUCTURE, TYPICAL. "III 'l l l! l 'III 1, 11 l u l l 11 " 'I I i l I II 1 1 1 'III MODIFIED BITUMEN ROOF RIDGE LI E I � I I I 'I II I I', �l II 1 �I I II � I I I ';III '� �` - ROOFING YSTEM ON 4' III'; l'' III II IIi'IIIIl1'Il'II11''1111 I , 111 I l i' 1 NAILABL RIGID - ILII'IIII111 1111111 1 1 1 I� 111111 li, 11'11'111 1111 I I'III II � li 'ilii 1,11 Hili 11111 I•. 11111.1111�,'II'i111111111'i�II 1111111'11'1 1,11 1 U" 1 1 1 1 1 INSULATIo OVER 1 'I 1 1 11 111 rt�-- 11111i11 1 1 1i I IT I I 11 I I I I' '1 '1 I '1 I I I' 1-+•� 11 I 1 1 I_� : 111 L � � �/ T S RUCTU L CONCRETE 11111 I' I Ul U.1 �': ''_I METAL LADDER - o v - - DECK, TY ICAL. i WITH SAFETY-,— RAILING AFETY RAILING AT TO o CONCRETE LI A - �—MODIFIED (BITUMEN ROOFING SYSTEM A.A A C' A -- 12x12 SLIPPED ON 4" NAI ABLE RIGID INSU ATION > SLOPE SLOPE OVER STRR� CTURAL CONCRETE ON - <-- - - > 1 RESISTANT EX ERIOR I/4 INCH FT. Ili 1/4 INCH / FT. METAL ROpFING DECK, TY ICAL. z L� GRADE TILE CONCRETE _ ROOF ACCESS I i , WALKWAY, TYP. l SLAB LID - l O -1_ L I T r I� o R QF ACCESS _ - -Y- I a WALKWAY, TYP. - L L I�-77 i : ROOFDRAT N BEk _ - - - - - - TYP. OVERFLOW OVERFLOW `= SCUPPER, YP. SCUPPER, TY . I I I I I I I I I I I I I I I I I I I I I I I I D.1 EI2 F.1 G H �I �J K L O O N� ROOF PLAN. SCALE: 1/16° = T-0- 0 8' 16' 32' 64' FOR 100 YEAR STORM = 11.0 INCHES PER HOUR 110 SF ROOF AREA PER SQUARE INCH OF DOWNSPOUT AREA LARGEST DOWNSPOUT AREA REQUIRED: 1,n8 SF / 110 SF = II SQUARE INCHES OF DOWNSPOUT AREA PROVIDED: 4'X 4" 16 SQUARE INCHES OF DOWNSPOUT SCUPPER AREA: 8" x I6' - 128 SQUARE INCHES OF SCUPPER AREA 8 C 0 I,S,K. Reeves V, FAIR Kevin Ratigan, A.I.A. Ian A, Reeves, Assoc. AIA 333 N Knowles Ave, Winter Parc Florida 32789 (407) 647-n06 1518 Hendry Street Ft, Myers, Paida 33901 239-461-3944 Corporate Registration Na AACOOT197 E A -- - j B II _._. C �I KEY PLAN F Sanford Public Safety Complex G City of Sanford, Florida IDesign Development - I 100% Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall nol be reproduced without written permission and consent of the architect, nor are they lo be assigned to any party without first obtaining wri l ten permission and consent, • revisions sheet title ROOF PLAN • project no, 720-04 • sheet A-1.71 • scale, 1/16• - T -O' • drawn. Ks, SER • checked IAR K • approved IAR • date. 11-17-08 • project no, 720-04 • sheet A-1.71 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A(EN D E F F1 0 H I 0 K L t� N 0 TEXTU D CONC. ON TILT PIL J SHADEd. AREA INDICATES SPAND L GLAZING A ALUMINU 1 CURTAIN WALL WITI I I I PRE -CAST CONC. COPING LARGE MISSILE IMPACT GLAZING i � i i METAL SOFFIT PANEL, BEYOND10, EL. 145'-0' _ _ BRICK BEDDED INSULATE METAL ANEL OVER Lt. GA wh k -—BRlfl� DER— - - - - - - — EXPOSED ROOFS TURE:: T.O. + TILT PANEL //�-/ryy,���/��pp�� TT 11 77 pp II QQ //����}}�� CONCRETE TILT PANEL STRUCTU FRAMI a CURTAIN WALL p� /� q �-C t a .. ,1.1�4e.r:e'J�`d r.�4 ,, .., -. a.l. -> ,.. mal. ...... ...,... .........,...., „..... ,..., ,.... .... ....... . .. .... .. ELEVATOR , ,C �INC� .,�.,, ....,,,,..r.,,.,...,1.,�,.. , , kk EL. 131'-4' » BEtWEEN E H BAY CONCRETE TILT ANEL, BEY � � � PJ EL. 135'-4' - - OVERFLOW . LpPER TOP OF LOW ROOF �sIND PRE -CAST I SPANDREL OHC. TOP OF PARAPET G TILT PANEL 71CONC. P� PARAPETBAND SPANDREL EL oL EL. 124'-�' G' + y y y y REVEAL, TYP' ? ENGRAI!ED INTAKE LOU R, BEHIND TOP OF PARAPET eS%\ \� ` HOLLOW MET L' DO SIGNAGE SPANDREL TI T PANEL EL. 119'-3' � O�� EL. 116'-0' aOL � TOP OF SECOND ----- , - APPARATUS BAY S= ° N F O R FIRE D E I�Afi M T g Ard#ects cnd Paws FLOOR SLAB -- z s _ -h ELL. 116 - � . i i - - - i .... i -- --- - AL EL. 113'-9' —f + o + f + j > t - + --- - --- -- -- -- - - - - FLOOR SLAB Kevin Ratigan, AJ.A, ---.._ - TOP OF CANOPY t _ - - — - -_- - ___ - Reeves, Assoc, AIA. -._ .- .- .- ..... .... .._ ... -- • �� W-� - Ian A s + + / / / / /-------- + — - _ r -_ -- — - ---- - ' -----_-------.............. ...................._..._�. « _ .............. - - - - -- — -- _ Knowles Ave. `\ ,, ,, \ - _-= _ --- _ --- �,-0, Writer Pak Fiaida 32789 - - - _ _ EL. 1 (407) 647-1706 OIL EL. 100 -0 .. _ __ TOP OF SLAB _ffCANTILEVERED OHC. BENCH ALUMINUM CURTAIN W L WITH TEXTURED COATING ON TEXTURED COAtI CANOPY W/ E POSED S tURE AND TEXTURED COAT ON TOP OF SLAB PERFORATE METAL, O EAp COILING OOR 1518 Hendry Street ATTACHED TO rI T WALL LARGE MISSILE IMP T GLAZING CONCRETE TILT PANEL i GANtILEVEF�O SLIDE GATE i i CONCRETE TILT OL ANL MULTI WALL LYCARBOi)IATE 'SKYLIGHT' i i i i i CONCRETE TILT ANEL i Ft, Myers, Florida 33901 STRUCTURAL S- L TUBE CANTILEVERED PREC T CONCRETE AtfACN,...,» o"tl.i'„W....,., ALUMINUM CU TAI WCL WITH BASIS OF DESIGN, CPI ,,..i ............... ....»,,..,,.,..»_ »,,.,.- y� METAL CANOPY I BENCH/SILL ATTACHEIDTO TILT WALL I 1 D L ALL I LARGE MISSILE IMPACT GLAZING I � 1 1 � "i ` »� � 239-461-3944 WEST ELEVATION c°��e `�' 1 No. AAC00T197 \A-201/SCALE: 1/16' -1'-0' T T Oa Q2 1 2 9 4 5 a 7 >7 CONCRETE TILT PANEL, BEY i i i i i i i i STANDING SEAM METAL ROOF i i ALUMINUM RTAIN ALUMINUM CURTAIN WALL WITH ARGE MISSILE IMPACT GLAZING INSULATED METAL PANEL OVE LT. GA. WALL WITH AING MISSILE I I I STRUCTURAL FRAMING • CURT IN WALL I , EL. 145'-0' IMPACT GL INC _ EL. 145 0 T.O. ® TILT PANEL i i i CANOPY STRUCTURE ATTACHED t0 TILT WALL BOTH SIDES i T.O. a TILT PANEL *ELEVATOR - - _ _ -CAST CONC. BANDING�- -CAST CONC. COPING - _ ALUMINUM LOUVERS ATTACHE - - - - - - - ......... 7A..,lKUC1,r�4lRCalK,�1A4�,,... [,,.,. TO EXPOSED ROOF SfRUCUTU Y *ELEVATOR T...,, . »., „, „ TE � ' iN�TE I IL -,T-, lAteL � PRE -CAST CONC. COPING SHADED AREA INDICATES i i i i METAL CANOPY i i D EL. 135'-4' SPANDRE GLAZING VED SIGNAGE ENGRAVED SIGNAGE - S4IADED A1aA INDICATES _ EL. 135'-4' � TOP OF / ;/i /i y __ .. - -- - SPANDREL GLAZING TOP OF TILT PANEL i AN RD POLICED RTM 'NT HEADQUARTERS S A N F O R D F I E T D P A R T M E N T TILT PANEL r :... r r r - CONG, TILT AN y y INSULATED METAL PANEL OVER LT. GA. y r r r r r r r r r r r r 1 �' ,., ;..:... :.:. ...........: ,..::..:.................. / `.. .:.:: ,•..... •; �; .... , :;. ,<° ,..,.. ••: �: � / .. _ � STRUCTURAL FRAMING ®CURTAIN WALL r ------ALUMINUM CURTAIN WALL WITH EL. 116'-0' LARGE . . . - - - - EL. I10lb0'-'0-0' SECONDTOP OF ' TOP OF SECOND ............... _....... ........ FLOOR SLAB...........i.....--------------------------.r-----------FLOOR SAB ---------- .. ------------------------- ...... ------------ .........._ : -- -----------------.. 117 r - ............... ............----------. ANOPY BEYOND EOL EL. TOP OF SLAB OVERHEAD COILING T XTURE CONCRETE ILL TEXTURED COATI BRI K EMBEDDED VERTI AL BI -FOLDING CLEAR TEMPERED GLAZI TOP OF SLAB !--L GRILLE, BEYOND CRETE PANEL TYP. i CONCRETE TILT P r i CON RETE TILT PANEL GA DOOR BASIS OF DESIGN SCHWEISSLARCxE MISSILE I t GLAZING ALUMI UM CURTAIN WALL WITH AC TEXTURED GATING CONCRETE I,., EXPO ED ROOF STRUCTURE TILT PANEL, BEYOND STANDING SEAM METAL ROOF z NORTH ELEVATION A-201 SCALE: 1/16' -1'-0' 7 5 4 9 2 1 OZ Qt - I SHADED AREA INDICATES ALUMINUM LOUVERS ATTACHED - OIL EL. 145'-0' SPANDREL GLAZING I TO EXPOSED ROOF STRUCUTURE� BEYOND I EL. 145'-0' T.O. ® TILT PANEL T.O. e TILL PANEL i ALUMINUM CURTAIN WALL WITH TEXTURpD COATING ON i COPING ELEVA-OR ELEVATOR LARGE MISSILE IMPAC- GLAZI YON_ _ CONCRE TILL PANEL _ _ _ OVERHEAD I I - - - » »� GR LLE D z .,, .,� E�(T,LI�.J�LCQt�ICRETE...,,,,,,,,,,,,,,,,,,�.,,.,.,............,..,...._....... .. :...................: i HOLLOW METAL i ALUMINUM CURTAIN WALL, -== =-�z BRICK EMBEDDED -ILL PANEL OILEL. 135'-4' DOOR, BEYOND BEYOND CONCRETE TILL PANE _ ! ! ! _ EL. 135'-4' TOP OF TOP OF -- LILT PANEL I TILL PANEL TEXTURED COATING ONi ..... ::.:.:... . ,. -: coNc TILT ......- _ --- ----- RE EL. 124 2 - L P BALCONY g, 3' TE PANEL TOP OF PARAPET— i i i i i i i i i i _ - t. BEARING HEIGHT L_J L_J L_J L_J L_J \ EL. 116'-0' OIL------1-J1----------------AOIL EL. 16AT� BAY TOP OF SECOND ------- .......... ... ... ........................-..........._............... __ ................. -INTAKE. LOUVER VER . BL P EL - - _.._. .._ ............................... _...._____.__ ......_.._ ..._ _._ _ _____. ___............ _ ....._..._................................................._.. _._..._...... _._.... TOP OF SECOND i i ..................................... ..... - _ _. _ - ......._...._.... FLOOR SLAB FLOOR SLAB .................. - _..... _.-... .............................. — ................................... -- .. _............. _.................. }.....-. --------------------------- --- ..... ....................... ............................................... _ .... .. ._. ------------ �/ L_J----------- . __.. —_ - �� - ---------------------------------------- OIL . .. _------ ------ EL. 100'-0' - ` ` oL EL. 1001-01 TOP OF SLABBRICK EMBEDDED TOP OF SLAB LOUVER TEXTURED COALING ON EXHAUST LOUVER OVERHEAD COILING DOOR i CONCRETE TILT PANEL i r' CONCRETE TILT PANEL „, ,,.,»,,.,.,.. .., ., r. ��� S�O�TH-ELEVATION SCALE: 1/16' -1'-0' I KEY F Sanford Public Safety Complex G City of Sanford, Florida Design Development 100% Architect hereby e)pressly reserves his common law copyright and other property rights In these drawings These drawngs shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without fist obtdning written permission and consent. � Isheer title EXTERIOR ELEVATION • scde, 1/16" = T-0" • daWR DEB • checkEd IAR K • apfOved IAR • date, Tl -17 -os . proiecr no. 720-04 . sh%t Q-201 2 3 METAL CANOPY 4 5 6 7 8 9 10 11 12 13 14 15 D.1 ALUMINUM LOUVER ING ATTACHED TO MULLION INSULATED ME AL PANEL OVER LT. GA. STRUCTURAL ING 6 CURTAIN WALL ALUMINUM LOUVER ATTACHED TO MULLION ``ALUMINUM CURTAIN WALL WITH LAME MISSILE IMPACT GLAZING �— CANTILEVERED PRECAST CONCRETE BENCH/SILL ATTACHED TO TILT ALL E BRICK EMBEDDE CONCRETE TILT P EL PRE -C T CONC. COPING EXPOSED ROOF STRUCTURE METAL SOFFIT ANEL, BEYOND PRE -CAST CONC. BANDING ME MEME FY LOW ROOF BEHIND PARAPET OVERFLOW SCUPPER ALUMINUM LOUVER ATTACHED TO MULLION REVEAL, TYP. ♦ ALUMINUM CURTAIN . SHADED AREA INDICATES LAR3E MISSILE IMPACT GLAZING SPANDREL r_BRICK EMBEDDED CONCRETE TILT PANEL �ww----------�. --wwwwwwwwwwwww wwwwww www---wwwwww��wwwwwwwwwww-_ wwwwww_ -_-w-w..------w-------wwwwwwwww"j� \ � wwwwwwww.-w --_Y_Y_-___YY__YY____________wwwww•--_Y_YYY ---ww--wwwwwwwwwwwwwl�wwwww---w--w • =_wwww w� -w� _�--w-iww-r�w�__Y____ • ��wwwww ---wwwwwwwwwwww�w��wwwwwww wwwwwwwwww_w_wwwww=�..wwwwwww -� --www �--- ----- rww ----- .rw ______ 1 rr=— ��.-- Reeves wwwww__ __ o--------w-w-�_ii_Y•i w. --r---r •Reeves,♦ . • ♦ ♦ -ww iiw irirrrwwww--�3-�i� wwwww --_w--�_1ii�s wwwww�f{m�� -----ter-_-_w_w_s.�a•-w----- _ �wwwwwwww_---wwww _-_wwwwww-���� wwwwww_www� wlwwww � wlwwwwww-�----•Knowles333 N, Ave. www -w _ r • - • • • 32789 wwwwwww wwwww- --_ •w _-..-.��-�..�..�. - wwwwww w �i . • 0 • 1518 Hendry Street • Myers, -••• 239-461-3944 �iwww �wwww---www ____ _-- - --- �-- ----_---'�--•_____-_ wwwwwwww----iiwwY ww=wiwiwi ----•Corporate No. AACOOW7 -- ___--= -- ---------- i:�irwwww ��I www�Yw�wwww ----------- I LU ................................................................................................................................. ............................... .------------------------------------------------------------------------------------------ LU D -------------------- .... ...... ............................................................................................ ------------------------ ---------- .... -- z � I ------------------------------------------------------------- .................................................. ... L...........................- w I _S111; ---------I - ----- --------- I ------------------------- ----------------------------- � I e I � I L---------------- --- TEXTURED COATING PERFORATED METAL, CONCRETE TILT PANEL CANTILEVERED SLIDE GATE ATTACHED TO TILT WALL E WEST ELEVATION SCALE: 3/16' -1'-0' M Pae �a 01 G KEY Sanford Public Safety Complex C16 D.1 ALUMINUM LOUVER ING ATTACHED TO MULLION INSULATED ME AL PANEL OVER LT. GA. STRUCTURAL ING 6 CURTAIN WALL ALUMINUM LOUVER ATTACHED TO MULLION ``ALUMINUM CURTAIN WALL WITH LAME MISSILE IMPACT GLAZING �— CANTILEVERED PRECAST CONCRETE BENCH/SILL ATTACHED TO TILT ALL E BRICK EMBEDDE CONCRETE TILT P EL PRE -C T CONC. COPING EXPOSED ROOF STRUCTURE METAL SOFFIT ANEL, BEYOND PRE -CAST CONC. BANDING ME MEME FY LOW ROOF BEHIND PARAPET OVERFLOW SCUPPER ALUMINUM LOUVER ATTACHED TO MULLION REVEAL, TYP. ♦ ALUMINUM CURTAIN . SHADED AREA INDICATES LAR3E MISSILE IMPACT GLAZING SPANDREL r_BRICK EMBEDDED CONCRETE TILT PANEL �ww----------�. --wwwwwwwwwwwww wwwwww www---wwwwww��wwwwwwwwwww-_ wwwwww_ -_-w-w..------w-------wwwwwwwww"j� \ � wwwwwwww.-w --_Y_Y_-___YY__YY____________wwwww•--_Y_YYY ---ww--wwwwwwwwwwwwwl�wwwww---w--w • =_wwww w� -w� _�--w-iww-r�w�__Y____ • ��wwwww ---wwwwwwwwwwww�w��wwwwwww wwwwwwwwww_w_wwwww=�..wwwwwww -� --www �--- ----- rww ----- .rw ______ 1 rr=— ��.-- Reeves wwwww__ __ o--------w-w-�_ii_Y•i w. --r---r •Reeves,♦ . • ♦ ♦ -ww iiw irirrrwwww--�3-�i� wwwww --_w--�_1ii�s wwwww�f{m�� -----ter-_-_w_w_s.�a•-w----- _ �wwwwwwww_---wwww _-_wwwwww-���� wwwwww_www� wlwwww � wlwwwwww-�----•Knowles333 N, Ave. www -w _ r • - • • • 32789 wwwwwww wwwww- --_ •w _-..-.��-�..�..�. - wwwwww w �i . • 0 • 1518 Hendry Street • Myers, -••• 239-461-3944 �iwww �wwww---www ____ _-- - --- �-- ----_---'�--•_____-_ wwwwwwww----iiwwY ww=wiwiwi ----•Corporate No. AACOOW7 -- ___--= -- ---------- i:�irwwww ��I www�Yw�wwww ----------- I LU ................................................................................................................................. ............................... .------------------------------------------------------------------------------------------ LU D -------------------- .... ...... ............................................................................................ ------------------------ ---------- .... -- z � I ------------------------------------------------------------- .................................................. ... L...........................- w I _S111; ---------I - ----- --------- I ------------------------- ----------------------------- � I e I � I L---------------- --- TEXTURED COATING PERFORATED METAL, CONCRETE TILT PANEL CANTILEVERED SLIDE GATE ATTACHED TO TILT WALL E WEST ELEVATION SCALE: 3/16' -1'-0' M Pae �a 01 G KEY Sanford Public Safety Complex ............................ C9 -------------------------------------------------------------------- / \ ................. ... _---_---------------- -- _------------- -----_--- -------- --------...--------------- - --------------------------------------------- ------ ----_------- - ALUMINUM CURTAIN WALL WITH L TE URED COATING CONCRETE LARGE MISSILE IMPACT GLAZING TIL PANEL CANOPY W/ EXPOSED STRUCTURE AND MULTI WALL POLYCARBONATE 'SKYLIGHT' BASIS OF DESIGN, CPI WEST ELEVATION SCALE= 3/16' -1'-0' I 0 G City of Sanford, Florida Design Development 100% HOLLOW METAL DOOR Architect hereby e)pressly reserves common law copyright and oti property rights in these drawings. TN drawings shall not be reproduc without written permission and cons( of the architect, nor are they to H assigned to any party without 1 obtaining written permission and cone S• reviews - - - - • t eet tthe EXTERIOR ELEVATIONS - _ - • Scde. 3/16' = T --Cr • drawn DEB • checked AR K • approved AR • date, T>-17-08 • project no. 720-04 • Sheet A -202a ix x. X. ------------ ...._........................................................... . ........ ._... LLI ------------ '-------------- ,. w ' ._: -----------------____-________.._..............._......------------..._..------...._.. ...__n!. ..........__.___ LU ::::::: :<: ................................ _ X. LU =-=--- -------------------------------------------------------- --------------------_--_ ........ t e PERFORATED METAL, CANTILEVERED SLIDE GATE ATTACHED TO TILT WALL ............................ C9 -------------------------------------------------------------------- / \ ................. ... _---_---------------- -- _------------- -----_--- -------- --------...--------------- - --------------------------------------------- ------ ----_------- - ALUMINUM CURTAIN WALL WITH L TE URED COATING CONCRETE LARGE MISSILE IMPACT GLAZING TIL PANEL CANOPY W/ EXPOSED STRUCTURE AND MULTI WALL POLYCARBONATE 'SKYLIGHT' BASIS OF DESIGN, CPI WEST ELEVATION SCALE= 3/16' -1'-0' I 0 G City of Sanford, Florida Design Development 100% HOLLOW METAL DOOR Architect hereby e)pressly reserves common law copyright and oti property rights in these drawings. TN drawings shall not be reproduc without written permission and cons( of the architect, nor are they to H assigned to any party without 1 obtaining written permission and cone S• reviews - - - - • t eet tthe EXTERIOR ELEVATIONS - _ - • Scde. 3/16' = T --Cr • drawn DEB • checked AR K • approved AR • date, T>-17-08 • project no. 720-04 • Sheet A -202a 2 3 G.' 5 D VA 0 E 10 12 13 H I J K L M N 7 O 14 15 WEST ELEVATION SCALE: 3/16' - T-0' /0 C E I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AIA. 333 N. Knowles Ave. Wnter Pcrk Rorida 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 Corporate Regstrahon No. AACOOT197 7 A F JSanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other property rights in these drawings, These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without fist obtaining written permission and consent. J Isheer title EXTERIOR ELEVATION • scde. 3/16' - T -a • down DEB • checked LAR K • approved BAR • date, 1F17-08 • project M. 720-04 9 shet A -202b 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 T 0.2 ALUMINUM CURTAIN WALL WITH LARGE MISSILE IMPACT GLAZING SHADED AREA INDICATES SPANDREL GLAZING EI TEXTURED COAT CONCRETE TILT PANEL, BEY D 5 CONCRETE TILT PANEL, 5EYalD 101 ;:;1111111:1611111 M 12611ii:26: EMM OVERHEAD COILING GRILLE, BEYOND CANOPY STRUCTURE ATTACHED TO TILT WALL BOTH SIDES 4 A CON( STANDING SEAM METAL ROOF ALUMINUM CURTAIN WALL WITH LARGE MISSILE IMPACT GLAZING INSULATED METAL I DANEL OVER LT. GA. STRUCTURAL FRAMING o CURTAIN WALL PRE -CAST Ca L CONCRETE SILL I REVEAL, TYP. TEXTURED COATING PANEL TYP. CONCRETE TILT PANEL ALUMINUM CURTAIN WALL ALUMINUM LOUVERS ATTACHED ALUMINUM LOUVER TO EXPOSED ROOF STRUCUTURE ATTACHED TO MULLION METAL CANOPY ENGRA D SIGNAGE SANFORD FIREiD I �....................... _ --------------- .....--.....------. Ci ll.l z _0 N d L 0 N d L EI TEXTURED COAT CONCRETE TILT PANEL, BEY D 5 CONCRETE TILT PANEL, 5EYalD 101 ;:;1111111:1611111 M 12611ii:26: EMM OVERHEAD COILING GRILLE, BEYOND CANOPY STRUCTURE ATTACHED TO TILT WALL BOTH SIDES 4 A CON( STANDING SEAM METAL ROOF ALUMINUM CURTAIN WALL WITH LARGE MISSILE IMPACT GLAZING INSULATED METAL I DANEL OVER LT. GA. STRUCTURAL FRAMING o CURTAIN WALL PRE -CAST Ca L CONCRETE SILL I REVEAL, TYP. TEXTURED COATING PANEL TYP. CONCRETE TILT PANEL ALUMINUM CURTAIN WALL ALUMINUM LOUVERS ATTACHED ALUMINUM LOUVER TO EXPOSED ROOF STRUCUTURE ATTACHED TO MULLION METAL CANOPY ENGRA D SIGNAGE SANFORD FIREiD I �....................... _ --------------- .....--.....------. / G2 z ow NORTH ELEVATION, SCALE: 3/16' - T-0' STANDING SEAM METAL ROOF EXPOSED ROOF STRUCTUI LU / C2 C2 Q LU 61 \ VERTICAL BI -FOLDING CLEAR TEMPERED GLAZING CRETE SILL GARAGE DOOR - BAS OF DESIGN - SCHWEISS TEXTURE YP. CONCRETE PANEL ALUMINUM CURTAIN WALL WITH LARGE MISSILE IMPACT GLAZING PRE -CAST CONC. COPING SHADED AREA INDICATES SPANDREL GLAZING CONC. TILT PANEL INSULATED METAL PANEL OVER LT. GA. STRUCTURAL FRAMING * CURTAIN WALL ALUMINUM CURTAIN WALL WITH LARGE MISSILE IMPACT GLAZING CANOPY BEYOND NORTH ELEVATION. SCALE: 3/16' - T-0' E A C_B �C F Sanford Public Safety Complex (31 City of Sanford, Florida Design Development - 100 Architect hereby e)pressly reserves his common law copyright and other property rights in these drawings, These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without fist obtaining written permission and consent. J • Sheet title EXTERIOR ELEVATIONS • socle. 3/16 - T -O' • circ wR DEB • checked m K • cIpproved IAR • date. TH17-08 • project no, 720-04 • sheet A -202e 1 J 2 3 4 5 6 7 a LU LU CONC. TILT PANEL * ELEVATOR BEYOND 1 -NI -.3G 1 110011_)= I 1 STANDING SEAM METAL Mir= RCYrwn ALUMINUM LOUVER ATTACHED TO MULLION ALUMINUM CURTAIN WALL EAST ELEVATION :22 SCALE: 3/16' -1'-0' H G F.1 F E D.1 D PRE -CAST CONC. COPING PRE -CAST CONIC. 5ANDIWG ALUMINUM LOUVER ATTACHED TO MULLION Mq" TLT rka /F A A 101 LSX, Reeves V, F.A.I.A. Kevin Ratigan, AIA, Ian A Reeves, Assoc. AIA, 333 N, Knowles Ave. Wnter Pak Rondo 32789 (407) 647-F06 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No, AgC00»97 I A B� C MY FISanford Public Safety Complex REVEAL, TYP. LIGHT GAUGE METAL MANUAL BLAST PANEL K • d�eCkedl IAR OVERHEAD COILING DOOR approved m • date, >n -n-08 • project no, 720-04 K*02 EAST ELEVATION V-202dj SCALE: 3/16' -1'-0' sheet A -202d 1 2 3 4 5 0 7 0 9 10 12 13 14 15 O N M L K J I H STAINLESS STEEL COPING BRICK EMBEDDED CONCRETE TILT PANEL A P \C �� �e � B I ArChte&S Cnd ptrMS I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. l n A Reeves, Assoc, AIA, 333 N. Knowles Ave. Wnter Park Honda 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Rorlda 33901 239-461-3944 Corporate Registration No. AACOOW7 C C E n A �B5 C F JSanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby e)pressly, reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be HI assigned to rt without fist � any party obtaining written permission and consent. • revbm ' I . $lE2t tM2 EXTERIOR ELEVATION • sc- e, 3/16' = T-0" dcmn C6 • checked IAR K • C PXOVed IAR • date, TI -17.08 • project no. 720-04 0 teet A -202e i ... _ . L . i STAINLESS STEEL COPING SIDE OF CONC. TILT PANEL 1:. BETWEEN EACH BAY .. ! I I ; :.....::; .....................................; ... . ! ...:.. ._ ... I . — — -- — i Tel _ - - --- I ----- --- __ - - _ ! - -- ' HOLLOW METAL DO TEXTURED COATING CONCRETE OVERHEAD COILING DOOR TILT PANEL 1 EAST ELEVATION -202e SCALE: 3/16" -1'-0- A P \C �� �e � B I ArChte&S Cnd ptrMS I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. l n A Reeves, Assoc, AIA, 333 N. Knowles Ave. Wnter Park Honda 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Rorlda 33901 239-461-3944 Corporate Registration No. AACOOW7 C C E n A �B5 C F JSanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby e)pressly, reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be HI assigned to rt without fist � any party obtaining written permission and consent. • revbm ' I . $lE2t tM2 EXTERIOR ELEVATION • sc- e, 3/16' = T-0" dcmn C6 • checked IAR K • C PXOVed IAR • date, TI -17.08 • project no. 720-04 0 teet A -202e 2 3 4 5 7 8 8 I. 10 12 13 14 SOUTH ELEVATION -202f % SCALE: 3/16' -1'-0' I - A&t --I- -W I, 0.1 15 ALUMINUM LOUVERS ATTACHED TO EXPOSED ROOF STRUCUTURE, BEYOND ALUMINUM CURTAIN WALL WITH LARGE MISSILE IMPACT GLAZING, BEYOND STANDING SEAM METAL ROOF, BEYOND BRICK EMBEDDED �— CONCRETE TILT PANEL BRICK EMBEDDED CONCRETE TILT PANEL TAKE LOUVER ................................................................ ................................................................. z1 SOUTH ELEVATION A-102 SCALE- aM'-T-0' A It X I.S.K. Reeves V, F.A1.A. Kevin Ratigan, AI,A. Ian A Reeves, Assoc AIA. 333 N. Knowles Ave, Wnter Park Randa 32789 (401) 647-F06 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Regstratbn No. AACOOTI97 E] A _F --F F JSanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressy reserves his comrnon law copyright and other property rights in these drawnga These drawngs shall not be reproduced without written permission and coruent H of the architect, nor are they to be assigned to any party \Mthout fist obtaining written permission and consent J I • Sf1E2} 1fIlE EXTERIOR ELEVATION • SCCIe. 3/16' = T --O' • CJ'aWr1 DB • checked IAR K • CippI'OVed M . date, T -n-08 • project no. 720-04 . sheet Q -202f 1 2 3 5 6 7 8 9 10 12 EL. 145'-0" T.O. TILT PANEL OML EL. 135'-4" TOP OF PARAPET" oL EL. 116' -0" TOP OF 2ND - FLOOR SLAB EL. 100'-0' TOP OF SLAB oL EL. 145'-0" T.O. TILT PANEL EL Y TOP OF PARAPET ot EL, 1321-011 TOP OF STEEL OLEL. �1161-0" Y TOP OF 2ND - FLOOR SLAB oL EL. 1001-0" TOP OF SLAB cc 1 0.2 � 2 3 4 MODIFIED BITUMEN ROOFING STANDING SEAM METAL ON RIGID INSULATION OVER ROOF ON RIGID INSULATION - PRE -CAST CONIC. C PING - - - STRUCTURAL CONCRETE ON OVER STEEL STRUCTURAL ALUMINUM IMPACT RE 15TANT METAL ROOF DECK CURTAIN WALL SY5TE1�1 ALUMINUM 5TOREPRO14T WITH 3 4 �? LARGE MISSILE IMPA T GLAZING ASI A-= CONCRETE TILT PANEL - �\ Nib 0.2 PRE -CAST CONC. COPING CONCRETE TILT PANEL — OVER HEAD COILING GRILLE CONCRETE SLAB ON VAPOR BARRIER CEILING LINE -� 61 'RAILING CEILING LINE .... ....... - ------------- II m 13 COILING GRILLE BUILDING SECTION A-301 SCALE: 1/16" - T-0" - - - ---- LARGE MISSILE IMPACT GLAZING - - - STANDING SEAM METAL ROOF PRE -CAST COPING 14 A-= — ENGRAVED SIGNAGE CONCRETE TILT PANEL ALUMINUM STOREFRONT WITH LARGE MISSILE IMPACT GLAZING acs %a i :- 0 { ..% ',. -- -- - ------- - - - -- I - � I ---- -- - GONG. TILT PANEL ........... -- �— r— ALUMINUM CURTAIN WALL WITH I - LARGE MISSILE IMPACT GLAZING 1 i ........................1............................. - _ - JI LTJ INSULATED ME AL WALL PANEL i LARGE MISSILE IMPACT GLAZING 1 2 �33] 4 5 �7 MODIFIED BITUMEN ROOFING ROODON RIGAD INSULATION -� ON RIGID INSULATION OVER BUILDING SECTION SCALE: 1/16" =1'-0" 8 LARD MISSILE IMPACT GLAZING STAN ING SEAM METAL ROOF PRE-tAST COPING BUILDING SECTION SCALE: 1/16" = T-0" 9 1 ALUMINUM STOREFRONT WITH //— LARGE MISSILE IMPACT GLAZING GLAZED ALUMINUM CURTAIN WALL TEXTURE IN CONCRETE TILT PANEL SPANDREL GLASS, TYPICAL A 1.1 70 L F J 2 C� Architects and Flanders I,SX, Reeves V, FAIR, Kevin Ratigan, A,I,A. Ian A. Reeves, Assoc. AIA 333 N, Knowles Ave, Winter Pcrk Florida 32789 (407) 647-F06 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Regstration Na AACOOT197 I - Iti. li A l _ -- _ B L' C KEY PLAN Sanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining wrlttcn permission and consent. • revisions • sheet title BUILDING SECTIONS • scale 1/16' = T-0° • drawn DFB • checked AR • approved TAR • date 11-17-08 • proiect no, 720-04 • sheet A-301 2 3 4 5 6 I 8 9 10 11 12 13 14 15 sL EL. 1451-0' - T.O. TILT PANEL OIL EL. 1321-0" TOP OF STEEL EL. 116'-0" TOP OF 2ND. FLOOR SLAB oc EL. 100'-0' TOP OF SLAB D.1 �E E2 F F.1 G H I J K L M N 0 MODIFIED BITUMEN ROOFING ALUMINU CURTAIN WALL WITH ON RIGID INSULATION OVER LARGE ISSILE IMPACT GLAZING A :. 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I I _ CEILING LIN -- - - - ' : EL.100'-0" KITCHEN TOP OF SLAB EQUIPMENT --J 1 4' - REF. TO OVER HEAD INTERIOR DESI G COILING DOOR � _BUILDING. SECTION -3.02% SCALE: 3/32° = 1'-0A 1 (4� C7 8 9 MODIFIED BITUMEN ROOFING STANDING SEAM MEITALTI^AI BUILDING SECTION SCALE: 3/32" = 1'-0" D F l r I A -B - C I KEY PLAN Sanford Public Safety Complex G City of Sanford, Florida IDesign Development - I 100% • revisions J sheet title BUILDING SECTIONS • scale. 3/32" = T -O" • drawn. DL13 • checked, IAR K • approved, IAR • date, 11-17-08 • project no, 720-04 • sheet A-3.02 Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned i o any party wi l hou l firs I obtaining written permission and consent. • revisions J sheet title BUILDING SECTIONS • scale. 3/32" = T -O" • drawn. 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BAND 1 t EL. 124'-2" TOP OF PARAPET tr N k8 ,@ '.4i$`•$' R:E'•S.?8'$' £,'.:';.$.;2,� '88.8$ ?'�$ . c#8�; �B,rA'o-'&4'a$r �8 sC<�'8£a�r2•f���' trf •�:5.....Li'l,#:#•#?.##i'iL:2#�'':i�:... . • :� . •# P E D _ w Ziar. ,. .......................:..::::::::.:............... i •} �. Foo SA L R B •iii::::,'.; ,....#.� •�...�#s...,.#'..��.�:.�:.#. L -- �'<ie#?i{C"?i?if?':r <ff4f .. •oA:¢. p —i- 2 i.;..i..i":• ,;:;;{rk<<.: ..,. .,.: �,,�, �,.�_,',;,:: � GONG N 4„ EL. Imo' -m" I I TOP OF SLAB BUILDING SECTION SCALE: 3/32" - T-0" A G\ P'�\q�\ �& Oe I3 Architects and Planners I,S,K, Reeves V, FA.IA. Kevin Ratigan, AIA. Irn A Reeves, Assoc. AIA. 333 N, Knowles Ave, Winter Perk, Florida 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 Corporate Regstration Na AAC001197 Is' 1) E i A - B KEY PLAN Sanford Public Safety Complex City of Sanford, Florida IDesign Development - I 100% �J ALUMIN CURTAIN WALL IUITN expressly LARGE I551LE IMPACT GLAZING BRICK ME55 law CONCRgTE TILT PANEL and other - PRE -C T GONG. COPING property GONCTE TILT PANEL these drawings, MODIFIE BITUMEN ROOFING ON RIGID INSULATION OVER shall 5TRUGT RAL CONCRETE ON reproduced METAL OOF DECK iT without �— ExNAu LOUVER YON L VER BE D and consent K �L �M �1 0 PRE -CAST CONC. COPING BRICK EMBEDDED CONCRETE TILT PANEL EL. 135'-4" - - - F A A T I I roP o P R PE N , � PR -CAST GONG. BAND 1 t EL. 124'-2" TOP OF PARAPET tr N k8 ,@ '.4i$`•$' R:E'•S.?8'$' £,'.:';.$.;2,� '88.8$ ?'�$ . c#8�; �B,rA'o-'&4'a$r �8 sC<�'8£a�r2•f���' trf •�:5.....Li'l,#:#•#?.##i'iL:2#�'':i�:... . • :� . •# P E D _ w Ziar. ,. .......................:..::::::::.:............... i •} �. Foo SA L R B •iii::::,'.; ,....#.� •�...�#s...,.#'..��.�:.�:.#. L -- �'<ie#?i{C"?i?if?':r <ff4f .. •oA:¢. p —i- 2 i.;..i..i":• ,;:;;{rk<<.: ..,. .,.: �,,�, �,.�_,',;,:: � GONG N 4„ EL. Imo' -m" I I TOP OF SLAB BUILDING SECTION SCALE: 3/32" - T-0" A G\ P'�\q�\ �& Oe I3 Architects and Planners I,S,K, Reeves V, FA.IA. Kevin Ratigan, AIA. Irn A Reeves, Assoc. AIA. 333 N, Knowles Ave, Winter Perk, Florida 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 Corporate Regstration Na AAC001197 Is' 1) E i A - B KEY PLAN Sanford Public Safety Complex City of Sanford, Florida IDesign Development - I 100% • revisions J sheet title BUILDING SECTIONS • scale, 3/32' = T 0' • drawn. DEB • checked. IAR K • approved, IAR • dates 11-17-08 • project no, 720-04 • sheet A-3.03 Architect hereby expressly reserves his common law copyright and other property rights in these drawings, these drawings shall not be reproduced without written permission and consent of the orch�lccl, nor are they Io be H assigned to any party without first obtaining written permission and consent. • revisions J sheet title BUILDING SECTIONS • scale, 3/32' = T 0' • drawn. DEB • checked. IAR K • approved, IAR • dates 11-17-08 • project no, 720-04 • sheet A-3.03 PRE -CAST CONC. COf F EL. 135'-4' TOP OF PARAPET TILT UP CONCRETE WALL PANEL REF. TO STRUCTURAL DRAWINGS EL. 132'-0' TOP OF STEEL EL. 130'-0' TOP OF WINDOW ALUMINUM -CURTAIN- WA SYSTEM WITH LARGE MISSILE IMPACT GLAZ ............................. ............................. PRE -CAST CONC. ............................. EL. 120-0' TOP OF WINDOW SILL EL. 116'-0' _ TOP OF 2ND FLOOR SLAB EL. 100'-0' TOP OF SLAB 2 3 MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER STRUCTURAL CONCRETE ON METAL ROOF DECK 4 STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS CEILING SYSTEM AS PER CEILING PLAN WINDOW SILL 1' AIR GAP TYPICAL 1-1/2' RIGID BOARD INSULATION OVER I' FURRING CHANNEL TYPICAL GYPSUM WALLBOARD CONCRETE COMPOSITE DECK REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS 5 EL. 141'4' TOP OF STEEL STRUCTURAL SYSTM t0 STRUCTURAL ENGI�R#FER ER' DRAWINGS FOR DETAILS EL. 135'-4' gL_ TOP OF PARAPr ON RIGID INSULATION OVER BEYOND ALUMINUM CURTAI 4 WA L —� SYSTEM WITH LAS SE MISSILE IMPACT LAZ EL. 132'4' OL STRUCTURAL SYSTEM REFER TO TOP OF STEEL STRUCTURAL SYST M RIPER TO STRUCTURAL ENGI ER' DRAWINGS FOR DETAILS FOR DETAILS ALUMINUM CURTAI SYSTEM WITH LAF MISSILE IMPACT STANDING SEAM I IETAL ROOF EL. 120-0' TOP OF WINDOW SILL CONCRETE COMP SI' REFER TO STRUCT R< DRAWINGS FORD TA EL. 116'-0' OIL TOP OF 2ND FLOOR SLAB TILT UP CONCRE E WALL PANEL REF. TO STRUCTUf ZAI DRAWINGS v EL. 112'-B' oL TOP OF STEEL S CEILING SYSTEM AS PER CEILING STRUCTURAL SYSTEM REFER TO PLAN STRUCTURAL EWjI*ER5 DRAWINGS FOR DETAILS 1' AIR GAP TYPICAL EL. 110'-0' _ 1-1/2' RIGID BOARD INSULATION BOTTOM OF OVER I' FURRING CHANNEL TYPICAL TILT UP PANEL o — GYPSUM WALLBOARD BASE AS SCHEDULED FOR DETAILS OF FLOOR FINISH REFER TO SCHEDULE CONCRETE SLAB ON GRADE ON COMPACTED AND TREATED BACKFILL FLUID APPLIED WATER -PROOFING AT ALL BELOW GRADE WALL SURFACES TYPICAL VAPOR BARRIER CONCRETE FOOTING SEE STRUCTURAL DRAWINGS FOR DETAILS CEILING SYSTEM AS PER CEILING - PLAN MODIFIED 51TUME q RC OFIN6 ON RIGID INSULA ION VER STRUCTURAL c REE ON METAL ROOF DE CONCRETE SLAB ON COMPACTED TREATED BACKFI 7 e °4 d EL. ]W' - TOP OF SLAB A 4° d d < -ill hi I WALL SECTION WALL SECTION 1 2 3.5y - SCALE: 1/2' -1'-0' \A -3.5y SCALE: 1/2' -1'-0' 7 8 9 10 11 12 13 14 EL. 135'-4' TOP OF PARAPET MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER STRUCTURAL CONCRETE ON METAL ROOF DECK d ° STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS d ° FOR DETAILS ° dd TILT UP CONCRETE WALL PANEL REF. TO STRUCTURAL DRAWINGS ALUMINUM CURTAIN WALL 4 SYSTEM WITH LARGE RAILING BY STAIR MISSILE IMPACT GLAZING MANUFACTURER 4° k�� < LANDING BY STAIR MANUFACTURER I ° EL. 116'-0' oL TOP OF 2ND 4 ° FLOOR SLAB °+ 4 d RAILING BY STAIR MANUFACTURER d °a A INTERMEDIATE LANDING BY STAIR MANUFACTURER ........... _»..___ 4 . a 4 v° 4 FOR DETAILS OF FLOOR FINISH REFER TO SCHEDULE CONCRETE SLAB ON GRADE ON COMPACTED AND TREATED BACKFILL EL. 100-0' oL TOP OF SLAB 44 VAPOR BARRIER _ J VAPOR BARRIER — _ CONCRETE FOOTING SEE FLUID APPLIED WATER -PROOFING — - STRUCTURAL DRAWINGS FOR DETAILS AT ALL BELOW GRADE WALL — °4 ' � e r— -- — SURFACES TYPICAL _ ° _ - CONCRETE FOOTING SEEi—iii-_--- STRUCTURAL DRAWINGS FOR DETAILS 1 WALL SECTION SCALE: 1/2' -1'-0' 15 MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER STRUCTURAL CONCRETE ON METAL ROOF DECK STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS 'AIR GAP TYPICAL 1-1/2' RIGID BOARD INSULATION OVER I' FURRING CHANNEL TYPICAL GYPSUM WALLBOARD CONCRETE COMPOSITE DECK REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS CEILING SYSTEM AS PER CEILING PLAN 1' AIR GAP TYPICAL 1-1/2' RIGID BOARD INSULATION OVER 1' FURRING CHANNEL TYPICAL GYPSUM WALLBOARD BASE AS SCHEDULED FOR DETAILS OF FLOOR FINISH REFER TO SCHEDULE CONCRETE SLAB ON GRADE ON COMPACTED AND TREATED BACKFILL ;1 WALL SECTION SCALE=1/2' -1'-0' A G� Qe B Archtects cnd Pdms I.S.K. Reeves V, F,A,I,A. Kevin Ratigan, A.I.A. Ian A. Reeves, Assoc, AlA 333 (N Knowles Ave. Wnter Pais Florida 32789 (407) 641-1706 1518 Hench Street Ft. Myers, Panda 33901 239-461-3944 Corporate Registration No. AACOOT197 C E n— A r7 B I�J xoca.ed F Sanford Public Safety Complex G City of Sanford, Florida Design Development 100% Architect hereby expresdy reserves his common law copyright and other Property rights In these drawings. These drawings shat not be reproduced wiff)o at written permission and consent of the architect, nor are they to be H assigned to any party without fist obtaining written permission and consent, � Isheet fillE WALL SECTIONS • sccie. 1/2' = T -O' • (tc wn IN • checked IAR K • goprOved IAR • cyte, T>-v_e • proiecr no. 720-04 . tee+ A-3.51 1 2 3 4 5 STANDING SEAM METAL ROOF STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWING FOR DETAILS I' AIR GAP TYPICAL 5/8' GYPSUM WALL BOARD ON 1-1/2 RIGID BOARD INSULATION OVER I' FURRING CHANNEL TYPICAL 3 STANDING SEAM METAL ROOF a a TILT UP CONCRETE ALUMINUM FASCIA WALL PANEL REF. t0 STRUCTURAL DRAWINGS - - EL. 132'-0' I HEAD OF WINDOW STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWI FOR DETAILS CEILING SYSTEM AS PER CEILING PLAN RAILING CONCRETE COMPOSITE DECK REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWI FOR DETAILS 0 0 CEILING SYSTEM PER CEILING PLAN TILT UP CONCRETE ' WALL PANEL REF. TO STRUCTURAL DRAWIWG5 i3— - 1' AIR GAP TYPICAL 5/8' GYPSUM WALL BOARD ON 1-1/2 i RIGID BOARD INSULATION OVER 1' FURRING CHANNEL TYPICAL ' �r WINDOW SILL ....................................... BASE AS SCHEDULE FOR DETAILS OF FLOOR FINISH— REFER TO SCHEDULE CONCRETE SLAB ON G \ ON COMPACTED AND TREATED BACKFILL 4 SIM a a VAPOR BARRIER CONCRETE FOOTING SEE STRUCTURAL DRAWINGS ° — FOR DETAILS e - i -N\ WALL SECTION_ \A-3.531 SCALE: 1/2' -1'-0' ALUMINUM CURTAIN WALL SYSTEM WITH LARGE e MISSILE IMPACT GLAZING EL. 116'-0' TOP OF 2ND FLOOR SLAB EL. 114'-8' TOP OF PARAPET BEYOND INSULATED METAL WALL PANEL EL. 109'-0' HEAD OF WINDOW PRE -CAST CONC. SILL EL. 101'4' WINDOW SILL EL. 100-0' TOP OF SLAB 0 G� 7 9 10 n WALL SECTION SCALE: 1/2' -1'-0' 11 MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER STRUCTURAL CONCRETE ON METAL ROOF DECK STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS THROUGH WALL LOUVER REF. TO MECHANICAL OVER HEAD COILING DOOR TILT UP CONCRETE WALL PANEL REF. TO STRUCTURAL DRAWINGS TRENCH DRAIN CONCRETE SLAB ON GRADE ON COMPACTED AND TREATED BACKFILL VAPOR BARRIER CONCRETE FOOTING SEE STRUCTURAL DRAWINGS FOR DETAILS 12 13 14 15 PRE -CAST CONC. COPIWG MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER STRUCTURAL CONCRETE ON METAL ROOF DECK STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS CEILING SYSTEM S PER CEILING PLAN TILT UP CONCRETE WALL PANEL REF. TO STRUCTURAL DRAWINGS 1' AIR GAP TYPICAL 5/8' GYPSUM WALL BOARD ON 1-1/2' RIGID BOARD INSULATION OVER 1' FURRING CHANNEL TYPICAL PRE -CAST CONC. BAND CONCRETE COMPOSITE DECK REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS CEILING SYSTEM S PER CEILING PLAN 1' AIR GAP TYPICAL 5/8' GYPSUM WALL BOARD ON 1-1/2' RIGID BOARD INSULATION OVER I' FURRING CHANNEL TYPICAL BASE AS SCHEDULED FOR DETAILS OF FLOOR FINISH REFER TO SCHEDULE CONCRETE SLAB ON GRADE ON COMPACTED AND TREATED BACKFILL 1 WALL SECTION SCALE: 1/2' -1'-0' A Oe � B AfChteCtS and PIC> T fS I.S.K. Reeves V, F,A.IA. Kevin Ratigan, A.I.A, Ian A Reeves, Assoc. AIA 333 N Knowles Ave. Wnter Pais, Florida 32789 (407) 647-1706 1518 Henry Street Ft. Myers, Fonda 33901 239-461-3944 Corporate Registration No. AACOOT197 C X Ej 1:7- A �1 F Sanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other property rights n these drawings. These drawings shd not be reproduced without written permission and consent of the achitect, nor ae they to be H assigned to any paty without first obtaining written permission and consent, M011rC`'Alil�ti ' I . 91C2t ME WALL SECTIONS • scde, 1/2' = 7-O' • dcwR w • Checked IAR K • CpprOVed AR • dates TI -17-08 • project no. 720-04 . steer A-3.52 PRE -CAST CONC. EL. 124'-2' oL TOP OF PARAPET WALL LOUVER REF. TO MECHANICAL 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TILT UP CONCRETE WALL PANEL REF. TO STRUCTURAL° DRAWINGS SAW -CUT REGRET ° MODIFIED BITUMEN FOOR ° ON RIGID INSULATION OVER STRUCTURAL CONCRETE ONJL METAL ROOF DECK ° EXHAUST 1 SYSTEM ° n REF. TO STRUCTURAL SYSTEM J REFER TO STRUCTU < ° I TILT UP CONCRETE WALL PANEL REF. TO STRUCTURALa DRAWINGS DUCT REF. TO MECH. e I Q< CONCRETE SLAB ON GRADE ON COMPACTED AND TREATED BACKFILL EL. 100'-0' gL TOP OF SLAB ° III1 I I —_I 1 1-- a I 1 11 I I-1 I I -1_ I I 1 I I1 11=III— - n n —' 1111111 i— I 1 WALL SECTION SCALE: 1/2' -1'-0' SAW -CUT REGRET / MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER STRUCTURAL CONCRETE ON METAL ROOF DECK STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS TILT UP CONCRETE / WALL PANEL / REF. TO STRUCTURAL DRAWINGS 5 o a' n 1 e >o G - - TILT UP CONCRETE WALL PANEL REF. TO STRUCTURAL° DRAWINGS SAW -CUT REGRET ° MODIFIED BITUMEN FOOR ° ON RIGID INSULATION OVER STRUCTURAL CONCRETE ONJL METAL ROOF DECK ° EXHAUST 1 SYSTEM ° n REF. TO STRUCTURAL SYSTEM J REFER TO STRUCTU < ° I TILT UP CONCRETE WALL PANEL REF. TO STRUCTURALa DRAWINGS DUCT REF. TO MECH. e I Q< CONCRETE SLAB ON GRADE ON COMPACTED AND TREATED BACKFILL EL. 100'-0' gL TOP OF SLAB ° III1 I I —_I 1 1-- a I 1 11 I I-1 I I -1_ I I 1 I I1 11=III— - n n —' 1111111 i— I 1 WALL SECTION SCALE: 1/2' -1'-0' SAW -CUT REGRET / MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER STRUCTURAL CONCRETE ON METAL ROOF DECK STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS TILT UP CONCRETE / WALL PANEL / REF. TO STRUCTURAL DRAWINGS 5 o P 1 e >o 4 G STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS TILT UP CONCRETE WALL PANEL REF. TO STRUCTURAL DRAWINGS EL. 132'-0' HEAD OF Wf ALUMINUM CURTAIN WALL SYSTEM WITH LARGE MISSILE IMPACT GLAZING PRE -CAST GONG. SILL MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER STRUCTURAL CONCRETE ON METAL ROOF DECK EL, TOP OF 2ND FLOOR SLAB STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS I' AIR GAP TYPICAL 5/S' GYPSUM WALL BOARD ON 1-1/2' RIGID BOARD INSULATION OVER I' FURRING CHANNEL TYPICAL d­� EL. 109'-0' HEAD OF STOREFRONT IVER ALUMINUM CURTAIN WALL / ENTRY SYSTEM WITH LARGE TO MECHANICAL MISSILE IMPACT GLAZING FOR DETAILS OF FLOOR FINISH REFER TO SCHEDULE CONCRETE SLAB ON GRADE ON COMPACTED AND TREATED BACKFILL EL. 100'-0' TOP OF SLAB WALL SECTION SCALE: 1/2' -1'-0' 1 WALL SECTION SCALE 1/2' -1'-0' STANDING SEAM METAL ROOF STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS OIL EL. 132'-0' HEAD OF WINDOW ALUMINUM FASCIA INSULATION ALUMINUM CURTAIN WALL SYSTEM WITH LARGE MISSILE IMPACT GLAZING 6' 1(Pga METAL STUDS a 16' O.C. EXTERIOR SHEATING INSULATED METAL WALL PANEL CONCRETE COMPOSITE DECK REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS OIL EL. 116'4' TOP OF 2ND FLOOR SLAB STRUCTURAL SYSTEM REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS INSULATED METAL WALL PANEL A c D Ard tests and PSC! ws I.S.K. Reeves V, F.A.I.A, Kevin Ratigan, A.I,A. Ian A Reeves, Assoc. AIA, 333 N Knowles Ave, Wnter Pais, Fonda 32789 (407) 647-1706 1518 Hendry Street Ft, Myers, Fonda 33901 239-461-3944 Corporate Registration No. AAC00TI97 E A B-, t— C Kocae FSanford Public Safety Complex City of Sanford, Florida Design Development 100% Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings sed not be reproduced witt)out written permission and consent of tee architect, nor are they to be H assigned to any party without first obtdnng written permission and consent. Is reVGM J IsheF,'f fiflE WALL SECTIONS • scC>le. 1/2° - T -O' • drCWR W • checked A? K • cIpprOVed m • dcite, 'n -V --C)8 • project no. 720-04 . 4-)eer A-3.53 SHOWER HEAD. REFER TO PLUMBING DRAWINGS, TYP. — FLOOR DRAIN (FD) d 2 3 SHOWER HEAD. REFER TO PLUMBING DRAWINGS, TYP. CREW RESTROOMS 1— 141/ 142/ 144/ 145_ 4 MEN'S RESTROOM/LOCKERS 1— 180 5 C.1 7 I SECURED INTERVIEW ROOMS( WOMEN'S RESTROOM/ LOCKERS 1-178A +B -4ID BCALE.1/4' - T-9 SCALE:1/4' - T-0' .1 1n RESTROOM 1— 171/ 172 -4.OV 80ALe.ur-ro RESTROOM 1— 105/ 106 14 1 r, KITCHEN RM 1-176 f RESTROOMS TOILET ACCESSORIES SCHEDULE Al PAPER TOWEL DISPENSER AND WASTE RECEPTACLE - A.10 SANITARY NAPKIN DISPOSAL, EQUAL TO BOBRICK 8-294 SURFACE MOUNTED, EQUAL TO BOBRICK 8-3909 All TOILET GRAB BAR, EQUAL TO B05RICK 8-6806 A.2 PAPER TOWEL DISPENSER SURFACE MOUNTED, EQUAL A.12 MOP/BROOM HOLDER, EQUAL TO BOBRICK 8-223 x 36' TO BOBRICK 8-262 A3 PAPER TOWEL WASTE RECEPTACLE SEMI RECESSED, EQUAL TO 505RICK 8-3644 A.13 SHOWER CURTAIN ROD, EQUAL TO 8-6101 W/ PLASTIC PAPER TOWEL DISPENSER SURFACE MOUNTED, EQUAL SHOWER CURTAIN, TYPICAL EACH SHOWER A4 TO B05RICK 8-2621 A.14 DOUBLE ROBE HOOK, EQUAL TO 8-612 A5 FRAMELESS MIRROR (SEE INTERIOR DRAWINGS FOR A 19 LOCKER ROOM BENCH-LAQUERED HARDWOOD BENCH 12'W X I'T X30'L, W/ TWO STANDARD GRAY PEDESTALS, WIDTH AND HEIGHT) Ab ADA TILT MIRROR, 18' x 30', SURFACE MOUNTED, EQUAL TO BOBRICK 8-293 BY BALLY BLOCK COMPANY, WWW. MABLEBLOCK.COM, Al SOAP DISPENSER, EQUAL TO BOBRICK B-132 SEE ENLARGED PLAN FOR LOCATION A.8 SURFACE MOUNTED SOAP DISH, EQUAL TO 50BRICK 416 FOLDING ADA. SHOWER SEAT REVERSIBLE, SOLID B-680 PHENOLIC - ADA. EQUAL TO 505RICK 8-9181 A.9 TOILET TISSUE DISPENSER, 505RICK 8-2888 All ADA. SHOWER BAR, EQUAL TO 505RICK 86861 16' X 30' V SHAPE A I« u IS.K. Reeves V, FAJ.A. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc, ALA. 333 Irl Knowles Ave. Whter Park Florida 32789 (407) 647-1706 1518 Hendry Street Ft, Myers, Fonda 33901 239-461-3944 Corporate Regstraf& No, AACOOT197 E 71 _ � - ---F' KEYB,Atl F Sanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent H of the architect, nor are they to be assigned to any party without frst obtaining written permission and consent. • revi(ons J Ie sheer title ENLARGED FLOOR PLANS • scales 1/4' = T -a • dc)Wrl KS • checked IAR K g0goVed W? • date, I1 -n-08 • project no. 720-04 9 ,-eet A-4.01 2 3 5 6 7 8 9 10 11 12 13 14 15 LAUNDRY 1-161 + DECON ROOM 1-162. SCALB 1/C -T-0' -n2 CORRIDOR 2-172 Ilk 5'-0' b' -1k le ' r ' -11 C �t EQ. EQ. 10u MEN 2-1"13 0 ut A5 WOMEN � 2-114 FLOOR DRAIN (FD) A 1 /-FD. 2'-8' MIN.% T 2'-8' MIN. 0 4 I/2'. � CLEAR OPENING k 5'-11/2' It Id b'-21/2' OPENING: FT2�y b Ab �n .11 9 61 9 u' �®0 8'-2' \ V-21/2' lgz:�/ -11 S.S. UTILITY SINK BLDG. MAINT. Z-115 0--�i RESTROOM 2-173/ 174 - .4 021 xueve-.a PROVIDE BLOCKING BEHIND WALL AS -� REQUIRED FOR FUTURE ADA BENCH, TYP. FLOOR —� DRAIN (FD) SHOWER HEAD. REFER TO PLUMBING: DRAWINGS, TYP. STOR. 2-111 2-111 1\ RESTROOM 2-116 A M. C 01 E tSK, Reeves V, F.A.IA. Kevin Ratigan, AJ.A. Ian A Reeves, Assoc, AIA, 333 N Knowles Ave. Whter Pak Raids 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 =a Talon KEY FILM FISanford Public I Safety Complex GICity of Sanford, Florida Design Development 100% Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent. � I sheer ti11e ENLARGED FLOOR PLAN • scde 1/4' • checked IAR K • approved IAR • date, n -v -o8 • project no. 720-04 • sheet A-4.02 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 i STAIR 4— 1-222 -am SCAM w -.a ELEVATOR1 + ELEVATOR EQUIPMENT 1-104 eco: VC - r -V i STAIR 3- 1-169 Ko -i STAIR 1— 1-117 -am A P� s�C ��. Qe ,� �o09 G B Architects cnd Flamers I.S,K. Reeves V, F.A,LA. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AIA 333 N Knowles Ave, Whter Pais Raida 32789 (401) 647-U06 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Reg&athn No. AAC001197 A IC F Sanford Public Safety Complex GICity of Sanford, Florida Design Development - 100 Architect hereby expressy reserves his corr�rr-on law copyright and other property rights in these drawings, These drawhgs shall not be reproduced wff)oLA written permission and consent of the architect, nor cre they to be H assigned to any party without frst obtaining written permmon and consent, J • Sheet title VERTICAL CIRCULATION PLANS • scale, 1/4' = T --O' • (tc wn KS • checked IAR K • gDgOVed WA • date, R-17-08 • project W 720-04 • sheet A-4.03 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I_1 Oe B Ar&#eCtS Crd ftMS IS.K, Reeves V, FAIA, Kevin Ratigan, A.I.A. Ian A Reeves, Assoc, AIA, 333 N Knowles Ave. Winter Pak, Paido 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Fonda 33901 239-461-3944 Corporate Registration No. AACOOT197 Le F Sanford Public Safety Complex City of Sanford, Florida Design Development 100% H IArchitect hereby expressly reserves his common law copyright and other property rights in these drawings These drawngs shill not be reproduced without written permission and consent of the architect, nor cre they to be assigned to any party without first obtaining written permission and consent • Sheet tl1'le WINDOW DETAILS . scale. V2• _ r -a• • dcmn W • &ecked IAR K • apprOVed M • date, 11-V-08 • project no, 720-04 • ieet A-5.01 5/8' GYPSUM WALLBOARD — BATT INSULATION AS PER GLAZING SYSTEM G v TILT -UP PANEL, — WALLTYPE ° v SEE STRUCTURAL DWGS 1-1/2' RIGID INSULATION �_ ._ _ 5/8 GYPSUM WALLBOARD ALUMINUM v 1' METAL HAT CHANNEL 1' METAL HAT CHANNEL (MOISTURE RESISTANT WHERE s i i STOREFRONT SYSTEM 3/4' /� CHAMFE o Z-1 1-1/2' RIGID INSULATION TILT -UP PANEL, SEE STRUCTURAL _- ----- APPLICABLE) I i TYP. _ ° ° 5/8' GYPSUM WALLBOARD DWGS 3 5/8' METAL FRAMING SEALANT BOTH SIDES V o BACKING ROD AND SEALANT, BOTH SIDES = SEALANT BOTH SIDES vo BACKING ROD AND SEALA t, �% ~ --� "J— 3 5/8' METAL FRAMING ° BOTH SIDES CORNER BEAD, TYPICAL ALUMINUM STOREFRONT SYSTEM `'5/8' �__- GYPSUM R SEALANT ---- RE (MOISTURE RESIS ANt WHWHERESEALANT i _ APPLICABLE) APPLICABLE ) IMPACT RESISTANT E GLAZING SYSTEM CURTAIN WALL IMPACT RESISTANT ALUMINUM SAtt INSULATION AS PER FRAMING SYSTEM STOREFRONT SYSTEM WALLTYPE IMPACT RESISTANT GLAZING SYSTEM IMPACT RESISTANT LAMINATED NJ GLAZING SYSTEM CURTAH WALL HEAD INTERIOR STORE FRONT SILL leo' 1 TILT—UP PANEL 5 -5.�1 STORE FRONT BCAILE : % - r—V HEAD g INTERIOR STORE FRONT HEAD KTTHALF WALL -5.�1 SCALE : 3' - T—V �.oSCALE: 3' - r—o' —5.sD1 SCALE:,T - r—o' 5/8' GYPSUM WALLBOARD CORNER BEAD, TYPICAL 1-1/2' RIGID INSULATION REFER t0 ELEVATIONS 5/8' GYPSUM WALLBOARD I' METAL HAT CHANNEL c 01 4 A-2.02 FOR TIL -UP PANEL FINISH I-1/2' RIGID INSULATION BACKING ROD AND SEALANT, BATT INSULATION AS PER WALLTYPE 5/8' GYPSUM BOTH SIDES ° U ° WALLBOARD - - I' METAL HAT CHANNEL _ 5/8' GYPSUM WALLBOARD (MOISTURE RESISTANT WHERE 1 1-1/2' RIGID INSULATION TILT -UP PANEL, SEE APPLICABLE) CONTINUOUS I' METAL HAT CHANNEL STRUCTURAL DWGS SEALANT ° c SEALANT BOTH SIDES ALL SIDES TILT -UP PANEL, SEE IMPACT RESISTANT 4 N STRUCTURAL DWGS �) CURTAIN WALL v FRAMING SYSTEM �4 �__-_ . -:_ ... _ CONTINUOUS 1/2 X 2 3/� HILtI KBII IMPACT RESISTANT — ALUMINUM SEALANT 18' O/C < 6' FROM ENDS GLAZING SYSTEM Q ( \ STOREFRONT SYSTEM ALL SIDES PRIOR TO IMPACT RESISTANT LAMINATED __ GLAZING SYSTEM INSTALLING FRAME TYP. C% GLAZING SYSTEM _ IMPACT RESISTANT ALUMINUM - - ................ 3 5/8' METAL FRAMING BACKING ROD AND SEALANT, STOREFRONT SYSTEM LL BOTH SIDES ALUMINUM LOUVER 3/4' CHAMFER TYP. TILT -UP PANEL, SEE STRUCTURAL DWGS 11� SLEEVE ALUMINUM LOUVER AND FRAME CURTAIN WALL JAMB STOREFRONT JAMB BIRD SCREEN TILT—UP PANEL TILT—UP PANEL 1� INTERIOR STORE FRONT JAMB 1� LOUVER HEAD 2 —5.01 SCALE: %T - r—o• �10 SCALE : 3' - r-0' SCALE: 3' - r—o• —5.�1 SCALE: T - r—o' % 5/8' GYPSUM WALLBOARD 1-1/2' RIGID INSULATION 1' METAL HAT CHANNEL TILT -UP PANEL, SEE STRUCTURAL IMPACT RE515TANT GLAZING SYSTEM — ALUMINUM LOUVER IMPACT RESISTANT ALUMINUM I € - - - SLEEVE STOREFRONT SYSTEM I j ALUMINUM SYSTEM BIRD SCREEN IMPACT RESISTANT a CURTAIN WALL FRAMING SYSTEM IMPACT RESISTANT LAMINATED GLAZING SYSTEM GLAZING SYSTEM ° l i 3 i ALUMINUM LOUVER _ AND FRAME v a CONTINUOUS SEALANT CURTAIN WALL MULLION TYP. .� STOREFRONT MULLION TYP. 11 INTERIOR STORE FRONT MULLION 15 LOUVER JA ALL SIDES PRIOR TO INSTALLING FRAME TYP. 3 -5.m1 �� : 3' - r-0' -5,mj SCALE: 3' - r—o• _5,� �,�,E : 3' - r -p• CONTINUOUS SEALANT ALL SIDES TYPICAL —5.�j SCALE: 3' - r—o' IMPACT RESISTANT IMPACT RESISTANT LAMINATED GAUGE EXPANDED GLAZING SYSTEM GLAZING SYSTEM METAL MESH WELDED WITH A 1' LONG WELD IMPACT RESISTANT IMPACT RESISTANT ALUMINUM EVERY 71' AND AT CURTAIN WALL STOREFRONT SYSTEM GLAZING SYSTEM CORNERS TO STEEL FRAMING SYSTEM ANGLE IMPACT RESISTANT ALUMINUM STOREFRONT SUB -SILL ALUMINUM STOREFRONT SYSTEM ALUMINUM LOUVER — BACKING ROD AND SEALA t, FRAME BOTHI BOTH SIDES I = i SEALANT BOTH SIDES BN SLOPE WINDOW SILL WINDOW SILL 1 SEE FINISH SCHEDULE FOR FLOOR a 1 MATERIAL AT BOTH SIDES Q BACKING ROD AND SEALANT, i a a � BOTH SIDES CONTINUOUS CONCRETE SLAB -ON -GRADE SEALANT ALL a — PRE -CAST CONCRETE SILL PRE -CAST CONCRETE SILL q v SIDES TYPICAL v a 16', O/C t/ 6,' FROM IDS Q 4 Q a ' o � a° a n q d 4 a ��---- REFER t0 4 ELEVATIONS a 5/8' GYPSUM WALL BOARD A-2.01 4 5/8' GYPSUM WALLBOARD 5/8' GYPSUM WALLBOARD A-2.02 FOR TILT -UP PANEL 1-I/2' RIGID INSULATION 1-1/2' RIGID INSULATION 1-1/2' RIGID INSULATION FINISH TILT -UP PANEL, SEE 1' METAL HAT CHANNEL 1' METAL HAT CHANNEL STRUCTURAL DWGS 0 UR IN TILT -UP PANEL, OR FFArl2 INTERIOR STORE FRONT SILLrl& LOUVER SILL - 5.0�1�-�3" -o' URAL DWG6 — 5. SCALE : 3' - - GTURAL DWGS - 5.01 SCALE : 3' - r-0' - 5.1x1 SCALE : 3' - r—o• I_1 Oe B Ar&#eCtS Crd ftMS IS.K, Reeves V, FAIA, Kevin Ratigan, A.I.A. Ian A Reeves, Assoc, AIA, 333 N Knowles Ave. Winter Pak, Paido 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Fonda 33901 239-461-3944 Corporate Registration No. AACOOT197 Le F Sanford Public Safety Complex City of Sanford, Florida Design Development 100% H IArchitect hereby expressly reserves his common law copyright and other property rights in these drawings These drawngs shill not be reproduced without written permission and consent of the architect, nor cre they to be assigned to any party without first obtaining written permission and consent • Sheet tl1'le WINDOW DETAILS . scale. V2• _ r -a• • dcmn W • &ecked IAR K • apprOVed M • date, 11-V-08 • project no, 720-04 • ieet A-5.01 2 3 4 5 0 7 N 10 12 13 14 15 5/8' GYP. BOARD ON 11/2' Z FURRING CHANNELS a 24' O.G. 5/8' GYP. WARD ON 11/2' Z TERMINATE a UNDERSIDE OF FURRING CHANNELS 0 24' O.G. 5/S' CxYP. BOARD ON 1 1/2' zTERMINATE STRUCT- ABOVE. TERMINATE GYP. BD. b ABOVE HUNG CEILING * UNDERSIDEOF(2) GONt. ROWS FOAM FURRING CHANNELS g 24' STRUCT. ABOVE TERMINATE GYP. BACKER ROD < SEALANT A °° ° y O.G. TERMINATE 1 AIR GAP 5/8 GYP. BOARD ON 1 1/2'„ BD. b ABOVE HUNG CEILING • , UNDERSIDE OF STRUCT. ABOVE TERMINATE GYP. BD. Z FURRING CHANNELS 0 24' O.C. TERMINATE * UNpERSIDE OF 1 1/2' RIGID INSULATION d ° d ° •'trfi 5/8' GYP. BOARD ON 1 1/2' Z FURRING CHANNELS 24' O.C. *� N b ABOVE HUNG CEILING 1 1/2' RIGID INSULATION STRUCT. ABOVE TERMINATE GYP. (TERMINATE *UNDERSIDE OF ° �i TEI�f`11NAtE a UNDERSIDE OF �:: . d . (TERMINATE 9 UNDERSIDE OF • • BD. b ABOVE HUNG CEILING STRUCT. ABOVE) 4 STRUCT. ABOVE TERMINATE GYf ..: k S " ° I' AIR GAP _ " STRUCT. ABOVE) ° I I/2' RIGID INSULATION - .�° BD. b' ABOVE HUNG CEILING' 4 a ' ° " • d 1 1/2' RIGID INSULATION (TERMINATE a UNDERSIDE OF • ° - - -- _ ° v d v (TERMINATE *UNDERSIDE OF . d STRUCT. ABOVE) -- _ ° d 11/2' RIGID INSULATION (TERMINATE UNDERSIDE Of Gr\\e • � T STRUCT. ABOVE) •° ° ° , a ° ° - STRUCT. ABOVE) ° a ° • d. ° I' AIR GAP °' f • 1' AIR GAP Oe REINF. CONCRETE TILT -UP , .` d, a• , d p d , ° < O� PANEL IEEE STRUCT. DWCx'S) -_ _ REINF. CONCRETE . % "+ �, ° REINF. CONCRETE •° d , TILT -UP PANEL (SEE STRUCT. °'" d ° TILT -UP PANEL (SEE STRUCT. B Arch tectS crd PCfYlefS d • DWG'S) d •d d d•" '° • : � LS.K. Reeves V, FAIA, a a (2) CONT. ROWS FOAM Kevin Ratigan, A.I.A. REINF. CONCRETE 9 . • d , .° BACKER ROD 1 SEALANT Ian A Reeves, Assoc, AIA TILL -UP PANEL (SEE STRUCT. TILT-UP d' • ° •. l2) CONI. ROWS FOAM 333 N Knowles Ave. BACKER ROD 4 SEALANT RE INF. CONCRETE Wnter Pak, Ronda 32789 (407) 647-T706 (2) CONT. ROWS FOAM TILT -UP PANEL (SEE STRUCT. DWG'S) BACKER ROD 4 SEALANT 1518 Hendry Ft. Ft. Myers, Florida 33901 239-461-3944 TILT—UP DET.°3 TEE BUTT JOINT EXT. CORNER DET. IN—LINE BUTT JOINT MITER ,VERT. 2 4 5JOINT - SCALE: 11/2'- T -O' - •0 SCALE: 11/2' - 1'-0' -5.0 SCALE: 11/2' -1'-0' -5.0 SCALE: 11/2'- T-0' - • SCALE: 11/2'- T -O' C PRE -CAST CONCRETE COPINCz STACK VENT PRE -CAST CONCRETE COPING ROOFING MEMBRANE p SEALANT (TOOLED) OVER RIGID INSULATION ROOFING SEALANT METAL COUNTER FLASHING LEAD FLASHING MEMBRANE OVER INSULATED GONG. SCREW BAND REINF. CONCRETE TILT -UP SET IN MASTIC, ALUMINUM TERMINATOR BAR PANEL (SEE STRUCT. DWG'S)TURN INTO ROOF LEAD FLASHING FASTEN WITH APPROVED FASTEN DRAIN BODY SET IN MASTIC, RUBBER z a SAW -GUT REGLET MAIN ROOF TURN INTO ROOF VENT COVER W a REINF. CONCRETE TILT -UP PANEL (SEE STRUCT. DWG'S) a a SEALANT (TOOLED) DRAIN DRAIN BODY MAIN ROOF SPR I DRAIN FLASHING Q () a SIDE WALL MEMBRANE FLASHING 2 -0� EMERGENCY OVERFLOW � HOT AIR WELD 4 o MODIFIED BITUMEN ROOFING DRAIN nnnnnc ROOFING MEMRANE ON RIGID INSUL. 4 MODIFIED BITUMEN ROOFING ON RIGID INSULATION OVER OVERFLO STRUCTURAL CONCRETE ON 12' MIN. `t MTL. DECK E ON RIGID INSULATION OVER 4 o n STRUCTURAL CONCRETE ON a METAL ROOF DECK SCUPPER as 41 METAL ROOF DECK Q o ROOF DRAIN --\ROOF A 12 DRAIN WITH 4 SE STRAINER,E 1/4 PLUMBING DRAWINGS SEE PLUMB. DWGS. ROOF DRAIN WITH ff B C - _ FOR R.W.L. SIZE AND STRAINER, SEE LOCATION - - - Q _ b FOR R.W.L. SIZE AND - - -- 4 - DECK CLAMPING tt"TWAmPING RING KEiPLBd ZA a METAL ROOF DECK, _ aQ 4 a Q G a Q a 4 s SEE STRUCT. DWGS. FOR S F Sanford Public a 4 a 4 a Q � ROOF DRAIN 11 Safety Complex PARAPET DETAIL OVERFLOW SCUPPER— ROOF DRAIN WITH OVERFLOW ROOF VENT DETAIL s s s ,o - •0 SCALE: 11/2'- T -O' - •0 SCALE: 11/2'- T -O' SCALE: 11/2' -1'-0' - •0 SCALE: 11/2' -1'-0' - •0 SCALE: 11/2' -1'-0' City of Sanford, G Florida Design Development - 100 Architect hereby expressly reserves his corrrnon law copyright and other property rights in these drawings, These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without first obtaining written permission and consent. • revkm J • sheet title DETAILS • Scde. V2• = T -a • circm rL IN • checked IAR K • q> proved AR • Cbte 11-17-08 • project no. 720-04 . sheet A-5.05 2 15 4 5 1ST FLOOR DOOR SCHEDULE DOOR FRAME FRE CLOSERS CARD MOTES DOOR TYPE MATL SIZE GLASS MATL TYPE DETAILS NO. WD HGT TYPE HEAD JAIMB(S) SLL RATING READER NOT 1-138 PR. PR. - - - 1 6 - 1-10b D2 AL 3'-O' 8'-0' A2 AL CW 7-0' - HM F2 C - CURTANWALL 1-10b D2 AL 3-0' 8'-0' A2 AL CW - _ - C X - CURTANWALL 1-10b D2 AL a -O' 7'-0' E AL Fl = - _ - = - C X CR BUZZER 1-101d D2 AL S -O' 7-0' E AL R - - - C X CR BUZZER 1-141 Dl SC 3'-0' 1 6 - R A-6.04 A-6.04 - 1-102 D1 SC 3'-O" 7'-O' - HM F1 A-6.04 A-6.04 - _ X 6 - 1-142 Dl SC 3'-O' 1 6 - F1 A-6.04 A-6,04 - 1-103 Dl SC 3'-0" 7'-0' - HM Fl A-6.04 A-6.04 1 6 - 1-143 Dl SC 3'-0" 3 8 - R A-6.04 A-6.04 1-104 Dl SC 3'-O" 7'-0' - HM Fl A-6.04 A-6.04 - C X - - 1-144 Dl SC 3'-0' 1 6 - Fl A-6,04 A-6.04 - 1-105 Dl SC 3'-O" 7-0" - HM Fl A-6.04 A-6.04 - _ X 6 - 1-145 Dl SC 3'-O' 1 6 - Fl A-6.04 A-6,04 - 1-106 Dl SC S -O' 7-0" - HM Fl A-6.04 A-6.04 - _ X 6 - PR. 1-146 Dl SC S -a 1 6 - Fl A-6,04 A-6.04 - 1-107a Dl SC 3'-O' 7'-0' - HMI F2 A-6.04 A-6.04 - C X - - 1-107b D2 AL 3'-0' 8'-0' A2 AL CW - - - - X - CURTANWALL 1-107c 1 D2 AL S -O' 8'-0' A2 AL CW - - - - X - CURTANWALL 1-148 Dl SC 3'-0' 7-O' - HM F1 A-6,04 A-6.04 Perforated Metal - - - - 1 6 Cantlevered Side Gate, 1-107d D9 G 18'-8' 13'-10' - G - - - - - - - Attached to Tit Wal - - - - 1 6 - 1 6 - 1-108a Dl SC 3'-0' 7-0' - HM F1 A-6.04 A-6.04 - C X - - 1-108b D7 AL 12-0' 24'-0' A2 AL 1 6 - PR. 1-151 Dl SC 3-0' 3 8 - Fl A-6,04 A-6,04 - 1-109 Dl HM 3'-O" 7'-O' - I -M F2 A-6.04 A-6.04 1 6 - 1-152 Dl SC 3'-O' 1 6 - Fl A-6.04 A-6.04 - 1 -TIO Dl SC 3'-O" 7'-0' - HM F1 A-6.04 A-6.04 1 6 - 1-153a Dl SC 3'-O' 1 6 - F1 A-6,04 A-6.04 - 1-TI1 Dl SC 3'-O' 7'-0' - HM F1 A-6.04 A-6.04 14 20 - 1-153b D2 AL 3'-0' 1 6 - F1 A-6.04 A-6,04 - 1-TI2 Dl SC 3'-0" 7'-0" - HM F1 A-6,04 A-6.04 3 8 - 1 6 - 3'-O' 7-0' - HM 1-T13 Dl SC a -O' 7'-0' - HM R A-6.04 A-6.04 4 9 - 1 6 HM 3'-O' 8'-0' - HM 1-114 D1 Dl SC 3'-0' 7'-0' - HM F1 A-6.04 A-6.04 OVERHEAD COLNG 1 6 - 13'-0' 14'-0' - OC 1-TI5 Dl SC 3'-0" 7'-0' - HM F1 A-6.04 A-6.04 - - - - - - - - OVERHEAD COILING, 1 6 OC 13'-0' 14'-0" - OC 1-T16 D3 SC 3-0' 7'-0" A3 HM Fl A-6.04 A-6.04 - - X - - NOT 1-117 USED OVERHEAD COLING 1-156d D5 OC 13'-0' 1 6 - - - - - 1-Ti8 Dl SC 3-O' 7-O' - HMI Fl A-6.04 A-6.04 - - X - - OVERHEAD COILING, 1-156e D5 OC 13'-0' 1 6 - - - - - 1-119 Dl SC 3-0' 7'-0' - HM Fl A-6,04 A-6.04 - _ X - - PR. 1-156f D5 OC 13'-0" 1 6 - - - - - 1-120 Dl SC 3-0' 7'-0' - HM F2 A-604 A-6.04 - - X - 180 DEGREES SWING PR, 1-1568 D5 OC 13'-0" 3 8 - - _ _ _ 1-121 Dl HM 3'-O" 8'-a - HM F2 A-6.04 A-6.04 - - - - - OVERHEAD COLING 1-156h D5 OC 13'-0' 3 8 - - 1-122 Dl HM 3-O' 8'-0' - HM F1 A-6.04 A-6.04- - - - OVERIfAD COLING 1-1561 D5 OC 13'-0" 3 8 - - - - - 1-123 Dl HM 3-O" 7'-0' - HM F1 A-6.04 A-6.04 - C X CR - OVERHEAD COLING 1-156' D5 OC 13'-0" 14 19-20 - - _ _ _ 1-124 D2 AL 3-0' 7'-0' Al AL Fl A-6.04 A-604 - - - - - PR. 1-1.56k D5 OC 13'-0" 1 6 - - 1-125 Dl HM 3'-0' 7-0' - HM F2 A-6.04 A-6.04 - - X - 180 DEGREES SWING 1-1561 Dl HM 3'-0' 3 8 - Fl A-6,04 A-6.04 1-126a Dl HM 3'-O' 7'-0" - HM R A-6.04 A-6.04 - C X - - 1-157 Dl SC a -O' 3 8 - F2 A-6.04 A-6.04- 1-126b Dl HM 3-0' 7-0' - HM R A-6.04 A-6.04 _ C X - - 1-158 Dl HM 3'-O' 1 6 - R A-6.04 A-6.04 - 1-127 Dl SC 3'-0' 7'-U - HIM F1 A-6,04 A-6.04 _ 4 9 - PR. 1-159a Dl HM 3'-O' 1 6 - F1 A-6.04 A-6,04 - 1-128a Dl SC 3-0' 7-9 - HM F2 A-6.04 A-6,04 - - X - 180 DEGREES SWING PR. 1-1'9b Dl SC 3'-0" 1 6 - Fl A-6,04 A-6,04 - 1-128b Dl SC 3-0' 7'-0' - HM F2 A-6.04 A-6.04 - - X - 180 DEGREES SWING 1-160 Dl SC S-0' 1 6 - Fl A-6,04 A-6.04 - 1-129a Dl SC 3'-0' 7'-0" - HIM F1 A-6.04 A-6.04 - - - - - 1-161 D1 HM 3'-0' 1 6 HM Fl A-6.04 A-6.04 1-129b Dl SC 3'-0' 7'-0' _ HMR USED A-6.04 A-6.04 9 1 6 HM 3'-0" 7-0' - HM 1-130 Dl SC 3-0' 7-0' - HM F1 A-6.04 A-6.04 - - - - 9 1 6 - 3' 7'-0' - HM 1-131 Dl SC 3-O' 7'-O" - HMI Fl A-6.04 A-6.04 1-165 USED 1-166 D2 AL 3'-0' 8'-0" A2 AL CW - - - 1 6 - CURTANWALL 1-132 Dl SC 3'-0' 7'-0' - HM F1 A-6.04 A-6.04 1-x'7 Dl HM S -O' 7-0' - HM F2 A-6,04 A-6.04 - 1 6 - - 1-133 Dl SC 3'-0" 7'-0' - HM R A-6.04' A-6.04 - - - - - 3'-0' 7'-0" - HM Fl A-6.04 A-6.04 - 1 6 - - 1-1691 1-134 Dl SC 3'-0' 7'-0' - HM Fl A-6.04 A-6.04 - - - - - 3'-0' 7-0' - HM Fl A-6.04 A-6.04 - 1 6 - - 1-135 Dl SC 3'-0' 7-0' - HM R A-6.04 A-6.04 - - - - - 3'-O" 7-91 - HM Fl I A-6.04 A-6.04 - 1 6 - - 1-136 Dl SC 3'-0' 7-0' - HM F1 A-6,04 A-6.04 - - - - - 1 6 - 1-137 Dl SC 3'-O' 7-0' - HM F1 A-6.04 A-6.04 - - - - - n 7 0 9 10 1ST FLOOR DOOR SCHEDULE DOOR FRAVE FRE CLOSERS CARD NOTES DOOR TYPE MATL SIZE GLASS MATL TYPE DETAILS NO. WD HGT TYPE HEAD JAMB(S) SLL RATING READER NOT 1-138 USED PR. 1 6 - 1-139 Dl SC 3'-O" 7-0' - HM F2 A-6,04 A-6.04 - - X - 180 DEGREES SWING 1 6 - 1-140 Dl SC S-0" 7-0' - HM Fl A-6.04 A-6,04 - - - - - 1 6 - 1-141 Dl SC 3'-0' 7-0' - HM R A-6.04 A-6.04 - - X - - 1 6 - 1-142 Dl SC 3'-O' 7-0' - 1-M F1 A-6.04 A-6,04 - - X 1 6 - 1-143 Dl SC 3'-0" 7-9 - HM R A-6.04 A-6.04 1 6 - 1-144 Dl SC 3'-0' 7-9 - HM Fl A-6,04 A-6.04 - - X - - 1 6 - 1-145 Dl SC 3'-O' 7-9 - HM Fl A-6.04 A-6,04 - - X 1 6 - 1-146 Dl SC S -a 7-0' - HM Fl A-6,04 A-6.04 - - - - - 1 6 - 1-147 Dl SC 3'-0' 7-0' - HM F1 A-6,04 A-6.04 1 6 - 1-148 Dl SC 3'-0' 7-O' - HM F1 A-6,04 A-6.04 - - - - - 1 6 - 1-149 Dl SC S -O' 7-O' - HM Fl A-6.04 A-6.04 - - - - - 1 6 - 1-150 Dl SC 3-0" 7-0' - HM Fl A-6.04 A-6,04 1 6 - 1-151 Dl SC 3-0' 7-0" - HIM Fl A-6,04 A-6,04 - - - - - 1 6 - 1-152 Dl SC 3'-O' 7-9 - HMI Fl A-6.04 A-6.04 - C X - - 1 6 - 1-153a Dl SC 3'-O' 7-0' - HM F1 A-6,04 A-6.04 - C X - - 14 20 - 1-153b D2 AL 3'-0' 7-0' A2 AL F1 A-6.04 A-6,04 - - - - - NOT 1-154 USED 3 8 - 1-155 Dl HM 3'-O' 7-0' - HM Fl A-6.04 A-6.04 - C X 4 9 - 1-156a Dl HM 3'-O' 8'-0' - HM F1 A-6.04 A-6.04 - - - - - OVERHEAD COLNG 1-156b D5 OC 13'-0' 14'-0' - OC - _ _ _ - - - DOOR - - - OVERHEAD COILING, 1-156c D5 OC 13'-0' 14'-0" - OC - - - - - - - DOOR - - - OVERHEAD COLING 1-156d D5 OC 13'-0' 14'-0' - OC - - - - - - - DOOR - - - OVERHEAD COILING, 1-156e D5 OC 13'-0' 14'-0" - OC - - - - - - - DOOR - - - OVERHEAD COLING 1-156f D5 OC 13'-0" 14'-0' - cc - - - - - - - DOOR OVERHEAD COLING 1-1568 D5 OC 13'-0" 14'-0' - OC - _ _ _ - - - DOOR OVERHEAD COLING 1-156h D5 OC 13'-0' 14'-0' - OC - - - - DOOR - - - OVERIfAD COLING 1-1561 D5 OC 13'-0" 14'-0' - OC - - - - - - - DOOR OVERHEAD COLING 1-156' D5 OC 13'-0" 14'-9 - OC - _ _ _ DOOR OVERHEAD COLING 1-1.56k D5 OC 13'-0" 14'-0' - OC - DOOR 3 18 _ 1-1561 Dl HM 3'-0' 8'-0" - HMI Fl A-6,04 A-6.04 PR. 4 9 _ 1-157 Dl SC a -O' 7-0' - HM F2 A-6.04 A-6.04- 4 9 - 1-158 Dl HM 3'-O' 7-0' - HM R A-6.04 A-6.04 - - - - - 4 9 - 1-159a Dl HM 3'-O' 7-0' - HM F1 A-6.04 A-6,04 - - - - - 2 7 - 1-1'9b Dl SC 3'-0" 7-9 - HMI Fl A-6,04 A-6,04 - - - - - 2 7 - 1-160 Dl SC S-0' 7-9 - HM Fl A-6,04 A-6.04 - - X - - 4 9 - 1-161 D1 HM 3'-0' 7-0" - HM Fl A-6.04 A-6.04 - - - - - NOT 1-162 USED 9 1-1634 Dl HM 3'-0" 7-0' - HM F1 A-6.04 A-6.04 - - - - - 9 1-1644 Dl HIM M 3' 7'-0' - HM F1 A-6.04 A-6,04 - - - - - NOT 1-165 USED 1-166 D2 AL 3'-0' 8'-0" A2 AL CW - - - C X - CURTANWALL PR. 3 8 1-x'7 Dl HM S -O' 7-0' - HM F2 A-6,04 A-6.04 - C X - - 1 6 1-168 Dl SC 3'-0' 7'-0" - HM Fl A-6.04 A-6.04 - - - - - 1-1691 6 - Dl SC 3'-0' 7-0' - HM Fl A-6.04 A-6.04 - - - - - 1 6 - 1-170 Dl SC 3'-O" 7-91 - HM Fl I A-6.04 A-6.04 - C X CR - 12 ABBREVIATIONS AL = ALUIIuaMl HM = HOLLOW KETAL DOOR or FRAME SC - SOLD CORE WOOD DOOR W/ PLASTIC LAMINATE CW = CURTANWALL OC = OVERHEAD COLING DOOR X = INDICATES CLOSER G = VETAL GATE CR - ACCESS CONTROL CARD READER SE = SECURITY CHANNEL DOOR AND SECURITY FRAVE PR. = PAR NOTES 1) ALL DOORS TO BE 1-3/4' UNLESS NOTED OTHERWISE. 2) FELD VERIFY ALL DIMENSIONS. 3) DOOR AND FRAME FRE RATING IS AS FOLLOWS 3/4 HOUR C LABEL 4) REFER TO SPECIFICATIONS SECTION 08800-202 FOR GLAZING TYPES AND MATERIALS GLAZING MATERIAL TYPES Al = PLATE GLASS A2 - SAFETY GLASS / IMPACT RESISTANT GLAZING A3 = FULLY TEIVPERED GLASS E = FRE RATED GLAZING Hl = SECURITY GLAZING H2 - BULLET RESISTANT GLAZING, J = MIRROR GLASS 13 14 Dooms VIES 15 A D3 D4 D5 C ro 0 D5 D6 OVERHEAD COILING DOOR 24'-4 3/8' OVERHEAD COILING GRILLE DOOR D7 D8 HORIZONTAL 61 -FOLDING CLEAR TEMPERED GLAZING GARAGE DOOR - MANUAL 32'-0' F1 F2 D9 PERFORATED METAL, CANTILEVERED SLIDE GATE. ATTACHED TO TILT WALL FBI P 4C 0, IORrIF1% W4 R" "15119 • i I.S.K Reeves V, FA.IA. Kevin Ratigan, AIA, Ian A. Reeves, Assoc, AIA. 333 NI Knowles Ave. Winter Pak Florida 32789 (407) 647-1706 1518 Hendry Street Ft Myers, Florida 33901 239-461-3944 Corporate Registration Na AACOOT197 E A L -B -J C F Sanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby e>pressy reserves his common law copyright and other property rights in these drawings, These drawhgs shall not be reproduced without written permission and consent of the architect, nor are they to be H assgned to any party without first obtamg written permssion and consent. � IsfieeT title FIRST FLOOR DOOR SCHEDULE • SCde, N/A • dawn RS • TAR K • CWOVed TAR • Cite, TI -V-08 • proiect no. 720-04 . sir A-6.Ola 1 2 3 4 5 ABBREVIATIONS AL = ALUvNUM HM = HOLLOW METAL DOOR or FRAME SC - SOLD CORE WOOD DOOR W/ PLASTIC LAMINATE CW = CURTANWALL OC = OVERHEAD COWL DOOR X = INDICATES CLOSER G - METAL GATE CR = ACCESS CONTROL CARD READER SE = SECURITY a-WMEL. DOOR AND SECURITY FRAVE PR. _ PAR NOTES 1) ALL DOORS TO BE 1-3/4' USS NOTED OTHERWISE 2) FIELD VERIFY ALL DIMENSIONS. 3) DOOR AND FRAME FRE RATNG IS AS FOLLOWS 3/4 HOUR C LABEL 4) REFER TO SPECIFICATIONS SECTION 08800-202 FOR GLAZING TYPES AND MATERIALS, GLAZNG MATERIAL TYPES Al = PLATE GLASS A2 - SAFETY GLASS Cl = INSULATED SOLAR REFLECTIVE GLASS E = FRE RATED GLAZNG M = SECURITY GLAZING H2 = BULLET RESISTANT GLAZNG J = VRROR GLASS 0 7 0 0 10 1ST FLOOR DOOR SCHEDULE DOOR FRAVE FRE CLOSERS CARD NOTES DOOR TYPE MATL SIZE GLASS MATL TYPE DETAILS NO. WD HGT TYPE HEAD JAMB(S) SILL RATNG READER 1 6 - OVERHEAD COLNG 1-171 Dl SC 3'-O' 7-0' - HM R A-6,04 A-6,04 - - X - - 1 6 - 1-172 Dl SC 3'-0' 7-0' - HM R A-6,04 A-6,04 - - X - - 1-20b D2 AL 3'-0' 7-0' A2 AL CW 12 17 _ _ C _ CURTANWALL 1-173a Dl SE 3'-0' 7-0' 1 - HM R A-6.04 A-6,04 - - X - - 1-202a Dl SC S -O' 7-0' - HM Fl - - - OVERHEAD COILING 1-73b D5 OC 17-0' 101-0' - OC - - - - - - - DOOR 1-202b Dl SC PR. 7-9 - HM F2 12 17 - - X - - 1-174a Dl SC 3'-0' 7-0' - HM R A-6.04 A-6,04 - 1-203 D3 SC 3'-0' 7-0' A3 HM F1 4 9 - - - - - 1-174b D1 Dl Hvl 3'-0' 7-0' - HM R A-6,04 A-604 - - - - - 1-204a Dl SC 1 3'-0' 7'-0' - HM F1 - - - C X OVERHEAD COI NG 1-174c D5 OC 6'-0' 10'-0' - OC - - - - - - - DOOR 1-204b Dl SC 3'-0' 7'-0' - HM F1 1 6 - C X 1-175a D3 D3 SC 3'-9 7-0' A3 HM F1 A-6,04 A-6.04 - - - - - 1-204c Dl SC 3'-9 7-9. - HM F1 12 17 - C X 1-175b D1 Dl SC 3'-0' 7-0' - HM Fl A-6.04 A-6,04 _ C X - - 1-205a D2 SC 3'-O' 7-9 A3 AL F1 1 6 - 1-176a D3 SC 3'-0' 7-0' A3 HM F1 A-6,04 A-6,04 - - - - - 1-205b D2 SC 3'-0' 7-0' A3 AL F1 1 6 - - X CR - 1-176b Dl SC 3'-0' 7-0' - HM R A-6,04 A-6,04 - - - - - 1-206 D2 SC 3'-0" 7'-0' A3 AL Fl 1 6 - - - - - 1--176c D1 Dl SC 3'-0' 7-9 - HM F1 A-6.04 A-6,04 - - - - - 1-207 D2 SC 3'-O' 7-9 E AL F1 1 6 - C X 1-176d D3 D3 SC 3'-O' 7-0' A3 HM F1 A-6,04 A-6,04 - - - - - 1-208 D3 SC 3'-9 7-0' A3 HM Fl 1 6 - - - - - 1-177 D1 SC 3'-O' 7-0' - HM R A-6.04 A-604- 1 6 - 1-210 Dl SC 3'-0 1 6 - Fl A-6,04 A-6.04 - 1-178 Dl SC 3'-O' 7-0' - HM F1 A-6.04 A-6.04 - - X - - 1-211 1 D2 SC I S -O' 1 6 AL Fl A-6.04 A-6.04 - 1-179a D1 Dl SC 3'-O' 7'-0' - HM Fl A-6,04 A-6.04 - - - - - 1-212 D2 SC 3'-O" 1 6 AL Fl A-6.04 A-6.04 - 1-179b D1 Dl SC 3'-0' 7-0' - HM F1 A-6,04 A-6.04 - - - - - 1-213 D2 SC S -O' 1 6 - Fl A-6.04 A-6.04 - 1-180 Dl SC 3'-0' 7'-0' - HM Fl A-604 A-6,04 - - X - - 1-214 D2 SC S -O' 12 17 AL F1 A-6.04 A-6.04 - 1-181 Dl SE 3'-0' 7-0' - HM F1 A-6.04 A-6,04 - _ - X CR - 1-216 D2 SC 3'-0' 1 6 _ Fl A-6,04 A-6,04 - 1-182a Dl SC 3'-0' 7'-0' - HM F1 A-6.04 A-6,04 - - - - 1-217 D2 SC 3'-O" 1 6 AL F1 A-6,04 A-6,04 - 1-182b Dl SC 3'-0' 7-0' - HM Fl A-6,04 A-6.04 NOT 1-183 USED 1-218 USED PR. 1 6 - 1-184a D3 SC 3'-0' 7-0' A3 HM F2 A-6,04 A-6.04 - - - - - 1-219 Dl SC 3'-O" 7-0' - HM F1 4 9 - - - - - 1-184b Dl SE 3'-0' 7-0' - HM Fl A-6,04 A-6,04 - C X CR - 1-220 Dl SC 3'-0' 7'-0' - HM F1 12 17 _ - - - - 1-185 Dl SC 3'-0' 7-0' - HM F1 A-6.04 A-6.04 - - - - - 1-221 Dl SC 3'-0' 7'-0' - HM F1 2 7 - - X - - 1-186 Dl SC 3'-O' 7-0' - HM F1 A-6,04 A-6,04 - - X - - - - - LOUVER DOOR 1-223b D4 AL 3-0' 2 7 - Fl - - - 1-187a Dl SC 3'-0' 7-0' - HM Fl A-6,04 A-6,04 - - - - - - X - STOREFRONT - - - 3 8 OVERHEAD COILING 1-187b D5 OC 12'-0' 10'-0' - OC - - - - - - - DOOR C X - 180 DEGREES SWNG 2 7 - 5 10 - 1-188 Dl SC 3'-0' 7'-0' - HM Fl A-6,04 A-6.04 - - - - - C X - - 4 9 - 3 8 - 1-189 Dl SE 3'-0' 7'-0' - HM Fl A-6,04 A-6,04 - C X CR - C X - - 1-3b D2 AL a -O' 2 7 - F1 - - - 1-190a D5 SE 3'-O' 7-0' H1 HM Fl A-6.04 A-6.04 - - X CR MAN TRAP 1-4a D1 HM 3'-0' 4 9 - F2 A-604 A-6,04 - 1-190b D5 SE 3'-9 7-0' HI HM R A-604 A-6,04 - C X CR MAN TRAP C X - - 1-4b Dl HM 3'-O' 2 7 - F2 A-6.04 A-6,04 _ 1-191 D5 SE 3'-0' 7-0' H1 HM Fl A-6,04 A-6,04 - - X CR - 2 7 - 1-192 D5 SE 3'-0' 7-0' H1 HM F1 A-6.04 A-6.04 - - X CR - 4 9 - 1-193a Dl SC S -O' 7'-0' - HM Fl A-6.04 A-6,04 - - - - - 4 9 - 1-193b Dl SC 3'-0' 7-0' - HM R A-6.04 A-6.04 - - - - - - - - OVERHEAD COLNG 1-193c D6 OC 20'-0' 12'-0" - OC - - - - - - - GRILLE DOOR - - - OVERHEAD COILING 1-193d D6 OC 20'-0' 12'-0' - OC - - - - - - GRILLE DOOR NOT 1-194 USED 4 9 - 1-195 Dl HM 3'-0' 7'-0' - HM F1 A-6.04 A-6.04 _ _ X CR _ 4 9 - 1-196 Dl HM 3'-O' 7'-0' - HM F1 A-6.04 A-6,04 _ _ X CR - 4 9 - 1-197 Dl HM 3'-0' 7'-0' - HM R A-6.04 A-6,04 _ _ X CSR _ 2 7 - 1-198a Dl HM 3'-9 7-9 - HM F1 A-6.04 A-6.04 4 9 _ 1-198b D1 HM S -O' 7-0' - HM F1 A-6,04 A-6.04 _ _ X CR _ NOT 1-199 USED OV84 EAD COWG 1-200a D5 OC lo' -0' 12'-0' - OC - _ _ _ - - - DOOR - - - OVERHEAD COLING 1-200b D5 OC 101-0' 12'-0' - OC - - - - - - - DOOR 12 13 14 15 1ST FLOOR DOOR SCHEDULE DOOR FRAME FRE aosERs CARD NOTES DOOR TYPE MATL SIZE GLASS MATL TYPE DETAILS NO. WD HGT TYPE HEAD JAMB(S) SILL RATNG READER - - - OVERHEAD COLNG 1-200c D5 OC 10'-0' 12'-0' - OC - - - - - - - DOOR 1 6 - 1-20b Dl SC 3'-0' 7-0' - HM Fl A-6.04 A-6.04 1-20b D2 AL 3'-0' 7-0' A2 AL CW A-6,04 A-6.04 _ _ C _ CURTANWALL 1 6 1-202a Dl SC S -O' 7-0' - HM Fl A-6,04 A-6,04 PR. 1 6 - 1-202b Dl SC 3'-0' 7-9 - HM F2 A-6.04 A-6.04 - - X - - 1 6 - 1-203 D3 SC 3'-0' 7-0' A3 HM F1 A-6.04 A-6.04 - - - - - 1 6 - 1-204a Dl SC 1 3'-0' 7'-0' - HM F1 A-6.04 A-6.04 - C X 1 6 - 1-204b Dl SC 3'-0' 7'-0' - HM F1 A-604 A-604 - C X 1 6 - 1-204c Dl SC 3'-9 7-9. - HM F1 A-6.04 A-6,04 - C X 14 20 - 1-205a D2 SC 3'-O' 7-9 A3 AL F1 A-6.04 A-6.04- 14 20 - 1-205b D2 SC 3'-0' 7-0' A3 AL F1 A-604 A-6.04 - - X CR - 14 20 - 1-206 D2 SC 3'-0" 7'-0' A3 AL Fl A-604 A-604 - - - - - 14 20 - 1-207 D2 SC 3'-O' 7-9 E AL F1 A-6,04 A-6,04 - C X 1 6 - 1-208 D3 SC 3'-9 7-0' A3 HM Fl A-6,04 A-6,04 - - - - - NOT 1-209 USED 1 6 - 1-210 Dl SC 3'-0 7'-0" - HM Fl A-6,04 A-6.04 - C X CR _ 14 ?? - 20 - 1-211 1 D2 SC I S -O' 7-91 A3 AL Fl A-6.04 A-6.04 - - - - - 14 20 - 1-212 D2 SC 3'-O" 7-0" A3 AL Fl A-6.04 A-6.04 - - - - - 14 20 - 1-213 D2 SC S -O' 7-O' A3 AL Fl A-6.04 A-6.04 - - - - - 14 20 - 1-214 D2 SC S -O' 7'-0' A3 AL F1 A-6.04 A-6.04 - - - - - 14 20 - 1-216 D2 SC 3'-0' 7'-0' A3 AL Fl A-6,04 A-6,04 - - - - - 14 20 - 1-217 D2 SC 3'-O" 7-0' A3 AL F1 A-6,04 A-6,04 - - - - - NOT 1-218 USED 1 6 - 1-219 Dl SC 3'-O" 7-0' - HM F1 A-6.04 A-6.04 - - - - - 1 6 - 1-220 Dl SC 3'-0' 7'-0' - HM F1 A-6.04 A-6,04 - - - - - 1 6 - 1-221 Dl SC 3'-0' 7'-0' - HM F1 A-6,04 A-6,04 - - X - - NOT 1-222 USES T -223a D4 AL 3'-0' 8'-0' - AL Fl - - - - - - LOUVER DOOR 1-223b D4 AL 3-0' 8'-U - AL Fl - - - - - - LOUVER DOOR 1-b D2 AL 3'-0" 8'-0' A2 AL F1 - - - - X - STOREFRONT 3 8 _ 1-b Dl HM 3'-0' 7-0' - HM F1 A-6,04 A-6,04 _ C X - 180 DEGREES SWNG 5 10 - 1-2a Dl HM 3'-0' 7'-O' - HM F1 A-6.04 A-6,04 - C X - - 3 8 - 1-3a Dl HM 3'-0" 7'-0" - HM Fl A-6,04 A-6.04 - C X - - 1-3b D2 AL a -O' 8'-0' A2 AL F1 - - - - X - CURTANWALL PR. 13 18 - 1-4a D1 HM 3'-0' 7'-0' - HM F2 A-604 A-6,04 - C X - - PR. 13 18 - C X - - 1-4b Dl HM 3'-O' 7-0' - HM F2 A-6.04 A-6,04 _ n. C 101 Ardlitects cnd Ptr rle s I.S,K, Reeves V, F.A.I.A, Kevin Ratigan, A,I,A. & A Reeves, Assoc AIA, 333 N Knowles Ave, Wnter Park Florida 32789 (407) 647-U06 1518 Hendry Street Ft, Myers, Fbrida 33901 239-461-3944 Corporate Registration No. AACoo n97 El A IFF��' KEY PLAN FISanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his corrxnon law copyright and other property rights in these drawings. These drawings shat not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any perty without first obtaining written permission and consent. • revilom j I sheer fifle FIRST FLOOR DOOR SCHEDULE • sode. N/A • (±Cwt) RS • checked IAR K • CWOVed IQ • date, TH-T7�8 • project no. 720-04 0 st-eet A -6.01b 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2 It', 4 5 0 7 8 0 10 12 13 14 15 11/4' 11/4' 5/8' CL TILT -UP CONCRETE PANEL SEE TILT -UP CONCRETE PANEL SEE 4 TILT -UP CONCRETE PANEL SEE d ELEVATIONS FOR FINISH ELEVATIONS FOR FINISH ELEVATIONS FOR FINISH ° ROD AND SEALANT, BOTH SIDES ROD AND SEALANT, BOTH SIDES ROD AND SEALANT, BOTH SIDES _ - NMETAL STUD CRIPPLE ° �' p SHIM SHIM v I SHIM GYPSUM WALLBOARD ON ° ° I' METAL HAT CHANNEL 1' METAL HAT CHANNEL - BATT - - 3 V METAL STUDS. (MOISTURE ° PRECAST LINTEL 1-1/2' RIGID INSULATION 1-1/2' RIGID INSULATION INSULATION AS PER RESISTANT WHERE APPLICABLE) - WALLTYPE ° (SEE STRUCTURAL) 0 5/8 GYPSUM WALLBOARD o All 0 5/8 GYPSUM WALLBOARD h>y,::. �. kk eG SEALANT AT BOTH SIDES SEALANT AT--- o EL. 1'-2' TOP OF v EL. 1'-2' TOP OF v I vITI oL EL. 1'-2' �G BOTH SIDES . DOOR ': .. DOOR :... . N.DOOR N HOLLOW METAL DOORHOLLOW FRAME ;7r N ( HOLLOW CV METAL FRAME ALIGNED CV HOLLOW METAL FRAME ALIGNED 's HOLLOW METAL FRAME ALIGNED VV.. METAL ao WITH BACK EDGE OF PANEL cA WITH BACK EDGE OF PANEL 1 ao WITH BACK EDGE OF PANEL B JAMB CEILING. ° DOOR FRAME MORTAR FILLED FRAME I MORTAR FILLED FRAME _ j 1 MORTAR FILLED FRAME ArC11teC1S Ct1d PICtYIeIS I.S.K. Reeves V, F.ALA, STRUT JAMB CEILING STRUT DOOR AS PER DOOR ' DOOR AS PER DOOR € s DOOR AS PER DOOR Kevin Ratigan, A,I.A. DOOR AS EQ. EQ. SCHEDULE SCHEDULE° EQ. EQ. SCHEDULE EQ. EQ. Ian A Reeves, Assoc. AIA, SCHEDULED EQ EQ e e-333 N, Knowles Ave. 6 DOOR AS SCHEDULED EQ. �- EQ. 51/8' n er Pcrk Rondo 32789 6'q.1518 Hendry Street Ft. Myers, P&do 33901 HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR 239-461-3944 1 HEAD ON STUD WALL 2 HEAD ON CMU WALL 3 HEAD TILT 7 1/4" 4 HEAD TILT 7 1/4" 5 HEAD a TILT 7 5/8" C -s• SCALE: 3' -1'-0' -s• SCALE= 3' -1'-0' -s• SCALE: 3' -1'-0' - SCALE: 3' -1'-0' - SCALE: 3' -1'-0' HOLLOW METAL 8' CONCRETE TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL BATT INSULATION AS PER DOOR FRAME MASONRY UNIT SEE ELEVATIONS FOR FINISH SEE ELEVATIONS FOR FINISH WA'LLTYPE JAMB ANCHOR SEALANT AT BOTH SIDES ROD AND SEALANT, BOTH SIDES TILT -UP CONCRETE PANEL ROD AND SEALANT, BOTH SIDES d HOLLOW METAL DOOR FRAME DOOR AS PER DOOR SCHEDULESCHEDULE SEE ELEVATIONS FOR FINISH ROD AND SEALANT, 80TH 51DES DOOR AS PER DOOR � JAMB ANCHOR a v � ° :.... _ .............. SHIM DOOR AS PER DOOR SCHEDULE r G ___ SHIM , d •. � a _ � C DOOR AS SCHEDULED \ v v _ :'............... :.. ....... M r v : ' _ HOLLOW METAL FRAME ;: ;,',±... HOLLOW METAL FRAME tu MORTAR FILLED FRAME HOLLOW METAL FRAME .: MORTAR FILLED FRAME V GYPSUM WALLBOARD 2' 5/8' ON 3 %' METAL STU05 (MOISTURE 01 RESISTANT WHERE APPLICABLE) _- MORTAR FILLED FRAME - -- POOR AS -- - - 5/8' GYPSUM WALLBOARD v _ 5/8' GYPSUM WALLBOARD SEALANT At BOTH SIDES SCHEDULED 11 - 1-1/2' RIGID INSULATION -___.:- - 1-1/2' RIGID INSULATION E I I' METAL HAT CHANNEL I' METAL HAT CHANNEL A HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR -- s JAMB ON STUD WALL JAMB ON CMU WALL JAMB* TILT 7 1/4" HEAD* TILT 7 1/4 JAMB a TILT 7 5/8" s 10 - SCALE 3' -1'-0' - SCALE: 3' -1'-0' - SCALE: 3' -1'-0'-6.0 SCALE: 3' -1'-0' -6.0 SCALE: 3' = 1'-0' KEY (PLAN 51,8' _ -- _ - 15/8' CL TILT -UP CONCRETE PANEL SEE ELEVATIONS FOR FINISH F Sanford Public EQ. EQ. fie' WALLBOARD � � ROD AND SEALANT, BOTH SIDES' SHIM GYPSUM Safety Complex Y p GYPSUM SOUND SEALS WHERE _ ON 2' RIGID INSULATION I AT ON GLAZING SPECIFIED ° ON FURRING CHANNELS 0 3%' METAL STUDS RESILIENT FLOORING° EDGING BACKER ROD AND SEALANT ON BOTHgm STRIP, AS REQUIRED JAMB CEILING STRUT ° ° PRECAST LINTEL (SEE STRUCTURAL) o o EL. 1'-2' SIDES O__. M -- - ¢ ¢ ¢ - ALUMINUM FRAME SEE FINISH SCHEDULE - To P ALUMINUM DOOR City of Sanford, ' FOR FLOOR i FINISH MATERIAL ATFlorida SEALANT At DOOR ALUMINUM FRAME G C BOTH SIDES BOTH SIDES :. HOLLOW METAL FRAME ALIGNED WITH BACK EDGE OF PANEL ALUMINUM DOOR GLAZING 11 iT7 �7 OIL EL. 100'-0' ° a ! TOP CSF ' ; i MORTAR FILLED FRAME Design Development - ° d FLOOR SLAB1 DOOR AS HOLLOW METAL DOOR FRAME I € DOOR AS PER DOOR 100 SCHEDULED EQ. EQ. EQ. EQ. SCHEDULE Archtect hereby expressly reserves his common law copyright and other INTERIOR DOOR HOLLOWALUMINUM METAL DOOR HOLLOW METAL DOOR DOOR ALUMINUM DOOR property rights in these dawings These Drawings not be reproduced SILL TYPICAL HEAD ON CMU WALL HEAD TILT 7 5/8"r%­*�15 HEAD DETAIL GLAZING HEAD DETAIL H of thevft writtenarchitect, permission • the Covent o they arto yout tt 12 13 assignedaany�patty -6• SCALE 3' -1'-0' - SCALE= 3' -1'-0' -6• SCALE 3' -1'-0' -6- SCALE: 3' - T-0' -s• SCALE: 3' -1'-0' obtahinng written permission and consent. • revom 5 I/2' CLq.DOOR TE MASONRY UNIT 3' SEALANT AT BOTH SEE EL CONCRETE PANEL SEE ELEVATIONS FOR FINISH ALUMINUM FRAME HOLLOW METAL FRAME BEYOND%% SIDES HOLLOW METAL DOORFRAME ROD AND SEALANT, BOTH SIDES 13/4' ALUMINUM FRAME 13/4ALUMINUM DOOR 1/2' OFFSET SADDLE M JA B ANCHOR d v DOOR AS PER DOOR SCHEDULE DDDR AS SEALANT d DOOR AS .......................... SHIM SCHEDULED - GLAZING • Sheet tlt�e DOOR DETAILS SEALANT SEE ROOM FINISH — SCHEDULED ° SCHEDULE FOR a FINISH MATERIAL HOLLOW METAL FRAME ' a BATT INSULATION SLOPE iv �--- EL. 100'-0' F TOP OF _ - _ MORTAR FILLED FRAME A GYPWALLBOARD . SC 3• = 7-0. . FLOOR SLAB• - "2'r -5/8' �7v A5 BO� SIDES ON 3/e METAL STUDS dcwr1 RS '- GYPSUM WALLBOARD ON 2' • checked RAR CONCRETE SLAB RIGID INSULATION ON FURRING CHANNELS K • g0proved RAR EXTERIOR HOLLOW HOLLOW METAL DOOR HOLLOW METAL DOOR ALUMINUM DOOR ALUMINUM DOOR 0 cl&e, D-17-08 rl 6 METAL DOOR SILL r174"'\ JAMB ON CMU WALL JAMB * TILT 7 5/8" JAMB DETAIL GLAZING JAMB DETAIL • project w. 720-04 1s 20 ti3y SCALE 3' -1'-0' -s• SCALE: 3' - 1'-0' -6• SCALE: 3' -1'-0' - SCALE: 3' -1'-0' - SCALE: 3' -1'-0' • sheet A-6.04 1 2 17'-1 1/2' 3 4 4'-0' 0 I1'-10 3/4' 7 0 10-5 I/2' I Id �i Ilk 10 12 13 14 E a 0 N 15 EXTERIOR WINDOW ELEVATIONS SCALES 1/4' -1'-0' n Qe G 0V B AfChlteCtS Cr -d ftylel'S C C I.SK. Reeves V, F.A.I.A. Kevin Ratigan, AIA. Ian A Reeves, Assoc. ALA 333 N. Knowles Ave, Whter Pak, Fbrldo 32789 (407) 647-1706 1518 Hendry Street l Ft. Myers, Florida 239-461-3944 Corporate Registrahm No, AAC001197 Ai ,Br C KEY F ISanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other property rights in these drawings, These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be H assigned to any party without fist obtaining written permission and consent. M[aVA;` A' � I. J1C2t tlhE EXTERIOR WINDOW ELEVATIONS • sccie. U4' = 7-0' • Cf cwn RS checked IAR K • ClpproVed IAR •date, 11-17-08 • project no. 720-04 . sheet A -6.06a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Cl6 C2� 4'-0' CIl 5'-2' s B c2� 1'-4' C22 in Ile C23 C25 C26 C21 EXTERIOR WINDOW ELEVATIONS SCALE: 1/4' =1'-0' E G J s ..�� ?h $ ..h. � P��G'-01 G Oe V 3 ArditectS and Plant s I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, AI,A, Ian A Reeves, Assoc, AIA 333 N, Knowles Ave, Wnter Pak, Rorida 32789 (407) 647-1106 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AAC00W7 n A 8-5 C K Sanford Public Safety Complex City of Sanford, Florida Design Development - 100 Architect hereby expressly reserves his common law copyright and other property rights in these drawngs, These drawings shd not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without frst obtaining written permisson and consent. • revL§= • Sheet title EXTERIOR WINDOW ELEVATIONS • scc ie. V4' - 7-9 • craven RS • checked IAR • approved IAR . date, rl-n-08 . project no, 720-04 . sheet . A -6.06b 2 3 4 5 0 7 1n 11 19 1'� 1A 1S Z-� N7 Q A OX r 17 -_ Gr `� 77 oe B Ard teCtS old IP&nerS I,S.K, Reeves V, F.AI.A, Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AIA, 333 K Knowles Ave. Wnter Pais, Florida 32789 (407) 647-1706 CURTAINWALL CURTAINWALL CURTAINWALL CURTAINWAL L CURTAINWALL 1518 Hendry Street Ft. Myers, Fonda W901 239-461-3944 �&e� rT�* HEAD DETAIL 2 HEAD DETAIL 3 HEAD DETAIL HEAD DETAIL HEAD DETAIL �Io.AACoo,>97 V.07 , " SCALE 3 -1-0 k!..07• SCALE: 3" - 1-0 _6.0 SCALE: 3' =1'-0' 4 V.07SCALE: 3' - 1'-0' 5 -6. 7 SCALE 3" -1'-0" CIN L\ D D E A CURTAINWALL_ CURTAINWALL CURTAINWALL CURTAINWALL - s MULLION DETAIL 8 MULLION�B DETAIL MULLION DETAIL HEAD DETAIL C -6.0 SCALE 3' -1'-0" +ii J ii -6• SCALE 3' -1'-0' g -6.0 " . �_ * SCALE: 3 1 0SCALE: �o k!..07 •-,_. 3 1'-0' F Sanford Public Safety Complex D Ll City of Sanford, -- --- - G Florida zn a_ Design Development - - � 100% Architect hereby expressly reserves his CURTAINWALL C CURTAINWALL C CURTAINWALL common law copyright and other property rights in these drawings. These drawings shall not be reproduced SILL DETAIL ,2 MULLION DETAIL SILL DETAIL 14 SILL DETAIL SILL DETAIL `f the written permission and consent of the architect, riot are they to be -6.0 SCALE: 3' -1'-0' k!.07 SCALE: 3' -1'-0' , 3 -6.0 " - ,_ " SCALE 3 1 0 -6. SCALE 3' - 1-0 15 V.07$SCALE 3" -1-0 H assigned to any party without fist obtaring written permission and consent. • revisions I J • Sheet Me EXTERIOR WINDOW DETAILS - • scciet 3, a T-0` • drawn RS FaK checked M e approved m CURTAINWALL CURTAINWALL CURTAINWALL DOOR CURTAINWALL DOOR XXX • date, ll-n-oa 16 JAMB DETAIL „ JAMB DETAIL ,8 HEAD DETAIL SILL DETAIL XXXXX • project no. 720-04 ig 20 kLO7 SCALE: 3' -1'-0' _6.0 SCALE 3' -1'-0' -6.07 - �_ " SCALE: 3 1 0 - •0 ,_ . SCALE: 3 -1 0 -6• SCALE: 3 -1'-0' 0sheet A -6.07a 2 3 4 5 6 7 8 9 10 11 12 T 0 8' 16' 31' 64' FIRST FLOOR FURNITURE PLAN SCALE: 1/16" = T-0" 14 15 A C P�� 0 \ - 11 - �\ 0 - Architects and Planners I.S.K. Reeves V, L.A.I.A. Kevin Ratigan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (40/) 647-1706 1518 Hendry Street Ft, Myers, Florida .5,5901 239-461-3944 Corporate Registration No. AAC001197 BURKF HOGUE MILLS, INC. 1130 Business Center Drive, 0 1 Lake Mary, Florida 32746 407.333.2005 AA 000233 RHM JOB NO.2008.052 E F ISanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J I . sheet Lille FIRST FLOOR FURNITURE PLAN - OVERALL • scale: 1/16" = 1'-0" • drawn: KAP • checkcd: LLR K • approved: I I R . date: 00-00-08 • project no.720 . Sheet ID -1.01 1 2 J 4 5 6 7 8 9 10 11 12 13 14 15 0 4, 8' V 32' FIRST FLOOR FURNITURE PLAN SCALE: 1/8" - T-0" /_1 0 C K0 X - \ - �\ 0 - Oen , G� Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigari, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (4 07) 647-1706 1518 Hendry Strcet Ft. Myers, Florida 33901 239-461-3944 Corporate Registration No. AAC001197 BURKF HOCUE MILLS, INC. 1130 Business Center )rive, 0 I Lake Mary, Florida 32746 407.333.2005 AA -000233 BHM J013 NO.2008.052 F F Sanford Public Safety Complex C Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions 1 • sheet title FIRST FLOOR FURNITURE PLAN - PARTIAL PLAN • scale: 1/8" = 1'-0" • drawn: KAa • checked: LLR K • approved: LLR • date: 00-00-08 • project no.720 • sheer ID -1.01a L— 2 3 4 5 6 / 8 9 10 11 12 13 14 15 N 0 8' 16' 32' 64' FIRST FLOOR FURNITURE PLAN SCALE: 1/8" = T-0" FV �'4 G� B Architects and Planners I.S.K. Reeves V, F.A.I.A. Kcvin Ratigcn, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street FL. Myers, Florida 33901 2.59-461-3944 Corporate Registration No. AA000119 / C BLJRKF HOGUF VII I S, INC. 1130 Business Center Drive, D 1 Lake Mary, Florida 32/46 407.333.2005 AA -000233 BHM JOB NO.2008.052 E Sanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J • sheet tItIe FIRST FLOOR FURNITURE PLAN - PARTIAL PLAN • scale: 1/8" -- 1'-0" • drewn: KAG • checked: LLR K • approved: LLR • date: 00-00-08 • project no.720 • sheet ID -1.01b 1 2 3 4 5 6 7 8 9 10 11 12 113 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0 S' 16' 32' 64' SECOND FLOOR FURNITURE PLAN SCALE: 1/16° - T-0" A I', C Architects and Planners .S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. an A. Reeves, Assoc. A.I.A. 3,3,5 N. Knowles Ave. Winter Park, Florida :52789 (407) 647 1706 1 518 He rdry Street Fl. Myers, Florida 33901 239-4 61-394.4 13URKE HOGUE MILLS, INC. 1130 Business Center Drive, D Lake Mary, Florida 32746 407.333.2005 AA -000233 BHM JOB NO.2008.052 F Sanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J I . sheet title SECOND FLOOR FURNITURE PLAN - OVERALL • scale,: 116" = 1' 0" • drawn: KAG • checked: 1_i_R K • approved: LLR d a L e: 00-00-08 • project no.720 • sheet ID -1.02 1 2 3 4 5 6 / 8 9 10 1 1 12 13 14 15 I I I r PROP. I I EQUIP. STOR CAPTAIN STOP, 2-215 1 L II I I II L �l SEC. 2-216 LT. 2-211 I II r� -"I' SGT. --i - , �_=1J PUBLIC WTG. AREA 2-101 NEk BREAK A I --j BRIEFING 2-z10 �I rL L I I I I I I El r (,�11I �.�J I I I I I I --- i SGT l - Ml 2 -221 I II L) — -I 2-219 II J ----- Il ---- I II ------L II 1 ----1 I . I -__I 1 �% I~� I'� I ----- _iii ! 1 L J I 11 7--1 �� LT. 2-222 2-220 PUBLIC WTG. AREA 2-101 NEk BREAK A I --j BRIEFING 2-z10 �I rL L I I I I I I El r (,�11I �.�J I I I I I I --- i SGT l - Ml 2 -221 I II L) — -I GOLD II J ----- Il ---- I II ------L II 1 ----1 I ------ 1-2 L -------ll CASE I~� I'� I ----- _iii Z -Z06 2-212 WAITING - u 2-222 art_ _1 2-191A CONFERENCE u_ I J 2 -208 trt -U Ian A. Reeves, Assoc. A.I.A. PROCESSING WORK A AREA i_J � � - --F-- GRIME F---�-f=-4--F=�4- -F7-' 1-163 EXTERIOR 2-151 BREAK AREA gt012-201 Ft. Myers, Florida 33901 PUBLIC WTG. AREA 2-101 NEk BREAK A I --j BRIEFING 2-z10 �I rL L I I I I I I El r (,�11I �.�J I I I I I I --- i SGT l - Ml 2 -221 I II L) — -I I II II J ----- Il ---- I II ------L II 1 ----1 I ------ 1-2 L -------ll SGT. SGT. SGT. Z -Z06 LT. WAITING • approved: LLR 2-222 art_ _1 2-191A - U�_J Ian A. Reeves, Assoc. A.I.A. PROCESSING WORK A AREA i_J 333 N. Knowles Ave. Winter Park, Florida .52789 2K C/V GRIME (40/) 64/-1706 1-163 EXTERIOR 2-151 BREAK AREA 1 518 Hendry Street Ft. Myers, Florida 33901 PUBLIC WTG. AREA 2-101 NEk BREAK A I --j BRIEFING 2-z10 �I rL L I I I I I I El r (,�11I �.�J I I I I I I 2-209 :F I I I [-:11I I I E (111-11, iL I I I I I I IFrI I I _ I I I — I I II II J ----- Il ---- I II ------L II 1 ----1 I ------ 1-2 L -------ll SGT. SGT. SGT. Z -Z06 FILES L_J ROOM 2 -MIS -,---, LLA -I ACCRED. MGR t VOL I I • approved: LLR Kevin `�cjtigen, A.I.A. - U�_J Ian A. Reeves, Assoc. A.I.A. PROCESSING WORK A AREA II I I I I I I II II J ----- Il ---- I II ------L II 1 ----1 I ------ 1-2 L -------ll SGT. SGT. SGT. Z -Z06 Z-205 2-204 • approved: LLR Kevin `�cjtigen, A.I.A. CORRIDOR 2-191 fl LFIC �.11 - 055 EXPL. -- ,-- 2-1% STOP % ° \� /0 � VAR 2-181 MEN ; WOMEN 2-195 2-193' 0.. 2-194, -COPY/ INTERVIEW INTI=RVII=W P 2-186 z -les VEST. STOP, Z-183 - 2-192 t .I CORRIDOR — - VOL.--� 2-1918 COORD• 2-180 I tR1N1. CHAPLAIN L'T --J'1=181 T VEST. 2-119 i q__� 2-182Jj --1� INTERVIEW INTERVIEW INTERVIEW O \��--'INTERVIEWS 2-190 2-189 2-188 I --� Boa P/430 I_1 BULK EVIDENCE sheet title �\ '�(��v\ ` 5TOR IT I eCj STOP �•� -- CORRIDOR NARG � Architects and Manners 2-164 • checked: ILILR I.S.K. Rccvcs V, F.A.I.A. • approved: LLR Kevin `�cjtigen, A.I.A. - U�_J Ian A. Reeves, Assoc. A.I.A. PROCESSING WORK A AREA i_J 333 N. Knowles Ave. Winter Park, Florida .52789 2K C/V GRIME (40/) 64/-1706 1-163 EXTERIOR 2-151 BREAK AREA 1 518 Hendry Street Ft. Myers, Florida 33901 .r._, 239-461-3944 Corporate Registration __j No. MC00119 / CRIME SCENE WORK RM WEAPON C WTG. �I SECURE FILE EVID. AREA r STOP, DROP 2-203 �I 2-169 2-168 r-� CORRIDOR 2-202 COPY/ SUII STOR 2-201 I I PEN WRK AREAr,- 1-200 r - SERVER ROOM 2-110 M.I.S WORK AREA 2-111 ii � sheet title q -J L --- IT I I F I STOP �•� -- CORRIDOR ADMIN. �`.�� Ir `L z-160 , Li ^� 2-151 • checked: ILILR 2-112 • approved: LLR Ir � - U�_J • sheet ID -1.02a i_J u_ J GRIME ADMIN/ WAITING 2-151 J WOMEN .r._, RECEPTION Z-152 0 IA I.A. INT. RM OFFICE 2-150 2-149 IA. SGT. 2-139 STAIR 2 SECURE STOR. 2-153 STOP, 2-148 A. FILES 2-140 sheet title q -J L --- I 2-158 q- I F I STOP I -- CORRIDOR . scale: 1/8" = 1'-0" ROOM 2-138 • drawn: KAG 2-151 • checked: ILILR 2-112 • approved: LLR •date: 00-00-08 • project no.720 • sheet ID -1.02a i_J GRIME ANTE RM -- - ANALYST 2-111 WOMEN MEN 2-113 Qr-i1 __j BUJ INTEL. FECR" IT. - - _ OFFICE 2-131 OFFICE 2-135 00 OPEN - WORK AREA '---- ----J P.1.0 W/ STUDIO - - - -- 2-116 BLDG. INTEL. FILES I r MAINT. 2-136 IA. SGT. 2-139 STAIR 2 SECURE STOR. 2-153 STOP, 2-148 A. FILES 2-140 r -- ADMIN SECRETARY I 2-155 � REF. LIBRJ _ WORK RM.CD (� i I I I I BREAK _ AREA ADMIN 2-141 SERV. MGR 2-146 STOP, vSTOP, 2-144 2-145 A�-f7�� DEPUTY C+4IEF 2-143 CORRIDOR! 2-142 iF- 1 - - - -IL_ MECHANICAL/ ELECTRICAL 2-134 ELIU � i 00 --- WOMEN ' RR L__ WAITING PLANS REVIEW/ ° 2-131 -- MEDIA/ BA ° 2-133 2-132 r� 2-130 STOP, 4 r IL F] _.. ....... 1 SECOND FLOOR FURNITURE PLAN SCALE: 1/8" = T-0" 0 E BURKE HOCUF MILLS, INC. 1130 Business Cenler Drive, Lake, Mary, Florida 32746 407.333.2005 AA -000233 BHM JOB N0.2008.052 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written II permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J sheet title q -J L --- I 2-158 q- I F I STOP I POLIcif . scale: 1/8" = 1'-0" CHIEF • drawn: KAG 2-151 • checked: ILILR K • approved: LLR •date: 00-00-08 • project no.720 • sheet ID -1.02a ANTE RM 2-156 r -- ADMIN SECRETARY I 2-155 � REF. LIBRJ _ WORK RM.CD (� i I I I I BREAK _ AREA ADMIN 2-141 SERV. MGR 2-146 STOP, vSTOP, 2-144 2-145 A�-f7�� DEPUTY C+4IEF 2-143 CORRIDOR! 2-142 iF- 1 - - - -IL_ MECHANICAL/ ELECTRICAL 2-134 ELIU � i 00 --- WOMEN ' RR L__ WAITING PLANS REVIEW/ ° 2-131 -- MEDIA/ BA ° 2-133 2-132 r� 2-130 STOP, 4 r IL F] _.. ....... 1 SECOND FLOOR FURNITURE PLAN SCALE: 1/8" = T-0" 0 E BURKE HOCUF MILLS, INC. 1130 Business Cenler Drive, Lake, Mary, Florida 32746 407.333.2005 AA -000233 BHM JOB N0.2008.052 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written II permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J sheet title SECOND FLOOR FURNITURE PLAN - PARTIAL PLAN . scale: 1/8" = 1'-0" • drawn: KAG • checked: ILILR K • approved: LLR •date: 00-00-08 • project no.720 • sheet ID -1.02a 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 0 8' 16' 31' 64' [I H - SECOND FLOOR FURNITURE PLAN 0 L ►nm BURKF HOCUE MILLS, INC. 1130 Business Center Drive, 0 Lake Mary, Florida 32746 407.333.2005 AA -000233 BHM JOB NO.2008.052 E F ISanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J • sheet title SECOND FLOOR FURNITURE PLAN - PARTIAL PLAN scab;: 1/8" = 1'-0" • drawn: KAG • checked: LLR K • approved: LLR . date: 00-00-08 • project no.720 . Shcct ID -1.02b 2 3 4 5 6 7 8 9 10 11 12 13 14 1�D CARPET - FIELD CPT -1 CARPET - ACCENT FINISH LEGEND RESILIENT R-3 n U n TILE - EPDXY TILE ® S' 16' 32' 64' FIRST FLOOR FINISH PLAN SCALE: 1/16° - T-0° ®®®�W EMEEME TILE - FIELD MENNEN T-6 ■®®®®■ SON ��► VAS TILE - ACCENT SEALED CONCRETE SC -1 SEALED CONCRETE SC -2 A H C 9 RURKE HOCUE MILLS, INC. 1130 Rosiness Center Drive, Lake Mary, Florida 32716 407.333.2005 AA -000233 BHM JOB NO.2008.052 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J I • sheet title FIRST FLOOR FINISH PLAN - OVERALL • scale: 1/161, • drawn: KAc • checked: LLR K • approved: LLR • date: 00-00-08 • project no.720 • sheet ID -1.51 I ? S 4 F 7 8 9 10 1 1 12 13 14 1 5 CARPET - FIELD CPT-111 CARPET ACCENT CPT -2 RESILIENT - SDT R-1 RUBBER MAT IMF R-2 FINISH LEGEND RESILIENT R-3 O 00 O OTILE - EPDXY TILE U O O T-1 TILE - ACCENT T-2 TILE - FIELD T-3 EMMMME NEI I :��,���% iAr 7#WE SEALED CONCRETE SC -1 A SEALED CONCRETE SC -2 I I I I I I - - - --- I - - 5TOR I,-220 ••.•.•'• '•,. '.. :.'' •. •., STORAL 4 1=221 I , AlA :Af=,T I I ... .,. - ... .. . .. ., , ,. ... . . - - . •T�AFFIG.SCxrt. STAIR 3 W/.,SrOR... FILES — ,• • •,I-218• .:. • • � � - - i .. .. . 01 LT" - - `• .•' '.. '.• '' I-21'1 � •• ... - 0000... !V -- a S::: S 10 ' 1-216. .'' •• •' ': •' •' ': �. - ' : BRIEFING - VEST. .111 1 00 0 0... ........010, 11 0 Ile e4 ... • 000,0. 5R0'SCxT. " ' 'OPEN •WORK' CORRIDOR • '': . • � ` 1'-214 •• • AREA.. ' , 1-23Z FIRE RATED COILING 1-208 COMTER TOP DOOR ----------- ------------------- ' .. ••I-213 i .OFFICER' • • . ., .. .. . • i '. 'CDOUNTER . • , COPY. m 1' AREA =2®9 SUPERVISOR' OF- IGE ' LT " 1-206 ' • '. •• •1=212 •• . • ... .• •. .• ;• . , • �, . . • ,•. ' • •. '• ., • • • • • 5 , • . ' • • ', L-2 ' I• '204A�. ' •• 0000 •: .•• •:. •. .. •. '.. :. ,. •' '.�•, '. ,. • . ,VIEWING. PC A LT I-211 : REC JJTG . . ' ••' •. ,' •• .' •.. ." '}210 ., •, . LOBBY -101 ELEV. EQUIP. F 104 ` I °MEDICAL RM I-102 L______ INTRVW. RM. '' L1 0 4' 8' Ib' 32' GENERAL PID ARMORY 1-151 vE5TIBULE I -lig REGORD5 5TOR. -2048 A A A A A... -.A. L1 A I A A A A A A.._ --J.1 A I A A A A A A J.I :�� �-C-JC-Z-.0-T. -.�'�A �-C'��"�8.�-.t JA �-�'-Z•-Jc-JC-T. -JC-�A A A A A A A. A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A - AAAAAAAAA AA i A, .4 ; AAA AAA AAAA A AAA�u'�l DA 14/11 VE �.�j., -. A A A A A A A A A 51 VR. A A S Q •.. 'A. 1-I �� A A. A A OAIct A A °A A A PI'A. 1- A A A l��C/� A A A A A A A A A - A ,.:. A A A .,. ,. A A ,0000 .. ,� - .•:. ,,0,:,00,0., ,. 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A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A ' • , . • • • CORRIDOR 7RAINIfyC; RM .. 1-189 :[ 1.-154.1 CORRIDOR I-183 MAIL k REPORT WRITING RM 1- I T CORRIDOR 1-115A PROPERTY 8 SUPPLY 7RAININC� i ' • �• • ' 'OFFICE' • .� ,I-16'9 .. � i STO,R..' • -168, Lam_ A A A A A A A A A A A A A A A A A A A 0 O A A A A A A A A A A A A A A A A A A A YYA A A A A A A A A. -195 A A A A A A A A A A A �A AAAAA kl 5 AA R C Architects and Planners I.S.K. Reevcs V, F_.A.I.A. Kcvin fRaligcn, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32/89 (407) 647-1706 1518 Hendry Strc:c:t Fl. Myers, Florida 33901 239-461 3944 Corporate Registration No. AAC001197 SPECIAL EQUIPMNT r- STOR. 1-188 xxe_ !"l E.S.0 I TRUCK i E3URKF HOGUE MILLS, INC. I-187 i D 1130 Business Center Drive, Lake Mary, Hlorida X2746 407.333.2005 AA000233 BHV JOB NO.2008.052 ARMORY E.5.0 TACTICAL READY RM I-185 ELECTRICAL ROOM [I-1148 L SECURED CORR. ' I 1-166 I J • sheel_ tlUe FIRST FLOOR FINISH PLAN -- '.MEErNCa RM PARTIAL PLA . .. • . '. ' .. 1. � .. • , .. � • ' �;� �� � .: , , :;.. •.�'. . • • . .. • . " ' } < - 1-153 .. '.. .. •�' '� ..0 - .scale. ' %% • OFFICE - . - T 1-II(d 1•-14G W KAC 1141: [ 1-1>48 �I 14 1=15D, I-151 ra r1 WATER • checkcd: LLR an— Mimi" wpm —7,L-O K 1 1-109 f-154 > e LLR • d c1 t e: 00-00-08 FIRST FLOOR FINISH PLAN • project no.720 SCALE: 1/8" =1'-0' . sheet ID -1.51a PROPERTY 8 SUPPLY 1-li4A F- F Sanford Public _ I L- Safety Complex VEI4IGLE EVID. I I I I I I I i EL � UI UIPMNr PRO_ CES51NCx I-1�3 GSanford, i Florida Q Design Development r I Architect hereby expressly reserves Ihis common law copyright and other property rights in these MECHANICAL ' drawings These drawings shall not 1-161 be reproduced without written I II permission and consent of the I architect, nor are they to be assigned to any party without first I obtaining written permission and consent. STAIR 2 I - revisions SECURED CORR. ' I 1-166 I J • sheel_ tlUe FIRST FLOOR FINISH PLAN -- '.MEErNCa RM PARTIAL PLA . .. • . '. ' .. 1. � .. • , .. � • ' �;� �� � .: , , :;.. •.�'. . • • . .. • . " ' } < - 1-153 .. '.. .. •�' '� ..0 - .scale. ' %% • OFFICE - . - T 1-II(d 1•-14G W KAC 1141: [ 1-1>48 �I 14 1=15D, I-151 ra r1 WATER • checkcd: LLR an— Mimi" wpm —7,L-O K 1 1-109 f-154 > e LLR • d c1 t e: 00-00-08 FIRST FLOOR FINISH PLAN • project no.720 SCALE: 1/8" =1'-0' . sheet ID -1.51a 9 10 11 12 13 14 15 I I I I I I I I L----------------� FINISH LEGEND ANTIQUE APPARATUS/ MUSEUM I-Im8 CARPET - FIELD RESILIENT CPT -1 R-3 CARPET -ACCENT n U TILE - EPDXY TILE CPT -2 n T-1 RESILIENT - SDT TILE -ACCENT R-1 -- T-2 RUBBER MAT _ - i i TILE - FIELD R-2 T-3 TILE - FIELD T-6 TILE - ACCENT T-7 SEALED CONCRETE SC -1 SEALED CONCRETE SC -2 0 8' 16' 32' 16 A L SECURED CORR. I 1-166 77' I - 77 777 1 M ,— / / ✓ DA1FWOM 2 F'UBL C - .1-132 MEETNCz RM .. ., `-- .••�. ".. �:.. �• ••. •�•' / > '•• '•' "; 1-153 LT-I4_;OFFICE 2 f3-3 •6=4 B-3 5-6, l 1-11(d - .. -146 �1�14Z• 1-148'. :'-149'. 1-15m. I-151 O l - \� WATER .. 7� 1-109 .. ,. � •. , .. •� ' ' .'. •• . • . ' • • �. -- '. ' , .. � ' .� . •. " MM, (-154• , . � .. ELEC. ss , .. BULK SPEC: O -A-U O D RM 5T NT6 STO 11437 fff 1: Ell 1 14 .1-139'• I'. I=III . %% ... . CORK. CARR. > .B' COMMUNITY ' - - -5-10- 7 �'B '8 '. B 9 • 1-132 1-133. LI' -134 1-135 1-136 1-13 • :MEETING RM ' �'' •� � '. �- i 1-lm� J-2inFFICE i. - -> =- OOC :. •'CORR. ' "'1 IIS UNIFORM ---__ - - " , FIRST FLOOR FINISH PLAN. SCALE: 1/8" = T-0" EXTERIOR COURT YARD Ll 223 J I PPS G - 11 ' \\CSG G� Archilects and Planners AM in BURKE IIOGUF MILI-S, INC. 1130 Business Center Drive, Lake Mary, Florida 32/46 407.333.2005 AA -0002.53 BHM JOB NO.2008.052 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revlslons • sheet title FIRST FLOOR FINISH PLAN - PARTIAL PLAN • scale: 1/8" — 1'-0" • drawn: Knc • checked: L L R • approved: I I R • date: 00-00-08 • project no.720 • shut ID -1.51b ELEV. EQUIP. lm4 MED ICAL RM 1-Im2 �M INTRVW. RM ' [lm3 ANTIQUE APPARATUS/ MUSEUM I-Im8 CARPET - FIELD RESILIENT CPT -1 R-3 CARPET -ACCENT n U TILE - EPDXY TILE CPT -2 n T-1 RESILIENT - SDT TILE -ACCENT R-1 -- T-2 RUBBER MAT _ - i i TILE - FIELD R-2 T-3 TILE - FIELD T-6 TILE - ACCENT T-7 SEALED CONCRETE SC -1 SEALED CONCRETE SC -2 0 8' 16' 32' 16 A L SECURED CORR. I 1-166 77' I - 77 777 1 M ,— / / ✓ DA1FWOM 2 F'UBL C - .1-132 MEETNCz RM .. ., `-- .••�. ".. �:.. �• ••. •�•' / > '•• '•' "; 1-153 LT-I4_;OFFICE 2 f3-3 •6=4 B-3 5-6, l 1-11(d - .. -146 �1�14Z• 1-148'. :'-149'. 1-15m. I-151 O l - \� WATER .. 7� 1-109 .. ,. � •. , .. •� ' ' .'. •• . • . ' • • �. -- '. ' , .. � ' .� . •. " MM, (-154• , . � .. ELEC. ss , .. BULK SPEC: O -A-U O D RM 5T NT6 STO 11437 fff 1: Ell 1 14 .1-139'• I'. I=III . %% ... . CORK. CARR. > .B' COMMUNITY ' - - -5-10- 7 �'B '8 '. B 9 • 1-132 1-133. LI' -134 1-135 1-136 1-13 • :MEETING RM ' �'' •� � '. �- i 1-lm� J-2inFFICE i. - -> =- OOC :. •'CORR. ' "'1 IIS UNIFORM ---__ - - " , FIRST FLOOR FINISH PLAN. SCALE: 1/8" = T-0" EXTERIOR COURT YARD Ll 223 J I PPS G - 11 ' \\CSG G� Archilects and Planners AM in BURKE IIOGUF MILI-S, INC. 1130 Business Center Drive, Lake Mary, Florida 32/46 407.333.2005 AA -0002.53 BHM JOB NO.2008.052 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revlslons • sheet title FIRST FLOOR FINISH PLAN - PARTIAL PLAN • scale: 1/8" — 1'-0" • drawn: Knc • checked: L L R • approved: I I R • date: 00-00-08 • project no.720 • shut ID -1.51b 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CARPET - FIELD CPT -1 .',;' 1CARPET - ACCENT CPT -2 RESILIENT - SDT R-1 RUBBER MAT R-2 FINISH LEGEND RESILIENT R-3 0 00 0 0 TILE - EPDXY TILE 0 0 0 T-1 TILE - ACCENT T-2 TILE - FIELD T-3 TILE - FIELD�'WA►��� TILE - ACCENT '674 SEALED CONCRETE SC -1 Ji A .l A SEALED CONCRETE SC -2 i` EGHANIGAL 1-16� 0 13 C O e5 G� o Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. Ian A. Rccvcs, Assoc. A.I.A. 333 N. Knowlos Avc. Winter Park, Florida 32789 (407) 647--1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 �1-1•5. 1 `\ > U O U O U U U U U U U U U u U U U U "AUsm u In aw WE . U U O O O O O O O O .mow -p—, ' O O U U U U UO O O a- BUNKER ��> ; MM AW • •• ••. O O O_ O O O O O O O 0 O O O O O O O O O O O O O O O U U O O U �> C GEAR U U I-lro4 �/.!%',' %%all';�✓ f/ O U O O O O O O O O O O O O O O O BULK SPEC i-vETyT6 STOR O O O U O O O O O U __ U i U U U % U C i U O U O U O O O U O O O O - U U i� BURKE HOCUE MILLS, INC. I-ld•� .I-,139; .. . • • . • '• O U _U O ;Q D 1130 Husiness Center Drive, lorida 32746U Lake Mary, . . •.. s; OUO000000U000000000000000000000000001 O O O O O O O O O O O O X . 407.333.2005 AA -0002.5 3 \\\I HHM JOB NO.2008.052 •.• '. O o 0 0 o o O O O O O o 0 0 0 U 0 0 b.- , ..:. , 0 000 GORR. U U O OU O :.. O O_ O O O O O O O O O O O O O O O ... 0000• O O U O O O O O O O O O O O O O O O til F Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J I . sheet title FIRST FLOOR FINISH PLAN — PARTIAL PLAN scale: 1/8" = 11-011 • drawn: KAG -checked: SLR 1 FIRST FLOOR FINISH PLAN K . approved: LLR N • d a t c: 00-00-08 32' SCALE 1/8" = 1'-0" • project no.720 . sheet ID -1.51e 2 3 4 5 6 7 8 9 10 11 12 1 3 14 15 FINISH LEGEND CARPET - FIELD RESILIENT TILE - FIELD CPT -1 R-3 T-6 ' �^� .�` �•.•::•; ;�'• ::, ;, CARPET - ACCENT U n n TILE - EPDXY TILE TILE -ACCENT CPT -2 U 0T-1 T-70 Aa RESILIENT - SDT TILE - ACCENT SEALED CONCRETE R-1 T-2 SC -1 z N. RUBBER MAT i i TILE - FIELD A, A SEALED CONCRETE -�. R-2 T-3 �. �. �. �. SC -2[E r � ---------------------------- 0 C S • 'ice • 1' 41' a . . , .. •i �, ' ',. � ..ti •.,ipw}•.: .. I . may....}• . r 5 �' :4 • 244 6TAR 7 a BU K R E HOGUE MILLS INC. _ -- -- ;� --- ti.. 1130 Business Center Drive D 'i. I P, ak MaFlorida-. Mary, f- 32746 t 407.333.2-00 AA- [ .. . , • . -.,may I 7- Y: ADM • .�. I I 5 00025 ° I ,- ��iv • .••, B H M J O B N 0.2 0 0 8.0 5 2 4 r ., t1. .. i r i i 1 . r. . .. .. YIN .:•. r I .. .. .. :':.. ...:. - v_ A t SIA •• , Y 2410 �f r .r 4' , \ t ` ,. .. �OWMA..• t h I•��1 t•11t .•t ohm Sanford Public _ Safety Complex .... IiU1�l�f ' • • %"'*' y - -- �r -ter- -,F- '' •, � '•r.� u u L__-jr ---- ,r -------fir------IF------,r------- �� II �� �� � U U U u U u awl.. t U u ry - '\-.� •' ••..•.. '.` .. :, ..;, ; �' •�' ', • ., LWT •.,n'R�,J;,. Am., � , Sanford, 1r, a r C _. ,' 1�•.1 _ Florida \' .• ••~,+—,`•� 1. :.r!7.. nMF•—i•— _ Design •1 : : :\ yJ . .r Development ., Architect hereby expressly reserves ' ,,;�1,• :. �' `' ' h l his common law copyright and • ... ,_. .. ..--------- othert rights in these } .ry f r ,,' ;•J'ti°"' �,,,r<'' ' `' - - drawingsTheserrawings shall not Me ' `" i y : °�; •' be reproduced without written ,:''.. • H permission and consent of the �--_ --- ,. architect, nor are they to be ' .AOJflA10p�C.; :-f,-94 oA�01! �� • -- -' P22� assigned to any party without first obtaining written permission and ' consent. ' Qn. y '' F-1 S •• ,. , . ��, :, ,;.• •revisions 64' SECOND FLOOR FINISH PLAN SCALE: 1/16" = T-0" J sheet title SECOND FLOOR FINISH PLAN - OVERALL • scale: 1/16" = 1'-0" • drawn: KAG • checkcd: LLR K • approved: LLR . date: 00-00-08 • project no.720 • sheet ID -1.52 1 2 3 4 5 5 7 8 9 10 11 12 13 14 15 FINISH LEGEND CARPET - FIELD RESILIENT - TILE - FIELD CPT -1 R-3 T-6 CARPET - ACCENT U U U TILE - EPDXY TILE TILE - ACCENT CPT -2 O O O T-1 T-7 RESILIENT - SDT TILE - ACCENT SEALED CONCRETE R-1 T-2 SC -1 RUBBER MAT TILE - FIELD �,��,���� SEALED CONCRETE R-2 T-3 , SC -2 I / 1.0, 1.- 2j BULK EVIDENCE STOP, Z-165 !C. 1..6 A . R ENE, 4 PUBLIC WTG. AREA 2-101 NARC 2-164 CIV 2-163 EXTERIOR BREAK AREA 2-Ibl WEAPON 2-162 ..� o STOP, ., i •. POLICE. , CCW.IES • , .. 2-Ib/A . • • ' . � • . .. • 2.15 ANTE RM ADMIN/ - L WAITING ' � '' 2-151 '' ' , � � :'•• • ..,' • � •• •, •• ' •. • . , • . .. _ , ADMIN: :CRI=TAR'' --_ �, .. .. ..• • ' RECEPTION � •. .. •2-155 ' : ' -- ' ' 2-152 • ' . ' � tREF. LIBR!• • • '. WORK Rl" r. SECURE i STOP, -2=154 .. • .' . 2-153 ., '' ------ - i JA 1.4. STOP, •INT. RM OFF•lGE '1148 • ' ' , ' � �' ' '. ' , � '. . 2-150• '•• 2-149•• .. ' • • ' . i :. .. . AQl'°'IIN • 146 SE �L RV. F'1C•iR ' -STOP, -STOP, -14.4 2=145 Wry OFFICE Roots 2-14r 2.138 SGT. P.ILES•• 2-139 Z-140 DEPUTY EF -_ -. •�-1.43 '.. ORRIDOR .. . • � • ' .. :2.142 � .. '• --__ ------ -- ------ ----i r--------- -� r---- STOP, -- ------ ------ --_ --- i r- I I r --- I ii ------ --- - I I I I 2 -104.. -----------ter II II --------------Ir--- II II - - - - ------- - - - - -- r- II II Li - -----, r-------------- i i I I i 11 I I I I IILJ M I __J L_, I I _- I � I I I I I I -- - I I • •, • WAITING' PUNS'REVIEW/ ROOM,. - - _ J 2-131 ME A/ B -------- -1 r DI .O • � r 0 .. Z-130' •• LJ u A 3 C1 e - Architects G� Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin IRatigarl, A.I.A an A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida .52/89 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239 - 461 3944 niiiiii Aftlk A111111111111, BURKF HOGUF MILLS, INC. 1130 Business Center Drive, D Lake Mary, Florida 32716 40 /..5.53.2005 AA -000253 911M JOR N0.2008.052 F Sanford Public Safety Complex C Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J sheet title SECOND FLOOR FINISH PLAN - PARTIAL PLAN • scale: 1/8" = 1'-0" • drawn: KAG • checked: LLR K • approved: 1-I R • date: 00-00-08 1 SECOND FLOOR FINISH PLAN . project no.720 N 0 4' 8' Ib' 32' SCALE 1/8" = 1'-0" • sheet ID -1.52a PROP. GOLD WTG SECURE FILE EVID. f�I,IIP.•StOR .. • • :2-213: CASEAREA. � �2-212 '.' ' ' .. : • 2-203:. St0i2 DROP 2-169. Z-168 . . • .. ' . . • . • CAPTAIN -- - i STOP, ' ' STAIR 3 ;` SGT. ' SGT:''L 'SGT. 205 :-204 Lt. , • '. • , . • . • • • . .. : � , •' ' ' ' . • A • , ' , . • �• � . • :.CORRIDOR ' . • • .. � .... •. • . • .2 •'. ".• ,' •.SEC. � • 2216. ... '. � .. •• • ---- • . - � ---- lul •. ...:• : • . .. . •• • .. • .. • . • • �--------� • . _ CrOPI,/ SUPF'� - - •. � an* I�� : • • • • . • .. .' •, •• •' • ,' 7=201 -1 r 2=2.11 . ------- _ _ -- OPEN WI1C i AREA '•• 2-218. •" ,. .. .. - - •. •• ,• .• ••• .. .. ,• A. OPEN WRK. AREA f. -1 " ;. .: SGT. 2-11.9• • .. .. • '. CORRIDOR 2-197 CORRIDOR . , . 2- 2 " • - - ;OBS • Z-196. ',EXPL STOP, ' GRIME ANALYSt LT. . .2-220 .. '• .. ••�• •". •• • • .. , , , , „ , � '. ::: :� YS.R , .• . ,. .. .: 2-1i7 ..'. •'. .' ' ' " '• WOMEN I ..,, , � .„, 2.195 •: •. . - 2. - _ VEST. ” • .. . „ Z=221 CORRIDOR VOL. .WORK AREA .. ... - '•' Z-1918 COORD. • • . ••• 2.178: :: :. " , • • . ' .• 2-180 -. , -._ •: , � , - — • Lt. WAITING C.I-IAPLAIN 2-I't9 P.IA W/ 5fiUD10 ' 2-222 2-191A - VEST. Z -18Z 2 -Iib BLDG. - MAINT. - = % %% - 12 -- - - -- PUBLIC WTG. AREA 2-101 NARC 2-164 CIV 2-163 EXTERIOR BREAK AREA 2-Ibl WEAPON 2-162 ..� o STOP, ., i •. POLICE. , CCW.IES • , .. 2-Ib/A . • • ' . � • . .. • 2.15 ANTE RM ADMIN/ - L WAITING ' � '' 2-151 '' ' , � � :'•• • ..,' • � •• •, •• ' •. • . , • . .. _ , ADMIN: :CRI=TAR'' --_ �, .. .. ..• • ' RECEPTION � •. .. •2-155 ' : ' -- ' ' 2-152 • ' . ' � tREF. LIBR!• • • '. WORK Rl" r. SECURE i STOP, -2=154 .. • .' . 2-153 ., '' ------ - i JA 1.4. STOP, •INT. RM OFF•lGE '1148 • ' ' , ' � �' ' '. ' , � '. . 2-150• '•• 2-149•• .. ' • • ' . i :. .. . AQl'°'IIN • 146 SE �L RV. F'1C•iR ' -STOP, -STOP, -14.4 2=145 Wry OFFICE Roots 2-14r 2.138 SGT. P.ILES•• 2-139 Z-140 DEPUTY EF -_ -. •�-1.43 '.. ORRIDOR .. . • � • ' .. :2.142 � .. '• --__ ------ -- ------ ----i r--------- -� r---- STOP, -- ------ ------ --_ --- i r- I I r --- I ii ------ --- - I I I I 2 -104.. -----------ter II II --------------Ir--- II II - - - - ------- - - - - -- r- II II Li - -----, r-------------- i i I I i 11 I I I I IILJ M I __J L_, I I _- I � I I I I I I -- - I I • •, • WAITING' PUNS'REVIEW/ ROOM,. - - _ J 2-131 ME A/ B -------- -1 r DI .O • � r 0 .. Z-130' •• LJ u A 3 C1 e - Architects G� Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin IRatigarl, A.I.A an A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida .52/89 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 239 - 461 3944 niiiiii Aftlk A111111111111, BURKF HOGUF MILLS, INC. 1130 Business Center Drive, D Lake Mary, Florida 32716 40 /..5.53.2005 AA -000253 911M JOR N0.2008.052 F Sanford Public Safety Complex C Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J sheet title SECOND FLOOR FINISH PLAN - PARTIAL PLAN • scale: 1/8" = 1'-0" • drawn: KAG • checked: LLR K • approved: 1-I R • date: 00-00-08 1 SECOND FLOOR FINISH PLAN . project no.720 N 0 4' 8' Ib' 32' SCALE 1/8" = 1'-0" • sheet ID -1.52a 1 2 3 4 5 6 PUBLIC WTG_ AREA 1-101 - - - - - - - - - - -•-I r -------------- r------- I I II -----1 r-- II II II II II II II II II II II II u u II II II u u II u u Li FINISH LEGEND CORRIDOR 2-102 7 .2-182 ''' .• • ' . ----� r -------- II II / II II Li CARPET - FIELD RESILIENT TILE - FIELD CPT -1 R-3 T-6 •:.. . CARPET - ACCENT O O C TILE - EPDXY TILE TILE - ACCENT CPT -20 0 T-1 T-7 RESILIENT - SDT TILE - ACCENT SEALED CONCRETE R-1 - - T-2 SC -1 RUBBER MAT TILE - FIELD A SEALED CONCRETE ilii R-2 , i T-3 �. �. SC -2 0 8' 16' 32' 64' .2 .,. ., ...... .... . WAITINCt' PLANS' REVIEW/ ROOM` • • ' MEDIAIDO--------- .•..,.•. .2:131 ,' - - - - �r __� ---- •2130'• � .' :: i� ii II II --� r— I I .3-104•' ' � u II II II u Li BATt... •2.1P.B, ; BATT.. - — --'' BUNK RM. I' t i , • ,BATT. • • • � .. .• � \� ..' I • . � . � . ' • . . ' . •• 7:�, ��' •r.� . I CHIEF4 , 2-106, �1 STOR E QC/TR,4INING 2-10i 2-108 " .. ROOM TRAINING, BATT. OFFICE'. LT c111k`-3 : 2-126 • 2-109. ... • � : , ' � •. , • • ... • ; '• •' '• • •' STOR BAt7 1111 'FILESg . • 2-123 FI T. CHIEF -4 F- - - - - - - - - -- - '•z-110 ••• • .:. • . , • . • : i .. -- ADMIN Cow. ISM . COPY , . T-2--jlaa .. a,1�M ; - , .. �� 121 •�.;• •. ' S?OR '.. 2-111• • 2-112•.. ' ' ' L ------------------ ADMIN• .ASSfST• . EXTERIOR --- 2-124 OBSER. • CHIEF -5 � . 2 119 '• .• �-113 . •: • . • . 3=120 , . ;• ... . D1=PLI7Y • _... FIRE CHIEF 3TOR CHIEF 2-118' 9TO.R - STAIR 1 2=115a HL ILLL ll1J_1�_--- SECOND FLOOR FINISH PLAN SCALE: 1/8" = T-0" A C 2� \ G� o Architects and Planners I.S.K. Rcevcs V, Kevin Ratigan, !\.LA. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Avc. Winter Park, Florida 32789 (407) 647 1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461-3944 =Ask ANIL EV am M ini I BURKE HOCUE MILLS, INC. 1130 Business Center Drivc, D Lake Mary, Florida 32716 407.3.5 5,200b AA 000233 f31IM JOB N0.2008.052 E Sanford Public Safety Complex C Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J sheet title SECOND FLOOR FINISH PLAN - PARTIAL PLAN • scale: 1/8" - 1'-0" • drawn: KAG • checked: LLR K • approved: LLR • date: 00-00-08 • projec l, n o.72Q • sheet ID -1.52b 2 3 4 5 6 MENS RR 1-105 + WOMENS RR 1-106 SCALE; 3/8" = T-0" CENTRAL BREAK ROOM 1-201 SCALE: 3/8" = 1'-0" 8 9 10 11 12 13 14 KITCHEN 1-121, DAY ROOM 1-122A, + DINING RM 1228 SCALE: 3/8" = T-0° FINISH LEGEND CARPET - FIELD RESILIENT TILE - FIELD CPT -1 II T-6 tv CARPET -ACCENT• • �i►i'�!�t`►TILE - ACCENT CPT -2 0 • • •�►%i RESILIENT - SDT - - TILE - ACCENT SEALED CONCRETE R-1 T-2 SC -1 RUBBER rzurir-r7� 15 0 2' A It C P� G\ - I" �\ G - 0o Architccls and Planners I.S.K. 1Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. Ion A. Reeves, Assoc. A.I.A. 333 N. Knowles Avc. Winter Park, Florida 32789 (40 /) 647-1706 1518 Hendry Street Ft. Mycrs, Florida 33901 239-461-3944 Corporate Registration No. AA0001197 RURKF HOGUF MUS, INC. 1130 Dusiness Center Drive, D I Lake Mary, Florida 32716 407.333.2005 AA000233 1311M JOEL NO.2008.052 E Sanford Public Safety Complex G Sanford, Florida H J K Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions • sheet title, ENLARGED FINISH PLANS • scale: 3/8" — V-0" • drawn: KAP • Checked: I I R • approved: LLR • date: 00-00-08 • project no.720 • sheet ID -1.71 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 CARPET - FIELD CPT -1 4., •Y; ' CARPET - ACCENT '••F;..,. •:, CPT -2 RESILIENT - SDT R-1 RUBBER MAT R-2 FINISH LEGEND RESILIENT R-3 O n O n TILE - EPDXY TILE U U C T-1 TILE - ACCENT T-2 / TILE - FIELD T-3 I►�►�1/��'� WIN► ►i 084:Vm:► SEALED CONCRETE SC -1 A A A A SEALED CONCRETE SC -2 — / > l '5'/ / 7- //// ;o' CREW RESTROOMS 1-141 & 1-142 (SIM) 1-144 & 1-145 CREW RESTROOM SCALE: 3/8" = l'-0" MEN'S RESTROOM 1-180A, MEN'S LOCKER RM 1-1806, MEN'S SHOWER 1-180C SCALE: 3/8" = T-0" RESTROOM 1-178A LOCKER ROOM 1-1788 SHOWER 1-178C WOMEN'S RR, LOCKER RM + SHOWER F__ L.T. RESTROOM 1-118 + 1-119 W C L J SCALE= 3/8" = 1'-0" K ,c --0� I ' �De G� Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Rctigcn, A.I.A. an A. Rccvcs, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida .52/89 (407) 647-1706 1,518 Ilendry Street Ft, Myers, Florida 33901 239-461-3914 Corporate Registration No. AAC001197 H BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, Florida 32746 407.333.2005 AA -00023.5 BHM JOB NO.2008.052 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written I permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions • sheet title ENLARGED FINISH PLANS • scale: 3/8" = 1'-0" • drawn: KAa • checked: LI_K • approved: LLR • do le: 00-00-08 • project no.720 • sheet ID -1.72 00, 00, — 00, .11, " '0 oe og 00, .././ 7Cr 00, ool / //,06 00, 01 001, / 001 / ///♦ - / - 00, // 00, 00, 00, 001 01 L 0 F__ L.T. RESTROOM 1-118 + 1-119 W C L J SCALE= 3/8" = 1'-0" K ,c --0� I ' �De G� Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Rctigcn, A.I.A. an A. Rccvcs, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida .52/89 (407) 647-1706 1,518 Ilendry Street Ft, Myers, Florida 33901 239-461-3914 Corporate Registration No. AAC001197 H BURKE HOGUE MILLS, INC. 1130 Business Center Drive, Lake Mary, Florida 32746 407.333.2005 AA -00023.5 BHM JOB NO.2008.052 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written I permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions • sheet title ENLARGED FINISH PLANS • scale: 3/8" = 1'-0" • drawn: KAa • checked: LI_K • approved: LLR • do le: 00-00-08 • project no.720 • sheet ID -1.72 I I 2 3 4 1) 6 / 8 9 10 11 12 13 14 15 MEN'S 1-171 & 2-173 WOMEN'S 1-172 & 2-174 MENS f WOMENS RESTROOM SCALE: 3/8" - T-0" e IX �/­/'/ All � ['01 00, ■11M 7F ol 7 I OE r r i i „ , -------------- --- -� r � U NEI Of /,,, � r , I� „ „/ E ! Iii �yy I Wong, . . .. .... .. . - i I MI ■�I MEN11OW-900.� 1 laa���its 1 i�ArA�wa����■ Oa r IMAM OEMs I' ��■ am NEI nonil MEN'S 1-171 & 2-173 WOMEN'S 1-172 & 2-174 MENS f WOMENS RESTROOM SCALE: 3/8" - T-0" INTERVIEW RR 2-187. SCALE: 3/8" = l'-0" RESTROOM 2-116. SCALE: 3/8" = 1'-0" e IX �/­/'/ All � ['01 00, 00, 1 7F ol 7 r r i i „ , -------------- --- -� r � U Of /,,, � r J,, / / „ „/ / O . . .. .... .. . INTERVIEW RR 2-187. SCALE: 3/8" = l'-0" RESTROOM 2-116. SCALE: 3/8" = 1'-0" RESTROOM 2-128 SCALE: 3/8" =1'-0" e IX �/­/'/ All � ['01 00, 00, 1 7F ol 7 r r i i „ , -------------- --- -� Of /,,, 10 „ „ J,, / / „ „/ / O RESTROOM 2-128 SCALE: 3/8" =1'-0" F MEN'S RR 2-193 + WOMEN'S RR 2-194. SCALE: 3/8" = 1'-0" e IX �/­/'/ All � ['01 00, 00, 1 7F ol 7 r r i i „ , F MEN'S RR 2-193 + WOMEN'S RR 2-194. SCALE: 3/8" = 1'-0" WOMEN'S RR 2-133 + MEN'S RR 2-132 SCALE: 3/8" - T-0" RESTROOM 2-159 SCALE= 3/8"- 1'-0" CARPET - FIELD CPT -1 CARPET - ACCENT CPT -2 RESILIENT - SDT R-1 RUBBER MAT R-2 FINISH LEGEND RESILIENT EM R-3 O O O n TILE - EPDXY TILE U O T-1 TILE - ACCENT T-2 TILE - FIELD T-3 NONEEI I051 _5 1501 111111 ■■■� IpQ4Illr&q%��► SEALED CONCRETE SC -1 A .4 ,� ,� SEALED CONCRETE SC -2 0 C 0. v\ G� o Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 3.53 N. Knowles Ave. Winter Park, Florida 32789 (40/) 61/-1/06 1518 Hendry Street Ft. Myers, Florido 33901 2.39-461-3944 Corporate Registration No. AA0001197 DURKE ROGUE MILLS, INC. 1130 Business Center Drive, D I Lake Mary, Florida 32/46 407.333.2005 AA -000233 BHM J09 N0.2008.052 E Sanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J I . sheet title ENLARGED FINISH PLANS • scale: 3/8" — 1'-0" • drawn: KAG • checked: I_LR K • approved: LLR • d a L e: 00-00-08 • project no.720 • sheet ID -1.73 e IX �/­/'/ All � ['01 00, 00, 1 7F ol 7 „ , O WOMEN'S RR 2-133 + MEN'S RR 2-132 SCALE: 3/8" - T-0" RESTROOM 2-159 SCALE= 3/8"- 1'-0" CARPET - FIELD CPT -1 CARPET - ACCENT CPT -2 RESILIENT - SDT R-1 RUBBER MAT R-2 FINISH LEGEND RESILIENT EM R-3 O O O n TILE - EPDXY TILE U O T-1 TILE - ACCENT T-2 TILE - FIELD T-3 NONEEI I051 _5 1501 111111 ■■■� IpQ4Illr&q%��► SEALED CONCRETE SC -1 A .4 ,� ,� SEALED CONCRETE SC -2 0 C 0. v\ G� o Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 3.53 N. Knowles Ave. Winter Park, Florida 32789 (40/) 61/-1/06 1518 Hendry Street Ft. Myers, Florido 33901 2.39-461-3944 Corporate Registration No. AA0001197 DURKE ROGUE MILLS, INC. 1130 Business Center Drive, D I Lake Mary, Florida 32/46 407.333.2005 AA -000233 BHM J09 N0.2008.052 E Sanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J I . sheet title ENLARGED FINISH PLANS • scale: 3/8" — 1'-0" • drawn: KAG • checked: I_LR K • approved: LLR • d a L e: 00-00-08 • project no.720 • sheet ID -1.73 2 3 5 6 / 8 9 10 11 12 13 14 15 TRAINING OFFICE 1-169 SCALE 3/8" = 1'-0" GEN. P.D. ARMORY 1-181. SCALE 3/8" = 1'-0" VIEWING ROOM 1-205 SCALE 3/8" = 1'-0" � MAIL AND REPORT WRITING ROOM 1-170 CENTRAL BREAK ROOM SCALE 3/8" = 1'-0"01 OPEN n SCALE 3/8" = 1'-0" 0 1-201 OFFICER COUNTER 1-207 11.1 SCALE 3/8" = 1'-0" RECORDS 1-204 SCALE 3/8" = 1'-0" PSG �\q���G G� Architects and Planners I.S.K. Reeves V, F. A.I.A. Kevin Ratigan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Avc. Winter Park, Florida 32789 (407) 647-1706 1518 HendrylStreet Ft. Myers, Florida 33901 239--461-3944 Corporate Registration No. AAC001197 C E3URKE f IOGUE MILLS, INC. 1130 Husiness Center [)rive, D 0 Lake Mary, Florida 32746 407.333.2005 AA -000233 BHM JOB N0.2008.052 E Sanford Public Safety Complex c Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions F__ J •sheet Litle INTERIOR ELEVATIONS • drawn: KAG • Checked: LLR K • approved: II_R • da Le: oo-oo-os • project no.720 • sheet I D -2.02 / OPEN \ \ OFFICER COUNTER 1-207 11.1 SCALE 3/8" = 1'-0" RECORDS 1-204 SCALE 3/8" = 1'-0" PSG �\q���G G� Architects and Planners I.S.K. Reeves V, F. A.I.A. Kevin Ratigan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Avc. Winter Park, Florida 32789 (407) 647-1706 1518 HendrylStreet Ft. Myers, Florida 33901 239--461-3944 Corporate Registration No. AAC001197 C E3URKE f IOGUE MILLS, INC. 1130 Husiness Center [)rive, D 0 Lake Mary, Florida 32746 407.333.2005 AA -000233 BHM JOB N0.2008.052 E Sanford Public Safety Complex c Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions F__ J •sheet Litle INTERIOR ELEVATIONS • drawn: KAG • Checked: LLR K • approved: II_R • da Le: oo-oo-os • project no.720 • sheet I D -2.02 2 7 8 9 10 1 1 12 1,3 14 15 COPY AREA SCALE: 3/8" = T-0" 1-209 BREAK ROOM 2-120. SCALE: 3/8" = T-0° \ I/-_--_- \�__ - _-=\717 / =fT �- COPY AREA SCALE: 3/8" = T-0" 1-209 BREAK ROOM 2-120. SCALE: 3/8" = T-0° 0 BREAK AREA 2-147 SCALE: 3/8" = T-0° 1.9 fl/ M. COPY/WORK ROOM 2-121 SCALE: 3/8° = T-0" C OPEN OPEN / \ N. n I C �I E 00 REFERENCE LIBRARY/WORK ROOM 2-154. SCALE: 3/8° = T-0" 0 C 17 Archilecls and Manners I.S.K. Reeves V, F. A.I.A. Kevin Ratigan, A.I.A. Ian A. Reavis, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647 -1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461--3944 Corporate Registration No. AAC001197 E3URKE HOGUE MIL 1_S, INC. 1130 Business Center Drive, 1-ake Mary, Florida 32746 407.333.2()05 AA -000233 OHM JOB N0.2008.052 F ISanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions � •sheet title INTERIOR ELEVATIONS •scale: 3/8" - 1'-0" • drawn: KAG • checked: LLR K ° • approved: LLR • data: 00-00-08 • project no.720 • sheet ID -2.03 =fT �- 0 BREAK AREA 2-147 SCALE: 3/8" = T-0° 1.9 fl/ M. COPY/WORK ROOM 2-121 SCALE: 3/8° = T-0" C OPEN OPEN / \ N. n I C �I E 00 REFERENCE LIBRARY/WORK ROOM 2-154. SCALE: 3/8° = T-0" 0 C 17 Archilecls and Manners I.S.K. Reeves V, F. A.I.A. Kevin Ratigan, A.I.A. Ian A. Reavis, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647 -1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461--3944 Corporate Registration No. AAC001197 E3URKE HOGUE MIL 1_S, INC. 1130 Business Center Drive, 1-ake Mary, Florida 32746 407.333.2()05 AA -000233 OHM JOB N0.2008.052 F ISanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions � •sheet title INTERIOR ELEVATIONS •scale: 3/8" - 1'-0" • drawn: KAG • checked: LLR K ° • approved: LLR • data: 00-00-08 • project no.720 • sheet ID -2.03 M. COPY/WORK ROOM 2-121 SCALE: 3/8° = T-0" C OPEN OPEN / \ N. n I C �I E 00 REFERENCE LIBRARY/WORK ROOM 2-154. SCALE: 3/8° = T-0" 0 C 17 Archilecls and Manners I.S.K. Reeves V, F. A.I.A. Kevin Ratigan, A.I.A. Ian A. Reavis, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647 -1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461--3944 Corporate Registration No. AAC001197 E3URKE HOGUE MIL 1_S, INC. 1130 Business Center Drive, 1-ake Mary, Florida 32746 407.333.2()05 AA -000233 OHM JOB N0.2008.052 F ISanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions � •sheet title INTERIOR ELEVATIONS •scale: 3/8" - 1'-0" • drawn: KAG • checked: LLR K ° • approved: LLR • data: 00-00-08 • project no.720 • sheet ID -2.03 / \ N. n I C �I E 00 REFERENCE LIBRARY/WORK ROOM 2-154. SCALE: 3/8° = T-0" 0 C 17 Archilecls and Manners I.S.K. Reeves V, F. A.I.A. Kevin Ratigan, A.I.A. Ian A. Reavis, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647 -1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461--3944 Corporate Registration No. AAC001197 E3URKE HOGUE MIL 1_S, INC. 1130 Business Center Drive, 1-ake Mary, Florida 32746 407.333.2()05 AA -000233 OHM JOB N0.2008.052 F ISanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions � •sheet title INTERIOR ELEVATIONS •scale: 3/8" - 1'-0" • drawn: KAG • checked: LLR K ° • approved: LLR • data: 00-00-08 • project no.720 • sheet ID -2.03 N. n I C �I E 00 REFERENCE LIBRARY/WORK ROOM 2-154. SCALE: 3/8° = T-0" 0 C 17 Archilecls and Manners I.S.K. Reeves V, F. A.I.A. Kevin Ratigan, A.I.A. Ian A. Reavis, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647 -1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461--3944 Corporate Registration No. AAC001197 E3URKE HOGUE MIL 1_S, INC. 1130 Business Center Drive, 1-ake Mary, Florida 32746 407.333.2()05 AA -000233 OHM JOB N0.2008.052 F ISanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions � •sheet title INTERIOR ELEVATIONS •scale: 3/8" - 1'-0" • drawn: KAG • checked: LLR K ° • approved: LLR • data: 00-00-08 • project no.720 • sheet ID -2.03 REFERENCE LIBRARY/WORK ROOM 2-154. SCALE: 3/8° = T-0" 0 C 17 Archilecls and Manners I.S.K. Reeves V, F. A.I.A. Kevin Ratigan, A.I.A. Ian A. Reavis, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647 -1706 1518 Hendry Street Ft. Myers, Florida 33901 239-461--3944 Corporate Registration No. AAC001197 E3URKE HOGUE MIL 1_S, INC. 1130 Business Center Drive, 1-ake Mary, Florida 32746 407.333.2()05 AA -000233 OHM JOB N0.2008.052 F ISanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions � •sheet title INTERIOR ELEVATIONS •scale: 3/8" - 1'-0" • drawn: KAG • checked: LLR K ° • approved: LLR • data: 00-00-08 • project no.720 • sheet ID -2.03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ADMIN. CONFERENCE ROOM 2-160. SCALE: 3/8" = T-0" A CRIME SCIENCE WORK ROOM 2-167 SCALE: 3/8" = T-0" / mese i A CRIME SCIENCE WORK ROOM 2-167 SCALE: 3/8" = T-0" A B C EVIDENCE DROP 2-168. SCALE: 3/8" = T-0" COPY/SUPPLY STORAGE 2-201 SCALE: 3/8" = T-0" / mese A B C EVIDENCE DROP 2-168. SCALE: 3/8" = T-0" COPY/SUPPLY STORAGE 2-201 SCALE: 3/8" = T-0" C 0 TYPICAL BUNK ROOM SCALE: 3/8" = T-0" BREAK ROOM 2-209 (BRIEFING 2-210 SIMILAR SCALE: 3/8" = T-0" n e� \ G� O B Architects and Planners I.S.K. Reeves V, �.A.I.A. Kaviri IRatiyan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 2:59-461-3944 Corporate Registration No. AAC00119 / C BURKE HOCUE MILLS, INC. 1130 Business Center Drive, D Lake Mary, Florida 32746 40/.,5,5,5.200b AA -000233 BHM JOC3 N0.2008.052 E Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J sheet title INTERIOR ELEVATIONS . seal(': 3/8" = 1' -o„ • drawn: KAC • checked: LLR lK approved: LLR / da le: 00-00-08 • project no.720 • Sheet ID -2.04 mese C 0 TYPICAL BUNK ROOM SCALE: 3/8" = T-0" BREAK ROOM 2-209 (BRIEFING 2-210 SIMILAR SCALE: 3/8" = T-0" n e� \ G� O B Architects and Planners I.S.K. Reeves V, �.A.I.A. Kaviri IRatiyan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Florida 33901 2:59-461-3944 Corporate Registration No. AAC00119 / C BURKE HOCUE MILLS, INC. 1130 Business Center Drive, D Lake Mary, Florida 32746 40/.,5,5,5.200b AA -000233 BHM JOC3 N0.2008.052 E Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J sheet title INTERIOR ELEVATIONS . seal(': 3/8" = 1' -o„ • drawn: KAC • checked: LLR lK approved: LLR / da le: 00-00-08 • project no.720 • Sheet ID -2.04 2 3 4 5 6 7 �- LT '---------------------` - r i i I ♦ C i F_ _~ I I -------z� 5=� 8 9 10 L11 --------------------1, 12 13 14 15 A C E Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin Ratigan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1518 Hendry Street f t. Myers, Horlda 33901 239 461 3944 Corporate Registration No. AAC001197 BURKE VOGUE MILLS, INC. 11.50 Husiness Center Drive, Lake Mary, Florida 327416 407.33.5.2005 AA -000233 BHV JOB NO.2008.052 ISanford Public Safety Complex 1 SECTION K-2SECTION SCALE: 11/2" = 1'-0" KTSECTION SCALE: 11/2' = 1'-0" 4 SECTION SCALE: 11/2" = T-0" 5 SECTION SCALE: 1 1/2' = T-0" �' Sanford, Florida SCALE: 11/2' = 1'-0" 6 SECTION SCALE: 11/2' = 1'-0" Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J I . sheet title INTERIOR SECTIONS • scale: 3/4" - 1'-0" • drown: KAG • checked: LLR K approved: H_R • date: 00-00-08 7-� SECTION r8 SECTION 9 SECTION 10 SECTION • project no.720 SCALE: 11/2' = 1'-0" SCALE: 11/2" = T-0° SCALE: 1 1/2° = T-0" SCALE: 1 1/2' = T-0' • sheet ID -3.01 I 3 0 b a 7 I I 10 IN 13 14 1 5 INTERIOR CODE SCHEUDLE CARPET CODE SCHEDULE CODE MANUFACTURER STYLE # STYLE NAME TYPE COLOR WIDTH BACKING GAUGE INSTALLATION FLAME SPREAD RATING REMARKS CPT -1 PATCRAFT .08" CLASS 1 SDT B-2 TILE TBD TILE DIRECT GLUE CLASS 1 FIELD CPT -2 C &A B-3 TILE PORCELAIN TILE 3" X 3" 12' 1 .08" DIRECT GLUE CLASS 1 ACCENT CPT -3 PATCRAFT MOULDING TRIM P-5 SHERWIN WILLIAMS 3" X 3" GLOSS DIRECT GLUE CLASS 1 ACCENT BASE CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # TYPE COLOR SIZE GAUGE FLAME SPREAD RATING REMARKS B-1 JOHNSONITE MFG, RUBBER AMBER 12' .08" CLASS 1 SDT B-2 TILE TBD TILE CLASS 1 27" X 27" 3/8" CLASS 1 T-2 B-3 TILE PORCELAIN TILE 3" X 3" 12' 1 .08" 1 CLASS 1 1 FIELD RESILIENT CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # TYPE COLOR SIZE GAUGE FLAME SPREAD RATING REMARKS R-1 FORBO MFG, LINOLEUM COLOR 12' .08" CLASS 1 SDT R-2 ECOSPORTS TBD RUBBER MAT CLASS 1 27" X 27" 3/8" CLASS 1 T-2 R-3 IFORBO PORCELAIN LINOLEUM 3" X 3" 12' 1 .08" 1 CLASS 1 1 FIELD TILE CODE SCHEDULE CODE PORCELAIN TILE GROUT SETTING METHOD FLAME SPREAD RATING REMARKS MANUFACTURER MFG. LINE TYPE COLOR SIZE MFG, MFG. NO. COLOR T-1 TYPICAL WALLS P-2 EPDXY QUARTZ ACRLIC LATEX VERTICAL SURFACES SEMI -GLOSS CLASS 1 THIN SET CLASS 1 FEILD T-2 ACRLIC LATEX PORCELAIN CLASS 1 3" X 3" P-4 SHERWIN WILLIAMS THIN SET CLASS 1 FLOOR FIELD T-3 MOULDING TRIM P-5 SHERWIN WILLIAMS 3" X 3" GLOSS CLASS 1 DOOR &WINDOW FRAMES FLOOR ACCENT T-4 12" X 12" WALL FIELD T-5 12" X 12" WALL ACCENT T-6 18" X 18" FLOOR FIELD T-7 18" X 18" FLOOR ACCENT PAINT CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # TYPE COLOR FINISH/SHEEN FLAME SPREAD RATING REMARKS P-1 SHERWIN WILLIAMS ACRLIC LATEX CLASS 1 SATIN/EGGSHELL CLASS 1 TYPICAL WALLS P-2 SHERWIN WILLIAMS ACRLIC LATEX VERTICAL SURFACES SEMI -GLOSS CLASS 1 ACCENT WALL P-3 SHERWIN WILLIAMS CLASS 1 ACRLIC LATEX SEMI -GLOSS CLASS 1 ACCENT WALL P-4 SHERWIN WILLIAMS ACRLIC LATEX SEMI -GLOSS CLASS 1 MOULDING TRIM P-5 SHERWIN WILLIAMS ACRLIC LATEX GLOSS CLASS 1 DOOR &WINDOW FRAMES SEALED CONCRETE CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # TYPE COLOR FINISH/SHEEN FLAME SPREAD RATING REMARKS SC -1 TBD ACRLIC LATEX CLASS 1 TBD CLASS 1 TYPICAL FLOOR FINISH SC -2 TBD ACRLIC LATEX VERTICAL SURFACES TBD CLASS 1 BROOM BRUSH FINISH PLASTIC LAMINATE CODE SCHEDULE CODE MANUFACTURER MANUFACTURER # COLOR FINISH FLAME SPREAD RATING REMARKS PL -1 WILLSONART CLASS 1 HORIZONTAL SURFACES - COUNTER TOPS PL -2 FORMICA DECO -METAL CLASS 1 VERTICAL SURFACES FPL -3 TREE FROG VENEER CLASS 1 I ACCENT PANELS FINISH NOTES: ALL FINISHES ARE TO MEET ALL FIRE AND BUILDING CODE ORDINANCES. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA 101:10.2,2003 EDITION. 0 nt Oe5 O�� G� Architects and Planners I.S.K. Rcevcs V, I .AJ,A. Kevin f�aliyan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 64/-1/06 1 51 S Here Jry Street Ft. Myers, Florida 33901 239 461--3944 Corporate Registration No. AAC001197 BURKE HOGUE MILLS, INC. 1130 Business Center Drivc, D Lake Mary, Florida 32746 407.333.2005 AA -000233 F31IM JOR NO.2008.052 E Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions J sheet title INTERIOR CODE SCHEDULE • scale: NOT TO SCALE • drawn: KAG • checked: LLR K • approved: I I R • date: 00-00-08 • project no.720 . shcct ID -6.01 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 INTERIOR FINISH SCHEDULE DESCRIPTION ROOM # FLOORING BASE WALLS CEILINGS REMARKS NORTH SOUTH EAST WEST FIRST FLOOR LOBBY 1-101 SC -1 B-1 MEDICAL ROOM 1-102 SC -1 B-1 VICTIM INTERVIEW ROOM 1-103 SC -1 B-1 ELEVATOR EQUIPMENT 1-104 SC -1 B-1 MEN'S RESTROOM 1-105 T -2/T-3 B-2 WOMEN'S RESTROOM 1-106 T -2/T-3 B-2 COMMUNITY MEETING ROOM 1-107 CPT -1 B-1 ANTIQUE APPARATUS/MUSEUM 1-108 SC -1 B-1 WATER SERVICE ROOM 1-109 SC -1 B-1 LT -1 OFFICE 1-110 CPT -1 B-1 LT -1 BUNK 1-111 CPT -1 B-1 LT -2 OFFICE 1-112 CPT -1 B-1 LT -2 BUNK 1-113 CPT -1 B-1 LT -3 BUNK 1-114 CPT -1 B-1 LT -3 OFFICE 1-115 CPT -1 B-1 CORRIDOR 1-116 CPT -1 B-1 STAIR 1 1-117 SC -1 B-1 LT RESTROOM 1-118 T -2/T-3 B-2 LT RESTROOM 1-119 T -2/T-3 B-2 STORAGE 1-120 CPT -1 B-1 KITCHEN 1-121 T -6/T-7 B-3 DAY ROOM 1 1-122A T -6/T-7 B-3 DINING ROOM 1-122B T -6/T-7 B-3 EMS SUPPLY/STORAGE 1-123 R-3 B-1 DISPATCH 1-124 CPT -1 B-1 IT ROOM 1-125 R-1 B-1 CORRIDOR 1-126 CPT -1 B-1 HONOR GUARD 1-127 CPT -1 B-1 KITCHEN PANTRY 1-128 R-3 B-1 UNIFORM STORAGE 1-129 CPT -1 B-1 B-14 1-130 CPT -1 B-1 B-13 1-131 CPT -1 B-1 B-7 1-132 CPT -1 B-1 B-8 1-133 CPT -1 B-1 B-9 1-134 CPT -1 B-1 B-10 1-135 CPT -1 B-1 B-11 1-136 CPT -1 B-1 B-12 1-137 CPT -1 B-1 CORRIDOR 1-138 CPT -1 B-1 SPEC. EVENTS STORAGE 1-139 CPT -1 B-1 BULK STORAGE 1-140 CPT -1 B-1 CREW RESTROOM 1-141 T -2/T-3 B-2 CREW RESTROOM 1-142 T -2/T-3 B-2 ELEC. ROOM 1-143 SC -1 B-1 CREW RESTROOM 1-144 T -2/T-3 B-2 CREW RESTROOM 1-145 T -2/T-3 B-2 B-1 1-146 CPT -1 B-1 B-2 1-147 CPT -1 B-1 B-3 1-148 CPT -1 B-1 B-4 1-149 CPT -1 B-1 B-5 1-150 CPT -1 B-1 B-6 1-151 CPT -1 B-1 DAY ROOM 2 1-152 CPT -1 B-1 PUBLIC MEETING ROOM 1-153 CPT -1 B-1 CORRIDOR 1-154 CPT -1 B-1 FIRE APPARATUS BAYS 1-156 T-1 B-1 AIR COMP. 1-157 SC -1 B-1 OXYGEN 1-158 SC -1 B-1 SCBA VEST. 1-159A SC -1 B-1 SCBA WORK ROOM 1-1598 SC -1 B-1 WASH AREA 1-160 SC -1 B-1 LAUNDRY 1-161 SC -1 B-1 DECON 1-162 SC -1 B-1 EQUIPMENT/TOOL ROOM 1-163 SC -1 B-1 BUNK GEAR 1-164 SC -1 B-1 INTERIOR FINISH SCHEDULE DESCRIPTION ROOM # FLOORING BASE WALLS CEILINGS REMARKS NORTH SOUTH EAST WEST FIRST FLOOR - CONT. HAZARDOUS MAT. STORAGE 1-165 T-1 B-1 SECRURED CORRIDOR 1-166 SCA B-1 MECHANICAL 1-167 SCA B-1 TRAINING STORAGE 1-168 CPT -1 B-1 TRANING OFFICE 1-169 CPT -1 B-1 MAIL & REPORT WRITING ROOM 1-170 SCA B-1 MEN'S RESTROOM 1-171 T -2/T-3 B-2 WOMEN'S RESTROOM 1-172 T -2/T-3 B-2 VEHICLE EVID. PROCESSING 1-173 SCA B-1 PROPERTY & SUPPLY 1-174A SCA B-1 ELECTRICAL ROOM 1-1748 SCA B-1 ELEV. EQUIPMENT 1-175B SCA B-1 CORRIDOR 1-175A SCA B-1 JOINT -USE PHYSICAL AGILITY ROOM 1-176 R-2 B-1 VESTIBULE 1-177 SCA B-1 WOMEN'S RESTROOM 1-178A T -2/T-3 B-2 WOMEN'S LOCKER ROOM 1-178B T -2/T-3 B-2 WOMEN'S SHOWER 1-178C T -2/T-3 B-2 VESTIBULE 1-179 SCA B-1 MEN'S RESTROOM 1-180A T -2/T-3 B-2 MEN'S LOCKER ROOM 1-180B T -2/T-3 B-2 MEN'S SHOWER 1-180C T -2/T-3 B-2 GENERAL PD ARMORY 1-181 SCA B-1 DEFENCE TACTICTS 1-182 R-2 B-1 CORRIDOR 1-183 SCA B-1 TRAINING ROOM 1-184 CPT -1 B-1 E.S.U. TACTICAL READY ROOM 1-185 SCA B-1 ARMORY 1-186 SCA B-1 E.S.U. TRUCK 1-187 SCA B-1 SPECIAL EQUIPMENT STORAGE 1-188 SCA B-1 CORRIDOR 1-189 SC -1 B-1 INTERVIEW PROC. ROOM 1-190A T-2 B-2 SECURE VESTIBULE 1-190B SC -2 B-1 SECURED INTERVIEW 1-191 T-2 B-2 SECURED INTERVIEW 1-192 T-2 B-2 VEHICLE SALLY PORT 1-193 SC -2 B-1 ICE 1-194 SC -2 B-1 BD 1-195 SC -2 B-1 H/M STORAGE 1-196 SC -2 B-1 C.N EQUIPMENT STORAGE 1-197 SC -2 B-1 K-9 1-198A SC -2 K-9 STORAGE 1-198B SC -2 BIKE STORAGE 1-200 SC -2 CENTRAL PD BREAK ROOM 1-201 T -6/T-7 T-3 TRAFFIC SGT. W/ STORAGE 1-202A CPT -1 B-1 IT ROOM 1-202B R-1 B-1 BRIEFING 1-203 CPT -1 B-1 RECORDS 1-204A CPT -1 B-1 RECORDS STORAGE 1-2046 SCA B-1 VIEWING 1-205 CPT -1 B-1 SUPERVIOR'S OFFICE 1-206 CPT -1 B-1 OFFICE COUNTER 1-207 CPT -1 B-1 CORRIDOR 1-208 SCA B-1 COPY AREA 1-209 CPT -1 B-1 REC. WAITING 1-210 CPT -1 B-1 LT 1-211 CPT -1 B-1 LT 1-212 CPT -1 B-1 LT 1-213 CPT -1 B-1 LT 1-214 CPT -1 B-1 LT 1-215 CPT -1 B-1 LT 1-216 CPT -1 B-1 LT 1-217 CPT -1 B-1 SEC/ FILES 1-218 CPT -1 B-1 CAPTAIN 1-219 CPT -1 B-1 STORAGE 1-220/1-221 CPT -1 B-1 51, 0 C I E Architects and Planners I.S.K. Reeves V, F.A.I.A. Kevin FRctigan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32789 (407) 647-1706 1,518 Hendry Street Ft. Myers, Florida 33901 2.59-461-3944 Corporate Registration No. AAC001197 am AM Iff BURKE HOGUE W I S, INC. 1130 Business Center Drive, Lake Mary, Florida 32746 407.333.2005 AA -000233 BHM JOF3 NO.2008.052 Sanford Public Safety Complex G Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written II permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. • revisions sheet title INTERIOR FINISH SCHEDULE 1ST FLOOR • scale: NDI 10 SCALE • drawn: KAG • checked: i 1 R K . approved: 1 1 R • date: 00-00-08 • project no.720 • sheet ID -6.02 - - 1 2 3 4 5 6 I 8 9 10 11 12 13 14 15 INTERIOR FINISH SCHEDULE DESCRIPTION ROOM # FLOORING BASE WALLS CEILINGS REMARKS NORTH SOUTH EAST WEST SECOND FLOOR PUBLIC WAITING AREA 2-101 SC -1 B-1 CORRIDOR 2-102 SC -1 B-1 IT ROOM 2-103 R-1 B-1 STORAGE 2-104 CPT -1 B-1 BATT. CHIEF -1 2-105 CPT -1 B-1 BATT. CHIEF - 2 2-106 CPT -1 B-1 STORAGE 2-107 CPT -1 B-1 STORAGE 2-108 CPT -1 B-1 BATT. CHIEF - 3 2-109 CPT -1 B-1 BATT. CHIEF - 4 2-110 CPT -1 B-1 STORAGE 2-111 CPT -1 B-1 STORAGE 2-112 CPT -1 B-1 BATT. CHIEF - 5 2-113 CPT -1 B-1 STAIRS 1 2-114 SC -1 B-1 DEPUTY CHIEF 2-115 CPT -1 B-1 STORAGE 2-115A CPT -1 B-1 RESTROOM 2-116 T -2/T-3 B-2 STORAGE 2-117 CPT -1 B-1 FIRE CHIEF 2-118 CPT -1 B-1 EXTERIOR OBSER. 2-119 SC -1 B-1 BREAK AREA 2-120 CPT -1 B-1 COPYIWORK ROOM 2-121 CPT -1 B-1 ADMIN. CONFERENCE ROOM 2-122 CPT -1 B-1 STORAGE 2-123 CPT -1 B-1 ADMIN. ASSISTANT WI FILES 2-124 CPT -1 B-1 FISCAL ASSISTANT W/ FILES 2-125 CPT -1 B-1 TRANING LT. OFFICE 2-126 CPT -1 B-1 E.O.C./TRAINING ROOM 2-127 CPT -1 B-1 RESTROOM 2-128 T -2/T-3 B-2 BATT. BUNK ROOM 2-129 CPT -1 B-1 PLANS REVIEW, MEDIA, B.O. 2-130 CPT -1 B-1 WAITING ROOM 2-131 CPT -1 B-1 MEN'S RESTROOM 2-132 T -2/T-3 B-2 WOMEN'S RESTROOM 2-133 T -2/T-3 B-2 MECHANICAL/ELECTRICAL 2-134 SCA B-1 RECRMT. OFFICE 2-135 CPT -1 B-1 INTEL. FILES 2-136 CPT -1 B-1 INTEL. OFFICE 2-137 CPT -1 B-1 WAITING ROOM 2-138 CPT -1 B-1 I.A. SGT. 2-139 CPT -1 B-1 I.A. FILES 2-140 CPT -1 B-1 OFFICE 2-141 CPT -1 B-1 CORRIDOR 2-142 CPT -1 B-1 DEPUTY CHIEF 2-143 CPT -1 B-1 STORAGE 2-144 CPT -1 B-1 STORAGE 2-145 CPT -1 B-1 ADMIN. SERVICE MANAGEER 2-146 CPT -1 B-1 BREAK AREA 2-147 T-6 B-3 STORAGE 2-148 CPT -1 B-1 I.A. OFFICE 2-149 CPT -1 B-1 I.A. INTERVIEW ROOM 2-150 CPT -1 B-1 ADMIN/WAITING 2-151 CPT -1 B-1 RECEPTION 2-152 CPT -1 B-1 SECURE STORAGE 2-153 CPT -1 B-1 REF. LIBRARY/WORK ROOM 2-154 CPT -1 B-1 ADMIN SECRETARY 2-155 CPT -1 B-1 ANTE ROOM 2-156 CPT -1 B-1 POLICE CHIEF 2-157 CPT -1 B-1 STORAGE 2-158 CPT -1 B-1 RESTROOM 2-159 T -2/T-3 B-2 STORAGE 2-159A CPT -1 B-1 ADMIN CONFERENCE 2-160 CPT -1 B-1 VESTIBULE 2-160A CPT -1 B-1 EXTERIOR BREAK AREA 2-161 SC -1 B-1 WEAPON 2-162 SC -1 B-1 INTERIOR FINISH SCHEDULE DESCRIPTION ROOM # FLOORING BASE WALLS CEILINGS REMARKS NORTH SOUTH EAST WEST SECOND FLOOR - CONT. CN 2-163 SC -1 B-1 NARC 2-164 SC -1 B-1 BULK EVIDENCE STORAGE 2-165 SC -1 B-1 PROCESSING WORK AREA 2-166 T-6 T-3 CRIME SCENE WORK ROOM 2-167 T-6 T-3 EVIDENCE DROP 2-168 SC -1 B-1 SECURE FILE STORAGE 2-169 CPT -1 B-1 SERVER ROOM 2-170 R-1 B-1 M.I.S. WORK AREA 2-171 R-1 B-1 CORRIDOR 2-172 SC -1 B-1 MEN'S RESTROOM 2-173 T -2/T-3 B-2 WOMEN'S RESTROOM 2-174 T -2/T-3 B-2 BLDG MAINT. 2-175 SC -1 B-1 P.I.O. W/ STUDIO 2-176 CPT -1 B-1 CRIME ANALYST 2-177 CPT -1 B-1 OPEN WORK AREA 2-178 CPT -1 B-1 CHAPLAIN 2-179 CPT -1 B-1 VOL. COORD. 2-180 CPT -1 B-1 EXPL. STORAGE 2-181 CPT -1 B-1 VESTIBULE 2-182 SC -1 B-1 VESTIBULE 2-183 SC -1 B-1 INTERVIEW 2-184 T-6 B-3 INTERVIEW 2-185 T-6 B-3 INTERVIEW 2-186 T-6 B-3 INTERVIEW RESTROOM 2-187 T -2/T-3 B-2 INTERVIEW 2-188 T-6 B-3 INTERVIEW 2-189 T-6 B-3 INTERVIEW 2-190 T-6 B-3 WAITING 2-191A CPT -1 B-1 CORRIDOR 2-191 B SC -1 B-1 COPY/STORAGE 2-192 T-6 B-3 MEN'S RESTROOM 2-193 T -2/T-3 B-2 WOMEN'S RESTROOM 2-194 T -2/T-3 B-2 V.S.R. 2-195 CPT -1 B-1 O.B.S. 2-196 CPT -1 B-1 CORRIDOR 2-197 SC -1 B-1 ACCRED. MGR & VOL. 2-198 T-6 B-3 FILE ROOM 2-199 T-6 B-3 OPEN WORK AREA 2-200 CPT -1 B-1 COPY/CUPPLY STORAGE 2-201 CPT -1 B-1 CORRIDOR 2-202 CPT -1 B-1 WAITING AREA 2-203 CPT -1 B-1 SGT. 2-204 CPT -1 B-1 SGT. 2-205 CPT -1 B-1 SGT. 2-206 CPT -1 B-1 LT. 2-207 CPT -1 B-1 CONFERENCE ROOM 2-208 CPT -1 B-1 BREAK AREA 2-209 T-6 B-3 BRIEFING 2-210 T-6 B-3 OPEN WORK AREA 2-211 CPT -1 B-1 COLD CASE 2-212 CPT -1 B-1 PROP. EQUIP. STORAGE 2-213 CPT -1 B-1 CAPTAIN 2-214 CPT -1 B-1 STORAGE 2-215 CPT -1 B-1 SECRETARY 2-216 CPT -1 B-1 LT. 2-217 CPT -1 B-1 SGT. 2-218 CPT -1 B-1 SGT. 2-219 CPT -1 B-1 LT 2-220 CPT -1 B-1 SGT 2-221 CPT -1 B-1 LT 2-222 CPT -1 B-1 GENERAL NOTES: ALL FINISHES ARE TO MEET ALL FIRE AND BUILIND CODE ORDINANCES. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA 101:10.2, E003 EDITION. ALL FINISHES AND THEIR LOCATES ARE TO BE APPROVED BY OWNER/TENANT PRIOR TO PURCHASE AND INSTALLATION. PATCH AND REPAIR CORRIDOR FINISHES AT NEW TENANT ENTRY. PROVIDE NEW CORRIDOR FINISHES AS NECESSARY - MATCH EXISTING. Oe5 G� B Archilecls and Planners I.S.K. Reeves V, f .A.I.A. Kevin iia Ligan, A.I.A. Ian A. Reeves, Assoc. A.I.A. 333 N. Knowles Ave. Winter Park, Florida 32/89 (407) 647-1706 1518 Hendry Street Ft. M ycrs, Florida 33901 239-461-3944 Corporate Registration No. AA0001197 C 6h BURKE HOGUE MILLS, INC. 1130 Business Center Drive, D Lake Mary, Florida 32746 407.333.2005 AA -000233 BHM JOB NO.2008.052 E F Sanford Public Safety Complex Sanford, G Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings These drawings shall not be reproduced without written H permission and consent of the architect, nor are they to be assigned to any party without first obtaining written permission and consent. - revisions J sheet title INTERIOR FINISH SCHEDULE 2ND FLOOR • scale: NOT TO SCALE • drawn: KAC • checked: LLR K • approved: LLR • date: 00-00-08 • project no.720 - shcct ID -6.03 1 A D C E F C� H iJ 2 3 E, 3 5 HVAC DESIGN DATA THE REQUIRED OUTSIDE AIR FOR EACH SYSTEM WAS CALCULATED USING THE GUIDELINES SET WALL U VALUE (BTU/HR-FT-2-'F) - ROOF U VALUE (BTU/HR-FT-2-'F) - WINDOW U VALUE (BTU/HR-FT^2-'F) - WINDOW SOLAR HEAT GAIN COEFFICIENT - THE RESULTS ARE SUMMARIZED IN THE FOLLOWING TABLE: ASHRAE 62.1-2004 CALCULATIONS OUTDOOR DESIGN CONDITIONS SUMMER WINTER DB ('F) -- DB ('F) - WB ('F) 95 78 - BALL VALVE (SHOWN WITH OR WITHOUT HANDLE) AIR EF -3 BALANCING VALVE WITH PRESSURE TAPS INDOOR AREA DESIGN CONDITIONS SUMMER - - --- DB % HUMIDITY (7) WINTER DB ('F) 70 AHU-1 75 50 AHU-2 75 50 70 AHU-3 75 50 70 FCU -1 75 75 75 50 50 70 70 FCU -2 FCU -3 50 70 CAPPED END VI 0 VENTILATION REG?UIREMENTS 0 OUTDOOR AIRFLOW CALCULATIONS FOR VAV SYSTEMS THE REQUIRED OUTSIDE AIR FOR EACH SYSTEM WAS CALCULATED USING THE GUIDELINES SET FORTH IN ASHRAE STANDARD 62.1-2004 AND APPROVED ADDENDA. THE APPROPRIATE PEOPLE OUTDOOR AIR RATE (Rp) AND THE AREA OUTDOOR AIR RATES (Ra) WERE SELECTED FROM TABLE 6-1 BASED ON THE OCCUPANCY CATEGORY FOR EACH SPACE. THE SYSTEM VENTILATION EFFICIENY WAS CALCULATED USING THE EQUATIONS IN APPENDIX A FOR MULTIPLE -ZONE SYSTEMS. THE SYSTEM VENTILATION EFFICIENCY (Ev) FOR EACH AIR HANDLING UNIT WAS CALCULATED USING THE EQUATION Ev = MINIMUM (Evz). THE SYSTEM VENITLATION EFFICIENCY WAS APPLIED TO THE MINIMUM OUTDOOR AIRFLOW REQUIRED TO ENSURE THAT THE MINIMUM VENTILATION AIRFLOW WAS SUPPLIED TO EVERY ZONE AT THE ZONES' MINIMUM PRIMARY AIRFLOW. THE RESULTS ARE SUMMARIZED IN THE FOLLOWING TABLE: ASHRAE 62.1-2004 CALCULATIONS I CI M RETURN AIR EF -1 - EXPANSION COMPENSATOR OA 80x8 EF- 2 BALL VALVE (SHOWN WITH OR WITHOUT HANDLE) AIR EF -3 BALANCING VALVE WITH PRESSURE TAPS a a a UNCORRECTED OUTDOOR AIR INTAKE AIRFLOW RATE (Vou) - - - SYSTEM COOLING VENTILATION EFFICIENCY (Ev) - - - SYSTEM HEATING VENTILATION EFFICIENCY (Ev) - - - - - - REQUIRED OUTDOOR AIR INTAKE (Vot) OUTDOOR AIR INTAKE SCHEDULED AIRFLOW RATE - - - REFERENCE NOTES O1 DUCT STA11C PRESSURE TRANSDUCER FOR DDC SYSTEM WITH INSULATED 12x12 ACCESS DOOR. O2 EMERGENCY EXHAUST SWITCH. PROVIDE RED PLACARD ABOVE SWITCH WITH 1/2 INCH WHITE LETTERING WITH MESSAGE: ARMORY EMERGENCY EXHAUST SWITCH. O3 OUTSIDE AIR TEMPERATURE SENSOR FOR BMS LOCATED ON NORTH -FACING WALL, 12" BELOW SOFFIT. O4 UNDERGROUND CHILLED WATER PIPE. O HUMIDITY SENSOR FOR AHU-1 MONITORED BY THE BMS. © COORDINATE DUCTWORK WITH BEAM SUPPORTING FOLDING WALL. O7 SECURITY BARS IN DUCT WALL PENETRATION, REFER TO DETAIL. O8 DRYWELL FOR FCU CODNENSATE, REFER TO DETAIL. O9 FAN HOUSING CONNECTED AIR -TIGHT TO LOUVER PLENUM. REFER TO ARCHITECTURAL SHEETS FOR LOUVER MOUNTING HEIGHT. 10 4"0 RIGID GALVANIZED STEEL DRYER VENT, USE NO SCREWS. THE EXHAUST DUCT SHALL TERMINATE WITH A PAINTABLE WALL CAP WITH A 4" OPENING RATHER THAN THE STANDARD 2-1/2" OPENING. WALL CAP SHALL HAVE A BACKDRAFT DAMPER AND NO SCREEN. PRIME AND PAINT TO MATCH EXTERIOR. 11 CONDENSING UNIT SECURED TO HURRICANE PAD, REFER TO DETAIL. 12 SIDEWALL SUPPLY AIR DEVICE LOCATED 10'-6" AFF. PRIME AND PAINT TO MATCH CORRIDOR WALL. 13 COORDINATE THE LOCATION OF THE VAV BOXES IN THE CORRIDOR WITH THE CABLE TRAY. 14 PRIME AND PAINT THE EXTERIOR OF ALL INSULATED DUCTWORK LOCATED IN THE CORRIDOR A COLOR APPROVED BY THE ARCHITECT. HUMIDITY SENSOR FOR AHU-2 MONITORED BY THE BMS. 15 24x24 FIRE -RATED ACCESS PANEL FOR MOTORIZED DAMPER. 3EgJPoTY COOFiDNVA►TM THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL 1-1/2" THICK DUCT BOARD BOXES ABOVE THE CEILING FOR COVERT MICROPHONE ENCLOSURES. PROVIDE TYPE "N" AIR DEVICE. REFER TO SECURITY DRAWINGS FOR QUANTITY, LOCATION, AND DETAILS. 10 11 12 HVAC LEGEND SYMBOL JABBREV.1 DESCRIPTION DUCTWORK 'IPING SUPPLY DUCT RISER RETURN DUCT RISER EXHAUST DUCT RISER SUPPLY DUCT DOWN RETURN DUCT DOWN EXHAUST DUCT DOWN DUCT CONTINUES MVD MANUAL VOLUME DAMPER FD NEW FIRE DAMPER F/SD NEW FIRE/SMOKE DAMPER MOTORIZED DAMPER A.P. DUCT ACCESS PANEL DUCT RISE OR DROP IN DIRECTION OF FLOW SQUARE TO ROUND DUCT TRANSITION TERMINAL UNIT CROSS HATCHED AREA 36 INCH MINIMUM CLEARANCE FOR HEATER ACCESS. MAINTAIN CLEARANCE. FAN POWERED TERMINAL UNIT SINGLE LINE DUCTWORK BELL MOUTH TAP W/MVD MVD HAS REMOTE CONTROL IN RIGID CEILING FLEXIBLE DUCT SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE) RETURN INLET (SEE AIR DEVICE SCHEDULE) EXHAUST INLET (SEE AIR DEVICE SCHEDULE) ABOVE FINISHED FLOOR BUILDING PRESSURIZATION TABLE CC� AHU ANCHOR POINT T1) SYSTEM I AHU-1 I AHU-2 I AHU-3 PIPE GUIDE U OA OUTSIDE AIR HQ OUTSIDE AIR INTAKE PIPE ELBOW UP RETURN AIR EF -1 - EXPANSION COMPENSATOR OA 80x8 EF- 2 BALL VALVE (SHOWN WITH OR WITHOUT HANDLE) AIR EF -3 BALANCING VALVE WITH PRESSURE TAPS dlz EF -4 3 WAY AUTOMATIC CONTROL VALVE G EF -5 THERMOMETER IN WELL .ly-C EF -6 PRESSURE/TEMPERATURE TAP 100 EF -7 UNION I EF -8 EF -9 - EF -10 - -- EF-11 EF -12 REFERENCE NOTE EF -13 FLEXIBLE PIPING T TOTAL EXHAUST CAPPED END RESULTING POSITIVE PRESSURE NUMBER OF DOORS TO OUTSIDE POSITIVE PRESSURE PER DOOR REFERENCE NOTES O1 DUCT STA11C PRESSURE TRANSDUCER FOR DDC SYSTEM WITH INSULATED 12x12 ACCESS DOOR. O2 EMERGENCY EXHAUST SWITCH. PROVIDE RED PLACARD ABOVE SWITCH WITH 1/2 INCH WHITE LETTERING WITH MESSAGE: ARMORY EMERGENCY EXHAUST SWITCH. O3 OUTSIDE AIR TEMPERATURE SENSOR FOR BMS LOCATED ON NORTH -FACING WALL, 12" BELOW SOFFIT. O4 UNDERGROUND CHILLED WATER PIPE. O HUMIDITY SENSOR FOR AHU-1 MONITORED BY THE BMS. © COORDINATE DUCTWORK WITH BEAM SUPPORTING FOLDING WALL. O7 SECURITY BARS IN DUCT WALL PENETRATION, REFER TO DETAIL. O8 DRYWELL FOR FCU CODNENSATE, REFER TO DETAIL. O9 FAN HOUSING CONNECTED AIR -TIGHT TO LOUVER PLENUM. REFER TO ARCHITECTURAL SHEETS FOR LOUVER MOUNTING HEIGHT. 10 4"0 RIGID GALVANIZED STEEL DRYER VENT, USE NO SCREWS. THE EXHAUST DUCT SHALL TERMINATE WITH A PAINTABLE WALL CAP WITH A 4" OPENING RATHER THAN THE STANDARD 2-1/2" OPENING. WALL CAP SHALL HAVE A BACKDRAFT DAMPER AND NO SCREEN. PRIME AND PAINT TO MATCH EXTERIOR. 11 CONDENSING UNIT SECURED TO HURRICANE PAD, REFER TO DETAIL. 12 SIDEWALL SUPPLY AIR DEVICE LOCATED 10'-6" AFF. PRIME AND PAINT TO MATCH CORRIDOR WALL. 13 COORDINATE THE LOCATION OF THE VAV BOXES IN THE CORRIDOR WITH THE CABLE TRAY. 14 PRIME AND PAINT THE EXTERIOR OF ALL INSULATED DUCTWORK LOCATED IN THE CORRIDOR A COLOR APPROVED BY THE ARCHITECT. HUMIDITY SENSOR FOR AHU-2 MONITORED BY THE BMS. 15 24x24 FIRE -RATED ACCESS PANEL FOR MOTORIZED DAMPER. 3EgJPoTY COOFiDNVA►TM THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL 1-1/2" THICK DUCT BOARD BOXES ABOVE THE CEILING FOR COVERT MICROPHONE ENCLOSURES. PROVIDE TYPE "N" AIR DEVICE. REFER TO SECURITY DRAWINGS FOR QUANTITY, LOCATION, AND DETAILS. 10 11 12 HVAC LEGEND SYMBOL JABBREV.1 DESCRIPTION DUCTWORK 'IPING SUPPLY DUCT RISER RETURN DUCT RISER EXHAUST DUCT RISER SUPPLY DUCT DOWN RETURN DUCT DOWN EXHAUST DUCT DOWN DUCT CONTINUES MVD MANUAL VOLUME DAMPER FD NEW FIRE DAMPER F/SD NEW FIRE/SMOKE DAMPER MOTORIZED DAMPER A.P. DUCT ACCESS PANEL DUCT RISE OR DROP IN DIRECTION OF FLOW SQUARE TO ROUND DUCT TRANSITION TERMINAL UNIT CROSS HATCHED AREA 36 INCH MINIMUM CLEARANCE FOR HEATER ACCESS. MAINTAIN CLEARANCE. FAN POWERED TERMINAL UNIT SINGLE LINE DUCTWORK BELL MOUTH TAP W/MVD MVD HAS REMOTE CONTROL IN RIGID CEILING FLEXIBLE DUCT SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE) RETURN INLET (SEE AIR DEVICE SCHEDULE) EXHAUST INLET (SEE AIR DEVICE SCHEDULE) R REFRIGERANT PIPING CD CONDENSATE DRAIN PIPING -------CD------ UNDERGROUND CONDENSATE DRAIN PIPING ------- R ------ UNDERGROUND REFRIGERANT PIPING CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN ----- CHWS ---- UNDERGROUND CHILLED WATER SUPPLY ----- CHWR ---- UNDERGROUND CHILLED WATER RETURN SYMBOLS QS ABOVE FINISHED FLOOR PIPING CONTINUES CC� AHU ANCHOR POINT T1) BUILDING MANAGEMENT SYSTEM PIPE GUIDE U OA PIPE ELBOW DOWN HQ OUTSIDE AIR INTAKE PIPE ELBOW UP RETURN AIR SA EXPANSION COMPENSATOR OA 80x8 VARIABLE FREQUENCY DRIVE BALL VALVE (SHOWN WITH OR WITHOUT HANDLE) AIR BALANCING VALVE WITH PRESSURE TAPS dlz 3 WAY AUTOMATIC CONTROL VALVE G THERMOMETER IN WELL .ly-C PRESSURE/TEMPERATURE TAP 100 UNION I REFERENCE NOTE FLEXIBLE PIPING T CAPPED END R REFRIGERANT PIPING CD CONDENSATE DRAIN PIPING -------CD------ UNDERGROUND CONDENSATE DRAIN PIPING ------- R ------ UNDERGROUND REFRIGERANT PIPING CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN ----- CHWS ---- UNDERGROUND CHILLED WATER SUPPLY ----- CHWR ---- UNDERGROUND CHILLED WATER RETURN SYMBOLS QS ABOVE FINISHED FLOOR TEMPERATURE SENSOR CC� AHU CARBON DIOXIDE SENSOR T1) BUILDING MANAGEMENT SYSTEM THERMOSTAT ( OA PRESSURE SENSOR HQ OUTSIDE AIR INTAKE HUMIDISTAT RETURN AIR SA BMS TEMPERATURE SENSOR OA 80x8 VARIABLE FREQUENCY DRIVE OW M) DEVICE TAG AIRFSIZEL(INx AIR N) ®D DUCT SMOKE DETECTOR G FAN SPEED CONTROL .ly-C UNDER CUT DOOR 100 AIR FLOW AMOUNT Q REFERENCE NOTE X DETAIL NUMBER X -X SHEET DETAIL APPEARS eTYPE OF EQUIPMENT X EQUIPMENT NUMBER X SECTION NUMBER X -X SHEET SECTION APPEARS 13 14 15 HVAC ABBREVIATIONS ABBREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR AFMS AIR FLOW MONITORING STATION AHU AIR HANDLING UNIT BMS BUILDING MANAGEMENT SYSTEM CU CONDENSING UNIT OA OUTSIDE AIR ON OUTSIDE AIR INTAKE RA RETURN AIR SA SUPPLY AIR VFD VARIABLE FREQUENCY DRIVE GENERAL NOTES 1. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION AND CLEARANCE REQUIREMENTS. 2. ALL NEW SUPPLY AND RETURN DUCTWORK SHALL BE GALVANIZED STEEL, EXTERNALLY INSULATED WITH 2.2 INCH THICK, 3/4 POUND DENSITY FIBERGLASS DUCTWRAP. INSTALLED R VALUE SHALL BE A MINIMUM OF 6. SEAL ALL JOINTS AND SEAMS WITH GLASS FABRIC AND MASTIC MEETING UL 181. 3. ALL NEW EXHAUST DUCTWORK SHALL BE GALVANIZED STEEL. 4. ALL NEW TRANSFER DUCTWORK SHALL BE GALVANIZED STEEL. 5. AN INDEPENDANT CONTRACTOR SHALL PERFORM A COMPLETE CERTIFIED TEST AND BALANCE OF EACH MECHANICAL SYSTEM INCLUSIVE OF EXHAUST FANS, AIR HANDLING UNITS, VARIABLE AIR VOLUME BOXES, FAN COIL UNITS AND CEILING DEVICES. SEE SPECIFICATIONS FOR DETAILS. 6. ALL RESTROOM MAKE-UP AIR SHALL BE VIA GALVANIZED STEEL TRANSFER DUCTS AND/OR DOOR UNDERCUTS. 7. CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION OF 10 FEET FROM ANY OUTSIDE AIR INTAKE AND ANY BATHROOM EXHAUST OR VENT THROUGH THE ROOF. 8. ALL TERMINAL UNIT TEMPERATURE SENSORS/CONTROLS SHALL BE LOCATED TO ALLOW THE PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR AND MOUNTED 54" AFF. WHERE PARALLEL APPROACH IS NOT POSSIBLE, SENSORS/CONTROLS SHALL BE MOUNTED 48" AFF. 9. REFRIGERANT PIPING SIZING AND ROUTING DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL TAKE INTO ACCOUNT LENGTH OF RUN AND FIELD CONDITIONS WHEN SIZING THE PIPING TO ENSURE ALL LOSSES ARE ACCOUNTED FOR. 10. ROUTE ALL UNDERGROUND REFRIGERANT PIPING IN LONG RADIUS PVC PIPE SLEEVES. 11. PROVIDE 4 -INCH THICK CONCRETE HOUSEKEEPING PAD WITH 6 INCH BORDER ALL AROUND FOR GRADE MOUNTED CONDENSING UNITS. 12. MAXIMUM LENGTH OF FLEX DUCTWORK SHALL BE 8 FEET. 13. PROVIDE A DUCT -MOUNTED SMOKE DETECTOR IN THE SUPPLY AND RETURN OF EACH AIR HANDLING UNIT. UPON ACTIVATION OF EITHER DEVICE, THE UNIT SHALL SHUT DOWN. ALL INTERCONNECTION WIRING OF THE SMOKE DETECTORS SHALL BE BY THE MECHANICAL CONTRACTOR. 14. PROVIDE SECONDARY DRAIN PAN UNDERNEATH CEILING HUNG FAN COIL UNITS. PROVIDE FLOAT SWITCH IN THE SECONDARY DRAIN PAN THAT WILL STOP THE UNIT UPON SWITCH ACTIVATION. n124 . -8WW6200 Pb!i►v WWR 08035 a GAtYA.NRM31lMP&4 O L7rLa�CAl1�l.la?!� a ao�►�xlNce,la4uw o �l�laeriav o �le.ral�.laaoa lSK Reeves V, F.AIA. Kevin Ratigcm, A.I.A. Ian A Reeves, Assoc. ALA 333 N. Knowles Ave. Whter Pais Florida 32789 (407) 647-U06 1518 Hendry Street Ft. Myers, Fonda 33901 239-461-3944 Corporate RegstraWn Na AACOOTI97 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights In these drawings, These drawngs shall not be reproduced witho«t written permission and consent of the architect, nor are they to be assigned to any party wittiaft first cbtarrg written permission and consent. • revUcm • Sheet title LEGEND GENERAL NOTES - MECHANICAL • scde, AS SHOWN • dravvn, swc • checked swc • approved swc • dates 11-17-08 • project no. 720 . e,ee, M-001 A 11 C 0 E F Ef z J 2 3 4 5 6 7 8 9 10 11 12 13 14 N 1 FIRST FLOOR PLAN — MECHANICAL -BAL200 o GWA.VRXE=KPJL43. O uL=LCA1RiM PAS O 8WAu WLPAMPJL4M O MffA. ZU0MUXPJL � a �LINV RMPAaM 15 080351 MAIN UNL KEY PLAN Architects and Pd 'hers ISK. Reeves V, F.AIA Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AIA. 333 N. Knowles Ave. Water Pais, Rondo 32789 (407) 647-U06 1518 Hendry Street Ft. Myers, Ronda 33901 239-461-3944 Sanford Public Safety Complex ISanford, Florida Design Development Ardtitect hereby expressly reserves his corrTT= law copyright ar'd other property Vts h these drawl gs. These drawiigs shall not be reproduced with ut written perrrisson and consent of the architect, nor are they to be assigned to any party wffhout first obtdit written permission and cor>,sent. • revisions • Sheet title FIRST FLOOR PLAN - MECHANICAL • Scale, AS SHOWN • drawn, SWC • checked swc • approved swc • dates Ti -T7-08 • project no. 720 . ,ter M-101 KEY PLAN A M. L FBI E F It H J K 2 K1 4 5 n 7 0 E 10 11 12 13 14 15 .......... . . i AHU 1 ;7\25 Ehik CHANICAL W*=MCMtie' owing, Inc. hist .im.-&6Lgoo 08035 O QAWA.WUMMPA481C oK=xran. ORMAWLPAMULOW O MA. 1ffX1UXt1 f o a L ZRgR1W%PA d as ISK. Reeves V, F.AIA. Kevin Ratigan, A.I.A. kr) A Reeves, Assoc. AIA. 333 N. Knowles Ave. Whter Pak Paida 32789 (407) 647-V06 1518 HerStreet Ft. Myers Rxida 33901 239-461-3944 Sanford Public Safety Complex Sanford, Florida Design Development ArcWect hereby expressly reserves phis cannon law copyricjnt and other property rights n these drawings. These drawngs shd not be reprodmad w tho,# written permission and consent of the arcWect, nor are they to be assigned to any party withaft fist obtairrg written permssion and consent. • Sheet tltle PARTIAL FIRST FLOOR PLAN - AREA B - MECHANICAL • scale. AS SHOWN • drawn, swc • checked swc • approved, swc • dates 11-17-08 • project no, 720 • Sheet M —101 B i J 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 lh �K N 1 PARTIAL FIRST FLOOR PLAN — AREA C — MECHANICAL E -vi /s = 1 -o Architects and Plcrms ISY, Reeves V, FAIA. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc AIA. 333 N. Knowles Ave. Whter Pais, Raids 32789 (40n 647-vo6 1518 Hendrx street Ft Myers, ftcb 33901 239-461-3944 Sanford Public Safety Complex Sanford, Florida ign elopment t hereby a pressly reserves his low copyright I and other rights n these drawi)gs. These s shd not be reproduced written permission and coruent architect, nor are they to be to any party without fist g written permsssiorh and consent. 3 1 lif AI�!15C11,'? • Sheet title PARTIAL FIRST FLOOR PLAN - AREA C - MECHANICAL • scde, AS SHOWN • drawn swc • checked. swc • approved, swc • date. 1>-17-08 • project no, 720 . sheet M -101C A C All E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 4 »»� m. -5vhL 2W ��i►v >�� 08035 o �P :g431n a XML PJLLsa�. o RMAWxrNae,taaw 0 �LMR@0KPAaM l LSK Reeves V, FAL4 Kevin Ratigcr, A.I.A. Ian A Reeves, Assoc ALA 333 N. Knowles Ave. Whter Pais Ratio 32789 (407) 647-VO6 1518y Street Ft. Myers, ba 33901 239-461-3f29e4g4�r fCVo. A�i4C180P Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby e4ressly reserves his corrnai law copyright and other property rights in these d awings. These drawings shd not be reproduced without written permission and consent of the crchtect, nor cre they to be assigned to any party without first obta rg written perrrwon and consent • revisions • sheet tine FIRST FLOOR ZONES - MECHANICAL • Scale. AS SHOWN • drawn, SWC • checked SWC • approved swc • date, 11-17-08 • project no. 720 • Sheet M -101 D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A C 575 24A 2 40 40xI2O 8X1 0 Jer- D t T- -YC -4 -\1 40 7\140 E F G z J 2 N ' 04 x X 0 o 0 LO 02412 ® -- Q500 Q' 0 J � - A ,.o&Ux 7 9 ri-"PARTIAL SECOND FLOOR PLAN - AREA B - MECHANICAL IN N-102 1/8. 11-0. Arditects cnd Pdmrs I.S.K. Reeves V, FAIA Kevin Ratigan, AIA. Ian A Reeves, Assoc. ALA 333 N. Knowles Ave. Winter Pak Florida 32789 (407) 647-VO6 1518 Hendry Street Ft, Myers, Paha 33901 239-461-3944 Sanford Public Safety Complex Sanford, Florida D Design Design ig D Development el Development kcWect hereby e4xe* Ar, e ct reserves his carrion law copyright & cnd other property r roperty rots in these c1rawtVs. These d awrgs shd not be reproduced w �ut w without written permission and consent f a of the architect, nor are they to be 9 assigned to any party without first obtdft written permission 0 t and consent. sheet title PARTIAL SECOND FLOOR PLAN AREA B MECHANICAL F1' G • Scale. AS SHOWN • drawn, SWC • checked, SWC • approved swc date, 11--V-08 wi*mp Cffdff Me . ---------- -1 720 nuwrahu&A A a • project no. MATCH 08035 UNE lRr�l� M -102B 0=LamMLIPLsem► .Sheet 0 ZMAW I PAM PIN 41W KEY PLAN AWLZMoPOOMPAOM I 2 3 4 5 6 7 8 9 J 1 tK 1 r7\R-7R MWINFAI O '' 10 11 12 13 14 15 N 1 PARTIAL SECOND FLOOR PLAN — AREA C — MECHANICAL —102 1/8" - 1'-0" �Mam Cartier elopment ly l " 121241ftTah Aveoo.-s0L2oo ! p�■■■■ ; 08035 MATCH LINE — reserves his law copyright I p i�M11 (;artl leering . O � �K i431e/ w�"�1� ir4 er O K=LM�PA anawmbL ura4an a MAMONA tssOM 0 umPLZVraRMPAGM I rights h these ctawhgs. These i 10 11 12 13 14 15 N 1 PARTIAL SECOND FLOOR PLAN — AREA C — MECHANICAL —102 1/8" - 1'-0" �Mam Cartier elopment ly l " 121241ftTah Aveoo.-s0L2oo ! p�■■■■ ; 08035 MATCH LINE — reserves his law copyright I p i�M11 (;artl leering . O � �K i431e/ w�"�1� ir4 er O K=LM�PA anawmbL ura4an a MAMONA tssOM 0 umPLZVraRMPAGM I rights h these ctawhgs. These B KEY PLAN Architects and Plamers ISK. Reeves V, F.AIA. Kevin Ratigan, A.I.A. l n A Reeves, Assoc. ALA 333 N. Knowles Ave. Whter Pais Florida 32789 (407) 647-U06 1518 I-leridry Street Ft. Myers 1cx' da 33901 239-461-3944 aafion Sanford Public Safety Complex Sanford, Florida ign elopment t hereby evessy reserves his law copyright I and other rights h these ctawhgs. These s shd not be reproduced w itten permission and consent crctrtect, nor are they to be to any party without frst g written permisam and consent. • Sheet title PARTIAL SECOND FLOOR PLAN - AREA C - MECHANICAL • scales AS SH01NN • drawn. swc • cheded, swc • approved swc • date. 11-17-08 • project no. 720 . sheet M -102C A X A 21 E F A H ! J 1 IK 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 a 02 ;7 1 N1 2ND FLOOR ZONES — MECHANICAL -101 1/16" = V-0" f Wil Cartioz' B& TOA AA - WIL 200 s.20r.. 08035 rA.IMMI 4,ramin ILCAIMMULSIM AWLIPAMPAMM G\ Ell ' • • ' • - lSK Reeves V, F•AIA. Kevin Ratigan, A.I.A. kin A Reeves, Assoc. AIA. 333 N Knowles Ave. Whter Pak Paido 32789 (407 647-V06 1518F �y Street Ft. Myers, ido 33901 239-461-3944 1.61• • •• Sanford Public Safety Complex Sanford, Florida I gn lopment t hereby expressly reserves his law copyright and other rights h these drawings. These shal not be reproduced written permission and consent architect, nor are they to be to any party without frst g written permission and consent. 7&I"Ti'';1W • I)eet title SECOND FLOOR ZONES - MECHANICAL • sode, AS SHOWN • drawn swc • checked, swc • approved swc • dates 11-17-08 • project no, 720 • sheet M -102D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A C E E F G EH �J IK 2 3 4 5 6 7 8 9 10 11 12 13 14 15 PRESSURE/ WITH EXTEN INCH ABOVI VOLTEX CAST -IN-PLACE CONCRETE WALL iy6 PIPE SLEEVE, FILLED WITH D.O.T. NON -SHRINK GROUT WATERSTOP-RX 101 OR AKWASWELL BENTOSEAL 3/4" CANT WITH 1-1/2" EXTENSIONS WATERSTOP-RX 101 3" MIN (75mm) COVERAGE 12" VOLTEX RING AROUND PIPE PENETRATION SLEEVED PIPE PENETRATION NOT TO SCALE HIGH CAPACITY AUTOMATIC AIR VENT LO BALL VALVE (TYP) FROM CHILLER 2--�--I AIR SEPARATOR—' BALL VALVE DRAIN WITH HOSE BIBB AND END CAP — COMPRESSION TANK BUTTERFLY SHUT-OFF VALVE (TYP) (VALVE SHALL BE LOCATED ABOVE GRADE) BALANCING VALVE THERMOMETER (TYP) PRESSURE GUAGE W/STOP (TYP) FLEXIBLE CONNECTION (TYP) TEMPERATURE SENSOR WITH WELL. (TYP) 3/4" BALL DRAIN J VIA. IIVLL I FLANGE CONNECTION r_8"*CHILLER PIPING -50 NOT TO SCALE 1" TO FLOOR DRAIN SYSTEM RELIEF VALVE BY BY HVAC PLUMBING ------------ REDUCE PRESSURE BACKFLOW PREVENTOR PRESSURE REGULATING VALVE (SET TO 15 PSI) YO TO PUMP SUCTION ALL PIPING SHALL BE 1 INCH UNLESS OTHERWISE NOTED PIPING DIAGRAM AT COMPRESSION TANK/FILL/AIR SEPARATOR NOT TO SCALE PIPE SADDLE HAS FLARED EDGES NOTCHED TO FIT PIPE HANGER — CORNERS ARE CLIPPED PIPE HANGER (SEE SPECS; FLARED EDGES r%LL IIVJVLMHU19 Fr%OJL.J INSULATION O.D. THRU HANGER UNBROKEN r6 INSULATED PIPING HANGER NOT TO SCALE CARRIER PIPE -� BURIED PIPE COVER STEEL SLEEVE CAST IN PLACE _5 WAIthl - 50Y NOT TO SCALE THERMOMETER (TYP) MECH. ROOM B PIPE PENETRATION BUTTERFLY VALVE (TYP) BALANCING VALVE CHECK VALVE FLEXIBLE CONNECTION (TYP) STRAINER PRESSURE GUAGE (TYP) INCREASER PUMP CONCRETE INERTIA PAD WITH SPRING ISOLATORS EXISTING SLAB CONCRETE HOUSKEEPING ON GRADE PAD NOTE: PROVIDE DIFFERENTIAL PRESSURE SWITCH ACROSS PUMP FOR PUMP STATUS. PUMP INSTALATION DETAIL NOT TO SCALE UNION (TYPICAL) FLOW TO AIR FLOW CAP WITH IIAI\I BALL VALV TO PUMP SUCTION — FROM PUMI DISCHARGE PIPE INDIRE FLOOR DRA HOSE END BALL VALVE FOR COIL DRAINAGE WITH CAP /-3/8- MANUAL AIR VENT (E 5 GALLON POT FEEDER SECURE TANK TO BASE WITH REMOVABLE CLIP ANGLES 4 IN. HOUSEKEEPING BASE W/CHAMFERED EDGES CHEMICAL SHOT FEEDER NOT TO SCALE 3 -WAY AUTOMATIC TEMPERATURE CONTROL VALVE MANUAL AIR VENT THERMOMETER (TYP) PRESSURE GAUGE W/ STOP COCK (TYP) BALANCING VALVE (TYP) r BUTTERFLY VALVE (TYP) 0) MAC TCI/DCDATI IDC CCAICnD WITU WM I (TVD) STRAINER HOSE -END BALL DRAIN W/CAP. PRESSURE AND TEMPERATURE TAPS WITH EXTENSIONS TO EXTEND 1" INCH ABOVE INSULATION (TYP) CHILLED WATER COIL CONNECTION NOT TO SCALE REMOVABLE AIR HANDLING UNIT ---11— EACH DIMENSION EQUAL OR _ GREATER THAN THE NEGATIVE STATIC PRESSURE OF THE FAN TERMINATE INDIRECTLY CONDENSATE DRAIN AND P -TRAP NOT TO SCALE Me CarlhO! W7d32817 .1-90111 200 i►vt�r� 08035 o�A.PALM a =YtauL csn�ra 3�f1 o ao�w�oxr ram o �r�aRnl�w,sa� a ��.�ra�os.sanas oo. Oe � ArditectS cnd PmlerS I.S.K. Reeves V, F.AIA Kevin Ratigan, A.I.A. Ian A Reeves, Assoc ALA 333 R Knowles Ave, Wer Park Raida 32789 (407) 647406 1518 Henct-y Street Ft. Myers, Ronda 33901 239-461-3944 G«porate rte�stratbn Na AAC001197 Sanford Public Safety Complex Sanford, Florida Design AS SHOWN Development SWC Architect hereby expressly reserves his common law copyright and other property rights n these drawr�gs These drawings shd not be reproduced without written perrrtisson and consent of the architect, nor are they to be asagned to any party without first 0 tamg written permission and coruent. • Sheet title DETAILS - MECHANICAL • scale. AS SHOWN • drawn, SWC . checked. SWC • approved. swc • date. 11-17-08 • project no. 720 . teer M-501 A C D E F G H �J 1r� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1" MINI O8 ACCESS DOOR SIZED TO ACC AND REPLACE FUSIBLE LINK. 6" MAX. EAC CONCRETE II PRIME AND PAINT LOUVER AND CHANNELS COLOR SELECTED BY ARCHITECT LOUVER CONTINUOUS FORMED ALUMINUM ATTACHMENT B ANGLE FACTORY WELDED TO 'ER ONLY PERIMETER CHANNEL AND ATTACHED TO LOUVER NOTE: BLANK -OFF UNUSED PORTIONS OF LOUVER W/20 GA GALVANIZED SHEETMETAL. FINISH DUCT BOTH SIDES WITH PRIMER AND BLACK EPDXY PAINT. SECURE TO BACK OF LOUVER W/SHEETMETAL SCREWS MAX 18 INCHES ON CENTER. INSULATE BLANKOFF PANEL AND LOUVER PLENUMS W/MIN R-11 BATT INSULATION IF LOCATED IN A RETURN AIR PLENUM. -- - �- - 5 STATIONARY LOUVER —50 NOT TO SCALE NOTES 3-1 /2" x 2-1/2" x 1/4" Architect hereby expressly O1 TYPICAL DRYWALL CONSTRUCTION WELDED AT CORNERS OR ' O II EXPANSION ANCHORS 3/8" 0 O5 BREAKAWAY CONNECTION MAY CONNECT TO DUCT OR ANGLE FRAME CONTINUALLY MINIMUM 1-1/2" x 1-1/2" , 16 GAUGE STEEL RETAINING GENERAL NOTES: SLEEVE. TYP. SLEEVE ONLY, ON 8" CENTERS WITH: 3/16 1 _4 (CARBON STEEL) 1/2' 0 (MIN.) 3. 1 No. 10 SHEET METAL SCREWS. O ANNULAR SPACE BETWEEN DAMPER AND WALL PREFERRED: TYP. 3/16 OPENING SHALL BE 1/8" PER FOOT OF WIDTH 8 2. 1/4" BOLTS AND NUTS. TYP. OF DAMPER, UNLESS OTHERWISE RECOMMENDED SEAMS. SECURE ANGLES 3. MINIMUM 3/16" STEEL R�V�ALL 1. BY DAMPER MANUFACTURER. ;;�__1/2" 6" O.C. MAX. EACH WAY. SUPPLY 4. 1/2" LONG WELDS. WELD TO FRAME AND AT TYPICAL MASONRY CONSTRUCTION CROSS POINTS. 0 O3 NO CAULKING IS REQUIRED ON FIRE DAMPERS OR WELDED AT CORNERS OR SEAMS. SOLID BRICK, USE HILTI KWIK BOLT IIF77 FIRE DAMPER RETAINING ANGLES. O O UL LISTED FIRE DAMPER WITH 165 FUSIBLE LINK, SECURE DAMPER TO SLEEVE ON 8" CENTERS WITH: 1. PREFERRED: No. 10 SHEET METAL SCREWS. 2. 1/4" BOLTS AND NUTS. 3. MINIMUM 3/16" STEEL RIVETS. F.D. ACCESS DOOR SIZE DUCT WIDTH DOOR SIZE 6" THRU 18" 6"x12" 19" THRU 36" 12"x18" 37" AND ABOVE 18"x18" 4. 1/2" LONG WELDS. FIRE DAMPER ASSEMBLY NOT TO SCALE 1" MINIMUM OVER ROUND OFF BOLT HEADS OR TACK WELD TO PREVENT REMOVAL. TYPICAL BOTH SIDES OF WALL 3/16" STEEL SLEEVE CONTINUALLY WELDED AT CORNERS OR SEAMS. EXTEND +/- 3 1/2- EACH SIDE FROM WALL TYP. 10, 3/16 1-4 1/4" TO 1/2" CLEARANCE 3/16 SEALANT BETWEEN CONTINUOUS FORMED ALUM. CHANNEL AND WALL (TYP) GALVANIZED STEEL PLENUM FULL SIZE OF LOUVER DUCTWORK SLOPE PLENUM TO DRAIN MOISTURE OUT LOUVER CONTINUOUS FORMED ALUMINUM UNIVERSAL INSTALLATION CHANNELS, (4 REQ'D) INSTALLED AROUND PERIMETER OF OPENING. ArdtectS and PUT)erS I.S.K. Reeves V, FAIA. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. ALA 333 N. Knowles Ave. Whter Pals Florida 32789 (40n 647-VO6 1518 Hend-y Street Ft. Myers, Raida 33901 239-461-39�44tr Naahon AAcCorm�OOT197 3 1/2". x 2 1/2" x 1/4" 3-1 /2" x 2-1/2" x 1/4" Architect hereby expressly ANGLE FRAME CONTINUALLY 1. ANCHORAGE TO CONCRETE WALL OR WELDED AT CORNERS OR ' SEAMS. SECURE ANGLES 0 4" II EXPANSION ANCHORS 3/8" 0 ' O.C.ANGLES MUST LAP (MIN.) ANGLE FRAME CONTINUALLY they to be GENERAL NOTES: ANCHORAGE TO HOLLOW CONCRETE TYP. 3/16 1 _4 (CARBON STEEL) 1/2' 0 (MIN.) 3. ANCHORAGE TO METAL STUDS AND WELDED AT CORNERS OR GYP. BOARD WALLS, USE CARBON STEEL THROUGH BOLT, 3/8" 0 TYP. 3/16 (MIN.) 8 PROVIDE CARBON STEEL STRUCTURAL TYP. STEEL ANGLES, BARS & SHEET PER SEAMS. SECURE ANGLES ASTM A36. 1. ANCHORAGE TO CONCRETE WALL OR ;;�__1/2" 6" O.C. MAX. EACH WAY. STEEL. WELD TO FRAME AND AT CROSS POINTS. r BREAKAWAY SLIP JOINT (TYP.) ,T 1 0 4" O.C. MIN. ANGLES WELDED AT CORNERS OR SEAMS. SOLID BRICK, USE HILTI KWIK BOLT IIF77 FILL WITH FIBERGLASS MATERIAL OR FOAM. MUST LAP STRUCTURAL EXPANSION ANCHORS 3/8" 0 (MIN.) 12 10 6 g 4 OPENING 3" MINIMUM w 8" x 8" HINGED 2. ANCHORAGE TO HOLLOW CONCRETE ACCESS DOOR BLOCK, USE HILTI TOGGLE BOLT 6 (CARBON STEEL) 1 2(MIN. / � ( MIN.) MAX. 3. ANCHORAGE TO METAL STUDS AND NOTES' GYP. BOARD WALLS, USE CARBON STEEL THROUGH BOLT, 3/8" 0 (MIN.) Q HANG FROM STRUCTURE ABOVE. TOP CHORD OF JOIST. O7 RECTANGULAR TO ROUND TRANSITION. 4. PROVIDE CARBON STRUCTURAL STEEL ANGLES, BARS & SHEETS PER ASTM ® INSULATED RIGID ROUND DUCTWORK. {TYP A36. 02 PROVIDE FULL PERIMETER SUPPORT ON OUTSIDE OF SECURE SIDE INSULATION OF ALL ROUND DUCTWORK. MINIMUM WIDTH 09 INSULATED RECTANGULAR DUCTWORK. 5. WELD PER AWS D1.1, STRUCTURAL OF STRAP SHALL BE 2 INCHES. STEEL. ® VOLUME DAMPER WITH STAND-OFF FOR INSULATION 03 SUPPORT RIGID DUCTWORK ON EACH SIDE OF FLEXIBLE AND LOCKING QUADRANT PLATE. CONNECTION. 11 RECTANGULAR TAP WITH 45 DEGREE TRANSITION. a 1/2" 0 STEEL BARS AT 6" O.C. MAX. EACH WAY. ® MINIMUM 1.5 TIMES THE DIAMETER FOR ALL ELBOWS. © PROVIDE BELL MOUTH ROUND TAP. IF FLEX DUCT IS EQUAL WELD TO FRAME AND CROSS POINTS. AT 05 2 INCH BATT INSULATION OVERLAPPING EDGES OF CEILING TO OR GREATER THAN RECTANGULAR DUCT DEPTH USE Sanford Public DIFFUSERS BY 2 INCHES. METHOD "B". BREAKAWAY SLIP JOINT © DRAW—TIGHT OR SCREW TIGHT BANDS OF NON—CORROSIVE ® INSULATED SUPPLY AIR DUCTWORK. Safety Complex (TYP.) MATERIALS TO ATTACH INNER LINER OF FLEXIBLE DUCT WALL TO RIGID DUCTWORK. DUCT SECURITY BARS INSTALLATION DETAIL �-501 NOT TO SCALE 165' FUSIBLE LINK. TYPE B DAMPER. ACCESS DOOR SIZED TO ACCESS AND REPLACE FUSIBLE �� SECURED AREA LINK. L - 4 120 VOLT DAMPER ACTUATOR MOUNTED TO SLEEVE. 6" MAX. EACH SIDE FIRE DAMPER SECURED TO WALL SLEEVE WITH 1" WELD 0 4" O.C. DUCT (TYPICAL). HINGED ACCESS DOOR [8" x 8" W/O FIRE DAMPER] [18' x 18" MIN/ 24" x 24" MAX W/ FIRE DAMPER.] NOTES 0 TYPICAL DRYWALL CONSTRUCTION O2 MINIMUM 1-1/2" x 1-1/2" , 16 GAUGE STEEL RETAINING SLEEVE ONLY, ON 8" CENTERS WITH: 1. PREFFERED: No. 10 SHEET METAL SCREWS OR 1/4" BOLTS AND NUTS 2. MINIMUM 3/16" STEEL RIVETS. 3. 1/2- LONG WELDS O3 NO CAULKING IS REQUIRED ON DAMPERS OR FIRE DAMPER RETAINING ANGLES. O4 UL LISTED FIRE/SMOKE DAMPER WITH 165 FUSBLE LINK, SECURE DAMPER TO SLEEVE ON 8" CENTERS WITH: 1. PREFFERED: No. 10 SHEET METAL SCREWS OR 1/4" BOLTS AND NUTS 2. MINIMUM 3/16" STEEL RIVETS. 3. 1/2- LONG WELDS O5 ANNULAR SPACE BETWEEN DAMPER AND WALL OPENING SHALL BE 1/8" PER FOOT OF WIDTH OF DAMPER, UNLESS OTHERWISE RECOMMENDED BY DAMPER MANUFACTURER. O6 TYPICAL MASONARY CONSTRUCTION O7 BREAKAWAY CONNECTION MAY CONNECT TO DUCT OR SLEEVE. 6 FIRE SMOKE DAMPER ASSEMBLY DETAIL -50 NOT TO SCALE SOUND ATTENUATOR i 6" L 01 10 MAX. 6" FLEXIBLE CONNECTION (DIELECTRIC TYPE) ROUND OFF BOLT HEADS OR TACK — WELD TO PREVENT REMOVAL. TYPICAL BOTH SIDES OF WALL SOUND RATED WALL NOK -SECURED AREA NOTES: 3-1 /2" x 2-1/2" x 1/4" Architect hereby expressly ANGLE FRAME CONTINUALLY 1. ANCHORAGE TO CONCRETE WALL OR WELDED AT CORNERS OR SOLID BRICK, USE HILTI KWIK BOLT SEAMS. SECURE ANGLES 0 4" II EXPANSION ANCHORS 3/8" 0 ' O.C.ANGLES MUST LAP (MIN.) A STRUCTURAL OPENING 3" they to be MINIMUM 2. ANCHORAGE TO HOLLOW CONCRETE TYP. BLOCK, USE HILTI TOGGLE BOLT 3/16 1 _4 (CARBON STEEL) 1/2' 0 (MIN.) 3. ANCHORAGE TO METAL STUDS AND GYP. BOARD WALLS, USE CARBON STEEL THROUGH BOLT, 3/8" 0 TYP. 3/16 (MIN.) 4. PROVIDE CARBON STEEL STRUCTURAL TYP. STEEL ANGLES, BARS & SHEET PER ASTM A36. 0 STEEL BARS AT 5. WELD PER AWS D1.1, STRUCTURAL ;;�__1/2" 6" O.C. MAX. EACH WAY. STEEL. WELD TO FRAME AND AT CROSS POINTS. r BREAKAWAY SLIP JOINT (TYP.) ,T 1 3/16" STEEL SLEEVE CONTINUALLY WELDED AT CORNERS OR SEAMS. /4" TO 1/2" CLEARANCE FILL WITH FIBERGLASS MATERIAL OR FOAM. DUCT SECURITY BARS WFIRE DAMPER INSTALLATION DETAIL NOT TO SCALE SINGLE DIFFUSER TAPS NOT TO SCALE NOTE: L= 1/4 W (4" MINIMUM) MAIN DUCT 'ER ICH BRANCH DUCT TAKE -OFF AND DAMPER NOT TO SCALE iZ194 ei� 1�o>t Aiwa - BoiYr+.'oo �l�odrdsa 08035 a rnau�cwuruu�uramr a aaw�sr ura�ew o um�su�auKra� a m�rss.sQrwaee.raaaa Sanford, Florida Design Development AS SHOWN Architect hereby expressly reserves his common law copyright and other property rights n these drawings, These drawings shall not be reproduced without written perrYis w and coruent of the ardYtect, nor are they to be assigned to any party without fist obtai�ng written perrris�on and con,sent. Sheet tme DETAILS - MECHANICAL - Scales AS SHOWN - drawn. swc - checked Swc • approved swc - date 11-17-08 - project no. 720 - sheet M-502 A 0 C E F G H IK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8 INCH EYE & EYE STAINLESS STEEL TURNBUCKLE WITH MINIMUM 6 INCH TAKE UP FOR DISCONNECTION/ RECONNECTION OF STRAP FOR SERVICE. PROVIDE TWO STRAPS PER UNIT. (TYP) 4" TALL REINFORCED CONCRETE HOUSEKEEPING PAD 1/2" STAINLESS STEEL EYEBOLT EMBEDDED INTO CONCRETE (TYP OF 4) nnn"'r1E 2"x2"x1/2" NEOPRENE PAD AT CONTACT POINT NOTES: CONDENSING UNIT ANCHOR -50 NOT TO SCALE 12" ROUND PVC UTILITY BOX WITH SNAP SOLID LID, SIMILAR TO 14 1 2 BROOKS PRODUCTS 2200 SERIES ....._GRADIE • • •••• • •• • •• • • •• •• ••• • • 6 DRYWELL DETAIL -50 NOT TO SCALE 1/4"0 STAINLESS STEEL CABLE 114 SS SCREWS WITH GASKETED WASHERS /4" NEOPRENE PAD (TYP) DOWEL HOUSEKEEPING PAD TO SLAB CONCRETE EQUIPMENT YARD PAD BY OTHERS CONDENSATE PIPE, REFER TO PLANS FOR CONTINUATION. PROVIDE GAP 1-1/2" TO 3" PEA GRAVEL MOTOR SIDE GUARD FTT 5 DIRECT DRIVE PROPELLER FAN -50 NOT TO SCALE HANGER 3RE3 FOR RECTANGULAR DUCT MAX. SIDE HANGER HORIZONTAL SUPPORT ANGLE MAXIMUM 30" 1" x 18" GAGE STRAP NONE REQUIRED 10'-0" 36" 1/4" ROUND ROD 1/4" ROUND ROD 1-1 /2"x1-1 /2"x1 /8" 8'-0" 48" 2"x2"x1 /8" 8'-0" 60" 5/16" ROUND ROD 2"x2"x1/8" 8'-0" 84" 3/8" ROUND ROD 2"x2"0/8" NO POP RIVETS ALLOWED /4"0 x 1-1/4" HEX HEAD LAG BOLT — )P CHORD OF TRI WALL EXTERIOR FIXED LOUVER WITH BIRDSCREEN SELF TAPPING CADMIUM PLATED HEX HEAD SHEET METAL SCREW SRAPS TO BE TIGHT AGAINST DUCT. NorE: ALL AIR SUPPLY DUCT SHALL BE WRAPPED EXTERNALLY AS PER SPECIFICATIONS. 4 DUCT STRAP HANGER DETAIL -50 NOT TO SCALE THREADED ROD, SUPPORT FROM STRUCTURE (TYP OF 4) BACKDRAFT DAMPER VIBRATION ISOLATOR I II I ii I ACCOUS11CAL INSULATION RUBBER ISOLATED MOTOR L EXHAUST DUCT REMOVABLE BOTTOM SERVICE PANEL 3 TYPICAL DIRECT DRIVE CABINET FAN -50 NOT TO SCALE SPRING VIBRATION ISOLATORS SEE PLANS FOR DUCT SIZES AIR FLOW TRANSITION AS REQUIRED STEEL ROD W/THREADED ENDS (TYP. 4 PLACES) SUPPORT FROM STRUCTURE ABOVE AS REQUIRED (CORDINATE W/STRUCT.) CENTRIFUGAL INLINE EXHAUST FAN In FLEXIBLE FLEXIBLE CONNECTION (TYP. OF SUPPLY & DISCHARGE SIDES) AIR FLOW 2 INLINE CENTRIFUGAL FAN DETAIL -50 NOT TO SCALE a i Rrrun i uw i NOTES O INSULATED SUPPLY AIR DUCT. O TRANSITION TO FULL SIZE OF SUPPLY DUCT. O DRAW-11GHT OR SCREW TIGHT BAND OF NON -CORROSIVE MATERIAL TO ATTACH INNER LINER OF FLEXIBLE DUCT. O SUPPORT EACH CORNER OF VAV BOX FROM STRUCTURE ABOVE, TOP CHORD OF JOIST. O5 VARIABLE AIR VOLUME TERMINAL UNIT. O6 DAMPER ACTUATOR SUPPLIED AND INSTALLED BY TERMINAL UNIT MANUFACTURER. OCONTROL TRANSFORMER SUPPLIED AND INSTALLED BY TERMINAL UNIT MANUFACTURER. 7 PROVIDE 48" OF STRAIGHT DUCT, SAME SIZE AS VAV OUTLET, BEFORE ANY DUCT CONNECTIONS OR TRANSI1IONS (VAV O UNITS WITH HEATERS ONLY). VARIABLE AIR VOLUME TERMINAL UNIT NOT TO SCALE 1Z1�4 H 1�AOXi(A�wla'ur. - 90L 200 �PlorridAtTlBa tao0 08035 a 6Mnrn.ra41a o rrtsxcan��a�r o gonvnrox� sa�ew a ���raear a mrs,�axe.raaaa PSG\N"S�C����G Architects cnd Pkmers ISK. Reeves V, F.AIA. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. ALA 333 N, Knowles Ave. Writer Park Raida 32789 (407) 647-VO6 1518 HerckRoridayy Street Ft Myers 33901 239-461-3944 Corporate ReGOatbn Na AACoam Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights n these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be as*gned to any party without fist obtoimg written perrYissim and consent. Deet Me DETAILS - MECHANICAL • scale, AS SHOVVN drawn SWC checked. SWC • approved, swc • dates 11-n-08 - project no. 720 . sheet M-503 F-11 f:] C 11 FM F Le oH �J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DX AIR HANDLING UNIT SCHEDULE H.P. RPM - AIR HANDLING UNIT SCHEDULE MARK AHU-3 AHU-4 LOCATION ]EI - FACE AREA SQ. FT. - ROWS FINS PER INCH 4 - _ 155 TON ESTIMATE 155 TON ESTIMATE K W/TON - - - PRESSURE MODEL NUMBER MANUFACTURER ADDISON LIEBERT 460/3 (PSIG) MODEL - MINI -MATE 2 MANUFACTURER TRANE TRANE FAN CT -1 MECH. ROOM DIAPHRAGM MODEL MCCB-66 MCCB-66 TOTAL AIR FLOW CFM 600 MODEL - FAN OUTSIDE AIR FLOW CFM 600 S.P. IN. WG. (TOT./EXT.) - 0.3 EVAPORATOR -DRIVE/TYPE EVAPORATOR OOL OOOLM COIL OOMPRESSOR QUANTITY - - -- TYPE -- SCROLL SCROLL NOMINAL TONS (EA.) - - ELECTRIC REHEAT COIL NUMBER OF STAGES - - INPUT KW - CONDENSER CONTROL STEPS - VOLTS 460 3 460/3 REFRIGERANT TYPE - - ELECTRICAL AMBIENT TEMP. ('F) _ 95 95 FLA _ NUMBER OF FANS - - MAXIMUM FUSE SIZE - Ell ELECTRICAL DATA FILTERS MINIMUM CIRCUIT AMPACITY - - QUANTITY SIZE 1 - - MAX. FUSE AMPS - - ELECTRIC FIEAT CQIL TYPE THROWAWAYEll VOLTS/PHASE 460/3 460/3 UNIIT N�EMENTS EER - - - UNI T FI=OUN4NENTB OPERATING WEIGHT (LBS.) - - ACCESSORIES 1,2,3,4 1,2,3,4 ACCESSORIES ACCESSOR Es UNIT REOLM:L l!3 1. INTEGRAL UNIT ELECTRIC HEATER AND SINGLE POINT POWER CONNECTION. 1. PROVIDE SINGLE POINT POWER CONNECTION. OPERATING WEIGHT (LBS.) - - - ----- -- - 2. MANUFACTURERS DISCONNECT SWITCH. 2. PROVIDE NEOPRENE ISOLATOR PADS. ACCESSORIES -- - - 3. VERTICAL MOUNTING PEDESTAL. 4. AIR DISTRIBUTION PLENUM. 3. PROVIDE BACNET CONTROL INTERFACE WITH BUILDING DDC FILTERS 5. CONDENSATE PUMP. CONTROLS. PROVIDE ALL REQUIRED PROGRAMMING FOR QTY/SIZE(INxIN) - - 6. SUPPLY PLENUM WITH TWO-SIDED DISCHARGE. INTERFACE TO BUILDING CONTROL SYSTEM. PROVIDE FIBER - _ TYPE % EFFICIENT PLEATED/60% - - PLEATED/60% 7. HOT GAS BY-PASS. OPTIC CABLE FROM CHILLER TO BMS CONTROL PANEL ACCESSOFIES 8. ELECTRIC REHEAT. INSIDE THE BUILDING. 4. PROVIDE NON-FUSED DISCONNECT MOUNTED ON THE UNIT. 1. PROVIDE VARIABLE FREQUENCY DRIVE FOR FAN MOTOR, WITH INTEGRAL DISCONNECT AND 9. MICRO PROCESSOR CONTROL WITH MONITORING PANEL MOUNTED INSIDE OF UNIT. BYPASS. MOUNT VFD SEPARATE FROM UNIT ON WALL. 10. 12" FLOOR STAND.2. NOTES PROVIDE DOUBLE WALL CONSTRUCTION. 11. NETWORK INTERFACE CARD, FACTORY MOUNTED, FOR REMOTE MONITORING. 1. SECURE CHILLER TO CONCRETE PAD. CHILLER SHALL BE 3. PROVIDE HIGH EFFECIENCY OPEN DRIP PROOF FAN MOTOR RATED FOR VFD OPERATION. 12. REMOTE THERMOSTAT. ENCLOSED IN A HURRICANE HARDENED LOUVERED 13. PROVIDE BMS INTERFACE. UNIT SHALL SEND A SUMMARY ALARM TO THE BMS WHEN STRUCTURE. A PROBLEM OCCURS. NOTES NOTES 1. PROVIDE MIXING BOX WITH AND COOLING COIL SECTION, ACCESS SECTION AND FAN SECTION. 2. SELECT FANS WITH FILTERS 50� LOADED. (MID-LIFE). 1. MOUNT UNIT ON VERTICAL MOUNTING PEDESTAL WITH NEOPRENE PADS LOCATED AT 3. AHU-1 SHALL BE DEMOUNTABLE AND ASSEMBLED IN THE FIELD. ALL SECTIONS SHALL PASS EACH CORNER. MOUNT PEDESTAL ON CONCRETE HOUSEKEEPING PAD. THROUGH MECH ROOM DOUBLE DOORS. 2. MOUNT ABOVE THE CEILING. 4. AHU-2 AND AHU-3 SHALL BE DEMOUNTABLE AND ASSEMBLED IN THE FIELD. ALL SECTIONS SHALL 3. AHU FAN SHALL RUN CONTINUOUSLY. PASS THROUGH SINGLE DOORS AND ELEVATORS. 4. PROVIDE SPECIAL FEATURE ADD NUMBER E-6045-1 FOR SUPPLY VOLTAGE OF 230/1. 5. PROVIDE A SUPPLY AIR DUCT MOUNTED SMOKE DETECTOR WITH REMOTE ALARM INDICATOR AND TEST STATION. REFER TO PLANS FOR ALARM INDICATOR AND TEST STATION LOCATIONS. COMPRESSION TANK SCHEDULE PUMP SCHEDULE MARK P -1A P -1B AIR COOLED CONDENSING UNIT SCHEDULE PIMP [MARK CU -3 CU -4 LOCATION OUTSIDE ON GRADE OUTSIDE ON GRADE MANUFACTURER ADDISON LIEBERT MODEL NUMBER - ACCESS COMPRESSER 1. PROVIDE FLOOR MOUNTING LEGS. UNIT RF_OU�ENTS CONDENSER FAN F-NUMBER FANS 1 AIR SEPARATOR ETRIICALL -VOLTAGE/PHASE 460/3 460/3 -- _ MARK AS -1 AE8 FLA _ MAXIMUM FUSE SIZE - MANUFACTURER BELL & GOSSETT 1 - UNIT REOUIFEMENTS _ MODEL ROLAIRTROL - _ NOTES UNIT WEIGHT LBS - 1. MOUNT ON CONCRETE HOUSEKEEPING PAD WITH 6 ACCESSORIES 1,2 INCH BORDER ALL AROUND. COORDINATE HEIGHT OF NOTES 1 PAD WITH PIPING APPURTENANCE CLEARANCE AND ACCESSORIES ELEVATIONS. NOTES 1. ANTI -SHORT -CYCLE TIMER. 9. HIGH PRESSURE SWITCH. 2. BMS INTERFACE. UNIT SHALL SEND A 10. LIQUID LINE FILTER DRIER. 1. ASME BPVC SECTION VIII, DIV. 1 SUMMARY ALARM TO THE BMS WHEN A 11. LOW AMBIENT PRESSURE CONTROL. STAMPED 125 PSI GAGE WORKING PROBLEM OCCURS. 12. HOT GAS BY-PASS. PRESSURE. 3. TIME DELAY RELAY. 13. COPPER CONDENSER COIL TUBES. 4. VIBRATION ISOLATION. 14. HEAD PRESSURE CONTROL. 5. ANTI -SHORT -CYCLE TIMER. 6. DISCONNECT SWITCH. 7. REFRIGERANT SHUT-OFF TYPE SERVICE VALVES. 8. LOW PRESSURE SWITCH. NOTES 1. MOUNT ON 4 INCH HIGH, 6 INCH BORDER CONCRETE HOUSEKEEPING PAD. SECURE TO PAD. UNIT SHALL BE ENCLOSED IN A HURRICANE HARDENED LOUVERED STRUCTURE. ENT. AIR TEMP. DB WB 55.2 55.0 LVG. AIR TEMP. (DB/WB) - BELT H.P. RPM - VOLTS � 460 3 460 3 ENT. AIR TEMP. DB WB 55.2 55.0 LVG. AIR TEMP. (DB/WB) - SENS. CAPACITY MBH - TOTAL CAPACITY MBH - 8 TONS FACE AREA SQ. FT. - ROWS FINS PER INCH 4 - OPERATING WEIGHT LBS. - 95 ACCESSORIES 1,2,3 NUMBER OF STAGES NOTES - _ OUTDOOR DESIGN TEMPERATURE ('F) 95 CHILLER SCHEDULE NUMBER OF STAGES 1 1 3.0 _ NUMBER OF COMPRESSORS NOMINAL TONS 8.0 AIR COOLED CHILLER SCHEDULE ENT. WTR. TEMP. ('F) 56 56 MARK 42 CH -11A CH -1B LOCATION 1 ON GRADE ON GRADE MAX. PRESS. DROP FT. - - MANUFACTURER MODEL ACTUAL CAPACITY (TONS) TRANE TRANE RTAC 155 RTAC 155 _ 155 TON ESTIMATE 155 TON ESTIMATE K W/TON - - - WATER FLOW (GPM) - - ENT. WTR. TEMP. ('F) 56 56 LVG. WTR. TEMP. ('F) 42 42 NUMBER OF PASSES 1 1 MAX. PRESS. DROP FT. - - MARK AHU-1 AHU-2 LOCATION MECH ROOM MECH ROOM TOTAL AIR FLOW (CFM) 35,000 35,000 OUTSIDE AIR FLOW (CFM) - - S.P. IN. WG. (TOT./EXT.) - - DRI VE/TYPE - - H.P./RPM 50 HP/- 50 HP/ - VOLTS � 460/3 460/3 ENT. AIR TEMP. (DB/WB) _ LVG. AIR TEMP. (DB/WB) OFF COIL - - - - SENS. CAPACITY (MBH) - - TOTAL CAPACITY (MBH) 1,100 1,200 MIN. FACE AREA (SQ. FT.) ROWS (MIN .../FINS (MAX)/FT. MAXIMUM FACE VELOCITY (FPM) - - _ - - - - MAX. AIR PRESS_. DROP (IN. W.G.) EN T. /LVG. WTR TEMP ('F) - _ 42/56 - 42/56 WATER FLOW, (GPM) MAX. WTR. PRESS. DROP (FT. HD.) - - - INPUT (KW) CONTROL STEPS NO HEA_ T N/A NO HEAT N/A VOLTS/0 N /A N /A MCA N/A N/A FUSE SIZE N/A N/A PLAN MECH ROOM CAPACITY OPERATING MAXIMUM MAXIMUM MANUFACTURER MARK LOCATION TYPE (GAL) TEMP 'F DESIGN DESIGN & (FT.) - - ./RPM NILTS/PH TEMP. ('F) PRESSURE MODEL NUMBER 460/3 460/3 (PSIG) BELL AND GOSSETT CT -1 MECH. ROOM DIAPHRAGM - 42 95 _ MODEL - LOCATION SERVICE MECH ROOM CHILLED WATER FLOW RATE GPM - END SUCTION MANUFACTURER BELL & GOSSETT BELL & GOSSETT MODEL END SUCTION IMPELLER SIZE IN.) - - - LOCATION - MECH ROOM MECH ROOM TYPE reserves his END SUCTION END SUCTION IMPELLER SIZE IN.) - - WATER FLOW (GPM) - - TOTAL HEAD. (FT.) - - ./RPM NILTS/PH 10/- 10/- 460/3 460/3 OPERATING WEIGHT (LBS.) - - ACCESSORIES - - 1 NOTES 1 s�oo 08035 ISK. Reeves V, F.AIA. Kevin Ratigca-i, A.I.A. Irn A Reeves, Assoc. AIA. 333 N. Knowles Ave. Whter Pais, Florida 32789 (aon 647-vo6 1518 Hendry _Street Ft Myers, Raba 33901 239-461-3944 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby e;xessy reserves his carrran law copyriht and other property ruts n these drawngs These drawngs shall not be reproduced without written perrrxssion and consent of the arctytect, nor are they to be as�gned to any party without fist obtamg written permission and consent. • Sileet tfhe SCHEDULES - MECHANICAL • scales As sl--IowN • drawn. swc • checked. swc • approved swc • date. 11-17-08 • project no. 720 . sheet M-601 A D C D E F G H IJ IK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FAN SCHEDULE MARK EF -1 EF -2 EF -3 EF -4 EF -5 EF -6 EF -7 EF -8 EF -9 EF -10 EF -11 EF -12 EF -13 EF -14 EF -15 MANUFACTURER - GREENHECK GREENHECK - GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK MODEL TYPE - - - 0.25 0.20_ DIRECT/CENT DIRECT/CENT - - 115/1 115/1 0.25 0.25 0.25 f -AN AIR FLOW (CFM) STATIC PRESS. (IN. WG.) - 0.25 - - - - 0.20 0.20 - 0.25 DIRECT/CENT - - - - - - - - 0.25 0.25 0.25 DIRECT/CENT DIRECT/CENT DIRECT/CENT - 0.25 0.20_ DIRECT/CENT DIRECT/CENT - - 115/1 115/1 0.25 0.25 0.25 0.25 0.25 DIRECT/CENT - 115/1 0.25 DRIVE/TYPE DIRECT/CENT - DIRECT/CENT DIRECT/CENT DIRECT/CENT DIRECT/CENT DIRECT/CENT DIRECT/CENT - DIRECT/CENT HP (WATTS) / RPM VOLTS/PH - - - - 115/1 - 115/1 - 115/1 - - - 115/1 115/1 115/1 - 115/1 115/1 115/1 115/1 115/1 115/1 OPERATING WEIGHT (LBS.) ACCESSORIES__ - - - - - - - - - - - - - - - - - - 0 -- - - NOTES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 _10„ 1. PROVIDE WITH SPEED CONTROLLER. 5. PROVIDE WITH MOTOR STARTER FOR CONTROL FROM BMS. 2. PROVIDE WITH VIBRATION ISOLATORS AND SUPPORT RODS 6. FAN RUNS CONTINUOUSLY. AT EACH CORNER. 3. PROVIDE WITH DISCONNECT SWITCH. 4. PROVIDE BACKDRAFT DAMPER. )TES 1. SEE SEQUENCE OF OPERATION FOR FAN CONTROL. FAN COIL UNIT SCHEDULE ARK FCU -1 FCU -2 FCU -3 FCU -4 )CATION - - - - - -- - - MANUFACTURER TRANE TRANE TRANE TRANE MODEL BCXC-90 - - - TOTAL AIR FLOW CFM - OUTSIDE AIR FLOW CFM 0 E.S.P. IN_ .W. G. MOTORHP BELT 4s VOLTS _ -460/3 - - 0 - - 0 -- - - _ 0 - - 1.5 TO - - - BELT BELT - BELT 460/3 -460/3460/3 ROWS - - - - ENTERING AIR TEMP. DB WB 'F - - - 3 TONS - - 1.5 TO - - - SENS. CAPACITY MBH TOTAL CAPACITY MBH SIZE 90 (3TONS FACE AREA SQ. ROWS FINS PER INCH - - WATER FLOW RATE (GPM) - - 24x24/12x12 SEE DWGS WHITE WHITE ALUMINUM ALUMINUM 1,2 1,2 - - ENTERING WATER TEMP. 'F - - - - LEAVING WATER TEMP. 'F - - MAX. WATER PRESSURE DROP FT -H20 - - - - - - INPUT KW - - - - CONTROL STEPS - VOLTS 0 - 460/3 466/3 4--460/3 460/3 NOTES PROVIDE DISCONNECT SWITCH, CONDENSATE PUMP, FILTERS, AND 3 -WAY MODULATING VALVE. PROVIDE AUXILIARY DRAIN PAN W/FLOAT SWITCH. Fm= MANUFACTURER TITUS TITUS TITUS TITUS TITUS TITUS TITUS TITUS TITUS MODEL TMS -AA TMS -AA 301 FL 250 -AA 355FL 355FL 355FL 355FL 355FL L"T TYPE CEILING SUPPLY CEILING SUPPLY 24x24/SEE TABLE 1 12x12/SEE TABLE 1 SIDEWALL SUPPLY SEE DWGS CEILING SUPPLY SEE DWGS CEILING RETURN 24x24/22x22 CEILING RETURN CEILING RETURN 24x24/12x12 SEE DWGS WHITE WHITE EXHAUST EXHAUST FACE/NECK (INCHES) 24x24/12x12 SEE DWGS WHITE WHITE ALUMINUM ALUMINUM 1,2 1,2 FINISH MATERIAL WHITE WHITE WHITE WHITE WHITE ALUMINUM 1,2 ALUMINUM ALUMINUM 1,2 1,2 STEEL 1,2 ALUMINUM 1,2 ALUMINUM ALUMINUM 1,2 1,2 ACCESSORIES MAX. MAX. NC LEVEL PRESS. DROP IN. WG. 25 J 0.08 25 25 25 25 25 25 25 25 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 1. PROVIDE SURFACE MOUNT BORDER FOR ALL AIR DEVICES LOCATED IN HARD CEILINGS OR WALLS. 2. PROVIDE WITH OPPOSED BLADE DAMPER ADJUSTABLE FROM FACE OF AIR DEVICE. )TES 1. USE NECK SIZES BELOW ONLY IF NOT INDICATED ON THE PLAN. 2. PAINT DUCTWORK THAT IS VISIBLE THROUGH FRONT OF AIR DEVICE MATTE BLACK. 3. PROVIDE MANUFACTURER'S INSULATED PLENUM. PROVIDE ALIGNING CLIPS AND END PIECES FOR A CONTINUOUS LOOK. BILE 1 CFM RANGE NECK SIZE CFM RANGE NECK SIZE 0-110 69po 421-550 12"0 111-220 8#90 551-750 14"0- - 221-420 10"0 NOTE: FLEX DUCT SIZE SHALL EQUAL NECK SIZE. KITCHEN FAN SCHEDULE MARK KEF-1 SF -2 MANUFACTURER GREENHECK GREENHECK MODEL - - TYPE FAN AIR FLOW (CFM) - - STATIC PRESS. (IN. WG.) - - DRIVE/TYPE - - HP (WATTS) / RPM - - VOLTS PH - - UNrr 114MENTS 'ERATING WEIGHT (LBS.) - - "CESSORIES - - DTES 1 1 xESSORES 1. X )TES 1. X STATIONARY LOUVER SCHEDULE PLAN MARK SERVES MATERIAL LOUVER SIZE (WxHxD IN.) DESIGN CFM LOUVER FREE AREA (SF) VELOCITY (FPM) ACCESSORIES MANUFACTURER & MODEL NO. LV -1 LV -2 LV -3 AHU-1 AHU-2 - ALUMINUM - - - - - - - GREENHECK EHH-601D ALUMINUM ALUMINUM - - - - - GREENHECK EHH-601D - - - GREENHECK EHH-601D LV -4 - ALUMINUM - - - - - GREENHECK EHH-601D LV -5 - ALUMINUM - - - - - GREENHECK EHH-601D LV -6 - ALUMINUM - - - - - GREENHECK EHH-601D LV -7 - ALUMINUM - - - - - GREENHECK EHH-601D LV -8 - ALUMINUM - - - - - GREENHECK EHH-601D LV -9 - ALUMINUM - - - - - GREENHECK EHH-601D LV -10 - ALUMINUM - - - - - - GREENHECK EHH-601D LV -11 - ALUMINUM - - - - GREENHECK EHH-601D LV -12 LV -13 - - ALUMINUM ALUMINUM - - - - - - - - - GREENHECK EHH-601D GREENHECK EHH-601D GREENHECK EHH-601D - - LV -14 - ALUMINUM - - - - LV -15 - ALUMINUM - - - - - - - GREENHECK EHH-601D LV -16 - ALUMINUM - - - - GREENHECK EHH-601D LV -17 - ALUMINUM - - - - GREENHECK EHH-601D LV -18 LV -19 LV -20 - - - ALUMINUM ALUMINUM - - - - - - - - GREENHECK EHH-601D GREENHECK EHH-601D GREENHECK EHH-601D - - - - ALUMINUM - - - 1. PROVIDE WITH BIRDSCREEN. 3. PRIME AND PAINT LOUVER TO MATCH COLOR 2. PROVIDE RECESSED MOUNTING FRAME FOR FLUSH INSTALLATION DESIGNATED BY ARCHITECT. INTO WALL. 4. PROVIDE INSECT SCREEN. 011 •t i z iii' I.S.K. Reeves V, F,AIA. Kevin Ratigan, A.I.A. Ian A. Reeves, Assoc AIA 333 N Knowles Ave. Whter Pcrk Raba 32789 (407) 647-1706 1518 Hendr-y Street Ft. Myers, Raida 33901 239-461-3944 •• ill RZ, Sanford Public Safety Complex Sanford, Florida Design Development t hereby expressly reserves his law copyright and other rights h these drawirx, These shd not be reproduced written permission and consent of the architect, rior are they to be assigned to any party without first obtdring written perp -Mm and consent. • J eet title SCHEDULES - MECHANICAL 0 NOTES scale, AS SH0WN 1. SEE ARCHITECTURAL ELEVATIONS FOR LOUVER MOUNTING HEIGHTS. 2. ALL LOUVERS SHALL BE SPECIFIED TO MIAMI-DADE HURRICANE AND WIND -DRIVEN RAIN REQUIREMENTS. down. swc • checked swc • approved swc • dates 11-17-08 Lmpwil Mw cl�rdw (MR W ' 08035 o 0AMn.raGia o tna�csast�s a tr+o�►��r ram a �n.tao�ui�ra� o tQrt.�e,r8atn I • project no, 720 . sheet M-602 2 3 4 5 6 7 8 9 10 11 17 1� 14 1�i MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE VARIABLE AIR VOLUME NO BOX SCHEDULE (AHU-1) TRANE MARK VAV 1-1 VAV 1-2 VAV 1-3 VAV 1-4 VAV 1-5,-7 VAV 1-6 VAV 1-7 VAV 1-8 VAV 1-9 VAV 1-10 1 VAV 1-11 VAV 1-12 1 VAV 1-13 VAV 1-14 1 VAV 1-15 1 VAV 1-16 VAV 1-17 1 VAV 1-18 VAV 1-19 1 VAV 1-20 UNIT VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE MODEL VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- AIR VALVE SIZE CINCHES) DESIGN AIR FLOW (CFM) MIN. COOLING AIR FLOW - - 55.0 55.0 55.0 55.0 55.0 55.0 MIN. OPERATING AIR PRESS. IN.W.G.) - MIN. OPERATING AIR PRESS. IN.W.G. HEATING AIR FLOW 277/1 277/1 - 277/1 277/1 277/1 277/1 - - 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 -_ - VCEF -- VCEF -- _ VCEF -- VCEF -- VCEF -- VCEF -- - -- ELECTRIC HEAT (KW) STAGES - - - - - - - _ _ _ _ _ 55.0 55.0 55.0 VOLTAGE/PHASE 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 1 277/1 1 277/1 277/1 1 277/1 277/1 55.0 55.0 55.0 - 55.0 - 55.0 ACCESSORIES - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 55.0 55.0 NOTES - - - - - - - - - - - - - - - - - - - - - - EAT ('F) 55.0 LAT 'F wwu.ww 55.0 55.0 55.0 55.0 55.0 55.0 -55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 MIN. OPERATING AIR PRESS. IN.W.G.) rvn1-_n VOLTAGE/PHASE - 277/1 277/1 277/1 277/1 - MCA 277/1 277/1 - 277/1 277/1 277/1 277/1 - - 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 -_ - VCEF -- VCEF -- _ VCEF -- VCEF -- VCEF -- VCEF -- - -- ACCESSORIES - - F NOTES - - - - - - - - - - - - - - - - - - - - MARK VAV 1-21 VAV 1-22 VAV 1-23 1 VAV 1-24 VAV 1-25 VAV 1-26 VAV 1-27 VAV 1-28 VAV 1-29 VAV 1-30 UNIT MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- MARK VAV 2-1 VAV 2-2 VAV 2-3 VAV 2-4 VAV 2-5 VAV 2-6 VAV 2-7 VAV 2-8 VAV 2-9 VAV 2-10 VAV 2-11 VAV 2-12 VAV 2-13 1 VAV 2-14 VAV 2-15 VAV 2-16 VAV 2-17 VAV 2-18 T VAV 2-19 VAV 2-20 UNrT MODEL VCEF -- AIR VALVE SIZE INCHES VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- - -- MIN. OPERATING AIR PRESS. IN.W.G.) - - - - - - - - - - _ _ _ _ _ POWER VOLTAGE/PHASE 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 1 277/1 1 277/1 277/1 1 277/1 277/1 55.0 55.0 55.0 - DESIGN AIR FLOW (CFM) 55.0 ACCESSORIES - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 55.0 55.0 NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - EAT ('F) 55.0 _- MIN. COOLING AIR FLOW (CFM) 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 _ 55.0 - _ __ LAT 'F MIN. OPERATING AIR PRESS. IN.W.G.) HEATING AIR FLOW ELECTRIC HEAT (KW) - - - - - - - - - - STAGES _ _ --- -- -- - EAT ('F) 55.0 55.055.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 LAT _ - -- - CH VOLTAGE/PHASE 277/1 277/1 277/1 277/1 277/1 277/1 277/1 1 277/1 277/1 277/1 MCA - -I - - - -I - I - - - ACCESSORIES NOTES :a 1. PROVIDE WITH MANUFACTURER'S TEMPERATURE SENSOR WITH PUSHBUTTON 4. PROVIDE WITH CONTROL POWER TRANSFORMER COORDINATED WITH SUPPLY OVERRIDE. OVERRIDE SHALL START AIR HANDLING UNIT/CHILLER FOR VOLTAGE TO THE BOX. ADJUSTABLE PERIOD OF TIME. 5. ALL VAV BOXES SHALL BE SUPERVISED AND CONTROLLED BY THE BUILDING 2. PROVIDE 1 INCH FOIL FACE INSULATION. MANAGEMENT SYSTEM. 3. PROVIDE WITH FACTORY MOUNTED DDC CONTROLLER. VARIABLE AIR VOLUME (VAV) BOX SCHEDULE (AHU-2) MARK VAV 2-1 VAV 2-2 VAV 2-3 VAV 2-4 VAV 2-5 VAV 2-6 VAV 2-7 VAV 2-8 VAV 2-9 VAV 2-10 VAV 2-11 VAV 2-12 VAV 2-13 1 VAV 2-14 VAV 2-15 VAV 2-16 VAV 2-17 VAV 2-18 T VAV 2-19 VAV 2-20 UNrT VCEF -- VCEF -- MIN. COOLING AIR FLOW (CFM) MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE MODEL VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- AIR VALVE SIZE INCHES - - - - - _ _ _ _ _ _ _ DESIGN AIR FLOW (CFM) VCEF -- VCEF -- MIN. COOLING AIR FLOW (CFM) VCEF -- VCEF -- VCEF -- VCEF -- - -- MIN. OPERATING AIR PRESS. IN.W.G.) - - - - - - - - - - _ _ _ _ _ HEATING AIR FLOW ELECTRIC HEAT (KW) - _ - STAGES - TRANE -- - 55.0 TRANE TRANE TRANE TRANE _._ __ --.._ - - --- - - - t-277/1 -- + MODEL VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- - -- 720 - ----- POWER VOLTAGE/PHASE 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 1 277/1 1 277/1 277/1 1 277/1 277/1 55.0 55.0 55.0 - 55.0 55.0 ACCESSORIES - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 55.0 55.0 NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - EAT ('F) 55.0 _- _- 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 _ 55.0 - _ __ LAT 'F F.'ro r, In M FIRM L"Ik =- � LSK Reeves V, F.AIA. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc ALA 333 N. Knowles Ave. Whter Pais Palda 32789 (407) 647-VO6 1518 He' y S 33 Otl Ft. Myers, Honda 239-461-3944 Corporate Reglstratbn Na AACOOTl97 Sanford Public Safety Complex MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE _._ __ --.._ - - --- - - MCA t-277/1 -- + MODEL VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- Sanford, Florida 720 • Sheet M-603 AIR VALVE SIZE (INCHES) POWER VOLTAGE/PHASE 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 1 277/1 1 277/1 277/1 1 277/1 277/1 MCA - - - - - - - - - - - - - - - - - - - - esign Development Architect hereby e4xessly reserves his cannon law copyright axl other property rights in these drawngs. These drawr gs shall not be reproduced withoL# written �� and consent of the architect nor ae they to be ACCESSORIES - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - MARK VAV 2-21 VAV 2-22 VAV 2-23 VAV 2-24 VAV 2-25 VAV 2-26 VAV 2-27 VAV 2-28 VAV 2-29 - - - - - - - - - - - - UNIT MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE _._ __ --.._ - - --- - - MCA t-277/1 -- + MODEL VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- VCEF -- • project no, 720 • Sheet M-603 AIR VALVE SIZE (INCHES) DESIGN AIR FLOW (CFM) - - - - - - - - - MIN. COOLING AIR FLOW (CFM) - - - - - - - - - - - - - - - - - MIN. OPERATING AIR PRESS. IN.W.G. - assigned to any paty without first obtanng written perrrys m aid con,sent. • revUm FEAT HEATING AIR FLOW ELECTRIC HEAT (KW) - - - - - - - - - STAGES EAT -('F) 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 LAT ('F) - r -M VOLTAGE/PHASE 277/1 277/1 277/1 F__277/1 277/1 277/1 277/1 277/1 --= SCHEDULES - - -- -- -- - _._ __ --.._ - - --- - - MCA t-277/1 -- + - - - - ACCESSORIES NOTES NOTES 1. PROVIDE WITH MANUFACTURER'S TEMPERATURE SENSOR WITH PUSHBUTTON 4. PROVIDE WITH CONTROL POWER TRANSFORMER COORDINATED WITH SUPPLY OVERRIDE. OVERRIDE SHALL START AIR HANDLING UNIT/CHILLER FOR VOLTAGE TO THE BOX. ADJUSTABLE PERIOD OF TIME. 5. ALL VAV BOXES SHALL BE SUPERVISED AND CONTROLLED BY THE BUILDING 2. PROVIDE 1 INCH FOIL FACE INSULATION. MANAGEMENT SYSTEM. 3. PROVIDE WITH FACTORY MOUNTED DDC CONTROLLER. 121X v� -9@bL o WWW 08035 o 6aYA.WXJ0M WPA431 W o z=xcauMPA= s a 8►A=LPA1ll.ra.aw o �A UMKWIP`� oJWLX�.saSM I • Sheet title SCHEDULES - MECHANICAL • Scale, AS SHOWN • drawn. SWC • checked, SWC • approved swc • date, 1n -n-08 • project no, 720 • Sheet M-603 1 2 R 4 5 ;.I lJ 9 10 � i •>,lil �� ®50 : FLUSH WALL OUTLET BOX AND 50A, 125/250V, 3P, 4W, NEMA 14-50R RECEPTACLE. ® : SURFACE MOUNTED PLUGMOLD STRIP WITH SINGLE MODULAR RECEPTACLES. 11 POWER FURNITURE BASE FEED WITH JUNCTION BOX 0 18" A.F.F.. FLEX CONNECT TO P 0 - ------ _--------- _ -------------------------------------- LIGHTING VENDOR. ................. . -- --------...-------------- - _ _ - - - CAST IRON FULLY ADJUSTABLE FLOOR OUTLET BOX AND (1) 20 AMP DUPLEX ---- ........................-------: © - I -------------- - ------..................................-------------------- - - -- - - - - - --- -- ------------------------------------ 2'x2' FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED. 2 HR. FIRE RATED FLUSH POKE-THRU WITH INTEGRAL 20 AMP DUPLEX RECEPTACLE AND ii A MM NI ATI N P RTS. DIE CAT BRUSHED ALUMIN M F ANGE UL514A AND UL514 and consent. .._. ___ _ _...................................................................... -- --_... ...__..-...._.....__._ - - _... v(UNLESS RECEPTACLE AND (1) TELECOMMUNICATIONS MMUNICATONS BLANK OUTLET WITH (1) 1"C. TO TTB/T TCD ®I OTHERWISE NOTED . T 0RTILE FLANGE PR IDE S ® RECEPTACLES, I.E. ISOLATED GROUND TYPE WHERE NOTED) 2'x2' FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED, WITH 1400 LUMEN BATTERY UNIT. k © .......... ........... _.. SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE, WALL MTD. OR MTD. TO QE : CEILING/STRUCTURE AS INDICATED. - ❑J WP SURFACE MOUNTED WEATHERPROOF JUNCTION BOX AND BLANK PLATE, WALL MTD. OR Q-=- i MTD. TO CEILING/STRUCTURE AS INDICATED. QJ JUNCTION BOX AND BLANK PLATE, ABOVE CEILING. --- --........................... ------------ - -------------------- - ------ -- ---------------------------------------------------------- - 2'x4' FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED. -------- ---- --.. ------ - -- ; S _............................................................................................................. . .. . FLUSH SHUNT -TRIP BUTTON, LOCATE AND LABEL INACCORDANCE WITH A.H.J., .._.............. _ : •R ; ® 2x4 FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED, WITH 1400 LUMEN BATTERY UNIT. k OAIM MOUNTED 54" TO TOP, UNLESS OTHERWISE NOTED. ; ............. ii:iI __ _ _ ._..... _ ..... . ___ - 1x4 FLUORESCENT LIGHT F L G FIXTURE, CEILING MOUNTED. TED. . ........................ -.....------------------------------------ DISCONNECT SWITCH. REFER TO EQUIPMENT FEEDER SCHEDULE FOR REQUIREMENTS B (I.E. SIZE, FUSED, NON-FUSED, ETC.) ! MAGNETIC MOTOR STARTER OR CONTACTOR, AS NOTED. , 1x4 FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED, WITH 1400 LUMEN BATTERY UNIT. k VFD VARIABLE FREQUENCY DRIVE, COORDINATE WITH DIVISION 15. M—+r- 120V CONNECTION TO MOTORIZED DAMPER, COORDINATE WITH DIVISION 15. ----------------------------- ----- -.... -- - _ - I - FLUORESCENT LIGHT FIXTURE, WALL MOUNTED. - ---- --- _.._ .-. THERMOSTAT CONNECTION. PROVIDE AND INSTALL WALL OUTLET BOX AND ; Q RACEWAY AS REQUIRED BY DIVISION 15. © ; CONTROL AND/OR POWER EQUIPMENT CONNECTION. FLUORESCENT LIGHT FIX L G TORE, WALL MOUNTED WITH 1400 LUMEN BATTERY UNIT. k ® (NO) = NORMALLY OPEN. (NC) = NORMALLY CLOSED ; _ l—� --- FLUORESCENT STRIP LIGHT FIXTURE, SURFACE MOUNTED., -- -----..._. ---- -----------------........................................................................................................' 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED - - - --- ----- - _.._....._................._.......................... -----................... _..... I. - ----......................_ .....------------- ---- --- ®..... 277/480V BRANCH CIRCUIT PANELBOARD : i �FLUORESCENT STRIP LIGHT FIXTURE SURFACE MOUNTED, WITH 1400 LUMEN BATTERY UNIT . k C -----. - - ------------------------------ ----------------------------------------------.. - - ------------ FIRE/ SMOKE DAMPER (DAMPER FURNISHED BY DIV 15, POWER AND FIRE ALARM CONTROL PROVIDED BY DIV 16). SYMBOL LEGEND NOTES: j 1. THE COLOR OF ALL DEVICES SHALL BE SELECTED BY THE ARCHITECT. COVER PLATES SHALL BE #302 SMOOTH STAINLESS STEEL , UNLESS OTHERWISE NOTED. i 2. SCREENED ELECTRICAL ITEM DENOTES EXISTING. 11 ................_....------------- O ; - _ _ _ ................. .............------------------------------------------------------------------------------------------------------------- � DOWNLIGHT FIXTURE WITH CEILING OUTLET BOX. -- INDICATED ARE TO THE BOTTOM OF FIXTURE, OUTLET, OR EQUIPMENT AND SHALL BE THE I N INDICATED ON THE DRAWINGS INDICATEDTH D C I USED UNLESS OTHERWISE ON THE DRAWINGS. DIMENSIONS IN I O E DIMENSIONS AND IN THE SPECIFICATIONS ARE TO THE BOTTOM OF THE FIXTURE, OUTLET, OR EQUIPMENT UNLESS INDICATED OTHERWISE. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. VERIFY AND COORDINATE THE ;ODOWNLIGHT FIXTURE WTH CEI ING OUTLET BOX WITH 900 LUM N EM RGEN Y BATTERY UNIT k TION, KITCHEN EQUIPMENT,UIPMENT ,DISCIPLINES (I.E. ARCHITECTURAL STRUCTURAL HVAC PLUMBING FIRE PROTEC MILLWORK, ETC.) PRIOR TO ROUGH -IN; ADJUST TO MEET ALL REQUIREMENTS. ........_ _ : 4 :i.ii .. --------------------- .................................... _... __ ............... -.............................................. WALL MOUNTED LIGHT FIXTURE WITH WALL OUTLET BOX. I .11..............---------------...---------------------------- ----- --- ---- ----- ------ ------ . ­­ -- - ----- UNLESS OTHERWISE NOTED. 10. A.H.J. = AUTHORITY HAVING JURISDICTION. 4 WALL MOUNTED LIGHT FIXTURE WITH WALL OUTLET BOX AND 900 LUMEN EMERGENCY k D BATTERY UNIT. _--------------------------------------------------------------- --.__ ........._- EMERGENCY BATTERY UNIT EQUIPMENT LIGHT FIXTURE WITH WALL OUTLET BOX. TRIANGLES IDENTIFY NUMBER OF FIXTURE HEADS, U.O.N. (R) = INDICATES REMOTE HEAD ; (R) FIXTURES FEED FROM MASTER BATTERY UNIT. CONNECT TO LOCAL LIGHTING CIRCUIT :_. AHEAD OF ALL SWITCHES (OR TO LOCAL EMERGENCY CIRCUIT WHEN AVAILABLE) ____ I...... __ - _.................... EXIT SIGN LIGHT FIXTURE WITH CEILING OUTLET BOX AND EMERGENCY BATTERY. SHADING _.._. INDICATES NUMBER OF FACES AND ORIENTATION, ARROWS. CONNECT TO LOCAL LIGHTING -- CIRCUIT AHEAD OF ALL SWITCHES OR TO LOCAL EMERGENCY LIGHTING CIRCUIT WHEN ; AVAILABLE) -------------- ............................................. - - -__-------------------------------------..................... EXIT SIGN LIGHT FIXTURE WITH WALL OUTLET BOX AND EMERGENCY BATTERY. SHADING A INDICATES NUMBER OF FACES AND ORIENTATION, ARROWS. CONNECT TO LOCAL LIGHTING : CIRCUIT AHEAD OF ALL SWITCHES (OR TO LOCAL EM RGEN Y LI HTING CIRCUIT WHEN i AVAILABLE) POLE WITH MOUNTING ARM AND CUT-OFF LIGHT FIXTURE. BOXES INDICATE NUMBER o-❑ : OF FIXTURES AND ORIENTATION. "NL" INDICATES FIXTURE HEAD CONNECTED TO : "NIGHT LIGHT" CIRCUIT. (PHOTOCEL ON, PHOTOCELL OFF) •------------------------------------I -- �.1 1% ---------- - - I : CEILING OUTLET BOX AND PADDLE FAN. INSTALL FAN PER MANUFACTURERS' % ; RECOMMENDATIONS. ,_.__..__ $a _..... -1 SINGLE POLE SWITCH, 20 AMP, WITH FLUSH WALL OUTLET BOX. ("a" INDICATES SWITCH -LEG) $3 THREE-WAY SWITCH, 20 AMP, WITH FLUSH WALL OUTLET BOX. $4 I FOUR-WAY SWITCH, 20 AMP, WITH FLUSH WALL OUTLET BOX. F $K : SINGLE POLE KEY SWITCH, 20 AMP, WITH FLUSH WALL OUTLET BOX. , $WP - - . _ ------------------ SINGLE POLE SWITCH, 20 AMP, WITH FLUSH WALL OUTLET BOX AND STAINLESS STEEL ---- : WEATHERPROOF COVER. ................._- , $M - _ ............ _....__..._ _ - . ....................................... OUTLET BOX WITH 20 AMP, 1 POLE, MANUAL MOTOR CONTROLLER WITHOUT OVERLOADS ... -- -- (MSS). RATED 1 HP 0 12OV; REFER TO EQUIPMENT FEEDER SCHEDULE. --- -•- ; ---------------------------------------------- -------------- - - __ SINGLE POLE OCCUPANCY SENSOR SWITCH WITH WALL OUTLET BOX. DUAL TECHNOLOGY $OS SENSOR WITH PASSIVE INFRARED/SOUND SENSOR TYPE, MANUFACTURED BY SENSOR n SWITCH, INC. MODEL #WSD-PDT OR EQUIVALENT. MOUNTED AT 48 AFF, UNLESS .----- ; ------- OTHERWISE NOTED. LOAD RATING = 80OW ® 120VAC, 120OW ® 277VAC ---- --- - G ---- - - ----..............................................._............--------............................................................. SINGLE POLE OCCUPANCY SENSOR SWITCH WITH CEILING OUTLET BOX. DUAL TECHNOLOGY : SENSOR WITH PASSIVE INFRARED/SOUND SENSOR TYPE, MANUFACTURED BY SENSOR SWITCH, INC. MODEL #CMR -PDT OR EQUIVALENT. LOAD RATING = 800W ®120VAC, 120OW 0 277VAC I 0 : DIMMER SWITCH AND WALL OUTLET BOX, AS NOTED ON PLANS. ----------------- ------ : _ ; ------------------------------------------------.......................................-------------------------------------------------------------------------------------------------�----------------------------------- LOW -VOLTAGE REMOTE "CHELSEA" DIGITAL SWITCH (BY LIGHTING CONTROL & DESIGN) ® CONTROLLING LOW VOLTAGE RELAY. SUBSCRIPT "aa" INDICATES RELAY CONTROLLED. "MS" : ; INDICATES MASTER ROOM CONTROL SWITCH TO BE INCLUDED. CONNECTS DIRECTLY TO THE "GR 2400" BUS VIA CAT. 5 PATCH CABLE WITH RJ45 CONNECTORS. ® j PHOTOCELL (MATCH COIL VOLTAGE AS REQUIRED) ; - -- - -- ❑� - - _---------- --- - ; -- --- TIME SWITCH, ASTRONOMIC WITH RESERVE BATTERY, 30A CONTACTS AND COIL : ------------ - _ - VOLTAGE AS REQUIRED FOR CIRCUITS, UNLESS OTHERWISE NOTED. : - ------------------ -------------- I - ------------------------------- ----------- -- --------------------------I----------------------------------- ;- ------ -------------------------------------------------- . - POWER W. q) SIMPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX. DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX. iiii - __ - -- _- _. ....... -- ----- --------------------- -- - ; -- - DOUBLE DUPLEX RECEPTACLE, 20 AMPS EACH, WITH TWO -GANG FLUSH WALL OUTLET ---------- - --- - -BOX. ---------------- --------------------------------------- -- ------ --- ...----------------.--------------------------------------------............ - - 9 DUPLEX RECEPTACLE, TOP HALF SWITCHED, 20 AMP, WITH FLUSH WALL OUTLET BOX. ----------- --- -- -- _............... ....... ----------------------------------------------------------------------------- - --- DUPLEX RECEPTACLE MOUNTED 2" ABOVE COUNTER BACKSPLASH, 20 AMP, WITH FLUSH --- - - WALL OUTLET BOX. �G GFI DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX. --------------- --- ; �G : _ __- ---------____-...----------------------------------------------------- -__1_1-------------------------------------------------------..... -------------------------------------------------------------- GFI DUPLEX RECEPTACLE MOUNTED 6" ABOVE COUNTER BACKSPLASH, 20 AMP, WITH - : FLUSH WALL OUTLET BOX. --- -- - :---------------- - -- ----------------------------------------- ---- - - - ___ --- RECESSED DUPLEX "CLOCK" TYPE RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX : (PN , FOR FLAT SCREEN TV. MOUNTED IMMEDIATLY ADJACENT TO CABLE TV OUTLET. ; COORDINATE EXACT ROUGH IN LOCATION WITH ARCHITECTURAL "BACKING" DETAIL AND TV : -- INSTALLATION INSTRUCTIONS, : - - - - ------------------------------------ WEATHERPROOF GFI DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX AND ............. �WPG : .. STAINLESS STEEL WEATHERPROOF COVER. _ _ ,_ �EWC ----.... --- ....__............................................. _ • -------- GFI DUPLEX RECEPTACLE, 20 AMP, WITH WALL OUTLET BOX FOR ELECTRIC WATER ... - -......._ .. f COORDINATE COOLER. COORDINATE CONCEALMENT WITH EWC INSTALLER FOR MOUNTING REQUIREMENTS. - ..... ;_. ........_.._ .....-- - ; RED DUPLEX RECEPTACLE, 20 AMP, WITH FLUSH WALL OUTLET BOX CONNECTED TO UPS .. ------------------------------- SYSTEM. -------- ------- .... _ .-......-..._---- -------------------------------------------------------------------------------------------------------------------------------- ® : SPECIAL PURPOSE RECEPTACLE, AS NOTED ON PLANS, WITH FLUSH WALL OUTLET BOX. i ---------.._......_ ' ------ ®30 --------------------------------------------------------- -- --- ---- -- ---- --------------------- --- - --- --- ---------------------------------------- FLUSH WALL OUTLET BOX AND 30A, 125/250V, 3P, 4W, NEMA 14-30R RECEPTACLE. -----.._--------------------------------------------------------- ............ ­­---------------------- ................................ -----.....................................--------------------.. lJ 9 10 � i •>,lil �� ®50 : FLUSH WALL OUTLET BOX AND 50A, 125/250V, 3P, 4W, NEMA 14-50R RECEPTACLE. ® : SURFACE MOUNTED PLUGMOLD STRIP WITH SINGLE MODULAR RECEPTACLES. 11 TRANSFORMER, PAD MOUNTED (PROVIDE 4" CONCRETE HOUSEKEEPING PAD FOR : FED i ALL INDOOR APPLICATIONS.) 8 AUTOMATIC TRANSFER SWITCH - -- - '- 7^ ; ENCLOSED MOLDED CASE CIRCUIT ­­B..R...E...A...K...E... REAKER IN NEMA 1 ENCLOSURE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION --- --- - .............................. BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. MINIMUM TWO ^ '� , \F R CONDUCTOR REQUIREMENTS.ARROWS INDICATE CIRCUIT CONNECTIONS AND HOMERUNS TO PANEL AS INDICATED ON PLANS. TYPICAL FOR ALL RACEWAY TYPES, U.O.N. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND - __ - ---- - --- �— BRANCH CIRCUIT CONDUIT EXPOSED -- .... -- ------------------------------ IIG ISOLATED POWER SYSTEM CONDUIT, CONCEALED WITH INSULATED ISOLATED GROUNDING CONDUCTOR IN ADDITION TO EQUIPMENT GROUND CONDUCTOR. �LV\ LOW VOLTAGE CONTROL WIRING AND CONDUIT, CONCEALED : : CONDUIT CONTINUED ] CONDUIT CAPPED OFF - _ _ - CONDUIT RUN UP — ! CONDUIT RUN DOWN LIGHTNING PROTEC11ON AND GROUNDING COMMUNICATION AND DATA _----------------------------------------------------------------------------------------------- - T TELEVISION OUTLET, FLUSH MOUNT, STUB INTO CEILING SPACE WITH 3/4"C. AN PROVIDE W CABLING TO NEAREST TVTC. COORDINATE EXACT LOCATION WITH ARCHITECT TVTC TELEVISION TERMINAL CABINET 12 13 14 15 0 ; POWER FURNITURE BASE FEED WITH JUNCTION BOX 0 18" A.F.F.. FLEX CONNECT TO P 0 FURNI R YSTEM WIR WA . TU E S E Y FIELD VERIFY EXACT CONNECTION POINT WITH FURNITURE comron law copyright �Y VENDOR. ................. . -- --------...-------------- - _ _ - - - CAST IRON FULLY ADJUSTABLE FLOOR OUTLET BOX AND (1) 20 AMP DUPLEX ❑® RECEPTAC WITH CARP T F LE E OR TILE LANGE (PROVIDE SPECIAL RECEPTACLES, I E and consent ISOLATED GROUND TYPE WHERE NOTED) ; 2 HR. FIRE RATED FLUSH POKE-THRU WITH INTEGRAL 20 AMP DUPLEX RECEPTACLE AND ii ® PT MM NI ATI N P RTS. DIE CAT BRUSHED ALUMIN M F ANGE UL514A AND UL514 and consent. RATED. -----------------------------_ - - - ------------------------------------ --------- CAST IRON FULLY ADJUSTABLE TWO -GANG FLOOR OUTLET BOX WITH (1) 20 AMP DUPLEX v(UNLESS RECEPTACLE AND (1) TELECOMMUNICATIONS MMUNICATONS BLANK OUTLET WITH (1) 1"C. TO TTB/T TCD ®I OTHERWISE NOTED . T 0RTILE FLANGE PR IDE S RECEPTACLES, I.E. ISOLATED GROUND TYPE WHERE NOTED) PP POWER POLE © .......... ........... _.. SURFACE MOUNTED JUNCTION BOX AND BLANK PLATE, WALL MTD. OR MTD. TO QE : CEILING/STRUCTURE AS INDICATED. - ❑J WP SURFACE MOUNTED WEATHERPROOF JUNCTION BOX AND BLANK PLATE, WALL MTD. OR Q-=- i MTD. TO CEILING/STRUCTURE AS INDICATED. QJ JUNCTION BOX AND BLANK PLATE, ABOVE CEILING. ............................ 1...... J ........... _ ..._.. .............. FLUSH CEILING JUNCTION BOX AND BLANK PLATE. Q FLUSH WALL JUNCTION BOX AND BLANK PLATE. ------ - -- ; S _............................................................................................................. . .. . FLUSH SHUNT -TRIP BUTTON, LOCATE AND LABEL INACCORDANCE WITH A.H.J., .._.............. _ : •R ; MOUNTED 54" TO TOP, UNLESS OTHERWISE NOTED. .-.._.... : EPO ...................................................................... FLUSH SHUNT -TRIP BUTTON, LOCATE AND LABEL INACCORDANCE WITH A.H.J., ; OAIM MOUNTED 54" TO TOP, UNLESS OTHERWISE NOTED. ; MOTOR, AS NOTED. .......................................... ii : AH0 . ........................ -.....------------------------------------ DISCONNECT SWITCH. REFER TO EQUIPMENT FEEDER SCHEDULE FOR REQUIREMENTS O AOM (I.E. SIZE, FUSED, NON-FUSED, ETC.) ® MAGNETIC MOTOR STARTER OR CONTACTOR, AS NOTED. , •---------------------------------------- - - ---- ...............__.._........................................................................ COMBINATION DISCONNECT/MOTOR STARTER, AS NOTED. VFD VARIABLE FREQUENCY DRIVE, COORDINATE WITH DIVISION 15. M—+r- 120V CONNECTION TO MOTORIZED DAMPER, COORDINATE WITH DIVISION 15. 0 - ---- --- _.._ .-. THERMOSTAT CONNECTION. PROVIDE AND INSTALL WALL OUTLET BOX AND ; Q RACEWAY AS REQUIRED BY DIVISION 15. © ; CONTROL AND/OR POWER EQUIPMENT CONNECTION. ® _... - _ RELAY. COIL VOLTAGE = 24VAC OR 12OVAC, TYPE AS INDICATED ON DRAWINGS. ® (NO) = NORMALLY OPEN. (NC) = NORMALLY CLOSED i. 120 208V BRANCH CIRCUIT PANELBOARD FLUSH MOUNTED ------.> ------ ; 120/208V BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED - - - --- ----- - _.._....._................._.......................... -----................... _..... I. - ----......................_ .....------------- ---- --- ®..... 277/480V BRANCH CIRCUIT PANELBOARD : TRANSFORMER, PAD MOUNTED (PROVIDE 4" CONCRETE HOUSEKEEPING PAD FOR : FED i ALL INDOOR APPLICATIONS.) 8 AUTOMATIC TRANSFER SWITCH - -- - '- 7^ ; ENCLOSED MOLDED CASE CIRCUIT ­­B..R...E...A...K...E... REAKER IN NEMA 1 ENCLOSURE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION --- --- - .............................. BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. MINIMUM TWO ^ '� , \F R CONDUCTOR REQUIREMENTS.ARROWS INDICATE CIRCUIT CONNECTIONS AND HOMERUNS TO PANEL AS INDICATED ON PLANS. TYPICAL FOR ALL RACEWAY TYPES, U.O.N. BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND - __ - ---- - --- �— BRANCH CIRCUIT CONDUIT EXPOSED -- .... -- ------------------------------ IIG ISOLATED POWER SYSTEM CONDUIT, CONCEALED WITH INSULATED ISOLATED GROUNDING CONDUCTOR IN ADDITION TO EQUIPMENT GROUND CONDUCTOR. �LV\ LOW VOLTAGE CONTROL WIRING AND CONDUIT, CONCEALED : : CONDUIT CONTINUED ] CONDUIT CAPPED OFF - _ _ - CONDUIT RUN UP — ! CONDUIT RUN DOWN LIGHTNING PROTEC11ON AND GROUNDING COMMUNICATION AND DATA _----------------------------------------------------------------------------------------------- - T TELEVISION OUTLET, FLUSH MOUNT, STUB INTO CEILING SPACE WITH 3/4"C. AN PROVIDE W CABLING TO NEAREST TVTC. COORDINATE EXACT LOCATION WITH ARCHITECT TVTC TELEVISION TERMINAL CABINET 12 13 14 15 0 ; MANUAL FIRE ALARM PULL STATION. WALL MOUNT 48" A.F.F. ...................................... ....................... _ _ _ ....__._....... .._..........._....................................... _ FIRE ALARM VOICE EVACUATION SPEAKER/STROBE COMBINATION DEVICE. WALL MOUNT 80" iii comron law copyright �Y A.F F TO BOTTOM OF DEVICE. (15/75 CANDELA, U.O.N.) ❑4 FIRE ALARM VOICE EVACUATION SPEAKER. WALL MOUNT 80" A.F.F. TO BOTTOM OF DEVICE. • - - ®4 -------- FIRE ALARM VOICE EVACUATION SPEAKER/STROBE COMBINATION DEVICE. CEILING MOUNTED. , and consent (15/75 CANDELA, U.O.N.) -- QQ ; FIRE ALARM VOICE EVACUATION SPEAKER. CEILING MOUNTED. ------- - ___.-- - - FIRE ALARM STROBE. ................. ALL MOUNT 80" A.F.F. TO BOTTOM OF DEVICE. _.........._......._ .............. --------.-.---------- and consent. (15/75 CANDELA, U.O.N. � NIRTS REMOTE ALARM INDICATING AND TEST SWITCH : Q : SMOKE DETECTOR. CEILING SURFACE MOUNTED. ®I ...---- - --------- ._ ._......._.............._........................... . .. .. .._.............................------. SMOKE DETECTOR. IONIZATION PRODUCTS OF COMBUSTION DETECTOR. CEILING_ SURFACE MOUNTED. ................................................................................_._....... - QP -- SMOKE DETECTOR. PHOTOELECTIC PRODUCTS OF COMBUSTION DETECTOR. : _............ CEILING SURFACE MOUNTED. - _ ..__ ... _.__. ------- QE : SMOKE DETECTOR FOR ELEVATOR RECALL SYSTEM. CEILING SURFACE MOUNTED. FZCO SMOKE/CARBON MONOXIDE DETECTOR. WALL SURFACE MOUNTED. Q-=- i DUCT MOUNTED SMOKE DETECTOR. (S = SUPPLY; R = RETURN) - - -- QQ _ ................................. - --- - - -....._........................................................ --.................................................................. HEAT DETECTOR - THERMAL DETECTOR. CEILING SURFACE MOUNTED. - __.. .... ._.. : . ......................_.. ... --- -- .._....................... _.._._._ ..._.. ... .......... TAMPER DETECTOR/SWITCH -. _ __. �PIV ; ------------------ -_ _ _ TAMPER DETECTOR/SWITCH AT POST INDICATOR VALVE .....................----- V : - _................................................--------------------------------.--------- _...............................---............_ FLOW DETECTOR/SWITCH .._.............. _ : •R ; __ _.................................................................... . OUTPUT CONTROL RELAY •RH -- ---------- - .... OUTPUT CONTROL RELAY "AIR HANDLING CONTROL" ------------------------------------------------------------------- -- ----------- - - _­ ........................................... _ . _ _.._ -_. . -_. OAIM ADDRESSABLE INPUT MONITOR MODULE OAOM ADDRESSABLE OUTPUT MODULE/RELAY _ ----- - ._....._......................................................... _ -----------............................................ ............... I... .......................................... ii : AH0 ADDRESSABLE OUTPUT MODULE/RELAY "AIR HANDLING CONTROL" _ ._........................................._ O AOM ........................................................................................... ADDRESSABLE OUTPUT MODULE/RELAY "CARD ACCESS OVERRIDE" _ _... - . _.. . _........................................ ,.... OAM __ __.... - - ADDRESSABLE INPUT MONITOR MODULE "KITCHEN HOOD MONITORING" ----------------- .._. _ -- OAOM ; ----- " " ADDRESSABLE OUTPUT MODULE/RELAY ELEVATOR PHASE 1 RECALL INDICATOR - ------------------------------ ------ •..... OAOM ------------------------ ADDRESSABLE OUTPUT MODULE/RELAY "ELEVATOR PR---IM----A---R---Y RECALL" -..................................._......... -- -- -- OAOM ----- ADDRESSABLE OUTPUT MODULE RELAY "ELEVATOR SECONDARY RECALL" _......................................... 0 __ .._. ._._...._ ..__..- . ..._.........__ ADDRESSABLE INPUT MONITOR MODULE "ELEVATOR CONTROL POWER MONITOR" - -- ES - OAOM - __._._ .- ADDRESSABLE OUTPUT MODULE/RELAY "ELEVATOR SHUNT" NOM -_......--------------------------------- _.................................................---.....----------... ADDRESSABLE OUTPUT MODULE/RELAY "AIR HANDLING" -----------6-_.......; ELECTRO -MAGNETIC DOOR HOLDER ® FIRE DEPARTMENT LOCK BOX (KNOX BOX), WEATHER-PROOF. LOCATE PER AHJ. FACP ; FIRE ALARM CONTROL PANEL FAA FIRE ALARM ANNUNCIATOR FATC FIRE ALARM TERMINAL CABINET EVAC VOICE EVACUAT10N PANEL = 1 ........ .._.__._ ........ ......... .-- ---- - _ ......................................... _. _ _. CONTROL PANEL, AS NOTED. ; --- - - --- - : -----. - - ------------------------------ ----------------------------------------------.. - - ------------ FIRE/ SMOKE DAMPER (DAMPER FURNISHED BY DIV 15, POWER AND FIRE ALARM CONTROL PROVIDED BY DIV 16). SYMBOL LEGEND NOTES: j 1. THE COLOR OF ALL DEVICES SHALL BE SELECTED BY THE ARCHITECT. COVER PLATES SHALL BE #302 SMOOTH STAINLESS STEEL , UNLESS OTHERWISE NOTED. i 2. SCREENED ELECTRICAL ITEM DENOTES EXISTING. 3. "R" BY DEVICE DENOTES EXISTING TO BE REMOVED COMPLETELY. 4. n Hn BY DEVICE DENOTES DEVICE TO BE MOUNTED HORIZONTALLY. 5. ALL DIMENSIONS INDICATED ARE TO THE BOTTOM OF FIXTURE, OUTLET, OR EQUIPMENT AND SHALL BE THE I N INDICATED ON THE DRAWINGS INDICATEDTH D C I USED UNLESS OTHERWISE ON THE DRAWINGS. DIMENSIONS IN I O E DIMENSIONS AND IN THE SPECIFICATIONS ARE TO THE BOTTOM OF THE FIXTURE, OUTLET, OR EQUIPMENT UNLESS INDICATED OTHERWISE. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. VERIFY AND COORDINATE THE EXACT HEIGHT AND LOCATION OF ALL FIXTURES, OUTLETS, AND EQUIPMENT WITH ALL DOCUMENTS AND TION, KITCHEN EQUIPMENT,UIPMENT ,DISCIPLINES (I.E. ARCHITECTURAL STRUCTURAL HVAC PLUMBING FIRE PROTEC MILLWORK, ETC.) PRIOR TO ROUGH -IN; ADJUST TO MEET ALL REQUIREMENTS. ; 6. ALL SYMBOLS INDICATED IN THIS LEGEND MAY NOT BE USED ON THE PLANS. : 7. ALL WIRING DEVICES SHALL BE PROVIDED WITH A GROUNDING TERMINAL SCREW. 8. SEE SPECIFICAT1ONS FOR ADDITIONAL REQUIREMENTS. : 9. U.O.N. = UNLESS OTHERWISE NOTED. 10. A.H.J. = AUTHORITY HAVING JURISDICTION. 11. A.F.F. = ABOVE FINISHED FLOOR 12. PLEASE NOTE: ALL SYMBOLS MAY NOT BE USED IN THIS PROJECT. 13. REFER TO SECURITY SYSTEMS PLANS AND SPECS. FOR DOOR CONTROL AND CAMERA LOCATIONS AND REQUIREMENTS. a. MOUNTED 16" ABOVE FINISHED FLOOR TO THE BOTTOM. b. MOUNTED 44" ABOVE FINISHED FLOOR TO THE BOTTOM. c. MOUNTED 50" ABOVE FINISHED FLOOR TO THE BOTTOM. d. OUTLET BOX SHALL BE SIZED PER SYSTEM INSTALLERS REQUIREMENTS. e. SUPPORT OUTLET BOX FROM SRUCTURE WITH (1) 3/8" ALL THREADS MINIMUM. BOXES LARGER THAN 25" SQUARE INCHES SHALL BE SUPPORTED WITH (2) 3/8" ALL THREADS MINIMUM. f. JUNCTION/OUTLET BOX SHALL BE SIZED AS REQUIRED FOR CONDUCTOR/DEVICES FILL PER N.E.C. g. THREADED CONDUIT HUBS SHALL BE SIZED AND CONFIGURED AS REQUIRED FOR APPLICATION. h. PROVIDE KINDORF MOUNTING RACK FOR FREE STANDING APPLICATIONS. KINDORF SHALL BE PAINTED FOR EXTERIOR APPLICATIONS. i. WHEN SURFACE JUNCTION BOX SYMBOL IS COMBINED WITH DEVICE SYMBOL, PROVIDE APPROPRIATE SURFACE PLATE FOR OUTLET APPLICATION. j j. MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH -IN TO MAINTAIN CLEARANCES. k. "NL" INDICATES FIXTURE CONNECTED AHEAD OF ALL SWITCHES FOR 24 HOUR NIGHTLIGHT OPERATION. - 801W 200 K ° 08035 a m►arn.TRUMM M,sa4 oZ=&CAR s,PJL2W o 3MAWxr�a■ ra4U9 o a A.a�a■►xs oMaFAVIO .PACH RLQ I M a : A' I 501 =4_ LSK. Reeves V FAIR. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. ALA 333 N Knowles Ave, Water Pak Pada 32789 (407) 647-1706 1518 Hendry Street Ft.Myers, Horba 33901 2391-3944 Caporcte No. AAC001197 Sanford Public Safety Complex or Saof d, Florida Design Development p As SHOWN Architect hereby expressly, reserves his comron law copyright �Y and other property rights n these drawings. These shd not be reproduced written permission and consent architect, nor cre t trey to be to any party without first obtaining written perrryssi�on and consent. - revisions - sheet title LEGEND- - EGEND- - scale, As SHOWN - drawn swc - checked swc - approved swc - date, 11-17-08 - project no, 720 - sheet E-001 3 A 3 C D F2 F G 4 5 L 7 0 E 10 11 LIGHT FIXTURE SCHEDULE FOR: Sanford Public Safety Complex DATE: 09123/08 TYPE DESCRIPTION DESIGN SELECTION VOLTS LAMPS/FIXT. NOTES A 1 6"x48" RECESSED GRID MOUNTED LINEAR LIGHTING COMPANY 277 (2) F32T8 1 FLUORESCENT LUMINAIRE TZ61-D-2-ET8-120-G-BW-x 3500K A2 2'x4' RECESSED ACRYLIC. 125 LENS COLUMBIA LIGHTING 277 (3) F32T8 1 FLUORESCENT LUMINAIRE WITH 3 LAMPS JT824-33-2G-FSA 12.125-3EU1-3G 3500K A3 2'x4' RECESSED WALL WASH PARABOLIC LINEAR LIGHTING COMPANY 277 (2) F32T8 1 FLUORESCENT LUMINAIRE WW2-D•2-ET8-xxx-PBL-R-8W-x 3500K A4 4' SURFACE MOUNTED FLUORESCENT STRIP COLUMBA LIGHTING 277 (2) F32T8 1 CS4232-EU 3500K A5 4'SURFACEMOUNTED FLUORESCBNTSTRIP COLUMBA LIGHTING 277 (2) F32T8 1 WITH WIRE GUARD CS4-232-EU-CSWG4 3500K B1 16"x48" VERSABAY FLUORESCENT HIGH BAY COLUMBIA LIGHTING 277 (4) F54T5HO 1 WITH 95% REFLECTIVE, SPECULAR SILVER (NARROW BEAM) LHV4-454-M4RU-4E IJ -F5841 4100K REFLECIORAND HANGER BRACKET B2 2x4'ENCLOSED AND GASKETED LINEAR 6 LAMP COLUMBIA LIGHTING 277 (6)F54T5HO 1 FLUORESCENT HIGH BAY, U.L. DAMP LOCATION LI51ED LHC24-654-AFACP-GW-3EPU-DL 4100K 83 1'x4' RECESSED FLUORESCENT WITH 14 GA. COLD ROLDED NEWSTAR 277 (2) F32T8 1 STAINLESS STEEL HOUSING, .375" CLEAR POLYCARBONATE 53-142-14G-.375PC1.156PPC-120 3500K LENS (OUTER DIFFUSER), AND. 156" PRISMATIC LtTIS (INNER LIF) B4 4' SURFACE FLUORESCENT, FIBERGLASS ENCLOSSYGASKETED COLUMBIA LIGHTING 277 (2) F32T8 1 HOUSING WITH RA RD START ELECTRONIC BALLAST, LUN4-242-EU 3500K U.L. WET LOCATION LISTED B5 4'SURFACEFLUORESCENTCORRIDORWRAPAROUNDWITH COLUMBIA LIGHTING 277 (1)CF32DT 1 CLEAR PRISMATIC LENS AND RAPID START ELECTRONIC BALLAST R04 -232 -EU 3500K B6 4' SURFACE FLUORESCFNT WITH 125" WHITE ACRYLIC LENS PARAMOUNT INDUSTRIES 277 (1) 8WT5 1 U.L DAMP LOCATION LISTED DO-1-8WT5-3-VOLT 3500K C1 CIJRV SERIES CONTINUOUS ROW FLUORFSC:FNT WITH A I FRA LIGHTING 277 (3) F32T8 1 PERFORATED HOUSING ANDAMUSTABLEAIRCRAFT CABLE CV-3T8-PERFCM24-EU-MW 3500K MOUNT, MATTE WHTE FINISH. ELECTRONIC, INSTANT START BA I C2 4' LIGFTAIR DIRECTANDIRECT WITH DARK LIGHTRE FLECTOR SISTEMALUX 277 (2) F35T5 1 AT 65 DEGREES. SUSPENDED FROM COLING WITH 13372-xxx-10 MINI BI -RN BASE AIRCRAFT CABLE GREY FINISH D1 6" V FRTICA L TRIPL E TUBE OOMPA CT FL UORFSCFNT PRESCOLITEI.ISHTING 277 (1)CF32W 1 OPEN DOWNLIGHT LF6CFV32E6-ECFV-B24 GX24q-3 BASE 3500K D2 6" HORIZONTAL QUAD TUBE COMPACT FLUORESCENT PRESCOLITE LIGHTING 277 (2) CF26W 1 OPEN DOWNLIGHT LF6CFV226E3-ECFV-B24 G24q-3 BASE 3500K D3 6" VERTICAL TRIPLE TUBE COMPACT FLUORESCENT PRESCOLITE LIGHTING 277 (1) CF32W 1 LENSEDDOWNLIGHT LF6CFV32EB-6CFVCL-B24 GX24q-3 BASE 3500K D4 8" HORIZONTAL QUAD TUBE COMPACT FLUORESCENT PRESCOLITE LIGHTING 277 (2) CF32VV 1 OPEN DOWNLIGHT LF6CFV232EB-8CFHT-B24 G24q-4 BASE 3500K D5 6" VERTICAL TRIPLETUBEWALL WASH COMPACT FLUORESCENT PRESCOLITELIGH71NG 277 (1) CF32W 1 LF6CFV32EB-6CFVWW B24 GX24q-3 BASE 3500K E1 LX SERIES, LOW PROFILE,THERMOPLASTIC LED EXIT SIGN DUAL -LTTE 277 LED WITH RED LETTERS, SINGLE/DOUBLE FACE WITH CANOPY LXURWE END, CEILING OR WALL MOUNTED E2 LE SERIES, EDGE -LIT LED EXIT SIGN DUAL -LITE 277 LED WITH RED LETTERS, SINGLE FACE LECSRXNE RECESSED END, CEILING OR WALL MOUNTED EM1 LZ SERIES MATCHING REMOTE LIGHTING HEADS DUAL -LITE 277 (1) MR16 HALOGEN 1 CABLE MOUNTING. LZRSW0610 EM2 PG SERIES U.L. WET LOCATION LISTED, OUTDOOR DUAL -LTTE 277 LED EMERGENCY LIGHT FIXTURE DARK BRONZE FINISH PG Z EM3 LOW PROFILE, EMERGENCY LIGHTIEXIT LIGHT COMBINATION DUAL -LTE 277 HALOGEN! 1 WITH RED LETERS WITH A THERMOPLASTIC HOUSING LTURW LED F1 2.5"Hx 2" Wx 49"L T6 FLUORESCENT, SEA MLESSL INE SERIES NIPPO- MIC SPECIALTY CHEMICAL 277 (1) 39W76 1 SAL -UW -1 250-AIFRT-1 250-EWVV F2 4' CONTINUOUS FLUORESCENT MINI COVE LIGHT FIXTURE WINONA LIGHTING 277 (1)F54WT5H0 1 P1- MC-148T5H0-120- MCV U -RA -X -STD G1 WM SERIES, 4' FLUORESCENT WALL BED LIGHT COLUMBIA LIGHTING (1)F32T8 1 WM4-1D32-EU 277 3500K H1 6" LED STEP LIGHT, BRUSHED ALUMINUM FINISH WINONA LIGHTING LED LED-STEP03-6-L-001/HO-ND120V-BAL-WNL-STD 277 WARM WHITE 3000K J1 METAL HALIDEGIMBALS, METALLIC SILVER FINISH PRESOOLITE (1) 39W PAR-20MH 1 A KTMF GR2039-Z 277 K1 52" HAZARDOUS LOCATION FLUORESCENT HUBBELL LIGHTING (2) F32T8 1 HL-HFX-265-x-2 277 4100K K2 HLE SERIES, U.L. WET LOCATION LISTED, FLUORESCENT LIGHT HUBBELL LIGHTING 277 (2)F13W BI -PIN 1 FIX] URE HLE B -F -26-0-B3 L IGHT FIXTURE SCHEDULE REFERENCE NOTES, I IGHT FIXTURF SCHEDULE GENE3RA L NOTES: 1) PROVIDELAMPS. 1) MR16 LAMPS SHALL BEG.E CONSTANTCOLOR, NO EQUAL WILL BEACCEPTED. 2) PROVIDF2 I AMP 1400 LUMEN MINIMUM EMERGENCY BALLAST 2) ALL HID BALLASTED FIXTi1RFS SHALL RFFIJSFn WITH GLR FUSF/FUSFHOLDER 3) LOCATEON WALL PERARCHITECT1OWNIER PRIORTO ROUGH IN 3) ALL FLUORESCENT BALLASTS SHALL BEUNIVERSAL VOLTAGETYPE 4) MOUNT6' AFF. 4) SURSTMJTION FORAS SPECIFIED FIXTURES WILL BE ACCEPTABLE UPON 5) PROVIDECHEVRONSAS SHOWN ON PLANS. APPROVAL OFENGINIER. 6) PROVIDE TRANSFORMER AS REQUIRED. 5) LAMPS BASED ON SYLVANIA. 7) NUMBER OF HEAD PER PLANS. 6) MATCH BUILDING STANDARD. 8) REFER TOARCHITECTSDETAIL. 5) FLUORESCENT LAMPS SHALL BEMIN. 82 CRI 12 13 14 15 GENERAL ELECTRICAL NOTES FOR: Sanford Public Safety Complex DATE: ######### 1) ALL 120V, 20A CIRCUIT I iOMERUNS OVER50FT. SHALL BE #10 CU. MINIMUM, UNLESS NOTED OTHERWISE 2) ALL 120V, 20A CIRCUIT HOMERUNS OVER 150FT. SHALL BE #8 CU. MINIMUM, UNLESS NOTED OTHERWISE 3) COORDINATE EXACT LOCATION OF LIGHTING FIXTURES IN MECH. ROOMS/SPACES WI I H DUCTWORK INSTALLER FRI(DR 1 O ROUGH -IN. LOCATE BELOW DUCTWORK (8'-0" AFF MINIMUM) CENTERED IN ROOM AS MUCH AS POSSIBLE 4) COORDINATE EXACT INSTALLATION REQUIREMENTS OF OUTLETS IN MILLWORK WITH ARCHITECTURAL DRAWINGS, A FPROV ED SHOP DRAWINGS AND MILLWORK INSTALLER PRIOR TO ROUGH- IN. b) VERIFY EXACT LOCA TION OF ALL MECII-1NICALEOUIPMENTWITHMECHANICAL INSTALLER PRIOR TO ROUGH -IN. 6) REFER TO ARCHFFEGTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES. 7) ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULL STRINGS IN THEM. 8) ALL COMPUTER RECEPTACLE CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRA L FOR EACH PHA SE CONDUCTOR. 9) COORDINATE THE RMUI RED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT, (I.E MOTORS, HVAC, KITCHEN EQUIPMEINI, SPECIAL PURPOSEOUTLETS, ELEVATORS, OWNER FURNISHED EQUIPMENT ETC. ) WITH A PPROV ED MUIPMENT SHOP DRAWINGS AND OWNER REPRESENIAIIVES PRIORTO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED PER THE NEC, THE EQUIPMENT NA MEPLATEAND MANUFACTURERS RECOMMENDATIONS. 10) ALL DIMMED CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS FOR EACH DIMMER AND PHASE CONDUCTOR THROUGHOUT THE ENTIRE CIRCUIT. FLUORESCENT DIMMER BALLASTS SHALL BE PROVIDED WITH AN ADDITIONAL DEDICATED CONDUCTOR (3 WIRES TOTA L). 11) THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB, AND THE INSTALLATION OF ANY PRODUCT, INSULATION, OOMFOUND OF MAI ERIAL WNIAININC3OR INCORPORATING ASBESTOS OR FCB, IS PROHIBITED. THE REQUIREMENTS OF THIS SPECIFICATION FOR A COMPLETE A ND PROPERLY OPERATING ELECTRICAL SYSTEM SHALL BE MET WITHOUT THE USE OF ASBESTOS OR PCB. 12) THE POWER COMPANY SHALL BECONTACTED WITHIN 10 DAYS OF THE AWARD OF THE CONTRACT BY THE CONTRA CTOR TO VERIFY THE ACTUAL AV A ILA BLE SHORT CIRCUIT FAULT CURRENT (SOC) AT THE TRANSFORMER SECONDARY BUSHINGS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL DISTRIBUTION AND UTILIZATION EQUIPMENT AND PANELBOARDS WHICH HAVE ArJWITHSTAND RATINGS GREATER THAN THE A VA ILA BLE SSC AT EACH POINT IN THE ELECTRICAL SYSTEM. 13) VISIT THE EXISTING FACILITY AND CAREFULLY EXAMINE THOSE PORTIONS OFTHE BUILDING AND SITE A FFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THEWORK. SUBMISSION OFA PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 14) CONTRACTOR SHALL INCLUDE IN HIS BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL RULES, REDULATIONS AND GUIDELINES APPLICABLE A) CONTRACTOR SHALL COMPLY FULLY WITH FLORIDA STATUTE 403.7186 REDA RIDING MERCURY CONTA IN ING DEV ICES A ND LA MPS. B) LAMPS, BALLASTS AND OTHER MATERIALS SHALL BETRANSPORTEDAND DISPOSED OF IN A CCORDA NCE WITH ALL DEP AND EPA GUIDELINES. C) THE CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION MATERIA, LS WHERE RECYCLED OR DISPOSED OF PROPERLY PER THEGUIDE LINE NOTEDABOVE Ar&#ects and P&ms LSK Reeves V, F.AIA. Kevin Ratigan, A.I.A. Icy A Reeves, Assoc, AIA 333 N Knowles Ave, Whiter Pak, Florida 32789 1;40» 647-1106yy Street1518 Ft. Myer Rorida3390 239-461`3944 Corporate Registration No. AAC001197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his comTlon law copyright and other property rights in these draw% These drawngs shall not be reproduced without written permission and consent of the architect, nor are they to be assigned t0 any party without fist obtaFIng written perrrission and consent. • revisions • sheet title GENERAL NOTES AND LIGHT FIXTURE SCHEDULE - • E6ECTRICAL • drawn swc • checkecl swc • approved. swc • date, 1i-17-08 • • project no. 720 n��A1igwou� - laM'00 l' ° 08035 o� �� •sheet E-002 o HdwMO LPAlaR P&OW o�&=ZKWPJLt 0 JOWL FJL i1MS A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MOUNTED ON CONCRETE_ ��/A\ SO' PEDEST L TYPICAL SECURITY INTERFACE/PEDESTAL . ......... .......... .v .......... V/ ........... ....... ... ... .......... . ............ ................ ......... 11QF ---------- ------ PROXIMI i*, CA D RED R, NtRCO�, ANO RFI VE ICLE J, 0. 4f , . 11 1 TR� 0'IDER1REAqER— WP MOTOWED, SECORITY CR U SP1111 YuiJ "In bATE.' TYPICAL F-1,151LIC pl;4�'IIAI`141 2"C 8000 GALLON DIESEL FUEL TANK Of r_?; SO TO CLOSE 041 1`0TAL 6P 0-; 6) . ...... MANUFACTURED BY TO CARD CONVAULT. FUEL f / j EADER TANK SHr���L IOL A ONTR GENERA] 2 FOR 7 TINUOUS 1ANEd HOURS �ON f OPERATIOIT. ------------ ...... .................... ....... "4, 1500 KW 480V/3PH, Oy V 11ER 2, STAND-BY i'A y .3 , -16, TO CARD GENERA ZT1 I I I I DIESEL GENERATOR . ..... FUEL TANK, AND DER MANUFACTURED BY CHILLER CO --------- CUMMINS POWER IN - - - - - - - - - - - - - - - - /W GROUNDQP .4A, 0 ­ GROUND M05 ANJY PA WEATHER PROOF NEL J; ENCLOSURERATED .......................... .................. SHALL BE ...................... . ---------------------------------- FOR 150MPH BY 'HILLER P.] CONNECTED TO MAIN ti w PHOENIX PRODUCTS. ... GROUNDING ............. ........ SOUND LEVEL il"M :11, 1 A"-" SAFETY COMPLEX. I TION TO BE 4 M, 11\ N .................... . I I A DETERMINED. TTENUA S 11 E A� rIr_ R M4_ T ON j ""; . ........ _4,1 , 1, Ai�rl� TWE �9�ffi ell 1 A ---------- 1`14 ,,,,// JJq FV;UCE 310, 1 1 'j?"m" Ill 1, .............. ........... ....... . ..... . .. . . ..... ........... ENURE BUILDING WILL BE REFER TO SHEET E-401 SPAM P, PROTECTED BY A LIGHTNING "I ...... I FOR CONTINUATION. PANEL 11 C' PROTECTION SYSTEM INwww q.... NEMA 4X ENCLOSURE ACCORDANCE NTH NEC 780. �EFER W/M I AR T� W TO PROVIDE POWER ............... ""A 1 1, ;14-,_,___-" FOR . . . . . .... ..... . . .................. yry TO SHEET E5.06 FOR DETAILSi STATION AND STORAGE Al CLASS I MATERIALS WILL BE L SED. BUILDING AIR TERMINALS WILL BE SOLID Ilr;A)1_ 7J, _117-7 �1711 4.4 ALUMINUM. ROOF CONDUCTOR! WILL J, );J ORS, BE ALUMINUM. DOWN CONDUC ----------- it M 30M, "m 'm 'IT"'I mms, fir. . . m rfra P11zN1.I1/; " .I All ,::i..',5J, ........ . ....... .......... ........ TRAFFIC LIGHT ... ....... R ...... CONTROL PEDESTAL. I EXACT LO�ATION TO BE DETER INED �-A .................. . ........ . . ............ N. ................ ......... z 0 / i1(2) 2-C. WITH PULLSTRING F 'W1 rpwr)mr (,I -- — — -------- Y ii ................... MY1,11411p, (2) 1-C. (1) WITH 120V POWER CIRCUIT AND (1) WITH CONTROL .......... INTERFACE. INTERLOCK TRAFFIC LIGHT WITH DISPATCH OPERATION. Jl ri 4"C WITH PULLSTRING FOR FUTURE 911 COMMUNICATION SYSTEM + A % AND ri`SITE PLAN — ELECTRICAL E -100 y 1" — 30' N ENTIRE PARKICJJG LOT WILL BE ILL - MOUNTED LUMINAIRES BOIzkAR&&.­-,B4L4_,ARD&­*LL ILLUMINATE ALKWAYS WHERE 1,,,,------ - --- ------ RE=FzD._.sPL 1fA_jj6a= SH PHA"ACK ft _01 LOCATED IN `IiE MAIN .......................... BUILDING:,.,.,.,.,.,.,.,,.,,.,.,.,.,.,....,.,. . . ... ENW-§' k[C_ffff__­ A MONITORED B" (35) CCTV ............ .... . ...... . ..... L CAMERAS. MAJORITY WILL BE MOUNTED ON PARKING LOT LIGRT­1P01E3.­`­-'­ --------- 6 ffFA4XF5 51 ......................... /1 60** • drawn, swc • checked SWC • approved. swc ....... . .. ............................. . .... MOUNTED ON CONCRETE_ ��/A\ SO' PEDEST L TYPICAL SECURITY INTERFACE/PEDESTAL . ......... .......... .v .......... V/ ........... ....... ... ... .......... . ............ ................ ......... 11QF ---------- ------ PROXIMI i*, CA D RED R, NtRCO�, ANO RFI VE ICLE J, 0. 4f , . 11 1 TR� 0'IDER1REAqER— WP MOTOWED, SECORITY CR U SP1111 YuiJ "In bATE.' TYPICAL F-1,151LIC pl;4�'IIAI`141 2"C 8000 GALLON DIESEL FUEL TANK Of r_?; SO TO CLOSE 041 1`0TAL 6P 0-; 6) . ...... MANUFACTURED BY TO CARD CONVAULT. FUEL f / j EADER TANK SHr���L IOL A ONTR GENERA] 2 FOR 7 TINUOUS 1ANEd HOURS �ON f OPERATIOIT. ------------ ...... .................... ....... "4, 1500 KW 480V/3PH, Oy V 11ER 2, STAND-BY i'A y .3 , -16, TO CARD GENERA ZT1 I I I I DIESEL GENERATOR . ..... FUEL TANK, AND DER MANUFACTURED BY CHILLER CO --------- CUMMINS POWER IN - - - - - - - - - - - - - - - - /W GROUNDQP .4A, 0 ­ GROUND M05 ANJY PA WEATHER PROOF NEL J; ENCLOSURERATED .......................... .................. SHALL BE ...................... . ---------------------------------- FOR 150MPH BY 'HILLER P.] CONNECTED TO MAIN ti w PHOENIX PRODUCTS. ... GROUNDING ............. ........ SOUND LEVEL il"M :11, 1 A"-" SAFETY COMPLEX. I TION TO BE 4 M, 11\ N .................... . I I A DETERMINED. TTENUA S 11 E A� rIr_ R M4_ T ON j ""; . ........ _4,1 , 1, Ai�rl� TWE �9�ffi ell 1 A ---------- 1`14 ,,,,// JJq FV;UCE 310, 1 1 'j?"m" Ill 1, .............. ........... ....... . ..... . .. . . ..... ........... ENURE BUILDING WILL BE REFER TO SHEET E-401 SPAM P, PROTECTED BY A LIGHTNING "I ...... I FOR CONTINUATION. PANEL 11 C' PROTECTION SYSTEM INwww q.... NEMA 4X ENCLOSURE ACCORDANCE NTH NEC 780. �EFER W/M I AR T� W TO PROVIDE POWER ............... ""A 1 1, ;14-,_,___-" FOR . . . . . .... ..... . . .................. yry TO SHEET E5.06 FOR DETAILSi STATION AND STORAGE Al CLASS I MATERIALS WILL BE L SED. BUILDING AIR TERMINALS WILL BE SOLID Ilr;A)1_ 7J, _117-7 �1711 4.4 ALUMINUM. ROOF CONDUCTOR! WILL J, );J ORS, BE ALUMINUM. DOWN CONDUC ----------- it M 30M, "m 'm 'IT"'I mms, fir. . . m rfra P11zN1.I1/; " .I All ,::i..',5J, ........ . ....... .......... ........ TRAFFIC LIGHT ... ....... R ...... CONTROL PEDESTAL. I EXACT LO�ATION TO BE DETER INED �-A .................. . ........ . . ............ N. ................ ......... z 0 / i1(2) 2-C. WITH PULLSTRING F 'W1 rpwr)mr (,I -- — — -------- Y ii ................... MY1,11411p, (2) 1-C. (1) WITH 120V POWER CIRCUIT AND (1) WITH CONTROL .......... INTERFACE. INTERLOCK TRAFFIC LIGHT WITH DISPATCH OPERATION. Jl ri 4"C WITH PULLSTRING FOR FUTURE 911 COMMUNICATION SYSTEM + A % AND ri`SITE PLAN — ELECTRICAL E -100 y 1" — 30' N ENTIRE PARKICJJG LOT WILL BE ILL - MOUNTED LUMINAIRES BOIzkAR&&.­-,B4L4_,ARD&­*LL ILLUMINATE ALKWAYS WHERE 1,,,,------ - --- ------ RE=FzD._.sPL 1fA_jj6a= SH PHA"ACK ft _01 LOCATED IN `IiE MAIN .......................... BUILDING:,.,.,.,.,.,.,.,,.,,.,.,.,.,.,....,.,. . . ... ENW-§' k[C_ffff__­ A MONITORED B" (35) CCTV ............ .... . ...... . ..... L CAMERAS. MAJORITY WILL BE MOUNTED ON PARKING LOT LIGRT­1P01E3.­`­-'­ --------- 6 ffFA4XF5 51 ......................... /1 60** • drawn, swc • checked SWC • approved. swc 2b,8V/1 PH C. 'n-17-08 TO CARD ,ZADER .................... JR CONTROL %.,, ------------- ------ ............... ..... ........ 2 C. .... ..... ... . ,T TO CLOSE GATE f TO CLOSE GATE MOTORIZED SECURITY GATE, T,yp . ........... .................. ..........wyw r 4111-1.1,11F71 Wilkamon Cartier Ire%^ AA~9 A"17 � -96111L ��iaw 0 08035 • EWA= L PAM 1PA 4M • AWAAMOMAPAOM CAML MDOWFAMM I G oe G�9 VXIIFU�Ilk MA 17,11MAT, LSK Reeves V, FAIA Kevin Ratigan, A.I.A. Ices A Reeves, Assoc. AIA 333 N Knowles Ave. Water Pak Florida 32789 (4% 647-VO6 1518 Hendry Street Ft. Myers, Paida 33901 239-461-3944 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby e)qoressly reserves his common law copyright and other property rights n these drawngs. These drawings shd not be reproduced without written permission and consent of the crchitect, nor cre they to be assig-ed to cny perty wffoL# first obtahM written perrnssion and consent = 011VA �� LIS] • sheet title SITE PLAN ELECTRICAL • scale, AS SHOVVN • drawn, swc • checked SWC • approved. swc • date, 'n-17-08 • project no. 720 • sheet E-100 1 A C 0 E F R G V. 2 3 4 5 0 7 10 11 12 13 14 NeK7 FIRST FLOOR PLAN — POWER E-101 1 /16" - 1'-0" IFLC n:cs o GAWAA o s=xa o sMAW O MAau O�L= Call dff -Oftam 15 � G P s�J �, Oe �� C� Architects and P&ms LSK Reeves V, F.AIA. Kevin Ratigan, A.I.A. Icn A Reeves, Assoc. AIA 333 N Knowles Ave. Wrlter Parc Florida $2789 (407) 647-1706 1518 Hendry Street Ft. Myers, Rokla 33901 239-461-3944 Corporate Regsrra hon No. AACOOT197 Sanford Public Safety Complex ISanford, Florida Design Development ------ kchitect hereby expressly, reserves his common law copyright and other property rights n these drawngs. These drawings shall not be reproduced without written perrrrssion and consent of the architect, nor are they to be assg-ed to any party without first obtdnng written perr nission and consent 080,351 AWL KEY PLAN • revisions • sheet title FIRST FLOOR PLAN - POWER • Scale. AS SHOWN • drawn swc • checked. swc • approved, swc • dates 11-17-08 • project no, 720 . sheet E-101 A M. C FIC E F G 1 3 4 5 6 7 a 9 10 11 12 13 14 15 W- Ttr'!'77 i M -7--v 71E asZWW—ass 080351 MATCH 4LNF_ KEY PLAN UAW= 10=1RIZ; � LSY, Reeves V, FAIA. Kevin Rotigcr, A.I.A. Icn A Reeves, Assoc ALA 333 N Knowles Ave, water Pak Rordo 32789 (407) 647-V06 1518 Hendry Street Ft. Myers, Paida 33901 239-461-3944 Corporate Reg V*x1on Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect nor are they to be assigned to any party wffxxft first obt&ihg written perrrission and consent. - revisions - sheet title PARTIAL FIRST FLOOR PLAN - AREA B POWER • scde, ------ ---- - ---- ---- ----- -- ---- .. .. .... .. ---- -- ... .... • checked. C' 0%y. • cipproved, swc • dcite, 11-17-08 W- Ttr'!'77 i M -7--v 71E asZWW—ass 080351 MATCH 4LNF_ KEY PLAN UAW= 10=1RIZ; � LSY, Reeves V, FAIA. Kevin Rotigcr, A.I.A. Icn A Reeves, Assoc ALA 333 N Knowles Ave, water Pak Rordo 32789 (407) 647-V06 1518 Hendry Street Ft. Myers, Paida 33901 239-461-3944 Corporate Reg V*x1on Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect nor are they to be assigned to any party wffxxft first obt&ihg written perrrission and consent. - revisions - sheet title PARTIAL FIRST FLOOR PLAN - AREA B POWER • scde, AS SHOWN • drawn swc • checked. SWC • cipproved, swc • dcite, 11-17-08 - project no. 720 - sheet E -101B A A C 0 E F G 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ................ ... -. - ... _ - N 1 PARTIAL FIRST FLOOR PLAN — AREA C — POWER �1/8° _ V -o• AS SHOWN • drawn / • checked swc • approved swc • dates -n--17-08 ... Ila CCN ❑J - W l „ SCBA AIR : COMPRESSOR, . ... 1 I WAM • /`X" , .:.... . :............ ;; - CCN ....... 0j[3 r G 12 13 14 15 ................ ... -. - ... _ - N 1 PARTIAL FIRST FLOOR PLAN — AREA C — POWER �1/8° _ V -o• M 3il� sIn CartiGc R"Ju12124E*l A"m-3@116a200 rloslOa 32117 .aEaAM°ue08035 0 GAWA.�WIP&O n 01=&cA1Z! PJLMas 0 Um " 4M O=VA.ZMWAXsa� 0 �LKE1M1Mrai1MC1 0 MATCH WL KEY PLAN P e9 'P � Architects or d PICT ms ISK Reeves V, FAIR. Kevin Ratigan, A.I.A. lai A. Reeves, Assoc. AIA. 333 N Knowles Ave, Water Pak, Florida 32789 (407) 647-V06 1518 Hendry Street Ft. Myers, Pa oda 33901 239-461-3944 Corporate teR19 egttratkn No. AACO Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his corrmon law copyright and other property rights n these drawings, These drawhgs shal not be reproduced without written permission and omsent of the architect, nor are they to be assigned to cny party without fist obtaihng written pemission and consent • revL�= • Sf122Y ME PARTIAL FIRST FLOOR PLAN - AREA C - POWER • scale. AS SHOWN • drawn / • checked swc • approved swc • dates -n--17-08 ... Ila ❑J G W l „ SCBA AIR ®G COMPRESSOR, . WAM • /`X" , :............ ....... • r G ;: - �G _ �t FCU -4 G - :.� . ,.. - : . ... ,:, , :_. !- PANEL 11 D' � ....... ..... M 3il� sIn CartiGc R"Ju12124E*l A"m-3@116a200 rloslOa 32117 .aEaAM°ue08035 0 GAWA.�WIP&O n 01=&cA1Z! PJLMas 0 Um " 4M O=VA.ZMWAXsa� 0 �LKE1M1Mrai1MC1 0 MATCH WL KEY PLAN P e9 'P � Architects or d PICT ms ISK Reeves V, FAIR. Kevin Ratigan, A.I.A. lai A. Reeves, Assoc. AIA. 333 N Knowles Ave, Water Pak, Florida 32789 (407) 647-V06 1518 Hendry Street Ft. Myers, Pa oda 33901 239-461-3944 Corporate teR19 egttratkn No. AACO Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his corrmon law copyright and other property rights n these drawings, These drawhgs shal not be reproduced without written permission and omsent of the architect, nor are they to be assigned to cny party without fist obtaihng written pemission and consent • revL�= • Sf122Y ME PARTIAL FIRST FLOOR PLAN - AREA C - POWER • scale. AS SHOWN • drawn swc • checked swc • approved swc • dates -n--17-08 • project no. 720 . sheet E -101C A .1 Ef IC E F G 1 2 ...... - -------- - ------------ 'V 3 1 4 5 6 7 8 9 10 11 12 13 14 15 B H .. ............... ... .... ........ ... ............... .. ..... ......... ... ............... ... ................ . ..... ...... .. ... .............. ............... ... ............... ... ............... .. ............... ... .............. .. ............ ............ ... ......... ..... .. ........... ... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------------- ................. TV ------------ ------ --------------- ... . .. TV(b;4 • approved, swc • date, 11--17-08 ---------------- VAV 2-2 'Q "0. ............ --............ A EF -14 - --------- ------- $M -- -- -- : (2)CCTV9 ......... . . ............... qP qP qP . ... ........ ............ I - . ......... .. ... .. - . ...................... ........... ........ ............... - ----- ..... .... ... ... ------ - ----........ -- ------------ --- -- ----- ................ CCTV ---------- ........... . ................ TV ....... - ------------------- qP CCTV .. . .. ... ------- ---------------- • G 4" G ---------------- --------- ------------------- .......... . ... VP G ------------- G G --------------- .................. �=-- ----------- ........... =M hil 1341 VIA A - PnWFP Q' of . ON '00.10MM-MM". .0 .. . . .... Odd .140" ......... ""'. ------------------------------------------------- 12 Avw - MIL 200 �Mi1°'s' 08035 0 GAMAMMMIAMPAMIN 0EM&CARMNLOW 13HMAMZFAMPJL4M 0 JMA.MZMXP.LOM 0JMLK1V91=LFJLG1M I SOL KEY PLAN G\ U4�kILF110=12A 1� LSK Reeves V, FAIA Kevin Ratigan, A.I.A. l A Reeves, Assoc. ALA 333 N Knowles Ave. venter Pak Florida 32789 (404 647-V06 1518 Hendry Street Ft. Myers, Paba 33901 239-461-3944 Caporate Reotxifim Na AACOOT197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his comrrx)n law copyright and other property rights h these cirawrgs. These dawhgs shad not be reproduced wftyjt written permission and consent of the architect, rK)r are they to be assigned to any party without first obtarrg written permission and consent. • revisions - sheet fitie PARTIAL SECOND FLOOR PLAN - AREA A - POWER • scde, N ----------- - ------ ........ ------ ..................... ------- ---------- --------------------------- ---------- ................. TV ------------ ------ --------------- ... . .. TV(b;4 • approved, swc • date, 11--17-08 ---------------- VAV 2-2 --............ 12 Avw - MIL 200 �Mi1°'s' 08035 0 GAMAMMMIAMPAMIN 0EM&CARMNLOW 13HMAMZFAMPJL4M 0 JMA.MZMXP.LOM 0JMLK1V91=LFJLG1M I SOL KEY PLAN G\ U4�kILF110=12A 1� LSK Reeves V, FAIA Kevin Ratigan, A.I.A. l A Reeves, Assoc. ALA 333 N Knowles Ave. venter Pak Florida 32789 (404 647-V06 1518 Hendry Street Ft. Myers, Paba 33901 239-461-3944 Caporate Reotxifim Na AACOOT197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his comrrx)n law copyright and other property rights h these cirawrgs. These dawhgs shad not be reproduced wftyjt written permission and consent of the architect, rK)r are they to be assigned to any party without first obtarrg written permission and consent. • revisions - sheet fitie PARTIAL SECOND FLOOR PLAN - AREA A - POWER • scde, AS SHOWN • drawn swc • checked, SWC • approved, swc • date, 11--17-08 - project no. 720 - sheet E -102A A M C d E F G 1 3 4 5 1-i 7 F;1 Lei 1n 1R -&*L20 K�ar' '>i"'- 080351 MATCH 12L 0GARFAMSX30OWNLOW 0 Z=LCARM06PJLAw 0BWA3DLPA=PJL4M 0 M= A.XUALVIAd I KEY PLAN U'Tfflr]�* I �61=7717 .1 ISX. Reeves V, FAIA Kevin Ratigcr), A.I.A. Icn A Reeves, Assoc AIA 333 N Knowles Ave. Water Pak Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Rorldo 33901 239-461-3944 Corporate Rej&ahon Na AACOOT197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his corTrnon law copyright and other property rights n these dawrgs. These dawngs shci not be reproduced wffhout written permission and consent of the architect, nor are they to be assigned to any party without fist obtaking written permission and consent. - revisions - sheet Me PARTIAL SECOND FLOOR PLAN - AREA B - POWER • scale, AS 9-10WN • drawn, swc • checked. Swc • approved, swc • date, n -T7-08 - project no, 720 - sheet E-1028 A C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ................ ----------- ---------- -------- ... .............. .......... ........ .......................... ....... ... . ... .............. .............................................................. ... ....... ....... ... ........... ............ ....... ..... ...... ........... ............................................ ............... ... .......... ..... ... ................ ....... ......... ............................. .............................. ----- - ----- - ------ - ................ .......... ...... ......... . ........ ............. ... J d -------------------- ... : : --d ................. ........... ............. .... ............................... . ... .... �-':: . ........................................... ........... . ........................................ ------------ ---------- ------------------- ------------- — .................................... ................... ... \0 V. N ----------- G�CPV En ,111649- IF OR PLAN — AREA C — POWER 06MMAM OX=I.C,U 08MAWL 0 AMA.= 0AWLM M - 9110L 200 Nn N 08035 MA10i WL KEY PLAN____ _ Architects and PdT)as LSY, Reeves V, FAIA Kevin Ratigan, A.I.A. Icn A Reeves, Assoc. AIA 333 N Knowles Ave. Wnter Pak, Fonda 32789 (407) 647-V06 1518 Hendry Street Ft. Myers, Pbrida 33901 239-461-3944 Corporate Reostranon W AACOOT197 Sanford Public Safety Complex Sanford, Florida Design D Design Vig eS el Development Development ect Architect hereby expressly reserves his oaTrnon law copyright 0 and other property rights h these c1rawngs These r k c 'I . kawhgs shall not be reproduced wftyjt pwfMon and consent =written of the architect, nor are they to be assigned to any party without first obtc" written permission cnd consent M [-11VA �� Ile] iZti - sheet title PARTIAL SECOND FLOOR PLAN - AREA C - POWER • scale AS SHOWN • drawn. swc • checked swc • approved. swc • date. 11-17-08 • project no, 720 • sheet E-1020 A A C f E F G 2 3 4 5 6 7 8 9 10 11 12 13 14 N 1 FIRST FLOOR PLAN — SYSTEMS E-111 1/16* = V-0" SolIL 200 o GMffA.waX2NAW1PJL4s o 1=&CARMWPJLNW O ®IIAOLrAMr1MM o a A.Z3M3 KFJLWW 0JWLXEV0@ tFi61W 08035 15 mer LWL KEY PLAN Geo Architects c d Planers ISK. Reeves V, FAIA Kevin Ratigan, A.I.A. Irn A Reeves, Assoc. AIA. 333 N Knowles Ave, Wnter Pak Rorido 32789 (407) 641-V06 1518 Heresy Street Ft. Myers, Rorida 33901 239-461-3944 Corporate Regstration No. AACOOTI97 Sanford Public Safety Complex ISanford, Florida Design Development Architect hereby e)qDressly reserves his comnon law copyright and other property rights in these drawings. These drawings shd not be reproduced without written permission and consent of the crd-rtect, nor are they to be assigned to cny perty wff o-# first obtaining written permission cnd consent. • revisions • sheet title FIRST FLOOR PLAN - SYSTEMS • scale. AS SHOWN • drawn swc • checked. swc • approved. swc • date. 11-17-08 • project no, 720 • sheet E-111 3 4 5 0 7 I I 10 11 12 13 14 15 A 0 C 7 E F G f E w C`VC`T['\IC' la"*wir 1?�oes %I A.w-SAL2001PP" 08035 a GAMA.wRAMPAoe PAGIC aX=LCA MPJLm o 8MAMLPAMPJL4M o a A.=JMM%ra WW o �e,K�aoe�,�aaws � • date. 11—n-08 • project no, 720 MATCH UYL • sheet E -111A KEY PLAN A U A E F 1 2 4 5 R 7 2 9 10 12 13 14 15 ............. .............. . ... ..... .. ..... ........... ...... L. — �11 .......... ...... ........ ... ............... .. ..... . ... .. . ............. - - - -- - - . .... .......... ... .. - ... ...... -- -- - - - - - - - ....... ------- .... ... ............... ... ............... ....... .......... ........... ............... . ...... . 7 ....... ... .... ....... .. .. ........ ... ... ............... ... ............... .. .......... . ............... --- --------------- --------------- --- ---------- ---------------------------- --------------- . .. .......... ..... --- ----- - ------ -1 ............. .......... ... ....... ............. ...... ---------------------- ---- ---- -- -------------- ----- ------------------ ------------------------------------------ - -- --------------------- MDC .. .. ................................. .............. V ............... .................................... . . . . . . . . . . ........... ... . .. .. . . . . . . - . . . . . ... . . . . . - - - - - - - - -- . . . . . . . . . . . . . . - - - - - - - - - - - - - . . . . . . . . . . . . . . - - - - - - - - - 4DC. . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - --- - --- - -- - - - - - - - - - - - - -- - -- - -- - - - - - - - -- - - -- -- ---- - - - - - - - - - - - - - - - - - - - - - - - UPON ACTIVATION OF FIRE ALARM Z1731tM INANUt WALL SHUT DOWN. PROVIDE RELAY, WRING, AND CONNECTION TO SHUNT TRIP BREAKER IN PANEL 'LlA'. 1219111WWhA�-SoUL200 " 32917 t �i a 08035 ri GUN A. PAOIC 0Karim. CA1ZWPJL!�1 C3RWAWLPAMPJL4M OMMA.MMMANLOW 0JWFLKXV9NWPJL41W I MATCH 100 KEY PLAN Architects cr)d Planers ISY, Reeves V, FAiA Kevin Ratigcr), A.I.A. Ian A Reeves, Assoc AIA 333 N Knowles Ave, water Pak Rwda 32789 (407) 647-VO6 1518 Hendry Street Ft, Myers, Rorba 33901 239-461-3944 lemp-M.I.N. Pow;'im 10 7. X L V- Le -f*061 I k* I Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby e)q:)resdy reserves his common law copyright and other property rights In these drawing. These alrawrgs shall not be reproduced without written permMon and consent of the architect nor are they to be auqg,ed to any party without first obtdft written pern-Mm and consent. 31MUT"N • sheet t* PARTIAL FIRST FLOOR PLAN - AREA B SYSTEMS • scale. AS SHOWN • drawn swc • checked, swc • approved, swc • date. 11-17-08 - project no. 720 - sheet E -111B 1 A A E F G 2 3 4 5 0 7 0 10 11 12 191 14 15 N 1 PARTIAL FIRST FLOOR PLAN — AREA C — SYSTEMS E -111C 8 = V-0" -10L 900 "� .%ZVwirWm 08035 0 ""a.ws,®tWKsaain a aisxcsas a now�x>r sa.� o �n.>mno�.>ra ea tabMlkL KEY PLAN PSG GPo Architects aid Planers LSK. Reeves V, F.AIA. Kevin Ratigan, A.I.A. lai A Reeves, Assoc. ALA 333 N Knowles Ave. Wnter Pais Honda 32789 (407) 647-V06 y Ft`t.. Myers, Ror do 33 Street1 239-461-3944 Corporate Reotration No. AAC001197 Sanford Public Safety Complex Sanford, Florida F n Development Architect hereby expressly reserves his corrrnon law copyright and other property rights n these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaiing written perrrmon and consent. • revisions . sheet title PARTIAL FIRST FLOOR PLAN - AREA C - SYSTEMS • scale, c0 • drawn swc • checked swc a swc • dates 11-17-08 r r• .w / /w ' it .. .. .: , ' r. ...... ....... ... ............... .. .. .. ...:.... ... ........... ...../ ........ ... r. . .......... ...............r,G.. ....... ... ............... ....... ... ......... ... ............ ... ............ ........ / N 1 PARTIAL FIRST FLOOR PLAN — AREA C — SYSTEMS E -111C 8 = V-0" -10L 900 "� .%ZVwirWm 08035 0 ""a.ws,®tWKsaain a aisxcsas a now�x>r sa.� o �n.>mno�.>ra ea tabMlkL KEY PLAN PSG GPo Architects aid Planers LSK. Reeves V, F.AIA. Kevin Ratigan, A.I.A. lai A Reeves, Assoc. ALA 333 N Knowles Ave. Wnter Pais Honda 32789 (407) 647-V06 y Ft`t.. Myers, Ror do 33 Street1 239-461-3944 Corporate Reotration No. AAC001197 Sanford Public Safety Complex Sanford, Florida F n Development Architect hereby expressly reserves his corrrnon law copyright and other property rights n these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtaiing written perrrmon and consent. • revisions . sheet title PARTIAL FIRST FLOOR PLAN - AREA C - SYSTEMS • scale, As SHOWN • drawn swc • checked swc • approved. swc • dates 11-17-08 • project no, 720 . sheet E -111C A 4 C A E F G 2 3 N 5 0 7 0 N iD] 11 12 1.3 14 15 Architects cnd Pbmers LSK Reeves V, FAIA Kevin Ratigan, A.I.A. Icn A Reeves, Assoc. AIA 333 N Knowles Ave, venter Pak Florida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Paida 33901 239-461-3944 Sanford Public Safety Complex ISanford, Florida Design Development ... _..--- Architect hereby expressly reserves his common law copyright and other property rights n these drawings. These dra%*i shd not be reproduced wfta.it wrfften permission and consent of the architect, nor are they to be as*gned to cny perty wffa t first obtcnng wrfften perrrission and consent. • revisions • sheet title SECOND FLOOR PLAN - SYSTEMS • scde� As sI -lowly SECOND FLOOR PLAN — SYSTEMS drawn swc N E-112 1/16 = V -o• checked swc • approved. swc w„ �, • date 11-17-08 -RAW oo � o� 'project no. 720 Wa 08035 a 0MW& WRXERAMPS43W o gar A aNe AR sew a WWAW L M.MZZ4M o Wra KEWDOW ra MM MAIDJ UYL KEY PLAN sheet E-112 rw C L11 E F G 1 � . . . ,-, A ". , � W �t . ....... .. .............. - I /I - - - - ' ; ....... - 1 (02� r 2 3 U 5 5 n- 7 R 4 10 11 12 13 14 15 I .11/•11- I . . . -.1 ' I I I—- � I I -.1, I I . I/ . . , . 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These c1rawrgs shall not be reproduced without written perrnisslon and consent of to architect, nor are they to be assigned to any party without first obtd*g written pwdssbn and consent. - revisions - sheet title PARTIAL SECOND FLOOR PLAN - AREA A - SYSTEMS - Scale AS SHOWN - drawn. Swc - checked Swc - approved, swc - date, 11-17-08 - project no, 720 - sheet E -112A A 91 C D E F G 1 2 3 4 E M 7 M. E off 11 1R C3 -sols m Fw;@W3Ws—m 08035 1MATCH WINL KEY PLAN G, oe x;09 FWITX r I F1%; VMe"A I "A 1"MA W LSK Reeves V, FAIA Kevin Ratigcr), AJ.A. l A Reeves, Assoc. ALA 333 N Knowles Ave. Wnter Pak Pbrido 32789 (407) 647-VO6 1518 Hendry Street Ft. Myers, Fonda 33901 239-461-3944 Corporate RedstraMon No. AAC001197 Sanford Sanf ord Public Safety Complex Sanford, Florida Design Development Arch tett hereby expressly reserves his common law copyright and other property rights h these drawings. These drawings shd not be reproduced without written pemisdon and consent of the crchtect nor are they to be mg -ed to cny party without first obtarrg written permission and consent - revisions - sheet title PARTIAL SECOND FLOOR PLAN - AREA B - SYSTEMS • scale AS 9-10WN • drawn swc • checked, swc • approved. swc • date, 11-17-08 - project no, 720 - sheet E-1126 1 9 3 4 5 F 7 8 9 10 11 12 13 14 15 A 3 C 7 E F G W. A 0 C E E F G 2 G2 5 FI R N 10 12 13 14 15 N 1 FIRST FLOOR PLAN — LIGHTING E-121 1/16" = V-0" °a GAZ o� 0 JWV la.iw 2m 080351 MATCH 10L KEY PLAN P sic �,0 Oe �� C� Architects a d Plarws LSK. Reeves V, FAIR. Kevin Ratigcm, A.I.A. Icn A Reeves, Assoc. ALA 333 N Knowles Ave. venter Pak Florida 32789 (447) 647-VO6 118 Hencky Street Ft Myers. Florida 33901 239-461--3944 IST• 77, 9• �� •• I� Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights h these drawhgs. These drawngs shd not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtahhg written permission and consent. • revisions • sheet title FIRST FLOOR PLAN - LIGHTING • scc lei As SHOWN • drawn swc • checked swc • approved. swc • date, 11-17-08 • project no. 720 . sheet E-121 A ME C D E F G I 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 I , ::� 01 �` --- ---- . .. . . . . . . .............. � , I . , I '_- ,Ill. A , . T , " , ,­ � ."?, ), ­ I ,'I,-,,,,,,,,,, 11 . . I 1'__-_._ I" I - , . I I -.1.1 I " ', ,� , ; A '1� I " , I 'Q � , 1, : ., I:,_- , : . ; : : : i I .. ........... ­­­ � ............. . ... .......... ­­­ ... � ----------- .. ............... ... ......... ­­­ --------------- . : % ,U 1� I.. -..i-.-, ,, ; : ; ; : i : � ... ............... ... ....... 1.11.1 .. .. ............... ... ............... ... ....... � ....... ­ ­ ------------ ... ............... . 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I - - - __ - $� sheet KEY PLAN A A C 0 E I Le 1 2 3 4 5 6 7 $ Wt 10 11 12 13 14 15 LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALL BE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING NTH DIMMER CONTROL. s�� hic. w 12M0*U&AA le-ft1W 9 P� 20m 08035 06AW&wRZIPAW LOW 0 I=Z CA12E IPJL A 0 HWA1 WLPAIK'iPA 4M a > A.=XWXPJLWW a AWLKRPRI MINanas i MATCH LLNFL KEY PLAN LSK. Reeves V, FAIA. Kevin Ratigan, A.I.A. Irn A Reeves, Assoc. AJA 333 N Knowles Ave. Wnter Pak Ronda 32789 (407) 647-1706 1518 Hendrytreet R ryy Ft. Myers, 33901 239-461-3944 Corporate Regstratlon No. AAC001197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his comm law copyright and other property rights n these drawings. These drawngs shal not be reproduced without written permission and consent of the crchitect, nor are they to be assigned to cry party without fist obtd" written perrrissi�on and consent. • reVIisi0ns • sheet title PARTIAL FIRST FLOOR PLAN- AREA B - LIGHTING • scale, As SHOWN t swc • checked. swc • approved swc • date, 11-17-08 -� -- - , -. -- ,, .... O O t W r Q , r ,�. • , r ,.. IL2 =10_ . T- . _._ ,_ , :. .,......... ... , o O _ ....... _._........... .......... - ... ........ . 0 LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALL BE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING NTH DIMMER CONTROL. s�� hic. w 12M0*U&AA le-ft1W 9 P� 20m 08035 06AW&wRZIPAW LOW 0 I=Z CA12E IPJL A 0 HWA1 WLPAIK'iPA 4M a > A.=XWXPJLWW a AWLKRPRI MINanas i MATCH LLNFL KEY PLAN LSK. Reeves V, FAIA. Kevin Ratigan, A.I.A. Irn A Reeves, Assoc. AJA 333 N Knowles Ave. Wnter Pak Ronda 32789 (407) 647-1706 1518 Hendrytreet R ryy Ft. Myers, 33901 239-461-3944 Corporate Regstratlon No. AAC001197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his comm law copyright and other property rights n these drawings. These drawngs shal not be reproduced without written permission and consent of the crchitect, nor are they to be assigned to cry party without fist obtd" written perrrissi�on and consent. • reVIisi0ns • sheet title PARTIAL FIRST FLOOR PLAN- AREA B - LIGHTING • scale, As SHOWN t swc • checked. swc • approved swc LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALL BE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING NTH DIMMER CONTROL. s�� hic. w 12M0*U&AA le-ft1W 9 P� 20m 08035 06AW&wRZIPAW LOW 0 I=Z CA12E IPJL A 0 HWA1 WLPAIK'iPA 4M a > A.=XWXPJLWW a AWLKRPRI MINanas i MATCH LLNFL KEY PLAN LSK. Reeves V, FAIA. Kevin Ratigan, A.I.A. Irn A Reeves, Assoc. AJA 333 N Knowles Ave. Wnter Pak Ronda 32789 (407) 647-1706 1518 Hendrytreet R ryy Ft. Myers, 33901 239-461-3944 Corporate Regstratlon No. AAC001197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his comm law copyright and other property rights n these drawings. These drawngs shal not be reproduced without written permission and consent of the crchitect, nor are they to be assigned to cry party without fist obtd" written perrrissi�on and consent. • reVIisi0ns • sheet title PARTIAL FIRST FLOOR PLAN- AREA B - LIGHTING • scale, As SHOWN • drawn swc • checked. swc • approved swc • date, 11-17-08 • project no. 720 . sheet E -121B 1 A C No I= F G 2 3 4 5 8 7 0 0 10 12 13 14 15 LJ - J ' cc L ..f . , .. i Chltects cnd Plams / ' LSK. Reeves V, FAIR. Kevin Ratigan, A.I.A. Icn A Reeves, Assoc. AIA. 333 N Knowles Ave. Wnter Pail Fbrida 32789 (4CO 647-U06 1518 Hendry Street Ft Myers, Florida 33901 239-461-3944 Corporate Re*#cdim No. AACOOT197 Sanford Public Safety Complex 1 PARTIAL FIRST FLOOR PLAN — AREA C — LIGHTING 121 1/8" = 1'-0* LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALLBE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING WITH DIMMER CONTROL. ° am o L><M o» o=9 o� N Cartier 4>loM�.'00 08035 MATCH WL KEY PLAN Design Development Architect hereby egc)ressly reserves his cormm law copyright and other property rights n these drawhgs. These drawhgs shat not be reproduced without written permission and consent of the architect, nor are they to be as*gned to any party without first obtdnhg written permission and consent. • revisions • sheet title PARTIAL FIRST FLOOR PLAN - AREA C - LIGHTING • Scale. AS SHOWN • drawn swc • checked. swc • approved swc • date. 11-17-08 t HMO / 41, NOr ... �. , . y r � ., iY. �� [Florida r '� � �� -.. - .� .. .1., , , s Sanford, 1 PARTIAL FIRST FLOOR PLAN — AREA C — LIGHTING 121 1/8" = 1'-0* LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALLBE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING WITH DIMMER CONTROL. ° am o L><M o» o=9 o� N Cartier 4>loM�.'00 08035 MATCH WL KEY PLAN Design Development Architect hereby egc)ressly reserves his cormm law copyright and other property rights n these drawhgs. These drawhgs shat not be reproduced without written permission and consent of the architect, nor are they to be as*gned to any party without first obtdnhg written permission and consent. • revisions • sheet title PARTIAL FIRST FLOOR PLAN - AREA C - LIGHTING • Scale. AS SHOWN • drawn swc • checked. swc • approved swc • date. 11-17-08 • project no. 720 • sheet E -121C A 0 C E C F G 2 3 4 5 0 7 N. 0 10 11 12 13 14 N 1 SECOND FLOOR PLAN — LIGHTING E-122 1/16" = V-0" ZW�-&*&2oo ia 08035 a a��.ws�uoet,:aou� o �artaxcr►>�s.sasa�r o �awam�.s�saw� o XPFAAWO Nt PJLt 0JWL1Pa61w i 15 ger UNL KEY PLAN P e sC�� O�� Architects and Planers ISK. Reeves V, FAIA. Kevin Ratigan, A.I.A. Ices A Reeves, Assoc, AIA, 333 N Knowles Ave, winter Pais Florida 32789 (407) 641-1706 1518 Hencly Street Ft. Myers, Ruda 33901 239-461-3944 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights n these drawing& These drawhgs shall not be reproduced withotA written per rMon and consent of the architect, nor are they to be assigned to any party without fist obtamg written pemnssion and consent, • revisions • sheet title SECOND FLOOR PLAN - LIGHTING • Scale. AS SHOWN • drawn swc • checked, swc • approved swc • date. 'n -,v -o8 • project no, 720 • sheet E-122 A a M E F G 1 2 3 4 t) 7 I I 1n 117 1r, ....... .. ............... ... ............... .. ........... - ..................... .............. ... ............... .......... ... ............... .. .......... .... ... ............... ... ................ ... ............... ... ............... .. ............... ... ....... ....... ... ............... ... ............... ... ............... ............. ... ............... ... .......... . ... ............ .. ... ............... ... ......... . ... ............... ... ............... ............... ... ............... ... ..... ... ...... .. .. ............... ... ... ........... ................. . . ..... - ..... ....... I .......... .......... ................ .................... - ------- ..................................... ............. ................ 01 .............. - ................ .. ............... .. ..... ............ . ................. . ............ ................ .................................................. ............ ...... 02 ........ ... ... . . . ............... ----- --- ....... .. .............. ............................. . . . . . . . . . . . . ........ .......... ........... ............... ..... ---------- ............ --------- ........................................ Li. SWC • approved swc • date, B U 5 U U Li ------------- .. ... ......... ............ D E -- -- --- --- -- H ............. ........... ... ................ ... ............... ... ... ------------- 1'-- - ****, - * 11 ... ................ ......... .............. ... ............... ...... .. ........ ................................. .......... ;--: .......... ------ --------------- - . . . . . . . . . . . . . . . .......... ....... .... ........ 4 - - - - - - - . .. . . . . . - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . @ @ ............. . . --------------Fm. .............. ....... .. ............... ... ............... .. ........... - ..................... .............. ... ............... .......... ... ............... .. .......... .... ... ............... ... ................ ... ............... ... ............... .. ............... ... ....... ....... ... ............... ... ............... ... ............... ............. ... ............... ... .......... . ... ............ .. ... ............... ... ......... . ... ............... ... ............... ............... ... ............... ... ..... ... ...... .. .. ............... ... ... ........... ................. . . ..... - ..... ....... I .......... .......... ................ .................... - ------- ..................................... ............. ................ 01 .............. - ................ .. ............... .. ..... ............ . ................. . ............ ................ .................................................. ............ ...... 02 ........ ... ... . . . ............... ----- --- ....... .. .............. N� �1PARTIAL SECOND FLOOR PLAN — AREA A — LIGHTING Nl�-122 1/8- = V-0- ............... ............................. . . . . . . . . . . . . ........ .......... ........... ............... ..... ---------- ............ --------- ........................................ Li. SWC • approved swc • date, ......... U 5 U U Li ------------- .. ... ......... ............ -- -- --- --- -- ............. ........... ... ................ ... ............... ... ... ------------- 1'-- - ****, - * 11 ... ................ ......... .............. ... ............... ...... .. ........ ................................. .......... ;--: .......... ------ --------------- - . . . . . . . . . . . . . . . .......... ....... .... ........ 4 - - - - - - - . .. . . . . . - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . @ @ ............. . . --------------Fm. .............. .............. ......... ------------------- -- wj- . . . . . . . . . . . . . . . . . ..... ........ ............ ........ . . . . . . . . . . . ........... ..... .. . - . . . . . . . . . . . ....... . . . . . . . . . . . - ---------- . ........... ................... ......... ......... .............................. ......................... . .. ....... ................. ....... ...... 4r --------------- @ @ . . . . . . . . @... 4 6 o. ....... N� �1PARTIAL SECOND FLOOR PLAN — AREA A — LIGHTING Nl�-122 1/8- = V-0- ............... ............................. . . . . . . . . . . . . ........ .......... ........... ............... ..... ---------- ............ --------- ........................................ ......... . ................ ....................... ---------- ................................................................................... SWC • approved swc • date, 00 5 ------ .... ....... ... ...... .......... .............. .......... ---------- .... .. .. ... ......... ............ ............. ........... ... ................ ... ............... ... ... ------------- 1'-- - ****, - * 11 ... ................ ......... .............. ... ............... ...... .. ........ ................................. .......... .......... @ @ @ .............. .............. 4r @ @ . . . . . . . . @... 6 o. ....... @! @ ................ �ms Nomm I Miss "M wmwm� smins Now I amom own -Amw li� 00�0 WENN UNNE ommo Is" SEEN gsss EMEM SEEM slim 0000 ENEW SEEN SEEN momw womw momw mmmm smon "M anow wome "M :. ....... LIN YAT GH-- E ........... ............... ........... MATCH LINE N� �1PARTIAL SECOND FLOOR PLAN — AREA A — LIGHTING Nl�-122 1/8- = V-0- ............... ............................. • drawn SWC • checked. SWC • approved swc • date, 11-17-08 ------------- ------------------- ------------ ---- ----------------- --------- ------------------------------- ------------------ ................... ................ .......................... ........................... - LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALL BE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING WITH DIMMER CONTROL. I ORMAN 0 RWA.3 OJW&K MINEEMEN! --------- --- - -- � I -- - - - ----- ---- • drawn SWC MM Cafm Fw. mme 9whL 2w 17 ran' 08035 MATCH 10L )KPJLOW as= 1PJL 4M PiLew minas KEY PLAN PGs�� \ N Oe Architects and P&ms LSK Reeves V, FAIA. Kevin Ratigan, AIA, Ian A Reeves, Assoc. AIA 333 N Knowles Ave Whter Pcrk Florida 32789 (407) 647-V06 1518 Henry eet Ft. Myers, 99"M901 239-461-3944 Corporate RegIstratim No. AACOOT197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other prop" rights h these drawings. These drawings shat not be reproduced without written permission and consent of the crchtect, nor are they to be cwqgned to any perty without first obtaning written perrrYs�on and consent. - revisbns - sheet title PARTIAL SECOND FLOOR PLAN AREA A -LIGHT ING • sccie, AS SHOWN • drawn SWC • checked. SWC • approved swc • date, 11-17-08 - project no. 720 - sheet E -122A A 1 F� 3 4 5 1.1 7 M. E 10 11 12 13 14 15 -0 1 AS SHOWN • drawn Lt Li ------------ -------------------- ----- - ---- ............. swc -------------- ..... ------------- - ------------------ ....... ................... . ....... ..... ----------............... --- -------- ........... ............................. . --- .......... ---------------------------------------------------------- ........... ............. - ----------- ............. @ . ..... ...... ......... ----------------------------------- ------------------- ........ ----------- . . .. . .......................... ................................ --- ----- - ---- ---- ----------- - ----- --- ... ................... ---------------- ................ ................................ -------------- . .... . ....... ------ ...... . ...... .... ..... . ..................................... ...... ........ . ......... ......................... . ........................ ................... . ............. . . ....... -------------------- ................... --------------- -- --- ------ ------- -------------------------------- .......... .. ........ @ @ ------ ------ -------------- • J, .......... ------------------------- ----------------- ............. M _X .. ............ @1 -- --- --- -- - --- --- -------------- X ................ ................. I ......... ................... ............................... . .... ... ....... ... .......... ---- --- ---- -- ­-­----------------.. ....... .. ............... ... .. .. ........ ........ ........ ------------ In U ...... ........ ---- - -------- ------- - --- ------- ......... ----------- ------------ .......... --------------- . ........... .............................................. . . . . . . . . . . . . . . 4 ................................ -------- -------- ............. ; B @ ------- --- 7- ------------------ ...................... @ . .. ............ P ------- 7 .... .... . .. .. ........... ............... .... ..... ................ --------- 4 . ... ..... .................................. ............... ... ............... ..................... .......... ..... ... ----------- - ---- - -- ...... .... .. .... . ------------ yy . . .......... .............. ........... ... ... ......... ....... ............. ----------- - 4 ---- --------- - - - .. . ....... ...... I .. ....... ........... .................................... -------- D E F G AS SHOWN • drawn Swc • checked. ------------ -------------------- ----- - ---- ............. swc -------------- ..... ------------- - ------------------ ....... ................... . ....... ..... ----------............... --- -------- ........... ............................. . --- .......... ---------------------------------------------------------- ............. ........... @ ----------------------------------- ------------------- ........ ... - ------------ -------------------- ................... --------------- -- --- ------ ------- @ @ ------ ------ • J, ............. ..........r -- --- --- -- - --- --- -------------- N7 ................. I ......... ................... ............................... . .... ... ....... ... .......... ---- --- ---- -- ­-­----------------.. ....... .. ............... ... .. .. ........ @ U ...... ........ ---- - -------- U U ......... .......... . . . . . . . . . . . . . . ............. ; B @ ...................... . .. ............ P ------- 7 .... .... . .. .. ........... ............... .... ..... ................ --------- ............. . ... ..... .................................. ............... ... ............... ..................... .......... ..... ... ----------- - ---- - -- ...... .... .. .... . ------------ ............. . ... ... ..... .................... ......... . . .......... .............. ........... ... ... ......... ....... ............. ----------- - 4 ---- --------- - - - .. . ....... ...... I .. ....... ........... .................................... ......... ............ . ......... ....... ....... ......................... ................ ........... 4 @ ............... -- - ------- _ ------------------------ ----------------------- . ................ ... ......... ---- --- --------------- -- --------------- ... ............... ... ................ ........ ------ ........... ... ................ --- --- . .... .. ................. ........... ... ......... ... ............... .. ............ .. . ...... ........ ... ......... ......... 11-- --------- -------------- --------------------- ------------- - - - ------- ------ .......... . ....... .... . . .... ­­ .. ..... t .......... @ @ ............... ....... D . ......------- ------------------------------------ - - --- --- --- - - - - --- --- - ---- ----- ------------- ......... .............. .. .. .. .... ..... ...... . . . ................... ............. ................. --------------- ............... 0, . ..... .............. .................... --------------------------------------------------------------------------------------------------- ------------------------ - --------------------------------------------------------------------------------------------- - ---------- ------- ..... .. .... ...................... J ..................... . ........... ­�"*,P.;:�,; - --------------- - ............... ... .... .......... --------- ------------ .. .... .......... . ..... ........ ... ............... ... .............. .... ... ............... ........ ........... I ................................. .......... ............. .............. ......................................... -- - - -------- ---------- .. .. . . . ... . . . . . . . . . . . . ... I .......... ................ -- -- -- - -------------------_----- ----------------- - -----. . . . . . . . . . .. -------------------------- ......................... @ @ . . . . . . : I- ---- --- ------ - - - - - - - - -- - ------- -- ........... ii @ @ . . . . . . . . . 7- . . . . . . . . . . . . .... . . . . @ . . . . . . . . . . . . . . C ------------------------------ -------­---- -------- ---- ......... -----------­--- . Oi O . . . . . . . . . . . . . . . NE) riPARTIAL SECOND -0. FLOOR PLAN — AREA B — . . . . . . . . . . . @ ..... ....... ........... Qo.................. ... . ...... .......... o ......... . ........ -------------------------------------------- --- ......... ....... ... 7. 7. ........................... ........ ri r] n n .......... .......... ........... O' ............ .......... :a* MOM 0�� IPPM 10� I" WPM N" -MEMO-- i� 4miw -dion- mini Won "M mom 0: moo won 40, imm am": �P� �,M� 4110" 0"M --- MA: T CH UNE: . ---- - - - ------- UA71-14 I INE ��M ------- D E F G ...... ... ............... LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALL BE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING WITH DIMMER CONTROL. I 0 GAWJ 0X= ORMAJ 0 =PA. 0JW& IPA I. Cartier C. - 81110L 200 M is 08035 AWL KEY PLAN FQ1T19r1zMRN"AN4qZ1=A_ I LSY, Reeves V, FAIA Kevin Patigcr, A.I.A. Ion A Reeves, Assoc. AIA 333 S Ave. winter Pak Florida 32789 (40 647-V06 1518 Hendry Street Ft. s Ror�la 33901 Corporate Reotration No. AACOOT197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his cora )on law copyright and other property rights n these ctcwng& These (:tawr)gs shci not be reproduced wftyjt written permission and consent of the architect, nor cre they to be as*jned to any party wff)oLA first obtaTg written permission and consent - revisions - sheet title PARTIAL SECOND FLOOR PLAN - AREA B - LIGHTING • Scale AS SHOWN • drawn Swc • checked. SWC • approved, swc • date, -n-F-08 --- --- --- -- -- --- -- ............. ........... @ ........ ... - ------------ ................... @ @ ------ ------ ..........r -- --- --- -- - --- --- -------------- . . . ....... .. ................. I ......... ................... ............................... . .... ... ....... ... .......... ---- --- ---- -- ­-­----------------.. ....... .. ............... ... .. .............. @ @ ...... ........ .......... @ ............. ---------- ............. . ... ... ..... .................... ......... ........ . @OO @ ............... -- - ------- _ ------------------------ ----------------------- . ................ ... ......... ---- --- --------------- -- --------------- ... ............... ... ................ ........ ------ ........... ... ................ --- --- . .... .. ................. ........... ... ......... ... ............... .. ............ .. . ...... ........ ... ......... ......... 11-- --------- -------------- --------------------- ------------- - - - ------- ------ .......... . ....... .... . . .... ­­ .. ..... .......... @ @ ............... ....... ------------------------------------ - - --- --- --- - - - - --- --- - ---- ----- 1 ..... .. .... ...................... .......................... .......... -- - - -------- ---------- -------------------------- ......................... @ : I- ---- --- ------ ------- -- ........... @ @ ------------------------------ -------­---- -------- ---- ......... -----------­--- . NE) riPARTIAL SECOND -0. FLOOR PLAN — AREA B — LIGHTING @ ..... ....... ........... ... . ...... .......... --------------------------------------------------- ......... . ........ -------------------------------------------- --- ......... ........................... ........ ri r] n n ...... ... ............... LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALL BE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING WITH DIMMER CONTROL. I 0 GAWJ 0X= ORMAJ 0 =PA. 0JW& IPA I. Cartier C. - 81110L 200 M is 08035 AWL KEY PLAN FQ1T19r1zMRN"AN4qZ1=A_ I LSY, Reeves V, FAIA Kevin Patigcr, A.I.A. Ion A Reeves, Assoc. AIA 333 S Ave. winter Pak Florida 32789 (40 647-V06 1518 Hendry Street Ft. s Ror�la 33901 Corporate Reotration No. AACOOT197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his cora )on law copyright and other property rights n these ctcwng& These (:tawr)gs shci not be reproduced wftyjt written permission and consent of the architect, nor cre they to be as*jned to any party wff)oLA first obtaTg written permission and consent - revisions - sheet title PARTIAL SECOND FLOOR PLAN - AREA B - LIGHTING • Scale AS SHOWN • drawn Swc • checked. SWC • approved, swc • date, -n-F-08 - project no, 720 * sheet E-1228 1 A u C u F G 2 3 4 5 0 I ►I I I 1n 19 1 r. / 'E l • r 1. . 11I _.. . . I I I I I I I ,. :� �; * ; i �;::/�."' ; ; ; '.. � - ; : : : � :: :� '.1 � ff� : : . : ! - ' - %:-, : � 1� :i�! �: � "*" ,:::: : � ,: : - - ------ � --- �-- �.....-:: . ":'� // .. I 1. � � . -� : : I �, : -, 1-1. I I � �! ( //� :;T 'F : ... . �/ .. ............. .... , .,:, ...::::, .. .................................................................... 11 S 4 - - 4 :;..:...... y 0 ; ��r --11, Ps���� . ?, ; k __. .... ., ._..._:: ,.., ...... 1 �� - ----. .-------- -- _. _ _.._...- ..................... .... __. - - - - - _ AICiYteCtS CIr1d PIGYIerS ,. -- . . ,. - -- - ,, . : , :; ,. I lSK Reeves V FAJA % Kavin Ratigan, A.I.A. ,. o Reeves, Assoc. AlA fi C o' / ICrI A --'1':'- -- - . ..... - ... . 32789 ,,., 333 � Knowles i ( - �� Pai<. ��Ave. /1706 , �� ---. v 0 I _ Street - / -1. 33901 .-........ 1518 -- Hendry Fbrida , _ o s �.... , 1iLl +- �� ' ® Vii.. ,-......!...als...� ..� ..... �I!��....e .s. �::.s... �� : , ,., : MATCH LINE ; 4 3 239 944 :: - Reg�traiion Oo Oo NAAC00T197 • ,- -..--, , -- - : ., O 0 Q 11 O O :i . /I.,,,.,, .. ! O O..- -. -- �— i a i t i o i i____. i _... /, I I .: ..... / , it •.... : - ..u!/ Oii " . o, . O o / z ;/ /� / , _. If , . . Qoij, Oo / , - 1. 11 - -- _- - --- . , : 0 0 0 ... 0 _.... ---- __ --- __ . ". ,, ,- / /, / ._ �, �'� ..-�... r�y :_ __.--'-----' .... : � i . i i , - - ". , , � : ; i : : ... .. _ _ _ - C���i� I '�" /,"""'I" . It 9 .... .:.:. . . ..--- ._ ....._... .... _ _- -:... -- ............. ••....,.,.,i _ O O ,, �. -...... - - - -.. . . O 0 ,-- ' : - ----- -. ....... . -- / .. r :. /..:".i . , .. ., / /+-.... . -. :. . ,•, --_-.- , • - - -_. " '_ ..11 „ . O O O ----------- - O - ------------- ". : : � �..--.. :::;!: : : -, ,:: :;: �: : �: ­::i� :�]:: : i: �;: : : :/ � : : : : :- : I : I I : : : :�: : P * :: . I Ifl an or Public : �,:: : ; : I....:,;° Safety Complex , �:: � �: 0 �:; : ; : : ; 1-1: 1:: � !: I 0 P — . =====- I , , ; ; i :i: : �;: � ;: I � '� i ; �:; � �: ,- � ;! : � ;:: . : � : : I :; �: �:: 11 - ----- I ........... ................... i;;: : ; I ! :�: : I : ; . ;;: � :: ; : ' I : I .� r I �.� ------ � ... --� I : . I � : � :�: 0 : : '' �:::� I .............. 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Sanford - --' , :....... - -- Florida - - -: - - ,y -- - ....- , -- - ......... - -...------..... - - - -- ... , . - _ _ 1.- --:-- ,- De Design n ... , _, e .- Developm nt /moi,. = - - .. - . -- : :: Architect hereby e�gxessly reserves his common law copyright and other property rights n these drawhgs. These drawings shcd not be reproduced . Hrtttia rt e�r written prrssion and consent of the architect, nor cre they to be as*gned to any party without fist . obtam g written permission and consent N PARTIAL SECOND FLOOR PLAN — AREA C — LIGHTING -122 1/8" = 1'-0" LIGHTING DESIGN SHALL BE DESIGNED IN ACCORDANCE OF FLORIDA BUILDING CODE 2004. ALL LIGHTING SHALL NE CONTROLLED/ CONNECTED VIA RELAY PANELS BY LIGHTING CONTROL AND DESIGN (LC+D). REFER TO DETAILS ON SHEET E-507. ALL OFFICES SHALL BE CONTROLLED BY OCCUPANCY SENSOR SWITCH. ALL CONFERENCE ROOMS SHALL HAVE DIMMABLE LIGHTING. LIGHTING IN THE EOC SHALL INCLUDE INDIRECT FLUORESCENT LIGHTING WITH DIMMER CONTROL. 12124111kUTWiA lr-BaMR100 ON. 01aF 2 WaW 08035 1 lMATCH 12L o aAZIn.waMrwtraasiff I agar LCA1 WPJL=,0 a 1�n.xWWMIPAe KEY PLAN 3111500"61, - sheet title PARTIAL SECOND FLOOR PLAN - AREA C - LIGHTING - sccle AS SHOWN - drawn swc - checked swc - approved. swc - date. 11-17-08 - project no, 720 - sheet E -122C 10 11 12 13 14 15 hl 3 ENLARGED FIRST FLOOR PLAN - ELECTRICAL E-401 1/4 = V-0" GINLHrCVCu r imo I r Lvvr< r-L/1ly - LLLU I RIWAL 1 LNLAM;LU r II'CJ I r Luum rLAN - LLLU I MIUAL E-401 1/4- 1'-0 E-401 1 /4" 1'-0" Design Development Architect hereby expressly reserves his common law copyright and other property rights n these drawings. These drawings td not be reproduced wRth )ut written permssion and consent of the architect, nor are they to be awgned to cny perty without first obtanng written permission cnd consent revisions 5..............................................................�........., f PNL PNL' ............. H1 ......,. L16 ; TTB �................� i PNL g E .s .... EQUIPM NT M RACK � RP1 % •- PNL L1 A ����,.,,,,-. ::::::...:.:...... off , s sheet file �. ,�...... t IS ENLARGED FLOOR PLANS - ELECTRICAL 4 ENLARGED FIRST FLOOR PLAN - ELECTRICAL 1 ENLARGED FIRST FLOOR PLAN - ELECTRICAL E-401 1/4" - 1'-0" E-401 1 4 = 1 -0 • scales AS SHOWN • drawn SWC • checked swc • approved. swc • date, 'n -,v -o8 project no. 720 r. =17 08035 s vFa���^ ",, i lL�T.Q'AUDi� E —401 r r zx an u o OARYA. �ssuoKra�s�r� 0 K=J. cAR'IUR.11A 9W •sheet I I I I I I I h`a o sWAM1.MAMlA4M OA"& tad O�axllPAP NS I I ►_31111111 M C El E F G 2 3 4 5 0 PNL UPS -1 (PT T (PT (PT (PT (PT (PT 7 UPS GROUND BUS 111TK POWER FOR EQUIPMENT RACKS. MOUNTED UNDER RAISED FLOOR, TYPICAL. EXACT QUANTITY TO BE DETERMINED. 0 GRMND BUS 0 0 10 TO L28 BMS PNL TO y HM2 iHM2 12 PNL C-LF�e ,<f'4:`�46,L ' H2� v ------1 (3) 4" SLEEVES AND (2) 2" SLEEVES FROM FIRST FLOOR FOR E4) r ------ FUTURE 911 COMMUNICATION '"- SYSTEM. PROVIDE FIRESTOPPING ------- AS REQUIRED. r------- TTB PNL ----- ,,N" P�L L2A _ ...: ..%.. ..";�X .......LI.; �..z1a ...............I... Nom............, .............. 13 14 I, r y 9 . r f'; s t r , 's r--------- i PNL L2C ,.... ......... ....... .. AAI CI EV%TOIt%AI 15 �G� Qe Architects and Planers ISY, Reeves V, F.AIA. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. ALA 333 N. Knowles Ave. Whter Pais, Rorkb 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Ronda 33901 239-461-3944 Corporate RegiWahon No. AACOOT197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights in these drawings. These drawings shall not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obtamg written permission and consent. - revisions - sheet title ENLARGED FLOOR PLANS - ELECTRICAL - scales AS SHOWN NLARGED SECOND FLOOR PLAN — ELECTRICAL - drawn swc '4- _ V -o• - checked swc - approved swc - date, T-17-08 »»� .�..-s9.>I� m �au�� 08035 a OwarA.ra�u► a crisp. ra�sr�s a s+awAsnxr rates, - project no. 720 . a)eer E-402 A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1s a K=J, CA11 MMPJL! O nWAmxsa»,ta 01NA.KmGUtl�ra 0JWaKVPDNft1Pe. L Cartier 0. . NOL 900 °eir�0 08035 P�G'�. Geo WT, i M M ."•IU15=I- I.S.K. - LSK Reeves V, FAIA Kevin Ratigan, A.I.A. Ices A Reeves, Assoc. AIA 333 N Knowles Ave. Water Pais, Florida 32789 (407) 647-U06 1518 Hercky Street Ft. Myers, Rorba 33901 239-461-3944 Corporate RegWratbn No. AACOOT197 Sanford Public Safety Complex Sanford, Florida Design Development POWER Architect hereby expressly reserves his corrrnon law copyright and other property rights in these drawings. These drawings shci not be reproduced without written permission and consent of the architect, nor are they to be assigned to any party without first obta ing written permission and consent. MC -0/ �,yil', • Sheet title RISER DIAGRAMS - POWER • scale. AS SHOWN • drawn SWC • checked swc • approved, swc • date. 1T-17-08 • project no, 720 E-501 • sheet 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A C E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A L=3 C 0 E F G V. 1 A C F G 2 3 5 7 E 10 11 NOTES: 1. SEE SPECIFICATIONS. 2. INCREASE DEPTH, DIAMETER, SIZE, ETC IF REQUIRED DUE TO INSTALLATION AND ACCESS REQUIREMENTS. 3. CONCRETE COVERS ARE NOT ACCEPTABLE. 12 13 WELL: (SEE NOTE 3) INSIDE DIMENSIONS: 12" MINIMUM 18" MINIMUM STRUCTURAL PLASTIC, CONCRETE, OR COMPOSOLITE MANUFACTURER: QUAZITE OR BROOKS PRODUCTS 4. IF THREE RODS IN A DELTA CONFIGURATION DOES NOT PROVIDE SPECIFIED RESISTANCE, CHANGE ROD LENGTHS FROM MINIMUM SPECIFIED AS REQUIRED TO PROVIDE SPECIFIED RESISTANCE. ,`-- 5. MEASUREMENT OF RESISTANCE VALUES TO PROVIDE -_- -- o COMPLIANCE WITH SPECIFIED RESISTANCE SHALL BE WITH GROUND RODS CONNECTED IN DELTA CONFIGURATION BUT DISCONNECTED FROM EQUIPMENT OR BUSBAR BEING GROUNDED. /'== .......... 6. DEPTH PER CODES, 1'-0" MINIMUM. ._:. -. 1 LLJ z li w 1$01 BARE COPPER GROUND CONDUCTOR TO EQUIPMEJORGROUND BUSBAR BEING GROUNDED, SIZE PER NE 250-66; MINIMUM #3/0. MECHANICAL LUGS FOR CABLE CONNECTIONS. (3) CMC GABV-750 PER PHASE NEUTRAL, 8 GROUND. CRIMP ON LUG FOR CABLE CONNECTIONS TO BUILDING LOAD. (8) TB54876BEPH PER PHASE & NEUTRAL. :JVXTAUtYi z siA E 111 rear eo A Asa o-�rj g?y _:-) CRIMP ON LUG FOR CABLE CONNECTIONS TO BUILDING --------- -- --- GROUND. (1) TB -54874 PER GROUND. 38„ BOTTOM VIEW 1 r ,O 14 15 CAST IRON COVER WITH LEGEND "GROUND" EMBOSSED ON COVER. CAST IRON COVER TO HAVE EXOTHERMIC WELDED GROUND WIRE CONNECTION TO ROD (#6 STRANDED COPPER WITH 3'-O" MINIMUM SLACK). TYPICAL. BARE COPPER GROUND CONDUCTnR SEE SPECIFICATIO1 SECTION 16170 F( APPLICABLE SIZE REQUIREMENTS — MINIMUM 30'-0" GROUND ROD AS CALLED FOR IN SPECIFICATIONS, SECTION 16170 (TYPICAL) (SEE NOTE 5) MAIN SERVICE GROUND WELL DETAIL SCALE: N.T.S. ..................... ........................ ............ -............. ....................................... .................. .................................... OVERHEAD LIFTING BRACKET. PHASE ROTATI METER ASSEM (PHASE ROTAS RELAY OPTION TERMINAL E FOR ALARM SIGNAL WIF (10) 4" CONDU FITTINGS WITI FLIP -TOP CAP PORTABLE GE CABLES TO Et CONNECTION OTTOM COMPF CCESS DOOR LIDING DOOR OR PORTABLE GENERATOR ONNECTION A( .v4..... ,,:;;•• M.:,e�.:.>.:.:::sr..::.:>;>;::;.::.:;z>��•c::.v;,,:>,:: .:<. •.:c:: (LOCKING ACCESS �.• ,:; •:!/: r:bks::::"ec??"..>.<?+:.,��,'.?;c•:`?•..'.??;;:;'%L'`i:;.:::'.;:.., DOOR SHOWN.) 1 •..:: r /,. .. r.: !::% 'r:':. ........,.;..�>��:���•��..................... ,.:<: ...:.�.:�•:..�•�:�::�•����>. � , ,,... k,, •, ..>,..�.::::;°><>;> � ;:<:;;:.;:.;;,:;$;.;..� .�:�•vi��„��:�::��L:��•��.: :::::::::;>::�q.:::¢:::.:: • .:: ...................... Z.w. yy: C'i: i}i:}:Y�i:>;,' :%C4':V/:'/ ....... :. 4'.^C>•."i:....::. /r '. ... ,..::::..:. . 0„ FRONT VIEW CONTRACTOR SIDE VIEW (TOP DOOR HIDDEN) SUPPLIED CONDUITS (RIGHT SIDESHEET HIDDEN) TO BUILDING LOAD. AVAILABLE AREA FOR CONDUITS.F•,�Y:7RiCxfJi'Irryi?=+T<ti F.t3f.*: fF 'GCU. (FROM BOTTOM) , G rt s : (8) 4" CONDUITS SHOWN. rte l a �Pa '<e r✓r: KGM PORTABLE;3ENERATOR C0NNEC7,10N BOX i 1N NEMA 3R CAS N�_'%'AftT',: EEE P.0 ;fti� f i:KJR tii- Fi 7,d 1:W'�•L W1tA 11, Fh ...... FINISHED GRADE WELL WITH OPEN BOTTOM, TYPICAL (SEE NOTE 3) 6" CRUSHED ROCK EXOTHERMIC WELD (TYPICAL) 1 TAP BOX DETAIL E5.05 NOT TO SCALE - 95hL 200 00AWA.V2JM1A 1%43 o �artsxc�.�assaw o no�vntmxsaxw,sa� a seltn.�lowt,�abor o �>�,Kue��anNa 08035 P� ,W oo. �e t\ Architects and Players ISK. Reeves V, F.AIA. Kevin Ratigan, A.I.A. bn A Reeves, Assoc. AIA. 333 N Knowles Ave. Water Pais Florida 32789 (407) 647—F06 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 Cormora to Reotrarm No. AACO0TR7 Sanford Public Safety Complex ISanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights In these drawings. These drawngs shci not be reproduced with )ut written permssion and consent of the architect, nor cre they to be assigned to any party without first obtarrg written peri -mon and consent • Sheet ti - DETAILS - ELECTRICAL • scale, As SHOWN • drawn swc • checked, swc • approved, swc • date, TI -17-08 • project no, 720 . sheet E-505 A C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 PRESSURE TYPE "TEE" SPLICER WITH STAINLESS STEEL BOLTS. HEAVY DUTY STRAIT SPLICER WITH STAINLESS STEEL BOLTS MAIN LIGHTNIN CONDUCTOR (FULL SIZE) SYSTEM CABLE HEAVY DUTY PARALLEL CLAMP WITH STAINLESS STEEL BOLTS CABLE END SHALL FACE IN DIRECTION OF NEAREST DOWNLEAD 1 o SPLICES AND CLAMPS E5.06 NOT TO SCALE —1/2" x 18" MIN. AIR TERMINAL ADHESIVE TYPE CABLE HOLDER DHESIVE TYPE AIR TERMINAL BASE. PROVIDE TRAFFIC PAD UNDER PLATE. REFER TO ARCH. PLANS FOR ADDITIONAL INFORMATION. ROOF MEMBRANE MOUNT AIR TERMINAL OT TO SCALE COUNTERPOISE TYPICAL EXOTHERMIC WELDS rn A nMIr1nkI A I nf]nl IAIn nr-.n CONDUCTOR GROUND TERMINATION TO COUNTERPOISE NOT TO SCALE MAIN ROOF C TEE C BUILDING "T" SPLICE DOWN LEAD --� SEE DETAIL • : 10'-0" CONNECT CABLES TO GROUND ROD WITH 4 -BOLT GROUND ROD CLAMPS 5/8"x10' COPPER CLAD GROUND ROD (TYP. OF 3) BUILDING LOOP CONDUCTOR CABLE. RUN UNDERGROUND (SAME SIZE AS MAIN CONDUCTOR) GROUND ROD DETAIL "GRND" NOT TO SCALE (PLAN VIEW) 1 /1)" ., 10" AIM TC0AAIAIAI_ 10" :E 6 XTENDED TERMINAL E5.06 NOT TO SCALE =CTOR 5 FT. MAX. UPPORT CABLES > 3 FT. INTERVALS MAIN SIZED LIGHTNIN CONDUCTOR NOTE: WHERE EXHAUST FUMES ARE CORROSIVE, TERMINAL SHALL BE LEAD COATED 4 TAIL PIPE OR VENT E5.06 MOUNTED AIR TERMINAL NOT TO SCALE 1/2%18" MIN: AIR TERMINAL BASE PLATE SECONDARY OR MAIN CONDUCTOR T -CLAMP BOLT TO HVAC EQUIPMENT 13 PROVIDE AMPLE SLACK FOR HOUSING REMOVAL `PROVIDE BIMETAL CONVERTER C IF FAN HOUSING IS ALUM. AND ALUM. CABLE AT FAN \-T-CLAMP AIR TERMINAL DETAIL FOR EXHAUST FAN NOT TO SCALE NOTE: IF METAL IS LESS THAN 3/16" THICK FULL PROTECTION IS REQUIRED. 2 PULL BOX DETAIL E5.06 NOT TO SCALE 14 15 GENERAL NOTES: 1) CONDUITS NOT TERMINATING IN OR AT PULLBOXES NEED NOT RUN THROUGH PULLBOXES UNLESS REQUIRED FOR PULLING BY N.E.C.. 2) PROVIDE EXTENSIONS AS REQUIRED. HEX NOTES: OARMOR FRAME O2 LIFTING EYE (DC x 9" KNOCKOUT (4 PLACES) OR AS REQUIRED. &" PULL EYE (4 REQUIRED). (Dl" THREADED SPIDER INSERT (4) ©SUMP AS SPECIFIED O7 PARKWAY COVER AND FRAME. BEAD WELD LETTERS ON COVER TO READ "SYSTEMS". ® APPROVED GROUND CLAMP FOR CONNECTING POLE. BAREBOND WIRE AND GROUND TO DRIVEN GROUND RODS. RODS SHALL HAVE CONTACT WITH CLAMPS USED TO CONNECT CONDUCTORS TO THE GROUND ROD FOR A DISTANCE OF 1-1/2" MEASURED PARALLEL TO THE ENDS OF THE GROUND ROD. O9 GROUND ROD. 10 1-6#AWG CU BARE STRANDED GROUND BOND WIRE CONNECTING ALL GROUND RODS TOGETHER. GROUND WIRE TO BE 3" DIRECTLY ABOVE CONDUIT. 11 6" BED OF CRUSHED STONE FOR DRAINAGE. 12 SEAL ALL CONDUIT ENDS. 13 CONDUITS. 14 SIZE AS REQUIRED PER N.E.C. 370. MAIN DOWN LEAD CONDUCTOR "T" CONNECTOR AT MAIN CONDUCTOR ROOF PITCH POT PITCH ROOF DECK WASHER ...................'-- ......:......... .............:. = OUTSIDE WALL :.. o THROUGH ROOF $ CONNECTOR ASSEMBLY MAIN DOWN LEAD CONDUCTOR 1" PVC CONDUIT CONDUCTOR ROOF PENETRATION NOT TO SCALE 0 a a a Cartier �sot�'oo N° 08035 L 43M Architects and Planers LSK Reeves V, FAIA, Kevin Ratigan, A.I.A. Icn A. Reeves, Assoc. AIA. 333 Nl Knowles Ave. Water Pak Ronda 32789 (407) 647-V06 1518Royy Street Ft. MyerHrss,Rokid 33901 239-461-3944 Na AAC001197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights n these drawngs. These drawrngs shci not be reproduced without written permission and consent of the architect, nor cre they to be askgned to cny perty without first obtaning written permission and consent. • revisions • sheet title DETAILS — ELECTRICAL • sccie, As SHOWN • drawn. swc . checked. swc • approved, swc • date. 11-17-08 • project no, 720 • sheet E-506 A 3 A D F G 1 2 3 4 5 6 ON OFF DIGITAL SWITCH TYPICAL LOCATION NOT TO SCALE a „ C ALL ON ALL OFF CENTER CENTER SIDES REAR n n DIGITAL SWITCH COMMUNITY ROOM NOT TO SCALE „a„ „C„ ALL ALL ON OFF CENTER CENTER NIGHT SUPERVISOR LIGHTS SYSTEM TO a 0 6 DIGITAL SWITCH 911 ROOM 5.07 NOT TO SCALE WIREWA AS REQ 0 Y TYP) LIGHT FIXTURE SWITCH LEG IN RELAY PANEL NEXT DIGITAL TCH DOWNSTREAM %,, r-\ i ,.J VY i i n R J 't,) NOTES: CONNECTORS O TAP COMMON CIRCUIT AHEAD OF RELAY TO FEED NIGHT LIGHTS (NL), EXIT LIGHTS, AND HOT CIRCUITS OF SWITCHED EMERGENCY BALLASTS. ATYPICAL EMERGENCY LIGHTING WIRING SCHE 5.07/ NOT TO SCALE I I I I I I RJ45 CONNECTORS • drawR I I I I I I LINK LCD swc • approved swc • date, SYSTEM TO LIGHTING I BACNet SYSTEM. I ORANGE 2 BRANCH ` I I CIRCUITS WHITE/GREEN 3 BLUE 4 2 O I I RELAY CIRCUITSI L7�� 0 eBROWN - - 11 BROWN CONTROL - 7 wHITEIBRowN 6 GREEN 6 GREEN CARD INSIDE O 5 WHITE/BLUE WHITEIBLUE 5 0 FF 5 WHITE/BLUE PANEL, GREEN 8 '_ _ WHITEIBROWN 7 BROWN 8 TYPICAL MODEM RJ46 CONNECTOR I I __J PANEL I RP2' 'RP1' I I 4 # 24 AWG TO ANALOG 4 BLUE I I TELEPHONE JACK TO BE . MOUNTED WITHIN 12" OF PANEL 2 ORANGE 2 ORANGE E.C. TO NOTE MODEM DIGITAL BUS CONNECTORS PHONE NUMBER ON 10 8 9 10 LOCATOR LIGHT��_ 2 LINES OF ENGRAVING n 8 CHARACTERS LINE�� PILOT LIGHT PUSH BUTTONS T_ NOTES: NOTES: 11 a. ON LINE INDICATOR Ire 2 RJ45 BUS CONNECTORS TERMINATOR 1. SWITCH BUTTONS ARE FACTORY 4. SWITCH LINKED TO THE GR 2400 ENGRAVED. DIGITAL BUS VIA CAT. 5 PATCH CABLE WITH RJ45 CONNECTORS. 2. PUSH BUTTONS MAY CONTROL ANY RELAY(S) IN ANY COMBINATION. 5. DECORA STYLE FACE PLATE BY CONTRACTOR. 3. LED PILOT LIGHTS INDICATE STATUS. 6. ENGRAVE AS DIRECTED BY OWNER. 3 DETAIL OF CHELSEA DIGITAL SWITCH NOT TO SCALE 12 13 SPECIR BELL BOX GASKETED SEAL OUTDOOR BY CONTRACTOR PHOTOCELL ROOF MOUNTED -----i FACING NORTH I� 2 #18 AWG I� I� COVER TO PHOTOCELL CARD PLATE WITH 1 /2" KO 1nFTAII OF CRIMOOR PHOTC)C1=1 1 NOT TO SCALE NOTES: 1. REFER TO SPECIFICATIONS. 2. NOT ALL DEVICES ARE SHOWN. REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF ALL DEVICES. REFER TO RELAY PANEL SCHEDULES ON THIS SHEET FOR SWITCH LEGS AND ROOMS THEY CONTROL. 3. THE ITEMS ON EACH BUS MAY BE PLACED IN ANY ORDER. THIS IS NOT A POINT TO POINT WIRING DIAGRAM AND IT SHOULD NOT BE TAKEN AS SUCH. 4. LIGHTING CONTROL & DESIGN WILL NOT BE HELD LIABLE FOR MISWIRING IF THE WIRING CONCEPT IS NOT UTILIZED. 5. LAYOUT BASED ON ELECTRICAL CONTRACTOR WIRING LC&D DEVICES USING CAT 5, 4 TWISTED PAIR CABLE WITH RJ45 END CONNECTORS. THE USE OF ANY OTHER CABLE OR END CONNECTORS WILL VOID WARRANTY. 2:) TYPICAL LIGHTING CONTROL RELAY WIRING DIAGRAM NOT TO SCALE NOT TO SCALE 14 CATION 15 LIGHTING CONTROL SYSTEM 1. LIGHTING CONTROL SYSTEM SHALL BE DIGITAL AND CONSIST OF A MASTER LCP WITH UP TO 48 INDIVIDUAL RELAYS, SLAVE LCPS WITH UP TO 48 INDIVIDUAL RELAYS IN EACH PANEL, A MICRO LCP WITH UP TO 4 INDIVIDUAL RELAYS, WHICH CAN BE SWITCHABLE OR 0-10VDC DIMMABLE, DIGITAL SWITCHES AND DIGITAL INTERFACE CARDS. ALL SYSTEM COMPONENTS SHALL CONNECT IN A "DAISY CHAIN" STYLE CONFIGURATION AND BE CONTROLLED VIA CATEGORY 5 PATCH CABLE WITH RJ45 CONNECTORS, PROVIDING REAL-TIME TWO-WAY COMMUNICATION WITH EACH SYSTEM COMPONENT. ANALOG SYSTEMS ARE NOT ACCEPTABLE. IF INDICATED ON THE PLANS, LIGHTING CONTROL SYSTEM SHALL BE ABLE TO FULLY INTEGRATE SMARTBREAKER PANELBOARDS. ALL CABLES SUPPLIED BY CONTRACTOR. 2. RELAY PANELS SHALL BE PRE -WIRED, PRE -ASSEMBLED, PREPROGRAMMED AND LISTED TO UL 916 (NORMAL) OR ETL LISTED TO UL924 (EMERGENCY). PANELS SHALL BE PROVIDED WITH DUAL VOLTAGE POWER SUPPLY AND 16 GAGE BARRIERS TO SEPARATE HIGH AND LOW VOLTAGE, NORMAL AND EMERGENCY POWER, 3. STANDARD RELAYS SHALL HAVE NORMALLY CLOSED (NC) CONTACTS RATED FOR 120/277V 20A TUNGSTEN, BALLAST OR HID. STANDARD RELAYS SHALL BE ZERO -CROSS TYPE. NO EXCEPTIONS. OPTIONAL 60OV, 2 -POLE RELAY, NO OR NC, AND 347 SINGLE POLE RELAY SHALL BE AVAILABLE. 4. ALL INCANDESCENT LIGHTING CIRCUITS SHALL BE CONTROLLED BY A NC/SOFTSTART RELAY. NO EXCEPTIONS. 5. RELAY PANEL ELECTRONICS SHALL PROVIDE CURRENT VISUAL STATUS AND CONTROL OF EACH RELAY OR ZONE. ALL SYSTEM CONTROL ELECTRONICS SHALL STORE PROGRAMMING IN A NON-VOLATILE MEMORY AND PROVIDE 10 YEAR BATTERY BACK UP FOR TIME OF DAY. 6. LIGHTING CONTROL SYSTEM SHALL CONSIST OF MASTER AND SLAVE PANEL(S) CONTROLLED BY A 32 -CHANNEL DIGITAL TIME CLOCK (DTC) THAT CONTROLS AND PROGRAMS THE ENTIRE LIGHTING CONTROL SYSTEM. THE DTC SHALL SUPPLY ALL TIME FUNCTIONS AND ACCEPT OTHER INPUTS. THE DTC SHALL ACCEPT CONTROL LOCALLY USING BUILT IN BUTTON PROMPTS AND USE OF AN 8 LINE 21 -LETTER DISPLAY, FROM A COMPUTER, MODEM, ETHERNET OR INTERNET. ALL COMMANDS SHALL BE IN PLAIN ENGLISH. HELP PAGES SHALL DISPLAY ON THE DTC SCREEN. 7. ALL SWITCHES SHALL COMMUNICATE VIA RS 485, CAT 5 PATCH CABLE WITH RJ45 CONNECTORS. CONTACT CLOSURE STYLE SWITCHES ARE NOT ACCEPTABLE. ANY SWITCH BUTTON FUNCTION SHALL BE ABLE TO BE CHANGED LOCALLY (AT THE DTC OR A PC) OR REMOTELY, VIA MODEM, ETHERNET OR INTERNET. REFER TO SINGLE LINE DIAGRAM FOR WIRING DETAILS. SWITCHES WHICH CANNOT BE PROGRAMMED REMOTELY SHALL NOT BE ACCEPTABLE. 8. PHOTOCELL, EXTERIOR (PCO) OR INTERIOR (PCI), SHALL PROVIDE READOUT ON THE DTC SCREEN IN NUMBER VALUES ANALOGOUS TO FOOT-CANDLES. EACH PHOTOCELL SHALL PROVIDE A MINIMUM OF 14 TRIGGER POINTS. EACH TRIGGER CAN BE PROGRAMMED TO CONTROL ANY RELAY OR ZONE. EACH TRIGGER SHALL BE SET THROUGH DTC, LOCALLY OR REMOTELY. PHOTOCELLS THAT REQUIRE THE USE OF SET SCREWS OR MANUAL ADJUSTMENTS AT THE PHOTOCELL CONTROL CARD SHALL NOT BE ACCEPTABLE. 9. LIGHTING CONTROL SYSTEM INTERFACES TO INCLUDE A DRY CONTACT INPUT INTERFACE, BMS INTERFACE, DIMMING SYSTEM INTERFACE, ETHERNET/INTERNET INTERFACE AND AN INTERFACE TO SMARTBREAKER PANEL BOARDS. VERIFY AND INSTALL ONLY THOSE INTERFACES INDICATED ON THE PLANS. 10. STANDARD LIGHTING CONTROL SYSTEM SOFTWARE, PRE-INSTALLED INTO THE DTC, SHALL CONSIST OF AND USE STANDARD GRAPHICAL MANAGEMENT SOFTWARE (GMS) PAGES. GMS SOFTWARE SHALL PROVIDE VIA LOCAL OR REMOTE PC A VISUAL REPRESENTATION OF EACH DEVICE ON THE BUS, SHOW REAL TIME STATUS AND THE ABILITY TO CHANGE THE STATUS OF ANY INDIVIDUAL DEVICE, RELAY OR ZONE. OPTIONAL SOFTWARE THAT ACCEPTS JOB SPECIFIC GRAPHICS SHALL BE AVAILABLE. NO EXCEPTIONS. 11. START UP: EC SHALL CONTACT LC&D AT LEAST 7 DAYS BEFORE TURNOVER OF PROJECT. LC&D WILL REMOTELY DIAL INTO THE LIGHTING CONTROL SYSTEM, RUN DIAGNOSTICS AND CONFIRM SYSTEM PROGRAMMING. EC SHALL BE AVAILABLE AT THE TIME OF DIAL IN TO PERFORM ANY CORRECTIONS REQUIRED BY LC&D. EC IS RESPONSIBLE FOR COORDINATING WITH GC AND THE OWNER, THE INSTALLATION OF A DEDICATED TELEPHONE LINE OR A SHARED PHONE LINE WITH A/B SWITCH. PHONE JACK TO BE MOUNTED WITHIN 12" OF MASTER LCP. LABEL JACK WITH PHONE NUMBER. EC SHALL CONNECT PHONE LINE FROM JACK TO MASTER LCP. NO EXCEPTIONS. 12. TELEPHONE FACTORY DIAL-UP SUPPORT SHALL BE AVAILABLE AT NO ADDITIONAL COST TO THE EC OR OWNER BOTH DURING AND AFTER THE 3 YEAR WARRANTY PERIOD. FACTORY TO PREPROGRAM THE LIGHTING CONTROL SYSTEM PER PLANS AND APPROVED SUBMITTAL. THE LIGHTING CONTROL MANUFACTURER, AT NO ADDED COST, SHALL PROVIDE ADDITIONAL PROGRAMMING VIA MODEM AS REQUIRED BY THE EC OR OWNER FOR THE OPERATIONAL LIFE OF THE SYSTEM. MANUFACTURER WARRANTS THAT THE DTC SOFTWARE CAN BE UPGRADED AND MONITORED REMOTELY. NO EXCEPTIONS. 13. SHOP DRAWINGS: SUBMIT DIMENSIONED DRAWINGS OF LIGHTING CONTROL SYSTEM AND ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, RELAY PANELS, SWITCHES, DTC, PHOTOCELLS AND OTHER INTERFACES. DRAWINGS SHALL INDICATE EXACT LOCATION AND PROGRAMMING OF EACH DEVICE. INDICATE ALL TIME SCHEDULES AND SWITCH BUTTON ENGRAVING. 14. LIGHTING CONTROL SYSTEM TO BE MANUFACTURED BY LIGHTING CONTROL & DESIGN, LOS ANGELES, CA (800) 345-4448. 15. PROVIDE OWNER WITH 8 HOUR TRAINING SESSION WITH LOCAL LC+D REPRESENTATIVE UPON SUBSTANTIAL COMPLETION. 16. COORDINATE ON/OFF SCHEDULE FOR "NORMAL" AND "OFF" HOURS. 17. ALL INTERIOR LIGHTS SHALL BLINK 4 TIMES TO WARN OCCUPANTS THAT THE LIGHTING CONTROL SYSTEM IS GOING INTO "OFF" HOUR MODE. 18. THE DEPRESSING OF ANY AND ALL LOW VOLTAGE CHELSEA SWITCHES DURING "OFF" HOUR MODE SHALL INITIATE A 4 HOUR OVERRIDE OF THE ENTIRE SYSTEM TO "NORMAL" MODE. �Vil�Csntier 08035 Oa111ttJ►.�IIXENAMP L4310 a X=L CA1la?a 31 1 O SWAM JLPAM PJL 4M o J!l1rA.MIIIMU i.rl.frla! O JW L KIVES #K. IPJL 61MS P9 Architects cnd P&ws LSX. Reeves V, FAIA. Kevin Ratigan, A.I.A. Irn A Reeves, Assoc. AIA. 333 N. Knowles Ave. Whter Pais, Fiaido 32789 (407) 647-U06 1518 Hendry Street Ft. Myers, Paida 33901 239-461-3944 Corporate Regisirart on No. AAC001197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights In these drawngs. These drawings shat not be reproduced without Written permssion and consent of the architect, nor cre they to be assigned to any party without first obtahiig wrften permission and consent M&ITAC� AIJ % • Sheet title DETAILS - ELECTRICAL • scales RJ45 CONNECTORS • drawR swc • checked swc • approved swc • date, WHITE/ORANGE1 I ORANGE 2 ` WHITE/GREEN 3 BLUE 4 2 O LIGHTING BRANCH I CIRCUITSI L7�� 0 eBROWN - - 11 BROWN 7 WHITE/BROWN - 7 wHITEIBRowN 6 GREEN 6 GREEN O 5 WHITE/BLUE WHITEIBLUE 5 0 FF 5 WHITE/BLUE GREEN 8 '_ _ WHITEIBROWN 7 BROWN 8 00 a s I RJ46 CONNECTOR 4 BLUE 4 BLUE 3 WHITE/GREEN 3 WHITE/GREEN 2 ORANGE 2 ORANGE I DIGITAL BUS CONNECTORS 1 WHITEJORANGE DIGITAL BUS CONNECTORS 1 WHITE/ORANGE RJ45 CONNECTOR RJ45 CONNECTOR I NOTES I �- CAT 5 (RJ45 O RJ45 DIGITAL BUS CONNECTORS 1. DAISY -CHAIN CAT. 5 PATCH CONNECTOR) I ARE LOCATED ON EVERY DIGITAL CABLE WITH RJ45 CONNECTORS DEVICE (DIGITAL DEVICES ARE FROM DIGITAL DEVICE TO DIGITAL DEFINED AS: RELAY PANELS, DEVICE. DIGITAL SWITCHES AND ALL DIGITAL 2. REFER TO MANUFACTURERS ACCESSORIES). INSTRUCTIONS FOR LONG DISTANCE RUNS BETWEEN DIGITAL 20 RJ45 CONNECTORS USE THE SAME 3 UPVITO 4,000 FT TOTAL BUS DAISY CHAINED TO I COLOR CODING AS ETHERNET, AND LENGTH. NEXT DIGITAL ARE MADE AS STRAIGHT THROUGH 4. CRIMP AND TEST EACH CABLE SWITCH WITH LIGHTS i CABLES. CROSS OVER CABLES WILL WITH A LAN CIRCUIT TESTER CIRCUITED TO 'RP1', CAUSE SYSTEM FAILURE. ALL PRIOR TO INSTALLATION. TYPICAL I I CABLES SUPPLIED BY CONTRACTOR. I CAT 5 (RJ45),TYPICAL TYPICAL i 1 LOW VOLTAGE NETWORK HOOK UP NOTES: 1. REFER TO SPECIFICATIONS. 2. NOT ALL DEVICES ARE SHOWN. REFER TO FLOOR PLANS FOR EXACT QUANTITIES OF ALL DEVICES. REFER TO RELAY PANEL SCHEDULES ON THIS SHEET FOR SWITCH LEGS AND ROOMS THEY CONTROL. 3. THE ITEMS ON EACH BUS MAY BE PLACED IN ANY ORDER. THIS IS NOT A POINT TO POINT WIRING DIAGRAM AND IT SHOULD NOT BE TAKEN AS SUCH. 4. LIGHTING CONTROL & DESIGN WILL NOT BE HELD LIABLE FOR MISWIRING IF THE WIRING CONCEPT IS NOT UTILIZED. 5. LAYOUT BASED ON ELECTRICAL CONTRACTOR WIRING LC&D DEVICES USING CAT 5, 4 TWISTED PAIR CABLE WITH RJ45 END CONNECTORS. THE USE OF ANY OTHER CABLE OR END CONNECTORS WILL VOID WARRANTY. 2:) TYPICAL LIGHTING CONTROL RELAY WIRING DIAGRAM NOT TO SCALE NOT TO SCALE 14 CATION 15 LIGHTING CONTROL SYSTEM 1. LIGHTING CONTROL SYSTEM SHALL BE DIGITAL AND CONSIST OF A MASTER LCP WITH UP TO 48 INDIVIDUAL RELAYS, SLAVE LCPS WITH UP TO 48 INDIVIDUAL RELAYS IN EACH PANEL, A MICRO LCP WITH UP TO 4 INDIVIDUAL RELAYS, WHICH CAN BE SWITCHABLE OR 0-10VDC DIMMABLE, DIGITAL SWITCHES AND DIGITAL INTERFACE CARDS. ALL SYSTEM COMPONENTS SHALL CONNECT IN A "DAISY CHAIN" STYLE CONFIGURATION AND BE CONTROLLED VIA CATEGORY 5 PATCH CABLE WITH RJ45 CONNECTORS, PROVIDING REAL-TIME TWO-WAY COMMUNICATION WITH EACH SYSTEM COMPONENT. ANALOG SYSTEMS ARE NOT ACCEPTABLE. IF INDICATED ON THE PLANS, LIGHTING CONTROL SYSTEM SHALL BE ABLE TO FULLY INTEGRATE SMARTBREAKER PANELBOARDS. ALL CABLES SUPPLIED BY CONTRACTOR. 2. RELAY PANELS SHALL BE PRE -WIRED, PRE -ASSEMBLED, PREPROGRAMMED AND LISTED TO UL 916 (NORMAL) OR ETL LISTED TO UL924 (EMERGENCY). PANELS SHALL BE PROVIDED WITH DUAL VOLTAGE POWER SUPPLY AND 16 GAGE BARRIERS TO SEPARATE HIGH AND LOW VOLTAGE, NORMAL AND EMERGENCY POWER, 3. STANDARD RELAYS SHALL HAVE NORMALLY CLOSED (NC) CONTACTS RATED FOR 120/277V 20A TUNGSTEN, BALLAST OR HID. STANDARD RELAYS SHALL BE ZERO -CROSS TYPE. NO EXCEPTIONS. OPTIONAL 60OV, 2 -POLE RELAY, NO OR NC, AND 347 SINGLE POLE RELAY SHALL BE AVAILABLE. 4. ALL INCANDESCENT LIGHTING CIRCUITS SHALL BE CONTROLLED BY A NC/SOFTSTART RELAY. NO EXCEPTIONS. 5. RELAY PANEL ELECTRONICS SHALL PROVIDE CURRENT VISUAL STATUS AND CONTROL OF EACH RELAY OR ZONE. ALL SYSTEM CONTROL ELECTRONICS SHALL STORE PROGRAMMING IN A NON-VOLATILE MEMORY AND PROVIDE 10 YEAR BATTERY BACK UP FOR TIME OF DAY. 6. LIGHTING CONTROL SYSTEM SHALL CONSIST OF MASTER AND SLAVE PANEL(S) CONTROLLED BY A 32 -CHANNEL DIGITAL TIME CLOCK (DTC) THAT CONTROLS AND PROGRAMS THE ENTIRE LIGHTING CONTROL SYSTEM. THE DTC SHALL SUPPLY ALL TIME FUNCTIONS AND ACCEPT OTHER INPUTS. THE DTC SHALL ACCEPT CONTROL LOCALLY USING BUILT IN BUTTON PROMPTS AND USE OF AN 8 LINE 21 -LETTER DISPLAY, FROM A COMPUTER, MODEM, ETHERNET OR INTERNET. ALL COMMANDS SHALL BE IN PLAIN ENGLISH. HELP PAGES SHALL DISPLAY ON THE DTC SCREEN. 7. ALL SWITCHES SHALL COMMUNICATE VIA RS 485, CAT 5 PATCH CABLE WITH RJ45 CONNECTORS. CONTACT CLOSURE STYLE SWITCHES ARE NOT ACCEPTABLE. ANY SWITCH BUTTON FUNCTION SHALL BE ABLE TO BE CHANGED LOCALLY (AT THE DTC OR A PC) OR REMOTELY, VIA MODEM, ETHERNET OR INTERNET. REFER TO SINGLE LINE DIAGRAM FOR WIRING DETAILS. SWITCHES WHICH CANNOT BE PROGRAMMED REMOTELY SHALL NOT BE ACCEPTABLE. 8. PHOTOCELL, EXTERIOR (PCO) OR INTERIOR (PCI), SHALL PROVIDE READOUT ON THE DTC SCREEN IN NUMBER VALUES ANALOGOUS TO FOOT-CANDLES. EACH PHOTOCELL SHALL PROVIDE A MINIMUM OF 14 TRIGGER POINTS. EACH TRIGGER CAN BE PROGRAMMED TO CONTROL ANY RELAY OR ZONE. EACH TRIGGER SHALL BE SET THROUGH DTC, LOCALLY OR REMOTELY. PHOTOCELLS THAT REQUIRE THE USE OF SET SCREWS OR MANUAL ADJUSTMENTS AT THE PHOTOCELL CONTROL CARD SHALL NOT BE ACCEPTABLE. 9. LIGHTING CONTROL SYSTEM INTERFACES TO INCLUDE A DRY CONTACT INPUT INTERFACE, BMS INTERFACE, DIMMING SYSTEM INTERFACE, ETHERNET/INTERNET INTERFACE AND AN INTERFACE TO SMARTBREAKER PANEL BOARDS. VERIFY AND INSTALL ONLY THOSE INTERFACES INDICATED ON THE PLANS. 10. STANDARD LIGHTING CONTROL SYSTEM SOFTWARE, PRE-INSTALLED INTO THE DTC, SHALL CONSIST OF AND USE STANDARD GRAPHICAL MANAGEMENT SOFTWARE (GMS) PAGES. GMS SOFTWARE SHALL PROVIDE VIA LOCAL OR REMOTE PC A VISUAL REPRESENTATION OF EACH DEVICE ON THE BUS, SHOW REAL TIME STATUS AND THE ABILITY TO CHANGE THE STATUS OF ANY INDIVIDUAL DEVICE, RELAY OR ZONE. OPTIONAL SOFTWARE THAT ACCEPTS JOB SPECIFIC GRAPHICS SHALL BE AVAILABLE. NO EXCEPTIONS. 11. START UP: EC SHALL CONTACT LC&D AT LEAST 7 DAYS BEFORE TURNOVER OF PROJECT. LC&D WILL REMOTELY DIAL INTO THE LIGHTING CONTROL SYSTEM, RUN DIAGNOSTICS AND CONFIRM SYSTEM PROGRAMMING. EC SHALL BE AVAILABLE AT THE TIME OF DIAL IN TO PERFORM ANY CORRECTIONS REQUIRED BY LC&D. EC IS RESPONSIBLE FOR COORDINATING WITH GC AND THE OWNER, THE INSTALLATION OF A DEDICATED TELEPHONE LINE OR A SHARED PHONE LINE WITH A/B SWITCH. PHONE JACK TO BE MOUNTED WITHIN 12" OF MASTER LCP. LABEL JACK WITH PHONE NUMBER. EC SHALL CONNECT PHONE LINE FROM JACK TO MASTER LCP. NO EXCEPTIONS. 12. TELEPHONE FACTORY DIAL-UP SUPPORT SHALL BE AVAILABLE AT NO ADDITIONAL COST TO THE EC OR OWNER BOTH DURING AND AFTER THE 3 YEAR WARRANTY PERIOD. FACTORY TO PREPROGRAM THE LIGHTING CONTROL SYSTEM PER PLANS AND APPROVED SUBMITTAL. THE LIGHTING CONTROL MANUFACTURER, AT NO ADDED COST, SHALL PROVIDE ADDITIONAL PROGRAMMING VIA MODEM AS REQUIRED BY THE EC OR OWNER FOR THE OPERATIONAL LIFE OF THE SYSTEM. MANUFACTURER WARRANTS THAT THE DTC SOFTWARE CAN BE UPGRADED AND MONITORED REMOTELY. NO EXCEPTIONS. 13. SHOP DRAWINGS: SUBMIT DIMENSIONED DRAWINGS OF LIGHTING CONTROL SYSTEM AND ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, RELAY PANELS, SWITCHES, DTC, PHOTOCELLS AND OTHER INTERFACES. DRAWINGS SHALL INDICATE EXACT LOCATION AND PROGRAMMING OF EACH DEVICE. INDICATE ALL TIME SCHEDULES AND SWITCH BUTTON ENGRAVING. 14. LIGHTING CONTROL SYSTEM TO BE MANUFACTURED BY LIGHTING CONTROL & DESIGN, LOS ANGELES, CA (800) 345-4448. 15. PROVIDE OWNER WITH 8 HOUR TRAINING SESSION WITH LOCAL LC+D REPRESENTATIVE UPON SUBSTANTIAL COMPLETION. 16. COORDINATE ON/OFF SCHEDULE FOR "NORMAL" AND "OFF" HOURS. 17. ALL INTERIOR LIGHTS SHALL BLINK 4 TIMES TO WARN OCCUPANTS THAT THE LIGHTING CONTROL SYSTEM IS GOING INTO "OFF" HOUR MODE. 18. THE DEPRESSING OF ANY AND ALL LOW VOLTAGE CHELSEA SWITCHES DURING "OFF" HOUR MODE SHALL INITIATE A 4 HOUR OVERRIDE OF THE ENTIRE SYSTEM TO "NORMAL" MODE. �Vil�Csntier 08035 Oa111ttJ►.�IIXENAMP L4310 a X=L CA1la?a 31 1 O SWAM JLPAM PJL 4M o J!l1rA.MIIIMU i.rl.frla! O JW L KIVES #K. IPJL 61MS P9 Architects cnd P&ws LSX. Reeves V, FAIA. Kevin Ratigan, A.I.A. Irn A Reeves, Assoc. AIA. 333 N. Knowles Ave. Whter Pais, Fiaido 32789 (407) 647-U06 1518 Hendry Street Ft. Myers, Paida 33901 239-461-3944 Corporate Regisirart on No. AAC001197 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his common law copyright and other property rights In these drawngs. These drawings shat not be reproduced without Written permssion and consent of the architect, nor cre they to be assigned to any party without first obtahiig wrften permission and consent M&ITAC� AIJ % • Sheet title DETAILS - ELECTRICAL • scales AS SHOWN • drawR swc • checked swc • approved swc • date, 1x_V_08 • project no, 720 • sheet E-507 A 0 C E F G 1 2 3 a a I I a II aI I I I a a I Ia L- RACEWAYS AS REQUIRED a 2 5 ANCHOR BOLTS INSTALLED PER MANUFACTURERS TEMPLATE BOLLARD BASE DETAIL N.T.S. FOR FIXTURE TYPE "SLD" BOLLARD BASE FURNISHED AND INSTALLED BY OTHERS REFER TO CIVIL/LANDSCAPE PLANS FOR EXACT LOCATION. GENERAL NOTE: COORDINATE PLACEMENT OF RACEWAYS, ANCHOR BOLTS AND GROUNDING (BY DIV. 16) WITH POLE BASE INSTALLER 0 7 PHOTOCELL E:3 120V CONTROL CIRCUIT -j N _I� r------1 _J7 I• H -O -A SELECTOR SWITCH MOUNT IN NEMA 1 ENCLOSURE 10 TWO WIRE 2P CONTROL RELAY r------------- -7 -- i C MECHANICALLY HELD LIGHTING CONTACTOR, Hi i CR i CR MOUNT IN NEMA 1 ENCLOSURE 0 C (SQ. D CLASS 8903/LXG SERIES WITH -t- A i LATCH TWO WIRE FORM R6 CONTROL RELAY) L-_- i CR i i i (G.E. #CR160MB SERIES WITH TWO i M i i i C i WIRE CONTROL RELAY) L--_-J�-� CLEAR i (ALLEN BRADLEY #702LP-BA SERIES TIME CLOCK ----"----'COIL CLEARING CONTACTS i WITH TWO WIRE CONTROL RELAY) i L r— N L N LIGHTING L TO LIGHTS CIRCUITS N L N L i CONTACTOR SCHEMATIC — FOR MXA AND MXB PHOTOCELL + TIMECLOCK CONTROLLED SCALE: NOT TO SCALE NOTE: PROVIDE, INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE WITH ENCLOSURES AS REQUIRED PER APPLICATION, SEE ELECTRICAL DRAWINGS TO DETERMINE EXACT NUMBER OF POLES. SEE ELECTRICAL DRAWINGS FOR ACTUAL CIRCUIT NUMBERS, PROVIDE MINIMUM OF (2) ADDITIONAL/SPARE CONTACTS. MXA CONTROLS MXB CONTROLS ELECTRICAL METALLIC TUBING D JUNCTION BOX TYPICAL LIGHTING FIXTURE (TYPES VARY) NOTES; D FLEXIBLE CONDUIT. MAXIMUM LENGTH 6'-0" (TYPICAL) FLEXIBLE CONDUIT IS NOT TO BE USED TO RUN WIRING FROM FIXTURE TO FIXTURE. WIRING SHALL BE RUN IN FLEXIBLE CONDUIT FROM JUNCTION BOX LOCATED ABOVE ACCESSIBLE CEILING TO INDIVIDUAL FIXTURES OR CONTINUOUS ROW OF FIXTURES. LIGHTING FIXTURE WIRING DETAIL NOT TO SCALE 12 13 14 ►�1 MAXIMUM NUMBER OF SENSORS PER POWER PACK DEPENDS ON THE MODEL OF SENSOR. SEE THE PRODUCT DATA SHEET TO DETERMINE THE SPECIFIC CURRENT CONSUMPTION OF EACH SENSOR. MULTIPLE OCCUPANCY SENSORS 2 USING ONE POWER PACK E5.08 NOT TO SCALE 2 3/8" TENON 30'-0" 4" FT 2 1/2"x5" HANDHOLE WITH DOOR 15 i - CONDUIT AS INDICATED i� ON PLANS '�'�CONDUIT ACCESS HOLES 5'-0" 2 AT 180' 5/8"x10' GROUND ROD-\_AUGARED HOLE CLASS II CU. LIGHTNING CONDUCTOR UP TO POLE TOP LUMINAIRE. BOND TO LUMINAIRE AND EQUIPMENT GROUNDING CONDUCTOR. 1 30FT MOUNTING HEIGHT POLE DETAIL 5.08 NOT TO SCALE 08035 a �rn.was�o�,:aoisr a =nsxcusa�.rassos a no�w�oxs�aara� r0TRrdM a •. ,ItITF . LSK Reeves V, FAIA. Kevin Ratigan, A.I.A. Irn A Reeves, Assoc. AIA. 333 NI Knowles Ave. Wnter Park, Horida 32789 (407) 647-1706 1518 Hendry Street Ft. Myers, Ronda 33901 239-461-3944 Corporate Reotraflon No. AACOOTI97 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his corrrnon law copyright and other property rights In these drawngs. These drawngs shci not be reproduced with ut written permission and consent of the a chitect, nor are they to be assigned to any party without first obtckft written permission cnd consent. • revisbns • Sheet tltie DETAILS - ELECTRICAL SCde. As SHOWN • drawn swc • checked. SWC • approved swc . date. 11-n-08 • project no. 720 . sheet E-508 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0 C 0 E F G A 0 .�7 0 E F G H J 2 2 3 4 5 6 7 8 9 10 11 12 13 14 N 1 FIRST FLOOR PLAN — PLUMBING P-101 1/16" = V-0" L. a- SAL 200 aQ46 08035 M771 15 tMATCH UY . KEY PLAN Architects and Plcmers ISK Reeves V, F,ALA. Kevin Ratigan, A.I.A. Ian A Reeves, Assoc ALA 333 N Knowles Ave. Whter Pais Fbrldo 32789 (407) 647-V06 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 T Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby expressly reserves his cannon law copyright and other property rights in these drawhgs, These drawings std not be reproduced without written perrnission and consent of the crchtect, nor are they to be m9gned to any party without first obtdmg written parr issis on and consent, ��� • sheet title FIRST FLOOR PLAN - PLUMBING • scale, AS SHOWN • drawn. swc • checked swc • approved swc • date, 11-17-08 - project no, 720 . sheer P-101 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A C D E F G H J K A C D E F G H J M 2 3 4 5 6 7 8 9 in -------- -- ------------ — ................ ... . .... ....... � I I I I, I I �.,d i��� rl , _' I_ _ ------- --- ----- — --------------- l i - T L ri . .......... L JI . ... ......... r 11 rz F:Ir O 44, - - -------- - - ---------- 71 \-0, 009 .. ........... .. . . . . . . . . .. . [ Arch +tects and P&ms 4 LSY, Reeves V, FAIA Kevin Ratigcr, AIA, Ian A Reeves, Assoc ALA 333 N. Knowles Ave. (R 6" ftter Pcrk ftrb 32789 (4M 647 -VO6 ----------------- 1518 Hencir-y Street -- -------- -- ----- ---- Ft Myers Raba W901 .......... .......... . - --- --- --- - . ...... .. .... ..... ............. - - -- --- --- ........... - ----- 239 7 ...... .. . . . . ....... ............ Ji ....... WT� .......... . ............ MATCH LINE KAATPU I IKIC' Z t�7 8 2.1 'A.A; B.A` 9 Z 0 'M kbilm a A ;2 1 F.Al PF r 111!1110 Swi T FLOOR PLAN — AREA B — PLUMBING I G Sanford Public Safety Complex Sanford, Florida D Design Design 'ig D el Development Development ............ T—I F71 ... ............ . . . ... . . common low copyright and other property r rkghts in these dawings. These dawings " not be reproduced w without wTfttef) perrrission and consent o f cr f the archtect nor are they to be 1 a to any party assigned withoLft first obtarrg written pemw1on 0 t and consent jj W, -F F) L; 1, :n. 1::::: P ry eO ;.7� 0 U N R ... .. .... . FIIRE P .... .. ... .. . . . . ....... ....... ...... J j -7 ...... .... F - — - - ----- --- -- - ---- ---- - -�.77 L- ------------- .... ....... ... <E IF - 1- -Aul ;F- I G Sanford Public Safety Complex Sanford, Florida D Design Design 'ig D el Development Development A Architect ct Architect hereby expressly reserves his common low copyright and other property r rkghts in these dawings. These dawings " not be reproduced w without wTfttef) perrrission and consent o f cr f the archtect nor are they to be 1 a to any party assigned withoLft first obtarrg written pemw1on 0 t and consent * revoons - Sheet title PARTIAL FIRST FLOOR PLAN - AREA B PLUMBING • scde, AS SHOWN • drawn, Swc • checked, Swc • approved, swc • date. 11-17-08 • project w. 720 • sheet P -101B A C C C F Ef H J 2 2 3 4 5 6 7 B I ........................... ..; ,.4-1 i I ; y� wco --" -' . 1 _. -- ` I 8 0 10 11 12 13 14 15 Ew 111-1 I NVIA 1491hr S� 1 1 L 1A i . 'a r» 4t v� G J;t:w;*-ftwwCartiez 1Z1i A. - NdIL 200 oriaa�c ° 08035 o cM ffA.VZA30/o PJL431i7 o KMLcwn raSM o gow�uxr ra4M 0 MernAEZWXsa� V d 11 of is and Pb 1 IC7 S ISK, Reeves V, FAIA Kevin Ratigan, A.I.A. Ian A Reeves, Assoc. AIA. 333 N. Knowles Ave. Whter Pak Florida 32789 (40n 647-VO6 1518 � street Ft, Myers, Rorba 33901 239-461-3944 Corporate anon No. AACOOT19 Sanford Public Safety Complex Sanford, Florida I gn lopment t hereby epressly reserves his law copyright and other rights n these drawings, These shd not be reproduced written permisssioon and consent architect, nor are they to be to any paty withaat frst g written permission and consent. • Sheet title PARTIAL FIRST FLOOR PLAN - AREA C - PLUMBING • scde, AS SHOWN • drawn swc • checked swc • cipproved, swc • date. Tl -T7-08 • project no. 720 • Sheet P -101C U C E F Ef I J 12 2 3 2 C: II 0 9 10 11 12 13 14 15 N 1 SECOND FLOOR PLAN — PLUMBING P-102 1 /16" = V-0" O GAZIM M O YYISLCAI ORMAWL O li A. = a AW &M -8d1L 2W 080351 AWL KEY PLAN Architects cid Plcnners I.SK Reeves V, F.AIA Kevin Ratigan, A.I.A. km A Reeves, Assoc. AIA. 333 N. Knowles Ave. Wer Pak Florida 32789 (407 647-V06 1518 Street Ft. Myers, Rodda 33901 239-461-3944 Corporate Regstrahon Na AACOOT19 Sanford Public Safety Complex ISanford, Florida Design Development kchitect hereby epressly reserves his common law copyright and other property rights h these drawings, These drawings shall not be reproduced without written pwrrrssim and consent of the architect, nor are they to be asggned to any party without first obtdmg written pem-iss& and consent. • revisions • sheet title SECOND FLOOR PLAN - PLUMBING • scale. AS SHOWN • drawn. SWC • checked. swc • approved. swc • date. 11-17-08 • project no. 720 . sheet P-102 A 7 10 ff., W E F '0, 2 3 G 2 J K II 7 ..................... 0 P 4 2 ........... . . ..... ..... .......... ----- ------ . ... .. ......... n ­ r 9 I. . . 21 . . . . . . . D 10 ff., W E F '0, 2 3 G 2 J K II 7 ..................... 0 P 4 2 ........... . . ..... ..... .......... ----- ------ . ... .. ......... n ­ r F.170, r I F1% NOW 1 z [SIC Reeves V, FAIA Kevin Ratigan, A.I.A. k)n A Reeves, Assoc ALA 333 N Knowles Ave. Whter Pak Rorkia 32789 (4M 647-V06 1518 Hendry Street Fit Myers, Raxb 33901 239-461-3944 _":•0) 1 � Sanford Public Safety Complex Sanford, Florida Design Development 'LI.J.- &3L.. pmullm.;l Iftn"'VY tvwwMY lwa"Vwa 10 oonTT= low Copyright and other ------------ -- 'EN ff prop" rights h these dcwhgs. These ............... (Jrcm*ias shd riot be reproduced MATCH UNE K�arBfirWki—ei 08035 0 GWAMSMAMP.&OW B XMI. P.L."M sheet P -102A 0 11, AMM O=jKEY PLAN 0 AMMUNMPA&M I I. . . 21 . . . . . . . F.170, r I F1% NOW 1 z [SIC Reeves V, FAIA Kevin Ratigan, A.I.A. k)n A Reeves, Assoc ALA 333 N Knowles Ave. Whter Pak Rorkia 32789 (4M 647-V06 1518 Hendry Street Fit Myers, Raxb 33901 239-461-3944 _":•0) 1 � Sanford Public Safety Complex Sanford, Florida Design Development 'LI.J.- &3L.. pmullm.;l Iftn"'VY tvwwMY lwa"Vwa 10 oonTT= low Copyright and other ------------ -- 'EN ff prop" rights h these dcwhgs. These ............... (Jrcm*ias shd riot be reproduced MATCH UNE K�arBfirWki—ei 08035 0 GWAMSMAMP.&OW B XMI. P.L."M sheet P -102A 0 11, AMM O=jKEY PLAN 0 AMMUNMPA&M I A 1"k C E A F G H J 13 12 13 14 'Ir. C i ""N 15 4"FD-1 9 E 0 -ii V19,F], MA To- I ... ........ . i I I I AII EVIN-1 ME .... . .. ...... ............ �[7 ................. W ��. oe Architects cnd Pbmers LSY, Peeves V, FAIA Kevin Ratigan, A.I.A. Icn A Reeves, Assoc. AIA' 333 N Knowles Ave Whter Pcrk Pada 32789 (407) 647-V06 1518 Hendry Street Ft. Myers, Polda 33901 239-461-3944 Sanford Public Safety Complex M 0 IOWA 0 XTIS 3 ORMAI 0 AMA. 0jW& on Cartier � 9db 200 17 raw' 08035 )KPJLOW 1JL � ]PA48M PA t PAIRM I G • Sheet Me PARTIAL SECOND FLOOR PLAN - AREA 13 PLUMBING H • scale, AS SHCWN • drawn SWC • checked , SWC • approved. swc A-41=1 I I- V -%-10 .................. .. A project no, 720 MATCH UNE C teet .......... KEY PLAN 8 1 A 711 r. 5 V 11:1 UL ... ....... 7 . . .......... 1!0 E.A` ON- i`('� A' .... ......... ... .. . . .......... - 9 E 0 -ii V19,F], MA To- I ... ........ . i I I I AII EVIN-1 ME .... . .. ...... ............ �[7 ................. W ��. oe Architects cnd Pbmers LSY, Peeves V, FAIA Kevin Ratigan, A.I.A. Icn A Reeves, Assoc. AIA' 333 N Knowles Ave Whter Pcrk Pada 32789 (407) 647-V06 1518 Hendry Street Ft. Myers, Polda 33901 239-461-3944 Sanford Public Safety Complex M 0 IOWA 0 XTIS 3 ORMAI 0 AMA. 0jW& on Cartier � 9db 200 17 raw' 08035 )KPJLOW 1JL � ]PA48M PA t PAIRM I G • Sheet Me PARTIAL SECOND FLOOR PLAN - AREA 13 PLUMBING H • scale, AS SHCWN • drawn SWC • checked , SWC • approved. swc A-41=1 I I- V -%-10 .................. .. A project no, 720 MATCH UNE C teet .......... KEY PLAN 9 10 11 12 13 14 15 F-11 1 A 7 E F G H J i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3 4 5 6 7 8 9 10 11 12 13 14 15 1 A A C E F G H J 12 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N 1 FIRST FLOOR PLAN — FIRE PROTECTION FP -101 1/16" = V-0" -soii L 2W 080351 AWL KEY PLAN Architects cnd Pamrs U, Reeves V, FAIA Kevin Ratigan, A.I.A. Ian A Reeves, Assoc ALA 333 N Knowles Ave, Whter Pate Raids 32789 (407) 641-V06 1518 Hendry Street Ft. Myers, Floc da 33901 239-461-3944 Sanford Public Safety Complex ISanford, Florida Design Development Architect hereby expre* reserves his conynon law copyright and other property rights n these drawings. These drawngs steal not be reproduced wtthout written permission and consent of the architect, nor are they to be m4gied to any party withait first obtamg written perrYyss m and con,sent. • rev6m • sheet title FIRST FLOOR PLAN - FIRE PROTECTION • scales AS SHOWN • drawn, SWC • checked SWC • approved, swc • date. 11-17-08 • project no, 720 . sheet FP -101 - , 11 I - " A A C 11 E F M " i I I : : I , I : i : I I I - - - - - - - I - I I I I I - : - - - - - - - - - I—— . . . . . . . . . . ­ ­ " ­ , " ­ "-, � 1 . , � t i i I i I : t i I : : � , ��;;�n�: w: :�;, �'� . , ". ­ , - - . . . . . . . . ­ .. 1 . . . . . . . .. . .. . . . � I ; 1.___..-_._' I I I I � : � I I : � � 11�11 � I I I � I I I I I - I I I I I � I I I I I I I I I . 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' =02 � ISK Reeves V, FALA Kevin Ratigan, AIA, Ian A Reeves, Assoc ALA 33.3 N Knowles Ave. Whiter Pak Raba 32789 (4M 647-V06 1518 Hendry Street Ft Myers, Fonda 33901 239-461-3944 Sanford Public Safety Complex Sanford, Florida D Design Design Vig e8 Development e' Development . ect Ar&#ect hereby expressly I reserves his cornrinon law copyright 0 and other r property Vts h these dcwhigs. These k d . clrawi be reproduced wftxxft w iftten Wftsbn a -d =wnt of the car&#ect nor are :1 they to be I a&*;vd to any party wffl-c& first . . obtci*V written permission cr,d consent. M -M - sheet title PARTIAL FIRST FLOOR 1 -i - ;i PLAN - AREA A - FIRE r I , - , 1� - PROTECTION , q) (k k-3 - sccie, AS SHOWN t�s - dawn, swc "I f) ul I is checked. swc =I - cIpproved swc - date. fl -17-08 - project no, 720 _.- � - ; i ; I I - sheet FP -101A t I : II I I I KEY PLAN Wit A 0 C is E F G H J K 1 I 3 4 5 9 7 I I 10 11 12 1.3 14 1.9 -34,` NT F Arctects ard Plimms LSY, Reeves V, FAIA Kevin Ratigan, AlA. Icn A Reeves, Assoc ALA 333 N Knowles Ave. Mter Park Raba 32789 (40n 647-V06 1518 Hei Street Ft Myers Fonda 33901 239-461-3Re944 t Corate ds No. AA0001197porarhon 4 MAIN Ji. :d ------ ---- N--1 ................. i �,5, a P: ... ......... .......... ................... .............. ...................... ----- - ------------ --- .......... .. 7 (4 i Ho o Ft ;�04 F 1_12 1 ....`I _ -. I > .... ..... 4 r. 8 ............................. -------------- ........... 2. 1 L 'EtC E- - < "'N Sanford Publ�� ic i JI F Ek K': TC .................. . t t . 1- 121 'C.A/ Safety Complex B.A` AA E R 4' E, L -E L,; .............. ........... ........... `F ... .... .. .... 21,� cl,1164, i z Or -) I!i:! 4� , �1PARTIAL FIRST FLOOR PLAN AREA B FIRE PROTECTION ................ IN -77-3- Sanford, "178 Florida F.1LJ1;'1:E G TO, E 5 L E ..... .......... • . ..... ... . 51 Design { I Development Architect hereby e>pre* reserves his LIP oonTT= law copyVt and othff ............. ............ ... property rots in these drawings. These 9 dawrgs shall not be reproduced wffojt mitten perrnission and consent /* -or are they to be of the architect, r assigned to any party withaft fist obtm)g mitten Wrnisson and consent X I EF_ 10/1", Ir revisions d 2, we *=WCWdW ImonmE& IM. 1212406U&Av�-fthL200 2129 17Vor 1 MWe"am 08035 06MA.WASUNKPAG10 0=2L P MUNN'iLaw a LPAMPALAIM 0MA.ZM$X,ratter 0MIL1993MMPAOM I A MATCH WVL C KEY PLAN - Sheet flib PARTIAL FIRST FLOOR PLAN - AREA B - FIRE PROTECTION • scale, AS SHOWN • drawn, swc .. ... ... ... ..... ... swc • approved, swc • date, 11-17-08 I J, i I E ISL .... .. ............... ..... .. . tt it it ell� it it t 2 10 I., ?0:� .......... 4 ----------- ------------ ........... ------------ 7- .......... - ------ ....... . ..... J J. j t_ - ------------- a. L ......... . ........ ............ 7z _t- 4" MAIN F F -- ---------- 12 1.3 14 1.9 -34,` NT F Arctects ard Plimms LSY, Reeves V, FAIA Kevin Ratigan, AlA. Icn A Reeves, Assoc ALA 333 N Knowles Ave. Mter Park Raba 32789 (40n 647-V06 1518 Hei Street Ft Myers Fonda 33901 239-461-3Re944 t Corate ds No. AA0001197porarhon 4 MAIN Ji. :d ------ ---- N--1 ................. i �,5, a P: ... ......... .......... ................... .............. ...................... ----- - ------------ --- .......... .. 7 (4 i Ho o Ft ;�04 F 1_12 1 ....`I _ -. I > .... ..... 4 r. 8 ............................. -------------- ........... 2. 1 L 'EtC E- - < "'N Sanford Publ�� ic i JI F Ek K': TC .................. . t t . 1- 121 'C.A/ Safety Complex B.A` AA E R 4' E, L -E L,; .............. ........... ........... `F ... .... .. .... 21,� cl,1164, i z Or -) I!i:! 4� , �1PARTIAL FIRST FLOOR PLAN AREA B FIRE PROTECTION ................ IN -77-3- Sanford, "178 Florida F.1LJ1;'1:E G TO, E 5 L E ..... .......... • . ..... ... . 51 Design { I Development Architect hereby e>pre* reserves his LIP oonTT= law copyVt and othff ............. ............ ... property rots in these drawings. These 9 dawrgs shall not be reproduced wffojt mitten perrnission and consent /* -or are they to be of the architect, r assigned to any party withaft fist obtm)g mitten Wrnisson and consent X I EF_ 10/1", Ir revisions d 2, we *=WCWdW ImonmE& IM. 1212406U&Av�-fthL200 2129 17Vor 1 MWe"am 08035 06MA.WASUNKPAG10 0=2L P MUNN'iLaw a LPAMPALAIM 0MA.ZM$X,ratter 0MIL1993MMPAOM I A MATCH WVL C KEY PLAN - Sheet flib PARTIAL FIRST FLOOR PLAN - AREA B - FIRE PROTECTION • scale, AS SHOWN • drawn, swc • checked. swc • approved, swc • date, 11-17-08 , project no. 720 - sheet FP -1018 AI BI CI DI EI FI G 5 H I IL J I AK I 2 3 4 5 I 7 I I 2, wATE K 10 12 13 14 15 .J H (�j:)PARTIAL FIRST FL N 1�P-101 1/8* = V-0. 0 GMWJ 0 KYLB J 0 BWA 0 JWA OmorL a Carda i2c. n - SWIL 200 06M 6106 08035 LPJL431C MATCH LINE �B KEY PLAN M0\`. r �De 09% X GO /VdI and P&ws LI Reeves V, FAIA Kevin Ratigon, A.I.A. Ian A Reeves, Assoc. ALA 333 R Knowles Ave. WhI Pcrk Rorda 32789 (407) 647406 1518 Hendry Street Ft Myers, Ronda 33901 239-461-3944 W Sanford Public Safety Complex Sanford, Florida D Development 0 .r Design es V eo ig e' t Design Development Architect hereby expressly reserves his common law copyright a -d other property roperty Vts in these drawings, These r c c IrawI shall not be reproduced ir without written perrnission and consent without W of the carchtect, nor are they to be f to any party wft)oLA first as 0 t . . u , clotching written perrnission and consent. - Sheet title PARTIAL FIRST FLOOR PLAN - AREA C - FIRE PROTECTION • scalle, AS SHOWN • drawn, swc • checked, swc • approved, swc • date, 11-17-08 • project no. 720 • sheet FP -101C It � ij ��! �'..:� f?i '�`' ; . . . . . . . . . . ilk; � ----- -------- . . . ....... t W MAIN HE F o )! � n ' I: i i!. ), ! i : of z 7i 4" MAIN Tl 'LI F 7 1�1 71 7)IR. 4;N CN T I C) '�'J N; I -,� U5 4 !N is T- . . . . . . . . . . . . L 4 ... ...... ...... ...... .... ...... . .. ....... ...... .J H (�j:)PARTIAL FIRST FL N 1�P-101 1/8* = V-0. 0 GMWJ 0 KYLB J 0 BWA 0 JWA OmorL a Carda i2c. n - SWIL 200 06M 6106 08035 LPJL431C MATCH LINE �B KEY PLAN M0\`. r �De 09% X GO /VdI and P&ws LI Reeves V, FAIA Kevin Ratigon, A.I.A. Ian A Reeves, Assoc. ALA 333 R Knowles Ave. WhI Pcrk Rorda 32789 (407) 647406 1518 Hendry Street Ft Myers, Ronda 33901 239-461-3944 W Sanford Public Safety Complex Sanford, Florida D Development 0 .r Design es V eo ig e' t Design Development Architect hereby expressly reserves his common law copyright a -d other property roperty Vts in these drawings, These r c c IrawI shall not be reproduced ir without written perrnission and consent without W of the carchtect, nor are they to be f to any party wft)oLA first as 0 t . . u , clotching written perrnission and consent. - Sheet title PARTIAL FIRST FLOOR PLAN - AREA C - FIRE PROTECTION • scalle, AS SHOWN • drawn, swc • checked, swc • approved, swc • date, 11-17-08 • project no. 720 • sheet FP -101C ►0 C A C F Fe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 N SECOND FLOOR PLAN — FIRE PROTECTION P-10 1/16" = V-0" 1;174Amb11e&Av. -aIL'oo �P1oeFiaAiTlgs817 �°0 08035 0 QAWA.N1IIMMMM.la416'1 O KMLCATSMISRM O RMAWLP PAOM o�AAUWMX!$� 18 rrrr•MM KEY KEY PLAN PO 0, �De \0 Ard1<tects ald Players LSK Reeves V, F.AIA. Kevin Ratigan, AIA. bn A Reeves, Assoc ALA 333 N Knowles Ave. Wnter Pak, Florida 32789 (40n 647-vo6 1518 HendrX stre3et Ft. Myers Fbrxja 3901 239-461-3944 Sanford Public Safety Complex Sanford, Florida Design Development Architect hereby enxe* reserves his comm law ccpW fight and other property rights n these drawings, These dawhgs shd not be rgxcclxced without written perp Mon and consent of the ach tect, nor are they to be assigned to any party without fist cbtd-rg written perrrys�on and con,sent. • rev6m • Sheet title SECOND FLOOR PLAN - FIRE PROTECTION • scale. AS SHOWN • drawn. swc • checked, swc • approved. swc • date. 11-17-08 • proiect no, 720 . ,eet FP -102 2 3 4 5 6 7 9 10 11 12 13 14 15 A EN. C m F m G EH 5J a K • date. 11-F-08 W*mm Carder La --'VARTIAL SECOND FLOOR PLAN AREA A 19 1 FIRE PROTECTION project no. 720 nmEAU&A•-BAL200 A -F 08035 MATCH LINE C3 0AWA -102A . 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ALA 333 N Knowles Ave. Whter Pak I'lorldo 32789 (407) 647-V06 1518 Hendry Street Ft Myers Rorida 33901 239-461-3944 Corporate Regstration No. AACOOT197 ; : � � � : i � Sanford Public � � : : i : i I Safety Complex I � 1 1 �- I I A 11 I- 11 1-11 11 -11 11 I I I I ; : l- .... I � - I-- ----------------- -�� �, ,; '.'':.I SWC \ I - L.:::: ......... .::::::::::.:::,::.::::::�.�..:::::::,:..�:::�.: --- :.-: ..... :--, . . 11 - -1 � , ; ti � .... . - -T,-, .. � .i �-�, ..4; - '� 1 , r 11 I � j i: ; I . ...- � I : I I I � I I . I � . i � i ,,, � f! "* )i- . I ; , , : " � -•1, - , 1 I ; � . I � r I � ,i. .. I 1� f) � � 1 1 r : � : : ' " , I I ; � I � , � I - I : i �, : ; � : i I : r I \ � I � � ; r : � . i - � I I - I r 1% 1� � / : C 11 I i i i I I � � 1. I � ii .LX.,-.i.-:1.�.,--- � � ,- ; � 11.11,1111, � , I ; : I ii � � I I : � � . . i, � , . , , �r: I .::::::,:::::� i r I � I I I , i , i , ., . " I 11 1 i-,�. , - ��4 ... � ... , . ; I - �.�-, , � f I I � � : � ............ 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I I i - - .-I"-- - ,. �L. 11 1-1- . � .....: I I �-,:,�,,I�: � : : I 0 FMX WWA*vXM cKtier Yoh^ Engmewing.A... 12124 Hkh TW& A� - 80L 200 � - A- W--JLA- 3=17 � , �. .10=72a'so 08035 0 GAKFAMUMAKPA4816 OKYLILO � Fame 0 WWAXDLPAXkPJL4UW 0 D AAEMWKPJL� 0 AM L MUM PA a= I Sanford, Florida Design Development Architect hereby apressly reserves his corer non law copyright and other property rights in these drawings, These dcwi,gs shc! not be reproduced without written plemnission and consent of the architect, nor are they to be askqed to any party without fist obtaing written permission and consent - revisions - sheet title PARTIAL SECOND FLOOR PLAN - AREA B - FIRE PROTECTION - sode, AS 3-10VVN - down, SWC - checked. SWC - approved, swc - date, '11-17-08 - project no, 720 - teet FP -102B n r. C E E F G Y J 2 J K 1 2 3 4 5 [:1 7 M. E 10 12 13 14 15 , { 1 D.1- .1 t H N 1 PARTIA -102 1 /8" 7"- J "- i J FLOOR PLAN — AREA C — FIRE PROTECTION { M N m!-2*n Cartier nim Hsi; 06 A&Z- SOL 200 �P 0132117 20='w 08035 00AWA.VUJONS UL43101 O rnaxca►am PA 0 LV PS 0=A.XMZA"PA0W 0 =L ZV9s4M> A aW i 0 Geo LSY, Reeves V, F,AIA, Kevin Ratigan, A.I.A. Ian A Reeves, Assoc, AIA, 333 Nr Knowles Ave. Whter Pais, Florida 32789 (4017 647-vo6 1518 Hendry Street Ft Myers, Florida 33901 239-461-3944 Corporate ReGtta ion Na AACOOT197 Sanford Public Safety Complex Sanford, Florida gn lopment t hereby e�ressly reserves his law copyright l , rights n these drawwings, These shd not be . I written perrrission and con,sent T they to be to any party without tst written pernxssion ------------------ k , , FI , i, I 12 p I I � I I , _ I I i - , 1 I I i FROMBELOW i I I I it - , + FI , r I TI { • - _.....� f { �';_-- �� �.-.� TCFiLINEI �� i _ - Cif r S I { --- --. __. t , I ,l ---- I � I -� --(- 0a _�, - �i 1: q. v�. f ! _ _... --- --- _. _.... r ' - ._..._ _. -...... .._._.. - - -.._.. ------- ......_.... I � I I - , Y , f 4" MAIN I , I, I- - - f1 I I, it ' I t 1i -------------------------- - f f { 33 , { 1 D.1- .1 t H N 1 PARTIA -102 1 /8" 7"- J "- i J FLOOR PLAN — AREA C — FIRE PROTECTION { M N m!-2*n Cartier nim Hsi; 06 A&Z- SOL 200 �P 0132117 20='w 08035 00AWA.VUJONS UL43101 O rnaxca►am PA 0 LV PS 0=A.XMZA"PA0W 0 =L ZV9s4M> A aW i 0 Geo LSY, Reeves V, F,AIA, Kevin Ratigan, A.I.A. Ian A Reeves, Assoc, AIA, 333 Nr Knowles Ave. Whter Pais, Florida 32789 (4017 647-vo6 1518 Hendry Street Ft Myers, Florida 33901 239-461-3944 Corporate ReGtta ion Na AACOOT197 Sanford Public Safety Complex Sanford, Florida gn lopment t hereby e�ressly reserves his law copyright l , rights n these drawwings, These shd not be . I written perrrission and con,sent T they to be to any party without tst written pernxssion ------------------ , , FI , i, I 12 p I I � I I , _ I I i - , I I i , { 1 D.1- .1 t H N 1 PARTIA -102 1 /8" 7"- J "- i J FLOOR PLAN — AREA C — FIRE PROTECTION { M N m!-2*n Cartier nim Hsi; 06 A&Z- SOL 200 �P 0132117 20='w 08035 00AWA.VUJONS UL43101 O rnaxca►am PA 0 LV PS 0=A.XMZA"PA0W 0 =L ZV9s4M> A aW i 0 Geo LSY, Reeves V, F,AIA, Kevin Ratigan, A.I.A. Ian A Reeves, Assoc, AIA, 333 Nr Knowles Ave. Whter Pais, Florida 32789 (4017 647-vo6 1518 Hendry Street Ft Myers, Florida 33901 239-461-3944 Corporate ReGtta ion Na AACOOT197 Sanford Public Safety Complex Sanford, Florida gn lopment t hereby e�ressly reserves his law copyright l and other rights n these drawwings, These shd not be reproduced written perrrission and con,sent architect, nor are they to be to any party without tst written pernxssion and consent. • revisions • Sheet title PARTIAL SECOND FLOOR PLAN - AREA C - FIRE PROTECTION • Scales AS SHOWN • drawn swc • checked swc • approved, swc • date, 1T-17-08 • project na 720 • Sheet FP -102C