Owner: Addenda. Subject: proposals. document. Architect: Section 08. Section 10. Section 10. Section 32

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1 Addendum No. 00 Nme of Project: City of Coco Fire Sttion # Hedqurters ADG Project No Issue Dte: Architect: Owner: Subject: June 0, 06 Architects Design Group, Inc. City of Coco, FL Addend 00 The following items re to be incorported into the bid documents, ll other provisions of the documents will remin unless specificlly modified by this document. I. All Bidders A. This Addendum supplements nd mends the originl Plns nd Specifictions nd shll be tken into ccount in prepring proposls nd shll become prt of the Contrct Documents. The Bidder shll indicte receipt of this Addendum nd ll previously issued Addend on the Proposl Form. Ech holder of bid documents registered with the Architect will receive copy of the Addendum. Ech prime bidder is responsible for distribution of informtion conveyed by this Addendum to its sub-bidders nd suppliers. B. This Addendum consists of printed 8.5 x pges nd printed 4 x 6 pges to be incorported into the Bidding nd Contrct Documents. II. Chnges nd Clrifictions to Specifictions A. B. C. D. E. Tble of Contents. Revised per below. Section Removed from specifictions. Section Addedd to specifictions. Section Addedd to specifictions. Section Addedd to specifictions

2 F. Section Addedd to specifictions. III. Chnges nd Clrifictions to Drwings Structurl A. B. Sheet S-..0:. Revised dimensions. Dimension between column line H nd column line J shll now be -. Sheet S-..0:. Revised dimensions. Dimension between column line H nd column line J shll now be -. Lndscpe: A. B. Sheet L-. 0:. Irrigtion Equipment Legend:. Revised the Mster Control Vlve: Hunter ICV Series electric remote control vlve, size with pressure regultor. b. Revised the Control Vlve for Dripline Zones: Toro 54 Series plstic vlves nd DZK Drip Zone Vlve Kit. Mster Control Vlve:. Revise for the Mster Control Vlve: Hunter ICV Series electric remote control vlve, size with pressure regultor.. Control Vlve for Dripline Zones:. Revised the Control Vlve for Dripline Zones: Toro 54 Series plstic vlves nd DZK Drip Zone Vlve Kit Sheet L-04:. Remote Control Vlve. Revised s ttched on L-04A. Architecturl: A. B. Sheet A-.0:. Detil Floor Pln. Revised dimensions. Sheet A-.5:. Detil Reflected Ceiling Pln. Deleted exterior integrl cnopy over doors 00 nd 0. b. Added exterior lights round door 0.

3 C. Sheet A. 0:. Detil South Elevtion. Deleted exterior integrl cnopy over door.. Detil North Elevtion. Deleted exterior integrl cnopy over door. b. Added exterior lights D. Sheet A-.5. Detil Wll Section. Revised wll section. E. Sheet A-4.0:. Detil 7 5 Apprtus By. Revised lyout. Wll type chnge to wlls round room 5, 5, 5, 54, nd 55. Gypsum bord, metl stud furring, nd rigid insultion dded to wll type s shown. Building extended 8 to ccommodte wll type chnge. b. Revised grid dimension. Dimension between column line H nd column line J shll now be -. F. Sheet A-5.4:. Detil 7 Integrl Cnopy. Deleted from project. Interiors: A. B. Sheet ID-.00. Reissue sheet to correct missing textt from Addendum 00 relese. Sheet ID-.05. Revised dimensions throughout. Mechnicl: C. D. Sheet M-.0. Addedd 600 cfm requirement to note for hose reels. Addedd 50 cfm of ir to telecom room nd electricl room Sheet M..0. Revised schedules on sheet Electricl:

4 A. B. C. D. E. A. Sheet E-0. Revised AHU- nd CU- for Tele. Rm. to Mini-Split type.. Revised AHU-4 nd CU-4 for Elec. Rm. to Mini-Split type. Plumbing: Sheet P Revised schedules Sheet P Revised spec schedule Sheet P-..0. Revised gs piping to reflect CFH nd correct sizing seee tble 40.4() for sizing.. Revised pln notes. Revised -/4 line routed to ES/EW per spec nd detil Sheet P4.0. Revised Wter Heter tgs to reflect correct informtionn Sheet P Deleted Detil 5/P-5.0. Revised pln Detil /P-5. 0 Technology: A. Sheet T-0. Addedd 66 AFF elevtion for TVs in Community Meeting Room.. Revised elevtion for Apprtus By TVs to 0 AFF. Attchments: Drwings: Addendum 00 DWGS-FINAL Specifictions: Addendum 00 SPECS-FINAL End of Addendum #00

5 TABLE OF CONTENTS Coco Fire Sttion # Hedqurters ADG No Sect. No. SECTION TITLE DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS DIVISION 0 - GENERAL REQUIREMENTS GEOTECHNICAL REPORT SUMMARY OF WORK 0 00 ALTERNATES (REMOVED BY ADDENDUM # 06/0/6) SUBSTITUTION PROCEDURES 0 00 PROJECT MANAGEMENT AND COORDINATION 0 00 CONSTRUCTION PROGRESS DOCUMENTATION 0 00 SUBMITTAL PROCEDURES QUALITY REQUIREMENTS REFERENCES TEMPORARY FACILITIES AND CONTROLS PRODUCT REQUIREMENTS EXECUTION CLEOUT PROCEDURES 0 78 OPERATION AND MAINTENANCE DATA PROJECT RECORD DOCUMENTS DEMONSTRATION AND TRAINING 0 9 GENERAL COMMISSION REQUIREMENTS COMMISSIONING AUTHORITY RESPONSIBILITIES DIVISION 0 - EXISTING CONDITIONS NOT USED DIVISION 0 CONCRETE CAST-IN-PLACE CONCRETE ADG No TOC - Tble of Contents Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

6 DIVISION 04 MASONRY NOT USED REINFORCED UNIT MASONRY (ADDED BY ADDENDUM # 06/0/6) DIVISION 05 METALS STRUCTURAL STEEL FRAMING 05 9 STEEL JOISTS STEEL DECKING COLD-FORMED METAL FRAMING METAL FABRICATIONS DIVISION 06 - WOOD, PLASTICS, AND COMPITES ROUGH CARPENTRY PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS DIVISION 07 - THERMAL AND MOISTURE PROTECTION THERMAL INSULATION INSULATED CORE METAL WALL PANELS (REMOVED BY ADDENDUM # 06/0/6) MODULAR METAL WALL PANELS (ADDED BY ADDENDUM # 06/0/6) CEMENTITIOUS FIBER-BOARD POLYVINYL CHLORIDE (PVC) MEMBRANE ROOFING METAL ROOF PANELS (REVISED BY ADDENDUM # 06/0/6) SHEET METAL FLASHING AND TRIM ROOF SPECIALTIES 07 7 ROOF HATCHES PENETRATION FIRESTOPPING JOINT SEALANTS DIVISION 08 - OPENINGS 08 HOLLOW METAL DOORS AND FRAMES FLUSH WOOD DOORS 08 ACCESS DOORS AND PANELS 08 COILING COUNTER DOORS 08 OVERHEAD COILING SERVICE DOORS WOOD SOUND CONTROL DOOR ASSEMBLIES (REMOVED BY ADDENDUM # 06/0/6) 08 4 ALUMINUM-FRAMED ENTRANCES, STOREFRONTS AND CURTAIN WALLS FOLDING AUTOMATIC ENTRANCES ALUMINUM SUN SHADES (REMOVED BY ADDENDUM # 06/0/6) ADG No TOC - Tble of Contents Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

7 SECURITY WINDOWS (REMOVED BY ADDENDUM # 06/0/6) DOOR HARDWARE GLAZING (REVISED BY ADDENDUM # 06/0/6) FIXED LOUVERS DIVISION 09 - FINISHES GYPSUM BOARD AND NON-STRUCTURAL FRAMING (ADDED BY ADDENDUM # 06/0/6) 09 0 CERAMIC TILING 09 5 ACOUSTICAL TILE CEILINGS 09 5 ACOUSTICAL METAL CEILINGS RESILIENT BASE AND ACCESSORIES RESILIENT ATHLETIC FLOORING TILE CARPETING ACOUSTICAL WALL PANELS PAINTING AND COATINGS 09 9 EXTERIOR PAINTING (ADDED BYADDENDUM # 06/0/6) DIVISION 0 - SPECIALTIES EXTRUDED ALUMINUM LOUVERS SUNSHADES (ADDED BY ADDENDUM # 06/0/6) 0 6 CORNER GUARDS 0 44 FIRE PROTECTION CABINETS FIRE EXTINGUISHERS EXTRUDED ALUMINUM WALKWAY COVERS AND CANOPIES (ADDED BY ADDENDUM # 06/0/6) GROUND-SET FLAGPOLES DIVISION EQUIPMENT 5 PROJECTION SCREENS DIVISION - FURNISHINGS 4 ROLLER SHADES 6 6 QUARTZ COUNTERTOPS DIVISION - SPECIAL CONSTRUCTION NOT USED ADG No TOC - Tble of Contents Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

8 DIVISION 4 - CONVEYING EQUIPMENT NOT USED DIVISION 0 MECHANICAL SYSTEMS NOT USED DIVISION - FIRE PROTECTION SEE ATTACHED TABLE OF CONTENTS DIVISION - PLUMBING SEE ATTACHED TABLE OF CONTENTS DIVISION - HEATING VENTILATING AND AIR CONDITIONING SEE ATTACHED TABLE OF CONTENTS DIVISION 6 - ELECTRICAL SEE ATTACHED TABLE OF CONTENTS DIVISION 7 - TECHNOLOGY NOT USED DIVISION 8 - ELECTRONIC SAFETY AND SECURITY 8 00 ADDRESSABLE FIRE ALARM SYSTEM DIVISION EARTHWORK BUILDING EARTHWORK 6 TERMITE CONTROL DIVISION - EXTERIOR IMPROVEMENTS.5 HORIZONTAL SLIDING SECURITY GATES UNDERGROUND IRRIGATION SYSTEM (ADDED BY ADDENDUM # 06/0/6) 9 00 LANDSCAPE WORK (ADDED BY ADDENDUM # 06/0/6) ADG No TOC - 4 Tble of Contents Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

9 DIVISION - UTILITIES NOT USED End of Tble of Contents ADG No TOC - 5 Tble of Contents Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

10 Section EXTRUDED ALUMINUM LOUVERS/SUNSHADE DEVICES PART.00 GENERAL.0 DESCRIPTION A. RELATED WORK SPECIFIED ELSEWHERE. Concrete. Structurl Steel B. Work included in this section: The extent of the extruded luminum louver system is shown on the contrct drwings nd hereby defined to include ll louvers/sunshde devices of the type shown nd specified herein..0 INDUSTRY STANDARD A. Reference: Products nd executions re specified in this section by reference to the following industry nd/or trde specifictions or stndrds of the following:.0 QUALIFICATIONS Ntionl Assocition of Architecturl Metl Mnufcturers (NAAMM), The Aluminum Assocites, Inc. (AA) A. Mnufcturers. Stndrd: For the purpose of designtion type nd qulity for the work under this section, drwings nd specifictions re bsed on the products mnufctured by Dittmer Architecturl Aluminum, 006 Sheprd Rod, Winter Springs, Florid 708, , (fx), Acceptble Mnufcturers: Subject to complince with these specifictions, products s mnufctured by: Airolite Compny Airstrem Louvers C/S LouverForms Other mnufcturers my bid only fter written pprovl of the rchitect, obtined 0 dys prior to bid opening nd issued by ddendum. Interested mnufcturers must furnish full detils of proposed product, engineering clcultions on ll sections involved, physicl smples of ll shpes nd finished, list of instlltions similr in size nd design, nd ADG No Extruded Aluminum Louvers/ Coco Fire Sttion # Hedqurters Sunshde Devices Design Criteri My, 06 Addend #, June 0, 06

11 must hve minimum of five yers experience in mnufcturing nd instlling extruded luminum louver systems..04 SUBMITTALS A. Shop Drwings: Submit for rchitect s pprovl prior to commencement of ny work or fbriction under this section detiled shop drwings showing ll res of work: profiles nd sections of ll components, finishes nd fstening detils. B. Gurntees: The work in this section shll be gurnteed ginst defects in mteril nd workmnship for period of one () yer from dte of cceptnce of the building. Contrctor shll replce nd repir ny defects t no cost to the owner..05 PRODUCT HANDLING A. Shipping nd Hndling: Delivery to be mde by mnufcturer s own truck to prevent dmge. PART.00 -PRODUCTS.0 MATERIALS.0 FINISH All sections shll be 606 lloy, het-treted to T-6 temper. Louvers, heds, sills nd jmbs shll be s detiled on the contrct drwings. All sections to hve integrl culking slot nd retining bed. All fsteners to be stinless steel or luminum. Structurl supports to be designed by the louver mnufcturer to crry wind lod of not less thn 0 pounds (or other required loding) per squre foot (957 pscls). All extruded luminum components shll be cler nodize per Aluminum Assocition Specifiction AA-M-0C-A-. Pinted finish shll consist of bked crylic enmel for mximum chlk nd fde resistnce, over chromte conversion pretretment. PART.00 EXECUTION.0 FIELD DIMENSIONS Generl contrctor shll field confirm openings nd elevtions s shown on shop drwings prior to fbriction. ADG No Extruded Aluminum Louvers/ Coco Fire Sttion # Hedqurters Sunshde Devices Design Criteri My, 06 Addend #, June 0, 06

12 .0 ERECTION Mnufcturer s fctory trined instller or uthorized instller shll be scheduled to erect fter ll djcent pinting, roofing nd msonry hve been completed. Butt nd miter joints shll be executed in workmnship mnner. PART 4.00-PROTECTION 4.0 PROTECTION Exercise cre in hndling nd instlltion to prevent scrtching or mrring of the finish. Any sections tht re scrtched re to be touched up. If dmge cnnot be repired in n cceptble mnner, components will be replced with no cost to the owner. Advise contrctor of protection nd surveillnce procedures, s required to ensure tht work in this section will be without dmge or deteriortion t time of substntil completion. END OF SECTION ADG No Extruded Aluminum Louvers/ Coco Fire Sttion # Hedqurters Sunshde Devices Design Criteri My, 06 Addend #, June 0, 06

13 SECTION EXTRUDED ALUMINUM WALKWAY COVERS AND CANOPIES PART GENERAL. RELATED DOCUMENTS: A. The bidding requirements, generl conditions, supplementry conditions, drwings nd requirements of division one specifiction shll pply to work specified in this section.. DESCRIPTION OF WORK: A. The extent of luminum wlkwy cover is shown on the drwings nd s specified herein. B. Definition: Extruded Aluminum Wlkwy Cover shll consist entirely of extruded luminum sections (roll-formed not cceptble). System shll consist of heli-rc welded, one-piece rigid structurl bents (column nd bem ssemblies), decking, fsci, ccessory items nd hrdwre to provide complete system. C. Wter shll drin from deck into designted bems nd out t grde level of columns through weepholes.. SUBMITTALS A. Shop Drwings: Submit detiled drwings, lyout of wlkwy cover system, bent loctions (identify drin columns nd wet bents), ll mechnicl joint loctions with complete detils, connections, jointing nd ccessories. Include detils of concrete footings nd bent nchorge. B. Product Dt: Submit mnufcturer s product dt, specifictions, component performnce dt nd instlltion instructions. C. Clcultions: Provide signed nd seled structurl clcultions for the proposed wlkwy cover, by professionl engineer registered in the stte of Florid, who professes his discipline to be structurl engineering..4 QUALITY ASSURANCE A. Codes nd Stndrds: Comply with provisions of the following except s otherwise indicted. ADG No Extruded Aluminum Wlkwy Coco Fire Sttion # Hedqurters Covers nd Cnopies Design Criteri My, 06 Addend #, June 0, 06

14 Stndrd Building Code, ltest ddition with mendments, if ny. AWS (Americn Welding Society) stndrds for structurl luminum welding. B. Mnufcturer: Obtin luminum covered wlkwy system from only one () mnufcturer, lthough severl my be indicted s offering products complying with requirements. C. Instller Qulifiction: Firm with not less thn three () yers experience in instlltion of luminum wlkwy covers of type, quntity nd instlltion methods similr to work of this section. D. Field Mesurements: Tke field mesurements prior to preprtion of shop drwings nd fbriction where possible, to insure proper fitting of work. However, llow for djustments within specified tolertions wherever tking of field mesurements before fbriction might dely work. E. Shop Assembly: Pre-ssemble units in shop to gretest extent possible nd disssemble s necessry for shipping nd hndling limittions. Clerly mrk units for re-ssembly nd coordinted instlltion. F. Coordintion: Coordinte work of this section with work of other sections which interfce with covered wlkwy system. (sidewlks, curbs, building fscis, etc.)..5 PERFORMANCE REQUIREMENTS: A. System Performnce: Provide luminum covered wlkwy system tht hs been designed, produced, fbricted nd instlled to withstnd norml temperture chnges s well s live loding, ded loding nd wind loding in complince with Stndrd Building Code requirements for geogrphic re in which work is locted. B. Sizes shown on drwings re to be considered minimum. C. Structure shll be cpble of sustining severe icing, hil, hurricne force winds nd supporting concentrted lod such s being wlked upon. PART PRODUCT.0 ACCEPTABLE MANUFACTURERS A. DITT-DECK Extruded Aluminum Wlkwy Cover System by Dittmer Architecturl Aluminum is specified s the stndrd qulity. ADG No Extruded Aluminum Wlkwy Coco Fire Sttion # Hedqurters Covers nd Cnopies Design Criteri My, 06 Addend #, June 0, 06

15 B. Equivlent systems by other mnufcturers will be pproved by ddendum provided the following re submitted ten (0) dys prior to bid opening nd re complete:. Submit evidence of hving operted successful business of mnufcturing nd instlling complete extruded luminum wlkwy cover systems.. Business must hve been in opertion under submitted nme nd ownership for minimum of ten (0) yers. b. Submit list of successfully completed projects of similr scope, size nd complexity within the stte of Florid. List shll include job nme, dte of completion, rchitect s firm nme, ddress nd phone number, owner s nme with representtive nd phone number. c. Submit complete shop drwings for bove completed jobs. d. Submit complete detils with structurl properties (moment of inerti, section modules, modules of elsticity, etc.) for ll proposed sections (bems, columns, decking nd other structurl members). e. Comply with the requirements pertining to substitution s set forth in Division One..0 MATERIALS A. All luminum extrusions shll be lloy 606 het treted to T-6 temper. B. Stndrd finish for ll components shll be stin nodize meeting Aluminum Assocition Specifiction AA-M-0C-A- minimum. C. Fsteners:.Deck Screws (rivets not permitted): Type 8-8 non-mgnetic stinless steel seled with neoprene O ring beneth 5/8 outside dimension, conicl wsher.. Fsci Rivets: Size /6 by ½ grip rnge luminum rivets with luminum mndrel.. Bolts: All bolts, nuts nd wshers to be 8-8 non-mgnetic stinless steel. 4. Tek Screws: not permitted. D. Wrrnty: ADG No Extruded Aluminum Wlkwy Coco Fire Sttion # Hedqurters Covers nd Cnopies Design Criteri My, 06 Addend #, June 0, 06

16 .Mnufcturer shll wrrnt the entire system ginst defects in lbor nd mterils for period of one () yer commencing on the dte of substntil completion s estblished in Division One of these specifictions.. Intention of this wrrnty is the mnufcturer will come onto the jobsite nd do ll necessry to effect corrections of ny deficiencies.. Prim Fcie Evidence of defects in lbor nd mteril my include but is not limited to, one or more of the following:. Moisture Leks b. Metl filure including excessive deflection c. Fstener filure d. Finish filure.0 FABRICATION A. Comply with indicted profiles, dimensionl requirements nd structurl requirements. B. Use sections true to detils with clen, stright shrply defined profiles nd smooth surfces of uniform color nd texture, free from defects impiring strength nd durbility. C. All welding to be done by heli-rc process. D. Bents shll consist of shop welded one piece units. When size of bents do not permit shipment s welded unit, conceled mechnicl joints my be used. E. Mechnicl joints shll consist of stinless steel bolts with minimum of two () bolts per fstening. Bolts nd nuts shll be instlled in conceled mnner utilizing ½ thick by ½ luminum bolt brs welded to structurl members. All such mechnicl joints must be detiled on shop drwings showing ll loctions. F. Roof Deck: Extruded luminum shpes, interlocking self-flshing sections. Shop fbricte to lengths nd pnel widths required for field ssembly. Depth of sections to comply with structurl requirements. Provide shop induced cmber in deck units with spns greter thn 6-0 to offset ded lod deflections. Internl dms re to be used t non-drining ends of deck. G. Expnsion joints, design structure for therml expnsion nd contrction. Provide expnsion joints s required. H. Exposed rivets used to fsten bottom of fsci to deck to hve finish to mtch fsci. I. Apply shop pplied dip-cot of cler crylic enmel to ech column end terminting in concrete to insulte from electrolytic rection. Column ends shll be pierced to key grout to bent for mximum uplift protection. ADG No Extruded Aluminum Wlkwy Coco Fire Sttion # Hedqurters Covers nd Cnopies Design Criteri My, 06 Addend #, June 0, 06

17 PART EXECUTION.0 DELIVERY, AND HANDLING: A. Deliver, store nd hndle covered wlkwy system components s recommended by mnufcturer. Hndle nd store in mnner to void deforming members nd to void excessive stresses. B..0 EXAMINATION A. Exmine djcent work for conditions tht would prevent qulity instlltion of system. B. Do not proceed until defects re corrected..0 CONCRETE FOOTINGS A. Concrete footings re not work of this section. Refer to Cst in Plce Concrete, Section B. Sleeves (styrofom blockouts) shll be furnished by wlkwy cover mnufcturer nd plced by generl contrctor..04 FIELD DIMENSIONS A. Generl contrctor shll field confirm bent loctions, dimensions nd elevtions shown on shop drwings prior to fbriction..05 INSTALLATION A. Erection: Set roof support frmes (bents) into pockets provided in top of footings; set to required elevtions, lign, plumb, nd level; nd grout in plce with,000 p.s.i. portlnd cement grout. Assure tht grout fills ll voids nd keys to columns. Fill downspout units with grout to bottom of dischrge level. Instll luminum deflectors fter grouting. Follow mnufcturer s instructions. Mtch to finish nd elevtion of djcent sidewlks. ADG No Extruded Aluminum Wlkwy Coco Fire Sttion # Hedqurters Covers nd Cnopies Design Criteri My, 06 Addend #, June 0, 06

18 B. Instll roof deck sections, ccessories nd relted flshing in ccordnce with mnufcturer s instructions. Provide roof slope for rin dringe without ponding wter. Align nd nchor roof deck units to structurl support frmes. C. Assemble ll components in net, workmnlike mnner..06 FLASHING A. Flshings: Flshing required between covered wlkwy system nd djoining structures re not work of this section. Refer to Flshing nd Sheet Metls, Section CLEANING AND PROTECTION A. Dmged Units: Replce roof deck pnels nd other components of the work which hve been dmged or hve deteriorted beyond successful minor repir. B. Clening: Remove protective coverings t time in project construction sequence which will fford gretest protection of work. Clen finished surfces s recommended by mnufcturer. Mintin in clen condition during construction. C. Protection: Advise Contrctor of protection nd surveillnce procedures, s required to ensure tht work of this section will be without dmge or deteriortion t time of substntil completion. END OF SECTION ADG No Extruded Aluminum Wlkwy Coco Fire Sttion # Hedqurters Covers nd Cnopies Design Criteri My, 06 Addend #, June 0, 06

19 SECTION SITE IRRIGATION SYSTEM PART - GENERAL. SUMMARY A. Section Includes. Underground, utomticlly controlled irrigtion system for ll sod, shrubs nd trees including vlves, electricl connections, PVC nd Polyethylene pipe, fittings controller nd ccessories. B. Relted Sections. Division Erthwork. Trenching, bckfill, nd compction for vlves nd pipe.. Division Utilities for Reclimed Wter wet tp nd supply line under Dixon Rd.. Division, Section 9 00 Plnts nd Sod, including Mintennce Service for Site Irrigtion System, nd Plnts nd Sod until finl cceptnce.. REFERENCES A. ASTM Interntionl (ASTM). ASTM D9 - Polyethylene (PE) Plstic Pipe (SIDR-PR) Bsed on Controlled Inside Dimeter.. ASTM D4 - Poly (Vinyl Chloride) (PVC) Pressure-Rted Pipe (SDR-Series).. ASTM D564 - Solvent Cement for poly (Vinyl Chloride) (PVC) Plstic Pipe nd Fittings. 4. ASTM D609 - Plstic Insert Fittings for Polyethylene (PE) Plstic Pipe. 5. ASTM D855 - Mking Solvent-Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe nd Fittings. B. Ntionl Fire Protection Agency (NFPA). NFPA 70 - Ntionl Electricl Code (NEC). C. Americn Society of Sfety Engineers. ASSE 0 Performnce Requirements for Reduced Pressure Principle Bckflow Preventers nd Reduced Pressure Fire Protection Principle Bckflow Preventers.. ASSE 05 Performnce Requirements for Double Check Bckflow Prevention Assemblies nd Double Check Fire Protection Bckflow Prevention Assemblies.. SUBMITTALS A. Submittl process: Submit in ccordnce Section Submittl Procedures. Submit required submittls within 0 dys fter contrct wrd. Submittls shll be vilble t ll times to the Lndscpe Architect nd City Construction Mnger. B. Qulity Assurnce Submittls: ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

20 . Irrigtion Contrctor Qulifictions: Provide minimum of references nd list of similr projects with owner's nmes, ddresses, nd telephone numbers. C. Closeout Submittls:. As-Built Drwings: Furnish two sets, noting exct loctions of elements nd chnges to Construction Drwings.. Opertion Mnul: Furnish two copies, bound in inch dimeter three ring binders, indexed nd tbbed for esy reference, nd lbeled on spine nd cover. Mnul shll include following:. Mterils submittls s specified herein. b. Operting Instructions including recommended opertion sequence, frequency, nd length of opertion cycle, s per reltionship to estimted bsorption rte, evportion rte, nd nticipted flow. c. Mintennce Instructions: Mnufcturers' product dt, instlltion, nd mintennce instructions d. Copies of completed wrrnty informtion. Contrctor to complete nd mil necessry wrrnty registrtion informtion to mnufcturer keeping copies for Owner.. Controller Chrt: Prepre color coded chrt reduced in size, to be mounted beside the controller cbinet, contining sme pln informtion s s-built drwings, nd lminted in plstic on both sides, with following specific informtion:. Note routing of min line, control wires, nd controller loction. b. Identify vlves s to re of coverge, sttion number shown on controller, nd type of irrigtion emitters for ech vlve. c. Delinete ech sttion's limits of coverge by color-coding, with ech sttion hving different color showing its zone with zone number designtion. d. Size, type, nd loction of reclimed wter meter. 4. Meetings nd Inspections Log Certifiction of Conformnce: Provide certificte of stisfctory performnce of irrigtion system instlltion signed by the Contrctor nd Lndscpe Architect or irrigtion designer for ttchment to Civil Engineering Consultnt (CEC) Conformnce Letter..4 QUALITY ASSURANCE A. Contrctor Qulifictions: Minimum of consecutive yers experience in similr projects nd hving instlled other jobs of similr size nd scope, which included drip irrigtion systems. B. Pre-Work Meeting nd Inspection: Convene pre-work meeting t the Project site prior to commencing subgrde preprtion for site pving to review conditions of opertions, procedures nd coordintion with relted work. Require ttendnce of prties directly ffecting work of this Section including but not limited to Contrctor, irrigtion contrctor, site work contrctor, Lndscpe Architect or irrigtion designer. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

21 . Tour, inspect, nd discuss conditions of Project site.. Review pproch nd schedule for the following items:. Wter source. b. Minline routing nd instlltion. c. Zone instlltion nd site preprtion. d. Mteril vilbility. e. Sleeve instlltion, instlltion of curb nd pving mrkings for sleeve loctions nd coordintion with site work contrctor. f. Required Inspections. C. Irrigtion Inspections: Conduct the following inspections during the course of the work in the presence of the Lndscpe Architect or Generl Contrctor to verify conformnce to specifiction requirements. Notify CEC for observtion of inspection by the Lndscpe Architect or irrigtion designer. Correct noted deficiencies during ech inspection prior to proceeding with subsequent work. After ech inspection complete Irrigtion Inspection Checklist included t the end of this Section signed by ll signitors listed thereon.. Pre-Instlltion Inspection nd Sttic Pressure Test: Perform sttic pressure test, completed instlltion of sleeves, sleeve mrkings of curbs nd pving, sttus of irrigtion schedule nd wter source, potentil conflicts between irrigtion instlltion nd other site utilities.. Minline Inspection: Inspect the instlled min line, electronic control vlves, wiring prior to bckfilling min line.. Substntil Completion Inspection: Inspect ll completed irrigtion work. Lndscpe Architect or irrigtion designer will develop punch list of deficient or incomplete items nd deliver to Contrctor within clendr dys of inspection dte. 4. Finl Inspection: Within 0 dys of project substntil completion dte nd subsequent to correction of punch list deficiencies, convene finl inspection of ll irrigtion work..5. Wrrnty Inspections: Convene wrrnty inspection 0 clendrs dys prior to expirtion of wrrnty period specified in Section D. If dditionl lndscpe rchitect site visits for observtion of inspection re required beyond those described herein, s determined by Owner, to determine correction to non-conforming or incomplete work, the Contrctor shll reimburse the Owner the sum of $000 for ech dditionl visit to cover expenses of the Lndscpe Architect nd/or City Construction Mnger. Additionl site observtions will be performed s required until ll devitions hve been corrected by the Contrctor nd closed by the CEC. E. Meeting nd Inspection Log: Mintin log of required meetings, inspections. Record the dte; time; wether conditions; nd brief summry of the discussions, decisions, ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

22 nd greements reched. Lndscpe Architect or Irrigtion Designer will review nd sign log t the conclusion of the meeting. Furnish copy of log to ech prty ttending..5 MEETING AND EVENT NOTIFICATIONS F. Provide the following notifictions to the Owner s Civil Engineering Consultnt (CEC) within the time period listed below. CEC will notify Owner, lndscpe rchitect nd other pertinent sub-consultnts:. Pre-Work Meeting: Minimum 4 clendr dys prior to meeting dte.. Pre-Instlltion Inspection nd Sttic Pressure Test: Minimum 7 clendr dys prior to inspection dte.. Minline Inspection nd Hydrosttic Test: Minimum 7 clendr dys prior to inspection dte. 4. Substntil Completion Inspection: Minimum 7 clendr dys prior to irrigtion substntil completion. 5. Finl Inspection: Minimum 7 clendr dys prior to irrigtion finl inspection dte. 6. Wrrnty Inspection: Minimum 4 clendr dys prior to inspection dte. G. Provide notifictions by emil or other written mens to show proof of delivery..6 PROJECT CONDITIONS A. Visit site nd become fmilir with nture nd loction of work, existing conditions, nd conditions tht will exist during instlltion..7 WARRANTY A. Gurntee Site Irrigtion System for period of months following the Substntil Completion Dte for ll work s follows:. Defects in mteril, equipment, nd workmnship.. Repir of dmge to premises resulting from leks or other defects in mteril, equipment, nd workmnship to stisfction of Owner. PART - PRODUCTS. MANUFACTURERS A. Acceptble mnufcturers include:. Hunter Industries, Inc. for flood bubblers, controller nd control vlves. Rin Bird Corportion Commercil Division for flood bubblers, controller nd control vlves. The Toro Compny - Irrigtion Division for dripline, flood bubblers, controller nd control vlves 4. Ametek Armor for Vlve Boxes 5. Red-White Vlve Corportion for gte vlves 6. Clow Vlve Co. for gte vlves 7. Toro, Rinbird, Hunter, Wtts Regultor Compny, Febco, or Wilkins for bckflow preventer. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

23 . PIPE A. Polyvinyl Chloride (PVC): Pipe over inch dimeter shll conform to ASTM D4, SDR, nd Clss 00. B. Polyvinyl Chloride (PVC): Pipe inch dimeter nd under shll conform to ASTM D4, SDR.5, nd Clss 5. C. Flexible Polyethylene (PE): Pipe shll conform to ASTM D9, SDR.5, PE, rted t 00 PSI, Ntionl Snittion Foundtion (NSF) pproved. D. Joints:. Pipe sizes inch or lrger shll hve bell nd socket joints. E. Pipe sizes lrger thn / inch shll hve snp connections with rubber gsket joints. Thrust blocking shll be required in ccordnce with Section 050. F. Pipe used for reclimed wter shll be pproprite color nd mrked s designted for such use. G. Fittings:. Polyvinyl Chloride (PVC) Fittings: Fittings shll conform to ASTM D4, Schedule 40, nd Molded.. Flexible Polyethylene (PE) Lterl Line Fittings: Fittings shll conform to ASTM D609, Type PVC insert fittings designed for used with this type of pipe. Pipe nd fittings shll be joined with stinless steel pinch clmps or worm ger clmps, including stinless steel screw. H. Risers bove finished grde shll be pntone purple in color nd re to receive cots of exterior semi-gloss enmel pint if color other thn pntone purple. I. All pipe including driplines re to be pntone purple in color. J. Connections between bubbler heds nd lterls shll be thick wll, flexible, polyethylene pipe, pntone purple in color, with fittings tht hve mle brbs on one end nd either mle or femle screw ends opposite. Glue fittings nd femle brb dpters re not llowed. K. Dripline shll be by Toro, DL000 Series. ACCESSORIES A. Sleeves: Sleeves for pipes pssing beneth pving shll conform to ASTM D4, Schedule 40. Minimum dimeter of inch or sizes lrger thn pipe scheduled to pss through them. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

24 B. PVC Solvent Cement: Cement shll conform to ASTM D RECLAIMED WATER PRODUCTS AND MATERIALS A. Irrigtion products used with reclimed wter shll be the pproprite color nd mrked s designted for such use. B. All bubblers re to hve pntone purple cps. C. Signge wrning tht wter is reclimed wter nd not suitble for consumption. D. Instll vlve boxes with covers tht re pntone purple in color. E. Reclimed Wter Meter shll be housed in concrete vlve box with cst iron cover pinted pntone purple in color..5 GATE VALVES A. inches or Smller: Provide full port brss bll vlves with 600 WOG rting s mnufctured by Clow Vlve Co. or Red-White Vlve Corp..6 QUICK COUPLER VALVES A. Provide one of following if required for supplementl hnd wtering:. Rin Bird model 44NP Vlve with model 44K Key.. Hunter model HQ-44LRC with model HK-44 Key.. Toro 470 Series Vlve nd Coupler Key. B. Provide ech quick coupling vlve hving /4 inch mle top pipe threds for hose connection..7 ELECTRIC CONTROL VALVES A. Provide one of the following:. Hunter ICV Series electric remote control vlve, size with pressure regultor. Rin Bird PEB Series electric remote control vlves nd Medium/Low Flow Control Zone Kit.. Toro 54 Series plstic vlves nd DZK Drip Zone Vlve Kit. B. Provide M DBY wtertight connectors..8 FLOOD BUBBLER HEADS A. Pressure Compensting Type. Acceptble Products:. Toro Flood Bubbler, Model FB00ADJPC, or pproved equl. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

25 .9 VALVE BOX A. Vlve boxes shll be mnufctured by Ametek - Armor, Plymouth Products Division, or equl by cceptble mnufcturer. B. No irrigtion vlve box shll be plced in pvement or mulched res.. Provide rectngulr hrd plstic vlve Box with 8-0 inch x -4 inch cover with cover lbeled with zone number.0 AUTOMATIC LOW POINT DRAIN VALVES A. Automtic drin vlves shll be Rin Bird Model Number 6A-FDV or equl by cceptble mnufcturers specified bove.. AUTOMATIC CONTROLLER A. Controller shll hve wetherproof, lockble stinless steel pedestl cbinet with internl trnsformer. Acceptble products include:. Hunter ACC Series. Rin Bird ESP-LX Series. Toro Custom Commnd Series. CONTROL WIRE A. Number 4-size minimum copper wire, U. L. pproved for underground direct buril.. Colored wire shll hve sme color-coding s shown on controller.. Provide single wire from controller to ech vlve.. Provide common neutrl from controller to ech vlve. 4. Provide minimum of two extr sets of wire, control nd neutrl, to furthest point of the min for future use.. Loop Systems: Provide two spre control wires in ech direction to hlfwy point of loop.. BACKFLOW PREVENTER A. Comply with requirements nd codes of locl governing uthority regrding bckflow prevention, if required. B. Provide the necessry mterils, insultion/drining cpbilities, nd insulted fiberglss enclosure, drk green in color. C. Bckflow preventers shll be mnufctured by one of the following mnufcturer s: Ames, Toro, Rinbird, Hunter, Wtts Regultor Compny, Febco, or Wilkins.. Reduced pressure bckflow preventers shll be ASSE #0 nd lbeled ccordingly.. Double check vlve ssembly bckflow preventers shll be ASSE # 05 nd lbeled ccordingly. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

26 . In bsence of locl codes or requirements, provide double check ssembly bckflow preventer instlled in strict ccordnce with mnufcturer's written instructions. 4. Pint bckflow preventer with one cot of primer nd cots of pntone purple outdoor enmel..4 RAINFALL SENSOR A. Rinfll Sensor: Provide one of the following sensors to cncel opertion of controller during substntil rinfll:. Hunter Mini-Clik II, or pproved equl.. Hunter wireless Rin-Clik model WRFC. Toro wireless rin sensor, model TWRFS..5 METER A. Meter nd meter box shll conform to requirements of locl utility compny. PART - EXECUTION. PREPARATION A. Pressure/Flow Test: Perform clcultions ccording to the Irrigtion Assocition s - Step Method. Provide written clcultions to the Owner s CEC including the following site informtion:. Sttic or residul pressure t the POC.. Clcultion of pressure for worst cse sprinkler hed.. Clcultion of GPM per zone. B. Prior to instlltion, receive pprovl from Generl Contrctor to proceed with construction. C. Contrctor shll field verify ll boveground nd underground utilities prior to strt of work.. EXCAVATION A. Trenching nd Bckfilling:. Trenching nd bckfilling shll conform to Section Excvte trench to proper depth s shown or specified.. Minimum trench width shll be / inches. 4. Over excvte trenches deeper thn required in soils contining rock or other hrd mteril tht might dmge pipe nd bckfill to proper depth with selected fine erth or snd. 5. Bckfill nd hnd tmp over excvtion prior to instlling piping. 6. Keep trenches free of obstructions nd debris tht would dmge pipe. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

27 7. Irrigtion piping shll not be instlled in sme trench s heting duct, electric ducts, storm nd snitry sewer lines, wter nd gs mins. B. Do not cut sidewlks, pved res, or curb nd gutter when trenching for piping unless otherwise noted on the Drwings.. Provide sleeves s specified in Prt bove under pving prior to instlltion of pving.. Directionl bore under existing pving without disturbing pvement. Dmged pvement shll be removed nd replced in ccordnce with Section or WATER METER A. Provide concrete wter meter box for reclimed wter irrigtion system. Meter nd meter box shll conform to requirements of locl utility compny..4 PIPING INSTALLATION A. Minimum cover from top of piping to finished grde shll be provided s follows:. Lwn nd plnting res:. Mins nd Control Vlves: 8 inches. b. Lterls: inches.. Pved or concrete vehiculr use res: 4 inches.. Instll dripline pipe so tht top of dripline pipe is t finish grde B. Clernces: Mintin inch minimum horizontl clernce between prllel PVC lines in sme trench, or verticl clernce between lines crossing t ngles. C. PVC nd PE/Dripline pipe:. Dripline Pipe nd PVC lterls in dripline zones shll be lid to drin to low point drins locted t lowest elevtions of ech zone. D. Threded Plstic Pipe Jointing:. Do not use solvent cement on threded joints.. Wrp joints with Teflon tpe or use virgin Teflon lubricnt. E. Bell nd Socket Plstic Pipe Jointing: Cement joints in ccordnce with ASTM D QUICK COUPLER AND AUTOMATIC LOW POINT DRAIN VALVES A. Provide quick coupler vlves to provide supplementl hnd wtering B. Top of quick coupler vlves shll be 6 inches to top of vlve box. Top of grvel lyer shll be inches below top of vlve. C. Provide utomtic low point drin vlves on ll dripline zones. Instll vlves t lowest point of ech zone with ech drin instlled bove inch deep re of corse wshed grvel. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

28 .6 SLEEVING A. Provide sleeves for both piping nd control wiring where either psses under pved surfces.. Depths of sleeves shll be sme s tht required for piping t ech loction or condition.. Extend sleeves inches beyond pving t ech end.. Instll permnent benchmrk t top of curbs for reference to sleeve loctions..7 VALVES A. Do not locte within pved surfces. B. Instll plumb to within /6 inch. C. Locte within vlve box with inch deep lyer of corse grvel beneth bottom of vlve. D. Mster Control Vlve:. Locte immeditely behind bckflow preventer.. Vlve shll be ctivted by mster vlve circuit on utomtic controller..8 SPRINKLERS A. Instll plumb to within /6 inch with top collr, not nozzle, flush with finish grde. B. Provide thick-wlled flexible polyethylene swing joint with ech flood bubbler. C. Heds djcent to pving nd curb: Locte 6 inches from edge of pving or bck of curb..9 ELECTRICAL CONNECTIONS AND CONTROL WIRE A. Conform to the Ntionl Electricl Code (NEC) nd locl electricl codes. B. Provide electricl connection to system s designted on the Drwings nd s specified herein. C. Wire Plcement:. Do not run control nd power supply wiring in sme conduit.. Provide continuous runs of wire between controller nd vlves. Splices shll be mde with one of following:. Wtertight below ground electricl junction boxes. b. Wter-tight connectors, such s utilized for vlves, nd locted within vlve box for ese of locting. c. The loction of electricl splices shll be shown on the As-Built drwings.. Bury control wire beside pipe in sme trench. Bundle nd tpe together t not more thn 0 ft intervls. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

29 D. Expnsion Coils: Construct by wrpping wire round / inch dimeter pipe to crete coil. A foot section of wire shll be used to crete inch coil.. Provide inch coils t ech wire splice, not including vlves, nd t ech chnge of wire direction.. Provide 4 inch coils where wires for ech vlve enters conduit for utomtic controller. A 6 foot section of wire shll be used to crete 4 inch coil.0 BACKFILLING A. Snd or fine-grined soils shll be used for initil bckfill to sufficient depth to prevent dmge to pipe from rocks or other debris during compction of subsequent bckfill. B. Fill trench to within inches of finish grde with excvted soil nd compct in ccordnce with Section C. Fill top inches with plnting soil mix in plnting or turf res nd wheel roll until compction of bckfill is sme s surrounding soil. D. Grde bckfilled trench to meet surrounding finish grdes.. BACKFLOW PREVENTOR A. Comply with locl codes for instlltion of bckflow preventer. In bsence of locl codes, instll in ccordnce with mnufcturer's written instructions.. AUTOMATIC CONTROLLER A. Loction nd instlltion shll be s shown on the Drwings. B. Provide rigid conduits for both power supply nd controller wiring where under building slb.. Control wire conduit shll extend to 8 inches below grde.. Pull spre wires for future vlves nd extend to re outside pved surfces. C. Provide electricl grounding for controller in ccordnce with mnufcturer's written instructions.. RAINFALL SENSOR A. Sensor to be mounted on eve or roof of structure nd per mnufcturer s written recommendtions..4 FLOW METER A. Loction nd instlltion shll be downline of ny bckflow preventer nd upline of the mster control vlve nd per mnufcturer s written recommendtions. ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

30 .5 FIELD QUALITY CONTROL A. Inspection nd Adjustments: Following instlltion nd prior to Substntil Completion Inspection, mke finl djustments to site irrigtion including but not limited to the following:. Flush system completely, with nozzles nd screens removed nd drip lines ends open to extrct debris.. Verify sprinkler opertion nd lignment for direction of flow. Correct s necessry.. Ensure uniform distribution exists. 4. Ensure proper irrigtion is in opertion fter plnting nd sod instlltion. B. Min Line Inspection nd Hydrosttic Tests:. Owner s CTL Inspector will observe testing.. Center lod Piping with smll mount of bckfill to prevent rching or slipping under pressure.. Instll risers nd cps on minline nd sub-min lines. Apply continuous nd sttic wter pressure of 75 psi for minimum of hours when welded plstic joints hve cured t lest hours. 4. Allowble Lekge:. Utilize the following formul to clculte the llowble lekge for O-ring gsket pipe. ) L=SD(P) 5 ) In which: L=Allowble lekge in gllons per hour ) S=Length of pipe tested in feet 4) D=Pipe dimeter in inches 5) P=Averge test pressure in PSI guge b. No llowble lekge shll be cceptble with solvent bsed minline system. 5. Repir leks nd retest. C. Demonstrtion: Following finl djustment, operte entire instlltion to demonstrte complete nd successful opertion of equipment. END OF SECTION ADG No Site Irrigtion System Coco Fire Sttion # Hedqurters Design Criteri My, 06 Addend #, June 0, 06

31 SECTION 9 00 PLANTS AND TURF PART GENERAL Applicble provisions of Division Zero nd Division One govern work under this section.. SUMMARY OF WORK A. Contrctor is to furnish ll lbor, mterils, equipment nd incidentls required to prepre site nd mend soil; to instll finish grde; to instll trees, plms, shrubs, groundcover plnts nd sod; to plce ccessory mterils; nd to gurntee ll lbor nd plnts, s shown on the Drwings or s specified herein. B. All work shll be in strict ccordnce with sound nursery prctices nd shll include ll mintennce nd wtering of ll new plnts until written Finl Acceptnce of the Project by the Owner. C. Contrctor is to import lndscpe soils nd be responsible for specified tretment of soils in plnting res. D. Contrctor is to provide ll finish grde work, s required to crete smooth finish grde nd smooth trnsitions between new finish grde nd existing grdes to remin. Contrctor is to provide ll lbor nd mterils for soil mendment, plnt bed preprtion, pulveriztion of existing compcted soil, ddition of lndscpe soil, soil mixing nd finish grding of plnt bed nd sod res. E. Full irrigtion coverge is to be provided for ll new plnt bed nd St. Augustine sod res. All plnts nd sod re to be sturted by hnd wtering methods in ddition to the utomtic irrigtion system. Contrctor shll be responsible for providing wter, lbor nd miscellneous mterils. F. Contrctor is to provide 90-dy wrrnty for sod nd -month wrrnty for ll plnts, fter Finl Acceptnce.. SUBMITTALS ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

32 A. At lest 5 dys before beginning work on the contrct, Contrctor shll submit the following required submittls to the Lndscpe Architect or Owner s Representtive for pprovl:. Tree stking nd guying system, including mnufcturers' technicl specifictions. Fertilizers, including supplier nd mnufcturers' technicl specifictions nd nlysis for ech type of fertilizer. Mulch, including supplier nd composition 4. Plnts, including suppliers of ll plnt mterils. B. Itemized construction schedule. C. Submit evidence, such s project list, providing evidence tht the Contrctor or his subcontrctor hs been in business under the sme nme in the sme county for the lst yers nd regulrly engged full time in the instlltion of work described herein nd on the Drwings. D. Provide copy of lndscpe contrctor occuptionl license. E. No work under this section shll begin until Submittls hve been received nd pproved in writing by the Lndscpe Architect or the Owner s Representtive.. JOB CONDITIONS A. All plnting shll be performed by personnel fmilir with these procedures nd under the supervision of qulified foremn. The foremn shll be thoroughly fmilir with these Specifictions herein. B. Prior to the preprtion of plnting res nd plnt pits, locte ll electricl cbles, gs lines, irrigtion lines, other conduits nd utility lines, tnks nd supply lines so tht proper precutions my be tken not to disturb or dmge ny subsurfce improvements. Properly mintin nd protect existing utilities nd equipment. C. Comply with pplicble federl, stte nd locl governmentl regultions governing lndscpe mterils nd work. D. The Contrctor shll tke ll necessry precutions to void dmge to the existing utilities, structures, equipment, pved res trees nd other vegettion to remin while instlling plnts. The ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

33 Contrctor shll be responsible for ny dmge to the property or injury to person cused by his opertions. Contrctor is to coordinte grde work nd excvtion for plntings to protect existing utilities. Contrctor is to locte ll existing utilities before work begins. The existence nd loction of underground utilities if shown on the drwings re not gurnteed nd shll be verified in the field before strting work. Excvtion in the vicinity of existing structures nd utilities shll be crefully done. Any dmge to existing utilities during performnce of the work is the Contrctor's responsibility. E. The Contrctor is to protect his work until Finl Acceptnce..4 QUALITY CONTROL A. Plnt Nomenclture: Plnt nmes shll conform to the nmes given in "Hortus Third," 976 edition, prepred by the L.H. Biley Hortorium, Cornell University, or by the Bureu of Plnt Industry, Stte of Florid. B. Plnt mterils re to hve the qulity of Florid No. or better s outlined under "Grdes nd Stndrds for Nursery Plnts. All field grown or continer stock shll meet or exceed specifictions s outlined in "Grdes nd Stndrds for Nursery Plnts":. Stndrds pertining to the size of the root bll shll be strictly followed.. Trees shll be hevily brnched nd hevily folited, unless the species is in norml dormncy period.. The cliper of brodlef tree trunks is to be tken six inches bove the root bll for ll trees 4 cliper or less. The cliper of brodlef tree trunks is to be tken twelve inches bove the root bll for ll trees more thn 4 cliper but less thn 8 cliper. C. Plnts shll hve hbit of growth tht is norml for the species nd shll be sound, helthy, vigorous nd free from insects, pests, plnt diseses, desicction, defolition, diebck, brk dmges or other injuries. D. The Lndscpe Architect or Owner s Representtive shll hve the right, t ny stge of the opertions, to reject ny nd ll work nd ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

34 mterils tht do not meet with the requirements of the specifictions. E. All shipments or orders of plnt mteril shll hve been properly inspected t the nursery by uthorized stte uthorities. All plnts, except pproved collected species, shll hve been grown in nursery with ctive certifiction by the Stte of Florid. The Lndscpe Architect or Owner s Representtive my request the nme, loction nd copy of the supplier's ctive certifiction. F. The minimum cceptble size of ll plnts, mesured fter pruning, with brnches in norml positions, shll conform to the mesurements s shown on lndscpe drwings. Contrctor my supply plnts lrger thn specified, in which cse mesurements shll be proportiontely lrger throughout. The use of lrger plnts will mke no chnge in the contrct price. G. Substntil devitions from these specifictions provided herein or on the Drwings must be pproved in writing by the Lndscpe Architect or Owner s Representtive. H. Crews shll be controlled nd directed by foremn who is thoroughly fmilir with these specifictions nd the contrct blueprints, with the type of mterils being instlled nd the mnufcturer's recommended methods of instlltion, nd who is well versed in reding blueprints. I. Minor design modifictions shll be mde to the plnting scheme s necessry to meet field conditions. When conflicts rise with sbuilt conditions nd the plnting scheme s shown on the Drwings, the Contrctor shll revise the plnting scheme s pproved by the Lndscpe Architect or Owner s Representtive. J. Substitutions for specified mterils will be permitted only upon written uthoriztion of the Lndscpe Architect or Owner s Representtive. K. Prepre work for interim inspections nd finl inspection by the Lndscpe Architect or Owner s Representtive..5 SHIPMENTS, DELIVERY AND A. Contrctor shll notify the Lndscpe Architect or Owner s Representtive 48 hours in dvnce of the dte ny plnt mteril will be delivered. All stock shll be mde vilble for inspection before plnting. ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

35 B. Plnt mterils shll be protected from wether, dequtely pcked to prevent brekge nd drying out during trnsit. C. Lndscpe Architect or Owner s Representtive my upon written request to the Contrctor inspect plnt mterils t the nursery or growing site. D. Legible tgs will be ttched to t lest one plnt of ech species in ech delivery. E. Plnts tht do not meet specifictions for qulity herein stted or plnts tht show improper hndling or rrive on site in n unstisfctory condition will be rejected. Rejected plnts shll immeditely be removed from the site nd pproved nursery stock of like vriety, size nd ge shll be provided without dditionl cost to the Owner. F. Finl cceptnce of plnt mteril will be given only fter ll mteril is plnted nd fter meeting requirements prescribed herein nd on the Drwings. PART - PRODUCTS. FERTILIZERS A. Fertilizer shll be kept dry t ll times until immeditely before plnting. Fertilizer shll be fresh, with purchse dte within 0 dys of the instlltion of plnts. B. Trees, shrubs nd groundcover plnts: 6 month slow-relese pellets, 8-6- formul or pproved equl. C. Sod: 6 month slow-relese, -- rtio formul plus micronutrients, contining min.% iron. D. Fertilizers shll be cid forming in rection. A minimum of 50% of the nitrogen shll be derived from sulfur-coted ure.. MISCELLANIOUS MATERIALS A. Mulch: Red-dyed hrdwood/softwood chips, certified nemtode free. B. Sulfur: griculturl grde, wettble sulfur. C. Lime: griculturl grde dolomitic lime. ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

36 D. Tree Stking: Tringulted, rubber or fbric guys with djustble length, pinned into grde with 6 long J-shped steel stkes. Guys nd stkes re to be Anchor Guy or pproved equl, sized s required for trees to be stked. E. Plm Stking: Tringulted, dimeter x 8 length cypress stkes, niled to tree stking btten tht is secured with freight-bnding round trunk. Stkes re to nchored with x 4 x 0 pressure treted buttresses.. PLANT MATERIAL A. Words "Plnt Mterils" or "Plnts" refer to nd include plms, trees, shrubs, groundcover, sod, seed or herbceous species. B. Plnt species shll conform to those indicted on the Drwings nd in the Relted Documents specified herein. C. All shrubs, trees, plms nd groundcover plnts re to be continer grown except s indicted on the Plnt List on the Drwings. All plnts re to be inspected upon delivery of the plnts to the site by the Lndscpe Architect or Owner s Representtive. D. Plnts will not be ccepted when the bll of erth surrounding its roots hs been crcked or broken. E. Continer grown plnts re to hve sufficient roots to hold the entire continer of soil together nd intct fter removl from continers without being root bound. Root bound continer plnts will not be ccepted. All continer grown plnts nd plms re to meet the grding requirements set forth in "Grdes nd Stndrds for Nursery Plnts". F. All shrubs nd groundcover plnts re to be fully brnched nd hve minimum brches or stems t height bove the root bll. G. Plnt mterils shll be symmetricl nd typicl for the vriety nd species. They shll conform to mesurements specified in the Plnt List. Trees shll be mtched specimens. Plnts shll not be pruned prior to delivery nd plnting except s pproved by the Lndscpe Architect or Owner s Representtive. H. All plnts shll be inspected for vriety, size nd qulity, color nd ll other requirements. If the Contrctor wishes the Lndscpe Architect or Owner s Representtive to inspect specified stock where growing in nurseries, the Lndscpe Architect will do so but ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

37 the Contrctor shll py resonble trvel nd other expenses incurred. I. All turfgrss res re to be fully sodded:. Sod shll be Bhi, grown on orgnic soil no more thn 00 miles from the project site nd in helthy nd vigorous growing condition t plnting. Sod shll hve minimum of -/ " of moist soil firmly ttched to the root zone. Keep sod shded, moist nd cool until plnted.. Sod pds shll hve fully developed root system so tht ech pd remins intct when being held by its corner..4 QUANTITIES A. Contrctor is responsible for quntity tke-off clcultions. B. Plns shll previl over quntities provided on the plnt list. PART - EXECUTION. GENERAL A. Contrctor shll personlly exmine site res nd become fully cquinted with ll the existing conditions so tht no misunderstnding my rise fterwrds s to the chrcter or s to the extent of the work to be done nd lso to become dvised nd cquinted with ll precutions to be tken in order to void injury to persons or property. B. Contrctor is to coordinte excvtion for plntings so tht existing utilities re protected. Contrctor must identify ll existing utilities before excvtion begins. Excvtion in the vicinity of existing structures nd utilities shll be done with hnd tools. C. Plnts shll be protected from sun nd wind upon rrivl t the site Plnts re to be thoroughly wtered nd properly mintined until plnted. D. If overhed or underground obstructions which interfere with plntings or their future growth re encountered, lternte loctions will be pproved by the Lndscpe Architect or Owner s Representtive. ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

38 E. If underground obstructions will interfere with finish grde or plnting work, mke chnges s pproved by the Lndscpe Architect or Owner s Representtive. All rocks or objects less thn 4 dimeter tht re discovered during erthwork re to be removed t no dditionl cost to Owner. F. Protect existing plnts nd turf to remin. G. Contrctor is to coordinte soil mendment work nd excvtions for plnting work with the Underground Irrigtion System work.. SOIL PREPARATION, EXCAVATION AND FINISH GRADING A. Remove ll existing grsses, weeds nd herbceous cover in plnt bed nd sod res. B. Cultivte nd loosen ny compcted soil in ll plnt bed or sod res by tilling soil to depth. C. Test ph of soil provided for lndscpe res fter rough grde nd submit results to the Lndscpe Architect or Owner s Representtive. Amend snd with sulfur or lime to chieve ph of Mix sulfur or lime into soil to depth. D. Remove nd dispose of mteril encountered during excvtion nd finish grde work, including pieces of pvement nd ll obstructions visible on ground surfce. All plnting res shll be clened of ll debris, rocks, soil clumps, concrete, sphlt, trsh nd other extrneous mterils. E. Brricde excvtions left open overnight nd provide wrning lights. Provide brcing nd shoring, s required, in excvtions to mintin sides nd to protect djcent structures from settlement. Mintin until excvtions re bckfilled. Bckfill excvtions s promptly s work permits. F. Work shll be performed so tht the re of the site nd the re immeditely surrounding the site ffecting opertions t the site will be continully nd effectively drined. Wter shll not be permitted to ccumulte on the surfce in the plnt bed or sod res. G. Finish grde ll res to crete positive dringe nd smooth grde, s indicted on drwings. H. All sod butting concrete curb or other pved surfces shll be instlled with the top of the root zone /4" to -/4" below the edge of the butting curb or pved surfce. ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

39 . TREE, PALM, SHRUB AND GROUNDCOVER INSTALLATION A. Before ny excvtion for plnting holes, the loctions of utility lines nd of the trees shll be stked for inspection by the lndscpe Architect or owner s Representtive. If significnt conflicts rise, new loctions re to be pproved by the Lndscpe Architect or Owner s Representtive.. Do not plnt lrge trees or plms within of ny eril wire (projected onto grde) without pprovl of the Lndscpe Architect or Owner s Representtive.. Do not plnt trees or plms within 6 of ny trnsformer, mnhole or other t-grde structure or utility equipment without pprovl of the Lndscpe Architect or Owner s Representtive.. Do not plnt shrubs within 6" of ny trnsformer, mnhole or other t-grde structure or utility equipment without pprovl of the Lndscpe Architect or Owner s Representtive. 4. Do not groundcovers within 4" of ny trnsformer, mnhole or other t-grde structure or utility equipment without pprovl of the Lndscpe Architect or Owner s Representtive. 5. Do not instll ny plnts within 6 of fire hydrnt. B. All plnt pits shll be excvted with verticl sides. Dimeter of pits for ll plnts shll be s shown on the detils or twice the dimeter of the root bll. Test ll tree pits with wter before plnting to ssure proper dringe percoltion is vilble. No llownce will be mde for lost plnts due to improper dringe unless the Lndscpe Architect or Owner s Representtive is notified in writing nd provided the opportunity to evlute the unstisfctory conditions. Contrctor shll mke dringe improvements s pproved by Owner for pproved dditionl costs. C. All continers shll be crefully removed from the plnts so tht soil does not brek wy from the root bll. They shll be set in the plnt pits with the plnting soil mixture crefully wshed round nd under the bse to fill the voids. D. All plnts shll be bckfilled with mixture of ntive snd or, if ntive snd is not vilble, prt pproved Plnting Soil nd prts pproved Snd fill. ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

40 E. Lightly compct soil directly under rootblls to prevent settling of plnts. Bring grde of bottom of hole high enough to mke the existing rootbll bove surrounding bckfill. After plcing the plnt in the pit, the plnting soil shll be wtered nd firmly tmped to insure bckfill mixture in nd bout ll the roots. F. After filling hlfwy on the root bll, ny burlp shll be loosened nd lid bck off the top of the bll, or if too bulky, cut wy nd removed. G. After plnts re prtilly bckfilled, the specified fertilizer shll be pplied. For trees, plms, shrubs nd groundcover plnts, slowrelese pellets, shll be instlled t -4 depth - wy from root bll. Apply fertilizer t the mximum rtes recommended by the mnufcturer H. Trees nd shrubs shll be set plumb nd held in position until the plnt mixture hs been flushed into plce with slow full hose strem. I. Stke ll trees nd plms over 8 height nd secure them in n upright position t plnting time. Stke nd gut trees nd stke plms s detiled on the Drwings. Instll tree nd plm stking in tringulted pttern unless otherwise pproved. J. All trees or plms tht len or fll fter plnting nd before the end of the wrrnty period re to be re-plnted by the Contrctor. Crefully restrighten ll plnts which len or fll nd re-instll guy wires nd stkes in tringulted pttern, nd in ccordnce the detils on the Drwings nd with sound horticulturl prctice. K. All plnts shll be thoroughly wtered until sturtion with hose t time of plnting nd minimum twice dditionl before Finl Acceptnce by the Owner. L. All new plnt beds re to hve " lyer of mulch evenly spred in ll bed res fter plnting nd fertiliztion is completed. Mulch shll be plced between nd round ll newly plnted trees nd shrubs within erthen sucers creted to hold wter. For individul trees, the mulch shll be spred to cover the wtering sucer re. When in plce, the mulch is to be wtered thoroughly. Plnt beds shll be mulched with lyer, covering the entire surfce of ech plnting bed. Mulching will be ccomplished only fter the plnting beds re weed free nd finish grde hs been instlled. Pull bck mulch wy from tree trunks nd shrub stems. M. Pruning shll be done fter plnting nd with due regrd to the nturl form nd growth chrcteristics of ech species. Method ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

41 nd mount of pruning shll be determined by the Lndscpe Architect or Owner s Representtive. N. During the course of plnting, excess wste mterils shll be removed dily. All resonble precutions shll be tken to void dmge to ll structures nd plnts. When plnting in n re tht hs been completed, the re shll be thoroughly clened of ll wste mterils..4 TURFGRASS OPERATIONS A. Do not instll sod until utomtic irrigtion system is fully opertionl. B. Finish grde sod res by rking less thn 4 hours before sod instlltion. Finish grde to meet butting grdes tht re to remin with smooth trnsition. C. Fit sod together tightly to form uniform net blnket. All sod is to be lid tight with no gps wider thn ½ between pieces. D. Contrctor is to repir ll turf res wider thn with new sod. All smller dmged turf res nd irrigtion trenches in existing turf res re to be topdressed with clen yellow snd to recrete smooth finish grde. E. Pin sod into plce on retention re sideslopes tht re steeper thn : slope. F. Thoroughly wter sod within 6 hours fter instlltion. Keep the sod in moist condition s required for estblishment until Finl Acceptnce. G. Apply fertilizer with -- rtio formul uniformly over ll sodded res 0 dys fter instlltion. H. Sodded res shll hve fertilizer evenly pplied to ll res t the rte of lb. of ctul nitrogen, lb. of ctul phosphorous nd lb. of ctul potsh per 000 squre feet. I. Thoroughly wter sod immeditely before fertiliztion. J. All sodded res re to be topdressed with pproved snd to eliminte low or high res nd excessive gps between pieces. Excessively low or high spots shll be lifted, regrde nd tightly relid, s directed by the Lndscpe Architect or Owner s Representtive..5 MAINTENANCE ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

42 A. Plnt mteril mintennce shll begin when plnting opertions strt nd shll extend until written Finl Acceptnce of the Project by Owner is obtined. Mintin ll plnt mterils under this contrct to the stisfction of the Lndscpe Architect or Owner s Representtive. B. Plnt mintennce shll include hnd wtering s required by wether conditions, pruning, weeding, cultivting, mulching, tightening nd repiring of guys, replcement of sick or ded plnts, resetting plnts, resetting plnts to proper grdes or upright position nd restortion of the plnting sucer nd ll other cre needed for the proper growth of the plnts. C. If plnting is done fter sod instlltion, proper protection of sod res shll be provided. Any dmge resulting from construction until Finl Acceptnce is to be repired promptly. D. Dmge to finish grde resulting from erosion, gullies, wshouts or other construction shll be repired by filling with clen snd, tmping, refertilizing, replnting nd slope stbilizing by the Contrctor. Contrctor is to repir dmge to existing finish grdes nd existing vegettive cover tht is to remin if dmged by construction. Contrctor is to dd clen snd to crete smooth finish grde in res dmged. Contrctor is to repir ll turf res wider thn 6 with new sod. All irrigtion trenches in existing turf res re to be topdressed with clen snd to crete smooth finish grde. E. All debris generted by the construction will be huled off the property dily nd disposed of t site selected by the Contrctor. Disposl shll be in ccordnce with federl, stte, county, nd city ordinnces nd t the expense of the Contrctor. F. Re-strighten nd stke ll trees or plms tht len or fll within the wrrnty period..6 INSPECTIONS A. The work is to be inspected nd pproved by the Lndscpe Architect or Owner s Representtive. Contrctor is to prepre work nd notify the Lndscpe Architect or Owner s Representtive for interim inspections s requested the Lndscpe Architect or Owner s Representtive. ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

43 . Deliveries of plnting soil nd plnt mterils re to be inspected before instlltion.. Finish grde work is to be inspected before instlltion of sod. B. Upon substntil completion of ll lndscpe work, n inspection for cceptnce of work will be held. Notify the Lndscpe Architect or Owner s Representtive four (4) dys prior to the nticipted inspection dte. The Owner s Representtive will decide if work is redy for inspection nd will estblish the time nd dte of inspection nd notify ll concerned prties to be present. C. At the time of the inspection, ny inconsistencies to the specifictions shll be noted by the Lndscpe Architect or Owner s Representtive nd written copy of corrections (punchlist) shll be given the Contrctor within three working () dys. Corrections shll be completed within 0 working dys of receipt of punchlist. Additionl items my be dded to the punchlist until Finl Acceptnce is given to the Contrctor by the Owner..7 WARRANTY AND REPLACEMENT A. All work shll be gurnteed for period of one yer fter the dte of Finl Acceptnce by the Owner. All sod is to be gurnteed for 90 dys nd ll continer plnt mteril is to be gurnteed for months fter Finl Acceptnce. All sod nd plnts shll be live nd in stisfctory growth t the end of the gurntee period. The gurntee period shll pply to ll replcement plnts from the time of their replcement. B. The Contrctor shll notify the Owner, in writing, 0 dys prior to expirtion of wrrnty periods nd sid wrrnty period shll be continued until such written notifiction is received. C. Before the expirtion of the gurntee period, inspection will be mde by the Owner. All plnts tht re ded or not in stisfctory growth shll be removed from the site nd shll be immeditely replced. Contrctor will be notified of such conditions. If ny plnts die or degrde to less thn Florid # qulity, those plnts re to be replced within 0 dys. D. All replcements shll be plnts of the sme kind nd size s specified in the Plnt List, unless substitute species re otherwise pproved or requested by the Owner. Replcement plnts of equl ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

44 vlue shll be furnished nd plnted s specified with no dditionl cost to the Owner. E. A month gurntee shll pply to ll replcement plnts from time of replcement. END OF SECTION 0900 ADG No Plnts nd Turf Coco Fire Sttion # Design Development My, 06 Addend #, June 0, 06

45 rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AACOO97 COCOA FIRE STATION # HEADQUARTERS scle: drwn: checked: pproved: dte: project number: Referenced Sheet: Referenced Detil: L-04 N/A In response to: ADDENDUM 00 ASI / SK Number: L-04A

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48 GENERAL PLAN NOTES. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. ALL PLAN DIMENSIONS SHOWN ARE TO TOP AND RIGHT FACE OF FRAMING, BLOCK, & COLUMN CENTERLINES.. PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED FOR ALL WALL CABINETS, WALL HUNG SINKS, SHELVING STANDARDS, COUNTERTOPS, TOILET ACCESSORIES, SUPPORTS, AND EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS.. ALL PARTITION DRYWALL JOINTS S BE MUDDED, TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. LEVEL 4 FINISH. ALL EXTERIOR DRYWALL CORNERS S HAVE SCREWED METAL CORNER BEADS. 4. PROVIDE CAULKING AT INTERSECTION OF ALL DISSIMILAR MATERIALS. 5. ALL WALLS S BE TYP E P- UNO. REFER TO PLANS AND WALL TYPE LEGEND 6. GC S PROVIDE NON COMBUSTIBLE BLOCKING AND POWER/JUNCTION BOX AT ALL WALL-MOUNTED TVS. COORDINATE FINAL LOCATIONS WITH FURNITURE & EQUIPMENT DRAWINGS, TECHNOLOGY DWGS, AND OWNER. WALL TYPE P P : NO FIRE RATING PA : HR FIRE RATING UL - U494 TERMINATE AT BOTTOM OF DECK ABOVE. CAULK TO PROVIDE AIR TIGHT ASSEMBLY CEILING SYSTEM AS PER REFLECTED CEILING PLAN BATT INSULATION 5/8" METAL STUDS U.N.O. P: 5/8" GYPSUM WALLBOARD PA: 5/8" TYPE "X" GYPSUM WALLBOARD. UL -U494 STAGGER LIGHT SWITCHES, OUTLETS, J BOXES, ETC. CAULK TO PROVIDE AIR TIGHT ASSEMBLY BASE PER FINISH SCHEDULE, ID-6.0 FLOOR FINISH PER FINISH SCHEDULE, ID-6.0 ' - 0" WALL TYPE P P : NO FIRE RATING TERMINATE AT BOTTOM OF DECK ABOVE. CAULK TO PROVIDE AIR TIGHT ASSEMBLY CEILING SYSTEM AS PER REFLECTED CEILING PLAN BATT INSULATION 5/8" METAL STUDS 5/8" GYPSUM WALLBOARD (MOISTURE RESISTANT GYP. BOARD ON WET SIDE) STAGGER LIGHT SWITCHES, OUTLETS, J BOXES, ETC. CAULK TO PROVIDE AIR TIGHT ASSEMBLY BASE PER FINISH SCHEDULE, ID-6.0 FLOOR FINISH PER FINISH SCHEDULE, ID-6.0 WALL TYPE P P : NO FIRE RATING TERMINATE AT BOTTOM OF DECK ABOVE. CAULK TO PROVIDE AIR TIGHT ASSEMBLY CEILING SYSTEM AS PER REFLECTED CEILING PLAN BATT INSULATION 6" METAL STUDS 5/8" GYPSUM WALLBOARD (5/8" MOISTURE RESISTANT GYPSUM BOARD ON WET SIDE) STAGGER LIGHT SWITCHES, OUTLETS, J BOXES, ETC. CAULK TO PROVIDE AIR TIGHT ASSEMBLY BASE PER FINISH SCHEDULE, ID-6.0 FLOOR FINISH PER FINISH SCHEDULE, ID-6.0 WALL TYPE P4 P : NO FIRE RATING TERMINATE AT 7'-0" A.F.F. CORNER BEAD BATT INSULATION 5/8" METAL STUDS U.N.O. 5/8" GYPSUM WALLBOARD ON OUTSIDE OF STUD STAGGER LIGHT SWITCHES, OUTLETS, J BOXES, ETC. CAULK TO PROVIDE AIR TIGHT ASSEMBLY BASE, PER FINISH SCHEDULE SHEET ID-6.0 FLOOR FINISH PER FINISH SCHEDULE, ID-6.0 WALL TYPE P5 P5 : NO FIRE RATING P5A : HOUR FIRE RATING UL - U906 TERMINATE CMU WALL AT BOTTOM OF SLAB OR DECK ABOVE " REINFORCED C.M.U. WALL EXTENDED FROM FLOOR TO DECK ABOVE SEE FINISH SCHEDULE REINFORCED CONCRETE GROUT FILLED (SEE STRUCTURAL) FLOOR FINISH PER FINISH SCHEDULE rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 A A-.0 B C D E F G H J 09' - 8" A-.0 6 A-4.0 4" ' - 0" 5' - 6" ' - 5" ' - 7" 9' - 0" ' - 8" 6 ' - 4" 6' - 6" 46' - /4" ' - 4" ' - /4" 0' - 8" ' - 0" ' - 8" 4' - 8" 5' - 4" A-4.0 0' - 0" 69' - 5" ' - " ' - 4" ' - 0" 4' - 0" ' - 0" 4' - 0" ' - 0" 4' - 0" ' - 0" 4' - 0" 4' - 8" A ' - 8" 8' - 4" 8' - " ' - " 4' - 0" ' - 0" 4' - 0" 4' - 8" 4' - 0" ' - 0" 4' - 0" 9' - 4" 5' - 8" ' - 4" 6' - 8" 5 A-4.0 W4 W4 W4 W4 W 0 LOBBY A A-5.7 W5 ' - 5" FACP A-4.0 ' - /4" IW5 IW4 IW6 COMMUNITY MEETING 0 A/V CL 0A 0 PUBLIC RR ADMIN SEC 04 0 ALCOVE B P IW 0 DOWNSPOUT TYP 0A 6 5' - /4" 5 COPY/PRINT 05 5' - 5" ' - 5" 8' - 4" 5' - " 7' - 6" 5' - " 9' - 0 /4" ' - 8" 0' - 0" ' - 6" 5' - 5" LOGISTICS/EQMT SUPPLY 6 RESTROOM ADMIN BREAK CL 06A 4 FIRE CHIEF OFFICE 06 HVAC 7 07A 7 RESTROOM PA PA ELEC 9 PA TELE 8 FIRE INSPECTOR A ADMIN CONFERENCE PA 4 CENTRAL FILE OFFICE SUPPLY JANITOR 8 A-4.0 P 8' - 6 /4" ' - 0" 8' - 6" 06 4 A-4.0 IW P 0 IW IW 4 49 PHYS AGILITY 40 PLANS REVIEW/ A B W9 IW LAUNDRY COMMAND ' - 9" 8' - 0 /4" 0' - 5 /" 7' - 0" 7' - " 06A 8A IW ' - " DEP CHIEF OFFICE A KITCHEN P P P 4 4 D CHIEF 44 EMS SUPPLY 46 PA DIST. CHIEF OFFICE FLEX OFFICE DINING LT OFFICE DAYROOM 48 RR/SHR 6 RR/SHR P 5 WATCH OFFICE 9' - 6 /" 0' - 5 /" 5' - 7" 5' - 9" ' - 7" 8' - 8" 0' - " 0' - 5" 0' - " 0' - 0 /" PA PA PA A 56 A-4.0 PA PA ' - " 9' - 9" 9' - 5" 9' - 5" 9' - 0" 0' - 9" PA PA CL 08A PA PA PA 57A PA P4 P4 IW 0 09 IW PA PA 09' - 4" W A B APPARATUS BAY 50 PAINTED BOLLARD, 50C TYP. 50D 50E 50J 50H 50F W W0 W0 W0 W0 W0 W0 W0 W0 W0 W0 W0 50G W0 - KNOX ' - 0" EQ EQ PAINTED LOCK --- BOLLARD, TYP. A-4.0 TYP TYP 8 BOX A-4.0 6" 9' - 4" A-4.0 9' - 0" 4" 8' - 0" 4' - 0" ' - 0" 4' - 0" 4' - 8" 4' - 0" ' - 0" 4' - 0" 4' - 8" 4' - 0" ' - 0" 4' - 0" 4' - 8" 4' - 0" ' - 0" 4' - 0" 4' - 8" 4' - 0" ' - 0" 4' - 0" 4' - 8" 4' - 0" ' - 0" 4' - 0" ' - 8" 4' - 0" ' - 0" 4' - 0" ' - 0" 4' - 0" ' - 0" 4' - 0" 4' - 8" P4 P4 IW 5' - " 0' - /4" 0' - 5 /" 5' - 6" ' - 7 /" NOTIFICATION SYSTEM, MESSAGE SIGN P IW 6 IW A P5A ' - 0" SLOPE /8" / FT SLOPE /8" / FT SLOPE /8" / FT ' - 6" TYP SLOPE /8" / FT TRENCH DRAINS SLOPE /8" / FT PAINTED BOLLARD, TYP. SLOPE /8" / FT SLOPE /8" / FT SLOPE /8" / FT SLOPE /8" / FT SLOPE /8" / FT SLOPE /8" / FT SLOPE /8" / FT TRENCH DRAINS PAINTED WARNING STRIPE. TYP. 4' - 0" ' - 0" SLOPE /8" / FT SLOPE /8" / FT SLOPE /8" / FT P5 SLOPE /8" / FT MAINT SHOP LOGISTICS/EQMT SUPPLY DECON SCBA TANK P 5 ER GEAR 55 70' - 0" 7 A-4.0 COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued ADDENDA ADDENDA sheet title FLOOR PLAN scle: As indicted drwn: JM/LG checked: SF pproved: KR dte: FLOOR PLAN SCALE: /8" = '-0" project no sheet number: A-.0

49 CEILING PLAN LEGEND GENERAL NOTES CEILING MOUNTED PROJECTOR CEILING HEIGHT x TROFFER x 4 TROFFER SUPPLY AIR REGISTER RETURN AIR REGISTER EXHAUST AIR REGISTER PENDANT LIGHT STRIP RECESSED LIGHT RECESSED LIGHT FIXTURE WALL MOUNTED LIGHT SUSPENDED STRIP SPRINKLER HEAD. ALL EXPED STRUCTURE AND VISIBLE ITEMS ABOVE '-0" AFF (UTILITY, DUCT WORK, PIPING, ETC) TO BE PAINTED PER 09900, REFER TO FINISH LEGEND ID FOR COLOR.. MOISTURE RESISTANT GYPSUM WALL BOARD TO BE USED IN WET LOCATIONS (SHOWERS AND BATHROOMS).. BULKHEADS OVER WALL-HUNG CABINETRY TO BE '-" DEEP. BOTTOM OF GYPSUM. BULKHEAD OVER CABINETRY TO BE AT 7'-0" AFF U.N.O., REFER TO INTERIOR ELEVATIONS. 4. ALL CEILINGS TO BE 9'-0" AFF. UNLESS NOTED OTHERWISE. 5. ALL LIGHTING TO BE SUBMITTED WITH LIGHTING DESIGN PACKAGE FOR BIDDING AND BASIS OF DESIGN SELECTION BY ARCHITECT. INCLUDE FIXTURE TYPE, STYLE, COLOR, ETC. 6. ALL GWB CEILINGS TO BE PAINTED P- U.N.O. ON REFLECTED CEILING PLANS. SOFFITS TO BE PAINTED TO MATCH WALL BEYOND U.N.O. REFER TO INTERIOR ELEVATIONS, WALL FINISH & ACCESSORY PLANS, FINISH SCHEDULES, AND FINISH LEGEND. 7. ALL SINGLE LIGHTS IN ROOMS TO BE CENTERED. 8. ALL ITEMS IN CEILING TILES (LIGHTS, SPRINKLER HEADS, SPEAKERS, ETC) TO BE CENTERED IN TILE. 9. LIGHTS TO BE INSTALLED PER DIMENSIONS ON CEILING PLANS 0. ALL SUSPENDED CEILINGS SURROUNDED BY EXPED CEILING AREAS (CLOUDS) TO BE CENTERED TO ROOM U.N.O.. REFER TO TECHNOLOGY DRAWINGS FOR SPEAKER REQUIREMENTS AND COORDINATE FINAL LOCATIONS WITH ARCHITECTURAL.. ROLLERSHADE TYPICAL ALL EXTERIOR WINDOWS. REFER TO ID-.5.. SPEAKERS ARE SHOWN FOR REFERENCE ONLY. REFER TO TECHNOLOGY DRAWINGS FOR SPEAKER REQUIREMENTS AND COORDINATE FINAL LOCATION WITH OWNER. rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP SMOKE DETECTOR h FIRE RATED WALL EXIT LIGHT SPEAKER SD SP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 METAL ACOUSTICAL CEILING x ACOUSTICAL CEILING GRID HARD PAN CEILING GYPSUM WALL BOARD EXPED STRUCTURE A A-.0 ' - 0" 9 B C D E F 9 G H J A-5.4 A-5.4 0' - 7" ' - 0" 5' - 4" 8' - 0" 5' - 8" 8' - 4" 5' - 4" 5' - 6" A-.0 6' - 6" ' - 5" 9 A " ' - 8" 0' - 4" 7' - " 0' - 4" A-.0 CEILING MOUNTED PROJECTOR 8 A-5.4 6' - 9 /4" ' - " 5' - 0" 5' - 0" 5' - 0" 5' - 0" ' - 5" ' - 4" 0' - " A-5. LOBBY 00 SP SP SP 4 A-5. COMMUNITY MEETING 0 ' - 0" 4' - 0" 5' - 7 /" 4' - 0" EQ 4' - 6" EQ ' - 8" ' - 0 /" SP SP ' - 6" ALCOVE 0 9' - 8 /" PUBLIC RR 0 9' - 8 /" ADMIN SEC 04 4' - 8" 6' - 0" ' - " 6' - 0" 5' - 0" ' - " P- ' - 4 /4" 0' - 0" RECESSED MOTORIZED SCREEN 7' - 0" 4' - 0" 4' - 0" ' - 4 /4" ' - 0" 05 5 LOGISTICS/EQMT SUPPLY 6 CENTRAL FILE 7' - 0" CL COPY/PRINT ' - /4" 06A A-5. A/V CL EQ P- 6 A-5. 0A EQ 9' - 0" EQ EQ EQ EQ ' - " 7' - 0" RESTROOM 58 7' - 0" 7' - 0" A-5. ADMIN BREAK 4 ' - " HVAC 7 OFFICE SUPPLY RESTROOM SP SP 07 TELE 8 ELEC 9 FIRE INSPECTOR 0 0' - 0" 0' - 0" 0' - 0" 0' - 0" PHYS AGILITY JANITOR 8 40 PLANS REVIEW/ 9 FIRE CHIEF OFFICE 4 ' - 0" ' - 0" 06 A-5. 0' - 0" ADMIN CONFERENCE ' - 0" ' - 0" SP 0' - 0" SP LAUNDRY 6 COMMAND 7 DEP CHIEF OFFICE 08 0' - 0" EQ EQ EQ 9' - 0" EQ 4 5 EQ EQ 9' - 0" EQ KITCHEN 4 P 4 EQ 4 D CHIEF P- P 44 EMS SUPPLY A-5. 0' - 0" SP SP 46 DIST. CHIEF OFFICE 0 SP 0' - 0" ' - " P 45 0' - 0" 0' - 0" EQ EQ 9' - 0" A-5. SP 56 ' - 0" ' - 0" ' - 4" SP 9 57 A-5. ' - " 0' - 0" DAYROOM ' - 0" FLEX OFFICE 09 SP DINING P- 47 SP 0' - 0" 0' - 0" LT OFFICE P-4 9' - 0" 0' - 0" 7 8 RR/SHR 6 RR/SHR 5 WATCH OFFICE 7' - 0" ' - " 0' - 0" 0' - 0" 0' - 0" SP P-4 5" 6' - 0" APPARATUS BAY 50 4' - 0" 6' - 0" 6' - 0" 6' - 0" ' - " ' - 0" 0 A-5.4 ' - 0" ' - 0" ' - 0" 0' - 0" 0' - 0" ' - 0" LOGISTICS/EQMT SUPPLY 5 ER GEAR 55 MAINT SHOP 5 SCBA TANK 5 DECON 54 COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued ADDENDA ADDENDA sheet title REFLECTED CEILING PLAN 8 0' - 4" A-5.4 4' - 4" 0' - 4" 4' - 4" 0' - 4" 4' - 4" 0' - 4" 4' - 4" 0' - 4" 4' - 4" 0' - 4" ' - 4" 6' - 6" REFLECTED CEILING PLAN SCALE: /8" = '-0" 6' - 0" scle: /8" = '-0" drwn: JM/LG checked: SF pproved: KR dte: project no sheet number: A-.5

50 RECESSED SOFFIT DIRECTIONAL LIGHTING FOR SIGNAGE. REFER TO ELECT. DRAWINGS A METAL ROOF. CLEAR ANODIZED B C D E F G H J METAL PANEL SYSTEM. CENTRIA INTERCEPT, CLEAR ANODIZED ALUMINUM CANOPY - CLEAR ANODIZED ROOF BEARING- ENTRY 6' - 0" 8' - 0" 6' - 0" ' - 0" ' - 0" 6' - 0" ' - " 6' - 0" ' - 0" ' - 0" W W 8" ALUMINUM PINMOUNTED LETTERING, CLEAR ANODIZED COORDINATE TEXT WITH OWNER BRICK VENEER ON 8" CMU 7'-6" PIN MOUNTED LETTERING, CLEAR ANODIZED GROUND FACE CMU, WHITE, TYP. BRICK VENEER ON 8" CMU. TYP. CONCRETE LINTEL, TYP. SEE STRUCTURAL ALUMINUM SUNSHADE, CLEAR ANODIZED 00 W0 W0 W0 W0 W0 W0 W0 W0 W0 W0 W0 W0 W7 50 SPLIT FACED CMU, S-00, TYP 50J 50H 50G 50F T.O. PARAPET - APPARATUS BAY 4' - 0" T.O. PARAPET - MAIN BLDG 8' - 0" CONDENSING UNIT ENCLURE, REFER TO SITE DWGS rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP ' - 0" FIRST FLOOR 0' - 0" N. Knowles Ave. Winter Prk, Florid 789 P: (407) BOLLARD BIFOLD DOORS. PAINTED RED Corporte Registrtion Number: AAC0097 SOUTH ELEVATION SCALE: /8" = '-0" J H SPLIT CMU, S-00 TYP. G F GROUND FACE CMU, WHITE, TYP. E D C B A RECESSED SOFFIT LIGHTING. REFER TO ELECT. DRAWINGS. ALUMINUM CANOPY-CLEAR ANODIZED BRICK VENEER OVER CMU, TYP. METAL ROOF-CLEAR ANODIZED ALUMINUM SUPPORT-CLEAR ANODIZED T.O. PARAPET - APPARATUS BAY 4' - 0" METAL ANCHOR PLATE ALUMINUM SUPPORT OVERFLOW SCUPPER, TYP. ROOF BEARING- ENTRY 6' - 0" ALUMINUM CANOPY- CLEAR ANODIZED, TYP. 4x8 SCUPPER & 4x6 DOWNSPOUT, TYP. W6 T.O. PARAPET - MAIN BLDG 8' - 0" BRICK VENEER ON CMU, TYP. 50E 50D 50C 50B 50A W W7 W9 8A W5 CONCRETE LINTEL. SEE STRUCTURAL COCOA FIRE STATION # HEADQUARTERS BOLLARD 0 FIRST FLOOR 0' - 0" COCOA, FLORIDA NORTH ELEVATION SCALE: /8" = '-0" COIL UP DOOR-RED DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued ADDENDA ADDENDA sheet title EXTERIOR ELEVATIONS MATERIAL LEGEND GROUND FACE CMU, WHITE BRICK VENEER ON CMU METAL PANEL SYSTEM, CENTRIA, INTERCEPT SYMBOL LEGEND W# ALUMINUM WINDOW SYSTEM ### DOOR SYSTEM GENERAL NOTES. SEE A-6.0 & A-6.5 FOR GLAZING MATERIAL TYPES.. SEE MECHANICAL FOR LOUVER LOCATIONS. scle: /8" = '-0" drwn: LG/JM checked: SF pproved: KR dte: project no sheet number: A-.0

51 MANUFACTURED METAL COPING T.O. PARAPET - APPARATUS BAY 4' - 0" MANUFACTURED METAL FLASHING AND COUNTER FLASHING SINGLE PLY ROOFING MEMBRANE ON METAL DECK ON STEEL STRUCTURE COLLECTION BOX & DOWNSPOUT J A-5.4 T.O. PARAPET - APPARATUS BAY 4' - 0" T.O. PARAPET - MAIN BLDG 8' - 0" MANUFACTURED METAL COPING MANUFACTURED METAL FLASHING AND COUNTER FLASHING SINGLE PLY ROOFING MEMBRANE ON METAL DECK ON STEEL STRUCTURE MANUFACTURED METAL FLASHING AND COUNTER FLASHING SINGLE PLY ROOFING MEMBRANE ON METAL DECK ON STEEL STRUCTURE 5/8" GYPSUM WALLBOARD ON /" METAL STUD ON -/" RIGID INSULATION ON METAL Z FURRING CHANNELS G METAL ROOF ON RIGID INSULATION OVER VAPOR BARRIER ON METAL ROOF DECKING ACOUSTICAL METAL DECKING WELDED STEEL ROOF TRUSS. SEE STRUCTURAL FLASHING ALUMINUM FASCIA FULLY VENTED ALUMINUM SOFFIT ON 7/8" HAT CHANNELS BRICK VENEER ON MORTAR A 5/8" GYPSUM BOARD ON /" METAL STUDS ON /" RIGID INSULATION ON METAL Z FURRING CHANNELS. EXTEND TO BOTTOM OF ROOF DECK AND CAULK TO PROVIDE AIRTIGHT ASSEMBLY 5/8" GYPSUM BOARD ON METAL FRAMING. EXTEND TO UNDERSIDE OF ROOF DECK. CAULK TO PROVIDE AIR TIGHT ASSEMBLY 6' - 0" 4 0 A-5. METAL PANEL SYSTEM ON METAL STUDS. EXTEND INSULATION BOARD TO B.O. ROOF DECK. CAULK TO PROVIDE AIR TIGHT ASSEMBLY LOW-E IMPACT RESISTANT (LEVEL E) LAMINATED GLAZING SYSTEM METAL PANEL SYSTEM (CENTRIA INTERCEPT) OVER AIRSPACE, OVER MANUFACTURER'S INSULATION BOARD ON STEEL TUBE COLUMN (SEE STRUCTURAL) STRUCTURAL BEAM. EXTERIOR GRADE PLYWOOD SHEATHING STANDING SEAM METAL ROOF (BERRIDGE CEE-LOCK) ON RIGID INSULATION OVER VAPOR BARRIER ON METAL ROOF DECKING EXPED ACOUSTICAL METAL DECKING STEEL TUBE METAL ROOF TRUSS. SEE STRUCTURAL STRUCTURAL BEAM. SEE STRUCTURAL FLASHING ALUMINUM FASCIA ALUMINUM SOFFIT ON 7/8" HAT CHANNELS EXPED ACOUSTICAL METAL DECKING METAL ROOF ON RIGID INSULATION OVER VAPOR BARRIER ON METAL ROOF DECKING EXTERIOR GRADE PLYWOOD SHEATHING STEEL TUBE METAL ROOF TRUSS. SEE STRUCTURAL FLASHING ALUMINUM FASCIA ALUMINUM SOFFIT ON 7/8" HAT CHANNELS STRUCTURAL BEAM. SEE STRUCTURAL FOR HEIGHT AND SIZE METAL PANEL SYSTEM (CENTRIA INTERCEPT_. EXTEND INSULATION BOARD TO UNDERSIDE OF ROOF DECK. CAULK TO PROVIDE AIR TIGHT ASSEMBLY IMPACT RESISTANT LEVEL E ALUMINUM CURTAIN WALL SYSTEM LOW-E IMPACT RESISTANT (LEVEL E) LAMINATED GLAZING SYSTEM 6' - 0" 5/8" GYPSUM BOARD ON METAL FRAMING. EXTEND TO UNDERSIDE OF ROOF DECK. CAULK TO PROVIDE AIR TIGHT ASSEMBLY 5/8" GYPSUM BOARD A-5. STRUCTURAL BEAM. SEE STRUCTURAL rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 COCOA FIRE STATION # HEADQUARTERS SUSPENDED ACOUSTICAL CEILING TILE SYSTEM A-5. COCOA, FLORIDA " REINFORCED CMU WALL 5/8" GYPSUM BOARD ON /" METAL STUDS /" RIGID INSULATION ON METAL Z FURRING CHANNELS " REINFORCED CMU WALL APPARATUS BAY 50 5/8" GYPSUM BOARD ON /" METAL STUDS /" RIGID INSULATION ON METAL Z FURRING CHANNELS 8" CMU WALL LOW-E IMPACT RESISTANT (LEVEL E) LAMINATED GLAZING SYSTEM DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued ADDENDA ADDENDA MASONRY FLASHING SYSTEM 57 REINFORCED CONCRETE SLAB ON VAPOR RETARDER LOBBY 00 STEEL COLUMN. SEE STRUCTURAL REINFORCED CONCRETE SLAB ON VAPOR RETARDER FIRST FLOOR 0' - 0" FIRST FLOOR 0' - 0" REINFORCED CONCRETE SLAB ON VAPOR RETARDER MASONRY FLASHING SYSTEM 8 A-5.7 REINFORCED CONCRETE SLAB ON VAPOR RETARDER CONCRETE FOOTING. SEE STRUCTURAL sheet title WALL SECTIONS CONCRETE FOOTING. SEE STRUCTURAL FOR SIZES AND REINFORCEMENT FOOTING. SEE STRUCTURAL FOR SIZES AND REINFORCEMENT FOOTING. SEE STRUCTURAL FOR SIZES AND REINFORCEMENT CONCRETE FOOTING. SEE STRUCTURAL FOR SIZES AND REINFORCEMENT scle: drwn: checked: pproved: dte: /" = '-0" LG/JM SF KR WALL SECTION WALL SECTION SCALE: /" = '-0" SCALE: /" = '-0" SCALE: /" = '-0" LOBBY WALL 4 LOBBY WALL LOBBY WALL SCALE: /" = '-0" 5 SCALE: /" = '-0" project no sheet number: A-.5

52 H J 0' - " 9' - /" 0 ID-.0 8' - 4 /" D CHIEF 4' - 4 /4" 4' - 4 /4" LT OFFICE 0' - 0 /" 57 ID-.0 WATCH OFFICE APPARATUS BAY ' - 0 /4" 4' - 6 /4" C CENTRAL FILE 4 0' - 9" ID-.0 5 ADMIN BREAK 4 RESTROOM 0' - 9 /4" 7' - 4" ' - 0" 5 ' - " 5" ' - " ' - 0" ID-.05 MAINT SHOP 5 rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 9" 8' - 0" ' - 7 /" " LAYOUT OHR 7 & LAYOUT MIRROR 9 & LAYOUT MIRROR OHR 8 & CLEAR 4 ' - 0" 5 LOGISTICS/EQMT SUPPLY 5 TYPICAL SCALE: /4" = '-0" D CHIEF WATCH OFFICE SCALE: /4" = '-0" SCALE: /4" = '-0" 4 4 ADMIN BREAK SCALE: /4" = '-0" 6' - 0 /" ' - /" ID F ' - /4" 5' - 4" 9' - 6" 6" G 8' - /4" 9' - 9 /4" 4' - 7 /4" ' - 0" 6" ' - " ' - 0" 5 54 DECON 54 5 ID-.05 SCBA TANK 5 COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA 5 9' - 7" ' - 0" 8' - 4" JANITOR 8 PLANS REVIEW/ 9 7' - " LAUNDRY 6 ID-.0 COMMAND 7 6 LAUNDRY/ 7 COMMAND SCALE: /4" = '-0" ' - 0 /" ' - 0" 0 /4"6" ' - 0" 7' - 8" 7' - 5 /4" ' - 7" ' - " 4 4 KITCHEN 4 ID P 4 EMS SUPPLY 46 ID P 44 ID ' - 8" ' - " 4' - " ID-.04 7' - " 7' - " 7' - /" ' - " ' - /4" ' - 0 /" 6' - 8" 4' - 0 /4" P ' - 6 /" 7' - 4" 47 ID-.04 DINING 47 CURB & DRAIN 56 W8 DAYROOM CLEAR 48 ID ' - /4" ' - /4" 7' - 6 /" ' - /4" 6' - 4 /4" ' - 4" 8 /" NOTIFICATION SYSTEM 0' - 0" ' - " APPARATUS BAY ID ' - /4" 5' - 7 /4" ' - 7 /4" ' - 0" 7' - 4" 55 ' - " ' - " 6 4 KITCHEN 5 APPARATUS BAY 7 SCALE: /4" = '-0" SCALE: /4" = '-0" ER GEAR 55 DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued ADDENDA sheet title ENLARGED PLANS scle: /4" = '-0" drwn: JM/LG checked: SF pproved: KR dte: project no sheet number: A-4.0

53 SEALANT METAL SCUPPER FLANGES, FULLY SET ON PLASTIC CEMENT AND FASTEN CONDUCTOR BOX HEAD /" - " SINGLE PLY ROOF MEMBRANE ON 6" RIGID INSULATION ON /" METAL DECK ON STEEL STRUCTURE SLOPE /" - " CONT. PRESSURE TREATED X NAILER METAL COPING AND CONTINUOUS CLEAT CMU WALL JOIST BEARING HEIGHT VARIES SINGLE PLY ROOFING MEMBRANE FLASHING SINGLE PLY ROOF MEMBRANE ON 6" RIGID INSULATION ON /" METAL DECK ON STEEL STRUCTURE SLOPE CONT. PRESSURE TREATED X NAILER METAL COPING AND CONTINUOUS CLEAT METAL SCUPPER FLANGES, FULLY SET ON PLASTIC CEMENT AND FASTEN 4 /" ". S.S. SCUPPER, TYP. CMU WALL SINGLE PLY ROOFING MEMBRANE FLASHING SINGLE PLY ROOF MEMBRANE ON 6" RIGID INSULATION ON /" METAL DECK ON STEEL STRUCTURE /4" " /4" 4 /" 5/8" GYPSUM BOARD ON " RIGID INSULATION EXTENDED TO UNDERNEATH THE DECK AND FOAM INSULATION AROUND THE STRUCTURE. ALL GAPS S BE SEALED AIR TIGHT. 6" RIGID INSULATION ON -/" METAL DECK ' - 0" MIN. ' - 8" MIN. STACK VENT SEALANT SCREW BAND RUBBER VENT COVER ADHESIVE PER ROOFING MANUFACTURER SINGLE PLY ROOFING MEMBRANE FLASHING SINGLE PLY ROOFING MEMBRANE SYSTEM rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) PARAPET CAP, TYP. SCALE: /" = '-0" OVERFLOW SCUPPER, TYP. SCUPPER / CONDUCTOR BOX ROOF PIPE PENETRATION SCALE: /" = '-0" SCALE: /" = '-0" 4 SCALE: /" = '-0" Corporte Registrtion Number: AAC0097 ' - 4" ' - 4" SEALANT METAL FLASHING AND COUNTERFLASHING CMU WALL TYP. TYP. 4" TERMINATION BAR '-4" TYP. CMU WALL ALUMINUM DIAGONAL SUPPORT TUBE 4 /" TYP. 4 /" TYP. OVERFLOW SCUPPER WALL OPENING 8" MIN. SINGLE PLY ROOFING MEMBRANE FLASHING TERMINATION BAR SINGLE PLY ROOFING MEMBRANE ON RIGID INSULATION ON METAL DECK ON STEEL STRUCTURE ALUMINUM LOUVERS SPACED EQUALLY ALUMINUM FASCIA 0 SCUPPER WALL OPENING EQ EQ EQ EQ EQ 6" COLLECTOR BOX AND DOWNSPOUT BEHIND 5 SCUPPER ELEVATION, TYP. FLASHING DETAIL 6 SCALE: " = '-0" SCALE: /" = '-0" 8 ALUMINUM OUTRIGGER ALUMINUM WINDOW SYSTEM, AS SCHEDULED SUNSHADE WINDOW SCALE: /" = '-0" COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA " O.D. ALUMINUM DIAGONAL SUPPORT TUBE DESIGN CRITERIA 0 HORIZONTAL SUPPORT WELDED FASCIA GUTTER FRAME ALUMINUM FLASHING. SEAL TO CAP HORIZONTAL SUPPORT ALUMINUM SIDE PANEL BEYOND The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued ADDENDA ALUMINUM ROOF DECK 8 /4" WELDED FASCIA GUTTER FRAME 8" sheet title MISC. DETAILS /" ALUMINUM DECK 9 G.C. TO PROVIDE/ENSURE SOLID GROUT FILLED CMU CANOPY ANCHOR LOCATIONS WHERE APPLICABLE SEE PLANS CANOPY DETAIL SCALE: /" = '-0" 0 LIGHT FIXTURE. SEE RCP PERFORATED ALUMINUM SOFFIT G.C. TO PROVIDE/ENSURE SOLID GROUT FILLED CMU CANOPY ANCHOR LOCATIONS WHERE APPLICABLE CANOPY DETAIL-SLOPED SCALE: /" = '-0" CANOPY/SUNSHADE GENERAL NOTES: SEE SPECS FOR BASIS OF DESIGN. CONTRACTOR TO PROVIDE SIGNED AND SEALED SHOP DRAWINGS, AS REQUIRED IN SPECS, FOR DESIGN APPROVAL PRIOR TO CONSTRUCTION. REFERENCE CANOPY FABRICATOR'S SHOP DRAWINGS FOR DESIGN REQUIREMENTS, MEMBER SIZING AND CONNECTIONS. scle: As indicted drwn: SG/LG/JM checked: SF pproved: KR dte: project no sheet number: A-5.4

54 rchitects Design Group ' - 0" ' - " ' - 0" 9' - 6 /4" 8 EQ DOORS ' - " PL- UPPER CABINET, '-"D 4" D SS- COUNTER W/ 4" BACKSPLASH & SIDESPLASH PL- BASE CABINET ' - 0" ' - " ' - 0" ' - " 9' - 6" 8 EQ DOORS PL- UPPER CABINET, '-"D 4" D SS- COUNTER W/ 4" BACKSPLASH & SIDESPLASH PL- BASE CABINET ' - 0" 4' - 9" STEEL TUBE FOR HANGING OF DRYING GEAR, SECURE TO WALLS AND PROVIDE ADDITIONAL SUPPORT AS NECESSARY 4" D SS- COUNTER W/ 4" BACKSPLASH & SIDESPLASH PL- BASE CABINET Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 ' - 0" ' - 0" OPEN ' - 0" ' - 7 /4" OPEN ' - " ' - 0" ' - 0" OPEN ' - 6 /" ' - 0" OPEN ' - 0" EQ ' - 0" OPEN EQ ' - 0" OPEN EQ ' - 0" OPEN 5 MAINT SHOP - NORTH SCALE: /8" = '-0" 5 MAINT SHOP - EAST 5 LOGISTICS/EQMT SUPPLY - EAST SCALE: /8" = '-0" 4 SCALE: /8" = '-0" COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued ADDENDA ' - 8 /4" 8 EQ DOORS 5 ' - 0" ' - " ' - 0" ' - 0" EQ ' - 6" OPEN EQ ' - 0" OPEN PL- UPPER CABINET, '-"D 4" D SS- COUNTER W/ 4" BACKSPLASH & SIDESPLASH PL- BASE CABINET 5 SCBA TANK - NORTH SCALE: /8" = '-0" INTERIOR ELEVATION GENERAL NOTES. PROVIDE FIRE-RATED WOOD BLOCKING AT ALL CABINETS, COUNTERS, WALL-MOUNTED ACCESSORIES, ETC. AS NECESSARY. PROVIDE STAINLESS STEEL OR ALUMINUM PULL AT ALL BUILT-IN CABINETS, REFER TO SPECIFICATIONS & MILLWORK DETAILS.. PROVIDE " MAX SCRIBE WHERE CABINETRY MEETS PERPENDICULAR WALL UNLESS NOTED OTHERWISE. 4. PROVIDE 4" TOE KICK AT ALL BASE CABINETS, PL- FINISH, UNLESS NOTED OTHERWISE 5. ALL UPPER CABINETS TO BE PL- CABINET, INCLUDING INTERIOR FACES, EXPED EXTERIOR FACES AND SHELVES UNLESS NOTED OTHERWISE. 6. ALL LOWER CABINETS TO BE PL-, INCLUDING INTERIOR FACES, EXPED EXTERIOR FACES AND SHELVES UNLESS NOTED OTHERWISE. 7. REFER ID-4.00 SERIES FOR ALL MILLWORK DETAILS 8. ALL EXPED STRUCTURE AND COLUMNS TO BE PAINTED PM- METALLIC PAINT, REFER TO FINISH LEGEND SHEET ID-6.00 FOR COLOR. 9. MILLWORK FABRICATOR S CONFIRM EQUIPMENT (COPIER, MICROWAVE, UNDER-CAB REF, ETC) DIMENSIONS PRIOR TO FABRICATION TO ENSURE PROPER FIT. 0. UNDERCOUNTER REFRIGERATOR - PROVIDE NOTCH IN COUNTER FRONT TO ALLOW CLEARANCE COORDINATE WITH EQUIPMENT SPECIFICATIONS.. AT CONCRETE / MASONRY PARTITION TYPES SECURE MILLWORK TO SUBSTRATES.. REFER TO ARCHITECTURAL PLAN FOR CORRECT PARTITION TYPES. REFER TO G-0.0 FOR GENERAL NOTES AND PROJECT ALTERNATES sheet title INTERIOR ELEVATIONS scle: As indicted drwn: JM/LG checked: SF pproved: KR dte: project no sheet number: ID-.05

55 CEILING HEIGHT CEILING AS SCHEDULED EQ EQ EQ EQ EQ ' - " /8" EQ EQ ID-.00-5/8" METAL STUDS FRAMING, BRACE AS REQUIRED LIGHT FIXTURE, REFER TO ELECTRICAL DWGS PAINTED GWB PAINTED GWB RECESSED LINEAR LIGHT FIXTURE BEYOND /" TEMPERED GLASS SHELF ALUMINUM ANGLE SUPPORTS SIDES & BACK, TYP. /8" TEMPERED GLASS ON TRACK SYSTEM - SEE ELEVATION FOR NUMBER OF PANES. TRACK SYSTEM WITH LOCK. RECESSED TOP & SIDES. /4" REVEAL - PAINT TO MATCH WALL -5/8" METAL STUDS FRAMING, BRACE AS REQUIRED REFER TO WALL TYPE SCHEDULE BASE AS SCHEDULED ' - 6" 5' - 6" ' - " ' - " ' - 6" ' - 4" ' - 8" ' - 6" ' - " " -5/8" METAL STUD FRAMING, BRACE AS REQUIRED PAINTED GWB REFER TO WALL TYPES FOR PARTITION TYPE TV BY OWNER, GC S PROVIDE BLOCKING, INSTALL 66" AFF REFER TO WALL TYPE SCHEDULE PL- SHELF ALUMINUM ANGLE SUPPORTS SIDES & BACK, TYP. PROVIDE POWER AS SHOWN -5/8" METAL STUDS FRAMING, BRACE AS REQUIRED WALL BASE AS SPECIFIED 4 " 4 7/8" EQ EQ /8" 0' - " ' - " 0' - " CONTINUOUS WOOD BLOCKING TYPICAL STAINLESS STEEL PIN SHELF SUPPORTS PLASTIC LAMINATE ADJUSTABLE SHELF - /4" PLYWOOD, COVERED ON ALL SIDES. PLASTIC LAMINATE ON /4" PLYWOOD CONTINUOUS WOOD BLOCKING, TYPICAL PULL, REFER TO SPECIFICATIONS SEMI-EXPED AREAS, FINISHED WITH PLASTIC LAMINATE UNDER-CABINET LED LIGHTING NOTE: UPPER CABINET HEIGHT VARIES. SEE INTERIOR ELEVATIONS FOR SCHEDULED HEIGHT. AT UPPER CABINETS THAT ARE LESS THAN 0" HIGH, ONLY ADJUSTABLE SHELF IS REQUIRED. PROVIDE " BOTTOM FRAME AT ALL UPPER CABINETS WITH OR WITHOUT LIGHT VARIES VARIES WHERE SOFFIT OCCURS, PROVIDE BLOCKING AS NECESSARY WITH /4" FILLER WHERE UPPER CABINET MEETS FINISHED SOFFIT. FINISHED PLASTIC LAMINATE EXPED EDGE PLASTIC LAMINATE REFER TO ARCHITECTURAL DRAWINGS FOR PARTITION TYPE UPPER CABINET, UC LIGHT SCALE: /" = '-0" EDGE OF WALL BELOW LOCKING /8" TEMPERTED GLASS ON TRACK /" TEMPERED GLASS SHELF ON ANGLES, CUT TO FIT AROUND LIGHT CONTINUOUS LED STRIP LIGHT 5/8" PAINTED GYP ON -5/8" STUD FRAMING rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED-AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued ADDENDA DISPLAY SECTION SCALE: /" = '-0" DAYROOM EQUIPMENT SECTION DISPLAY END-WALL PLAN DETAIL SCALE: /" = '-0" SCALE: " = '-0" MILLWORK GENERAL NOTES. PROVIDE FIRE-RATED WOOD BLOCKING AT ALL CABINETS, COUNTERS, WALL-MOUNTED ACCESSORIES, ETC. AS NECESSARY. PROVIDE " MAX SCRIBE WHERE CABINETRY MEETS PERPENDICULAR WALL UNLESS NOTED OTHERWISE.. PROVIDE 4" TOE KICK AT ALL BASE CABINETS, PL- FINISH, UNLESS NOTED OTHERWISE 4. ALL UPPER CABINETS TO BE PL- CABINET, INCLUDING INTERIOR FACES, EXPED EXTERIOR FACES AND SHELVES UNLESS NOTED OTHERWISE. 5. ALL LOWER CABINETS TO BE PL- CABINET, INCLUDING INTERIOR FACES, EXPED EXTERIOR FACES AND SHELVES UNLESS NOTED OTHERWISE. 6. ALL MILLWORK SUBSTRATE TO BE PLYWOOD FREE OF EUREA FORMALDEHYDE. NO MDF SUBSTRATES TO BE USED IN THE PROJECT. 7. MILLWORK FABRICATOR S CONFIRM EQUIPMENT (COPIER, MICROWAVE, UNDER-CAB REF, ETC) DIMENSIONS PRIOR TO FABRICATION TO ENSURE PROPER FIT. 8. UNDERCOUNTER REFRIGERATOR - PROVIDE NOTCH IN COUNTER FRONT TO ALLOW CLEARANCE COORDINATE WITH EQUIPMENT SPECIFICATIONS. 9. AT CONCRETE / MASONRY PARTITION TYPES SECURE MILLWORK TO SUBSTRATES. 0. REFER TO MANUFACTURER'S INSTALLATION PROCEDURES FOR ALL PLUMBING FIXTURES AND FAUCETS SCHEDULED AT MILLWORK. REFER TO MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR ALL HARDWARE TYPES SCHEDULED AT MILLWORK.. REFER TO ARCHITECTURAL PLAN FOR CORRECT PARTITION TYPES. PROVIDE SEALANT JOINT WHERE MILLWORK MEETS PORCELAIN TILE BASE. 4. ALL SEMI-EXPED AREAS TO RECEIVE PLASTIC LAMINATE. 5. PROVIDE PL LAM FILLER WHERE UPPER CABINET MEETS FINISHED CEILING 6. PROVIDE CAM LOCKS AT MILLWORK WHERE INDICATED ON INTERIOR ELEVATIONS 7. ALL COUNTERS THAT MEET ADJACENT WALLS S BE CLEATED AT EACH END. 8. ALL BASE CABINETRY IN ROOMS WITH EPOXY FLOORS TO BE INSTALLED OVER CONCRETE CURB WITH INTEGRAL EPOXY WALL BASE 9. CABINET PULLS BASIS OF DESIGN TO BE: LIBERTY HARDWARE, 5-/6" WIDE PLAZA PULL PART# PN6505-AL-C, 0. CABINET PULL INSTALLATION:UPPER CABINETS: HORIZONTAL: " FROM BOTTOM,.5" FROM INTERIOR SIDES.. CABINET PULL INSTALLATION: LOWER CABINET DRAWERS: HORIZONTAL INSTALLATION, CENTER TOP AND BOTTOM & SIDE TO SIDE. CABINET PULL INSTALLATION: LOWER CABINET DOOR: " FROM TOP OF DOOR, /" FROM DOOR EDGE sheet title MILLWORK SECTIONS scle: As indicted drwn: JM checked: SF pproved: KR dte: project no sheet number: ID-.00

56 INPUT: DUCT UP FOR DRYER VENT UP THRU ROOF. PROVIDE ALDES DRYER ROOF CAP WITH GRAVITY DAMPER OR APPROVED ALTERNATE. DRYER EXHAUST DUCTS S BE CONSTRUCTED AND INSTALLED PER THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. EXHAUST DUCTS S HAVE A SMOOTH INTERIOR FINISH AND S BE CONSTRUCTED OF METAL A MINIMUM OF 0.06 INCH (0.4 MM) THICK. THE EXHAUST DUCT SIZE S BE 4 INCHES IN DIAMETER. EXHAUST DUCTS S BE SUPPORTED AT 4-FOOT INTERVALS AND SECURED IN PLACE. THE INSERT END OF THE DUCT S EXTEND INTO THE ADJOINING DUCT OR FITTING IN THE DIRECTION OF AIRFLOW. DUCTS S NOT BE JOINED WITH SCREWS OR SIMILAR FASTENERS THAT PROTRUDE INTO THE INSIDE OF THE DUCT. TRANSITION DUCTS USED TO CONNECT THE DRYER EXHAUST SYSTEM S BE A SINGLE LENGTH THAT IS LISTED AND LABELED IN ACCORDANCE WITH UL 58A. TRANSITION DUCTS S BE A MAXIMUM OF 8 FEET (48 MM) IN LENGTH AND S NOT BE CONCEALED WITHIN CONSTRUCTION. PROTECTIVE SHIELD PLATES S BE PLACED WHERE NAILS OR SCREWS FROM FINISH OR OTHER WORK ARE LIKELY TO PENETRATE THE CLOTHES DRYER EXHAUST DUCT. SHIELD PLATES S BE PLACED ON THE FINISHED FACE OF ALL FRAMING MEMBERS WHERE THERE IS LESS THAN /4 INCHES ( MM) BETWEEN THE DUCT AND THE FINISHED FACE OF THE FRAMING MEMBER. PROTECTIVE SHIELD PLATES S BE CONSTRUCTED OF STEEL, HAVE A THICKNESS OF 0.06 INCH (.6 MM), AND EXTEND A MINIMUM OF INCHES (5 MM) ABOVE SOLE PLATES AND BELOW TOP PLATES. CU- CU-4 CU- ROUTE REFRIGERANT PIPING UNDERGROUND TO ASSOCIATED AIR HANDLING UNITS IN MECHANICAL ROOMS. OUTPUT: DOOR MOTOR RELAY NO GAS DETECTION CONTROL PANEL NO SENSOR " = 0'-0" FAN MOTOR RELAY rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED- AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 A B C D E F G H J ROUTE CONDENSATE TO FRENCH DRAIN 66"X48" WALL LOUVER PROVIDE KITCHEN EXHAUST UPBLAST EXHAUST FAN AND ASSOCIATED DUCTWORK DOWN TO KITCHEN EXHAUST HOOD DUCT S BE GREASE DUCT COMPLYING WITH NFPA 96. PROVIDE 00% OA MAKEUP AIR UNIT WITH COOLING COIL AND ASSOCIATED DUCTWORK AND DIFFUSERS ALL INTERIOR OF UNIT S BE COATED WITH MANUFACTURER'S SEA COAST COATING. BASIS OF DESIGN S BE AAON 5 TON ROOFTOP UNIT. PROVIDE ROOFCURB AND FASTENING DESIGN SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA FOR THE WIND RATINGS OF THIS LOCATION. D 00 ROUTE CONDENSATE TO FRENCH DRAIN C 60 "X" WALL LOUVER 6/8/06 4:5: PM C:\Users\dyln.suro\Desktop\REVIT SHIT\Revit 06\ Coco Fire Stton _R6_Centrl.rvt 4 LOBBY 00 A 00 A 00 COMMUNITY 0x4 A 00 A 00 MEETING A 00 4ø 6x F 40 F 40 F 40 F 40 F 40 F 40 DUCTWORK /8" = '-0" A 05 0 A 00 A/V CL 0A ADMIN SEC 04 PUBLIC EF-5 RR 0 ALCOVE 0 B 900 VAV- 4ø B 900 CO T T D T 0x COPY/PRINT 8x8 05 B 660 A 05 8x6 A 50 8ø T LOGISTICS/EQMT SUPPLY VAV- EF-4 D 80 6 RESTROOM 58 ø A 60 CENTRAL FILE ADMIN BREAK VAV- CL 06A 8x 4 VAV- A 5 B 5 A 40 FIRE CHIEF OFFICE 06 AHU- 8x0 8x6 HVAC 7 B 60 VAV-4 RESTROOM EF- 8ø VAV- ELEC 9 4x8 OFFICE SUPPLY JANITOR TELE 8 FIRE INSPECTOR A 00 6ø 6ø A 0 A x4 ADMIN CONFERENCE 07 VAV-5 6x6 A PHYS AGILITY A ø 8 PLANS REVIEW/ 4 B 40 B 70 T T 0ø 4x8 B 50 AHU-4 A 85 A 50 A 50 B 45 0x0 8ø AHU- T T 8x6 A ø A 50 A 50 EF-6 0x6 8ø B 500 LAUNDRY A 50 6 COMMAND D 50 7 A 50 ø VAV-6 0ø 8x6 8x6 DEP CHIEF OFFICE 08 A 85 A 0 CL 08A 4 VAV-8 VAV-0 5 VAV-7 UP TO EF- P A 80 B 80 A 80 B 80 A 80 B 80 A 80 B ø 4x4 4ø A 80 KITCHEN 4 D CHIEF 4 D 00 P 44 EMS SUPPLY VAV-9 46 B 80 B 80 0x0 57 P 45 A 80 A 80 9 DIST. CHIEF OFFICE 0 C 00 A 05 A ø FLEX OFFICE 09 A 00 DINING B 0 T B 40 T B 80 B 00 B 80 8x D 50 6x6 4x8 4x8 ø T 0ø 0ø 0x4 0ø 8ø 8ø UP TO MAU- B 80 ø 47 A 00 4ø ø 0ø 8 B 80 LT OFFICE A 80 A 00 DAYROOM B 5 48 RR/SHR 6 RR/SHR 5 A 00 WATCH OFFICE A 40 A 80 A 00 A 80 A 5 6x T 8ø 6ø 6ø 8ø 8ø 8ø 8ø 0ø ø EF- EF- B 0 8ø CO EF-9 D 5 EF-0 D 765 D 765 TYPICAL: INTEC NO DETECTION SENSOR AND PANEL TO BE INSTALLED PER MANUFACTURERS RECOMMENDATION 5KW UNIT HEATER 6X48 WALL LOUVER THROUGH SIDEWALL OF APPARATUS BAY ABOVE ROOF LEVEL OF ADJACENT AREA. EF-9 S OPERATE WHENEVER BUILDING IS OCCUPIED EF-0 TO BE CONNECTED WITH SENSOR EXHAUST ALARM SYSTEM. WHEN ALARM IS TRIGGERED THE DOORS S BE COMMANDED OPEN AND THE FAN S BE COMMANDED ON. FAN S ALSO BE EQUIPPED WITH AN OVERRIDE TIMER SWITCH MOUNTED ON WALL TO TURN FAN ON FOR VENTILATION PURPES. FAN S ONLY BE ALLOWED TO OPERATE IF APPARATUS BAY DOORS ARE 00% OPEN. APPARATUS BAY 50 5KW UNIT HEATER SENSOR FOR EXHAUST PER MANUFACTURERS RECOMMENDATION PROVIDE EXHAUST EXTRACTION SYSTEM INCLUDING FANS, DUCTWORK, OVERHEAD HE REELS, CONTROLS, ROOF EXHAUST AND ALL OTHER ITEMS REQUIRED TO MAINTAIN A FUNCTIONAL SYSTEM. SYSTEM S BE CONTROLLED VIA WALL SWITCH IN APPARATUS BAY AND INCLUDE () HE REELS FOR EACH BAY 600 CFM PER REEL. COORDINATE HE REEL LOCATIONS WITH OWNER FOR APPARATUS. UNIT S BE CAPABLE OF EXHAUSTING DIESEL AND GAS FUMES. 4ø 8ø S MAINT SHOP LOGISTICS/EQMT SUPPLY DECON EF-8 54 EF CFM 5 C 00 D 5 5 C 5 D 90 SCBA TANK A 0 5 ER GEAR 55 A 5 C 60 C 65 AHU- ø 4ø 6ø 0ø CU- ROUTE EA DUCT FULL SIZE AS FAN OUTLET CONNECTION TO MANUFACTURER'S RECOMMENDED SIDEWALL EXHAUST CAP 874 Dixon Boulevrd Coco, FL 9 Copyright 06 TLC Engineering for Architecture, Inc. COA #5 Jmes T. Wmsley, PE LEED AP Florid License Number #504 Phone: Fx: TLC NO: 5604 COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued Delt, ADDENDA 5..6 Delt, ADDENDA sheet title MECHANICAL PLAN scle: As indicted drwn: SC checked: JW pproved: JW dte: project no sheet number: M-.0

57 M 6/8/06 4:5:7 PM C:\Users\dyln.suro\Desktop\REVIT SHIT\Revit 06\ Coco Fire Stton _R6_Centrl.rvt MARK NOTES: MIN CFM MAX AIR DISTRIBUTION SCHEDULE NECK SIZE A 0 0 6Ø 4x4 SUPPLY DIFFUSER Ø 4x4 BASIS OF DESIGN: TITUS TMSI-AA COLOR: WHITE Ø MATERIAL: ALUMINUM 4x4 OPPED BLADE DAMPERS: NO Ø 4x4 PROVIDE 4X4 MODULE SIZE WHERE LOCATED IN 4X4 CEILING GRID Ø 4x4 PROVIDE X MODULE SIZE WHERE LOCATED IN Ø 4x4 HARD CEILING B X6 4x4 RETURN / EXHAUST GRILLE X8 4x4 BASIS OF DESIGN: TITUS 50FL COLOR: WHITE X0 MATERIAL: ALUMINUM 4x4 OPPED BLADE DAMPERS: NO X 4x4 /" BLADE SPACING X X X FACE SIZE LENGTH C X6 SIDEWALL SUPPLY GRILLE BASIS OF DESIGN: 00 RL - COLOR: WHITE MATERIAL: ALUMINUM OPPED BLADE DAMPER: NO DOUBLE DEFLECTION SIDEWALL GRILLE /4" BLADE SPACING D X6 X6 - - RETURN/EXHAUST SIDEWALL GRILLE (SIZED@ NC < 0) BASIS OF DESIGN: TITUS 56FL 0 8X6 - COLOR: WHITE MATERIAL: EXTRUDED ALUMINUM OPPED BLADE DAMPERS: NO 500 8X0-0 FIXED DEFLECTION HORIZONTAL BLADES, /4" SPACING X X0 - DESCRIPTION. AIR DISTRIBUTION DEVICES LOCATED WITHIN ACOUSTICAL TILE CEILINGS S BE PROVIDED WITH BORDER TYPE FOR LAY-IN MOUNTING. AIR DISTRIBUTION DEVICES LOCATED WITHIN GYPSUM BOARD CEILINGS OR WALLS S BE PROVIDED WITH BORDER TYPE FOR SURFACE MOUNTING. REFER TO ARCHITECTURAL DOCUMENTS FOR CEILING TYPES.. AIR DISTRIBUTION DEVICES LOCATED IN SMALL ROOMS WHERE FULL 4"X4" GRID ARE NOT AVAILABLE S BE PROVIDED WITH SURFACE MOUNTING BORDERS IN LIEU OF LAY- IN. SECURE EACH DEVICE TO CEILING GRID WITH FIELD-FABRICATED SUPPORTS. 4x4 4x4 4x4 M - SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE (INDOOR UNIT) COOLING DATA ELECTRICAL DATA MARK MANUFACTURER MODEL TOTAL CFM OA CFM NOM. TONS TOT. MBH SENS. MBH EAT DB EAT WB LAT DB LAT WB HEATING KW ESP FAN HP FLA MCA MOCP VOLT / PHASE AHU- TRANE CSAA / AHU- TRANE GAM5A0A HEAT / PUMP AHU- MITSUBISHI MSY-GE4NA NA / AHU-4 MITSUBISHI MSY-GE4NA NA / NOTES:. PROVIDE " MERV FILTER.. PROVIDE A DIGITAL PROGRAMMABLE THERMTAT/HUMIDISTAT. PROVIDE A SINGLE POINT CONNECTION, FUSED DISCONNECT. 4. MECHANICAL CONTRACTOR S PROVIDE VFD FOR SUPPLY FAN. MANUFACTU RER AIRFLOW CFM EXHAUST FAN SCHEDULE STATIC PRESSURE DRIVE TYPE FAN MOTOR VOLT/PHA SE MARK MODEL RPM HP NOTES EF- GREENHECK SP-B DIRECT 950 0/.,, 4, 5, 6 EF- GREENHECK SP-B DIRECT 950 0/.,, 4, 5, 6 EF- GREENHECK SP-B DIRECT 950 0/.,, 4, 5, 6 EF-4 GREENHECK SP-B DIRECT 950 0/.,, 4, 5, 6 EF-5 GREENHECK SP-B DIRECT 950 0/.,, 4, 5, 6 EF-6 GREENHECK SP-B DIRECT 950 0/.,, 4, 5, 6 EF-7 GREENHECK SP-A DIRECT 070 5/.,, 4, 6, 8 EF-8 GREENHECK SP-A DIRECT 50 5/.07,, 4, 6, 9 EF-0 GREENHECK SQ-60-VG DIRECT 90 5/,, 4, 7 EF-9 GREENHECK SP-A DIRECT 56 0/ 0.0,, 4, 6, 8 EF- GREENHECK G-085-VG DIRECT 57 0/.,,, 4, 7, EF- GREENHECK CUE--VG DIRECT 0/ 0.5,,, 4, 7, NOTES:. BACKDRAFT DAMPER 5. FAN TO HAVE A.0 MAXIMUM INLET SONES 9. SOUND TRAP HOUSING.. SPEED CONTROLLER 6. INTERLOCK WITH LIGHT SWITCH AND A 5 MIN. TIME DELAY SWITCH 0. CO, NOX, & DOOR MOTOR CONTROL.. VIBRATION ISOLATOR 7. BASIS OF DESIGN GREENHECK 4. DISCONNECT SWITCH 8. VERTICAL MOUNTING WITH VIBRATION ISOLATION. INTERLOCK WITH AHU- AND CONTROL FROM ASSOC. VAV. INTERLOCK WITH EXHAUST HOOD. 7 MINIMUM 0 GAUGE STEEL 4 SCREWS FLEX DUCT CLAMP SPIN - IN FITTING WITH SCOOP AND VOLUME DAMPER SUPPLY AIR DUCT INSULATE SPIN - IN WITH " THICK INSULATION WITH VAPOR BARRIER LEAVING DAMPER OPERATOR ACCESSIBLE "PROVIDE " STANDOFF" NOTES:.. SCREWS MAY BE OMITTED IF HANGER LOOPS PRIMER PLUG PITCH DOWN TOWARD DRAIN DIMENSIONS Y = P + " X = Y CEILING -/" MINIMUM METAL GALV. SADDLE SUPPORT FROM STRUCTURE ABOVE WIRE SUSPENSION SYSTEM FLEXIBLE DUCT LENGTH S NOT EXCEED 0 LINEAR FEET AIR FLOW IF DUCT DOES NOT SUPPORT THE SPIN IN FITTING SIZE, IF SPACE ALLOWS FOR FLEX TO BE KINK FREE TAKE OFF FROM THE BOTTOM OF DUCT, IF NOT TAKE OFF FROM DUCT WITH BEVELED TAP WITH VOLUME DAMPER IN DUCT AND TRANSITION TO FLEX DUCT. SEAL ALL NECK CONNECTIONS AT THE DIFFUSER. HANGER STRAPS MINIMUM " WIDE CLEAN OUT P = PRESSURE INSIDE AHU CASING (IN. WG) TYPICAL DIFFUSER CONNECTION DETAIL N.T.S. 60" MAX (54 mm) DUCT "MIN UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT MINIMUM SPACING OF HANGERS TO BE 4FT. MAXIMUM SPACING TO BE 8FT. INSTALL IN ACCORDANCE WITH SMACNA. HVAC DUCT CONSTRUCTION STANDARDS. LATEST VERSION, TABLE 4-,RECTANGULAR DUCT HANGERS. TYPICAL DUCT SUPPORT DETAIL N.T.S. INSULATE BACK OF DIFFUSER OR GRILLE (DO NOT TAPE TO T-BAR) LAY-IN TILE FIXTURE WHERE APPLICABLE CONNECT TO STRUCTURE ABOVE USING SIMPSON PDPH SERIES FASTENERS FOR SUPPORT INTO PT TENSION SLAB. FASTENERS S NOT PENETRATE SLAB MORE THAN /4" (TYPICAL) UNION CONDENSATE DRAIN TRAP DETAIL N.T.S. Y X DRAIN PAN (FURNISHED WITH AHU) Notes CAULK ALL AROUND CAULK RAIN SILL ROUTE CONDENSATE LINE FULL SIZE AS TO FLOOR SINK P-TRAP IMPACT RESISTANT LOUVER N.T.S. SMOKE DETECTOR DX PIPING SECONDARY DRAIN LINE VIBRATION ISOLATORS, " MINIMUM THICKNESS N.T.S. PROVIDE DUCT SUPPORT FLOAT SWITCH LINTEL BY OTHERS DUCT CLIP ANGLE (ALL AROUND) BIRDSCREEN FRAME BIRDSCREEN STORMPROOF LOUVER LOUVER FRAME SECURE FRAME TO WALL WITH EXPANSION BOLTS " ON CENTER, ALL 4 SIDES WALL BY OTHERS FLEXIBLE CONNECTION FLOOR MOUNTED AHU INSTALLATION DETAIL M - SPLIT SYSTEM CONDENSING UNIT SCHEDULE (OUTDOOR UNIT) ELECTRICAL DATA MARK MANUFACTU RER MODEL NOM. TONS MIN. MBH AMB. TEMP REF. TYPE NO. COMP. COMP. RLA(EA) NO. FANS FAN FLA(EA) MOCP VOLT / PHASE MIN. SEER CU- TRANE RAUJ-C R-40A / 0.6 CU- TRANE 4TWR R-40A / 4.5 CU- MITSUBISHI MUY-GE4NA 6 95 R-40A / 5.5 CU-4 MITSUBISHI MUY-GE4NA 6 95 R-40A / 5.5 NOTES:. PROVIDE ANTI-RECYCLE COMPRESSOR TIMER.. PROVIDE CONDENSER GUARDS.. PROVIDE 5 YEAR COMPRESSOR WARRANTY. 4. REFRIGERANT SIZES PER MANUFACTURER REQUIREMENTS. 5. PROVIDE REFRIGERANT EXTENSION KIT AS REQUIRED. 6. PROVIDE CONCRETE PADS AND HURRICANE TIE DOWNS. 7. CU-,, AND 4 ARE GREATER THAN 00' AWAY FROM THE ASSOCIATED AIR HANDLER. PROVIDE MANUFACTURER'S REFRIGERANT LINE EXTENDER KIT AS NECESSARY. PREFABRICATED ALUMINUM AHU STAND, "ALUMASTAND HD" OR APPROVED EQUAL, ATTACH PER MANUFACTURER'S RECOMMENDATION. RA PROVIDE FIELD FABRICATED DISCHARGE PLENUM OA MIN OF 8 GA. GALVANIZED SECONDARY DRAIN PAN WITH FLOAT SWITCH. SOLDER ALL JOINTS TO MAINTAIN WATERTIGHT. EXTEND 4" BEYOND UNIT AND -/" DEEP. 5 6 '-0" MIN. GRADE 4" I.D. REINFORCED CONCRETE PIPE WITH BELL END DRY WELL " = '-0" N.T.S. '-0" MIN. STEEL HANGER WIRE " DIA. SOLID COVER WITH ROUND FRAME FOR MOUNTING IN PIPE BELL EQUAL TO NEENAH R-874-B SLOPE MIN. % 6" SHEET METAL EXHAUST DUCT SEE PLAN FOR SIZE SEAL PIPE PENETRATION WITH NON-SHRINK GROUT P-TRAP CLEAN PEA GRAVEL 8"x8"x6" CONCRETE BLOCK BASE, LEAVE CENTER OPEN UNDISTURBED EARTH TYPICAL CEILING CABINET EXHAUST FAN WITH BACKDRAFT DAMPER, LOW NOISE LEVEL AND NO VIBRATION. FRONT FACE GRILLE WITH FASTENING SCREENS EXHAUST FAN HANGING BRACKET (ADJUSTABLE) CEILING MOUNTED CABINET EXHAUST FAN 874 Dixon Boulevrd Coco, FL 9 Copyright 06 TLC Engineering for Architecture, Inc. COA #5 Jmes T. Wmsley, PE LEED AP Florid License Number #504 Phone: Fx: TLC NO: 5604 rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED- AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued Delt, ADDENDA sheet title MECHANICAL DETAILS & SCHEDULE scle: " = '-0" drwn: SC checked: JTW pproved: JTW dte: project no sheet number: M-.0

58 WP CU- CU-4 GEN- CU- OWNER FURNISHED, CONTRACTOR INSTALLED GENERATOR LOCATION. PROVIDE CONCRETE PAD. rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED- AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 A B C D E F /4" x 0' GROUND ROD (TYPCAL OF 6) #4/0 GROUND WIRE (TYPICAL) G H J 6/8/06 4:4:8 PM C:\Users\dyln.suro\Desktop\REVIT SHIT\Revit 06\ Coco Fire Stton _R6_Centrl.rvt 4 WP C C C C LOBBY 00 FOR MOTORIZED PROJECTOR SCREEN COMMUNITY MEETING 0 D EF-5 PUBLIC RR 0 ALCOVE 0 ADMIN SEC 04 66"AFF C C C C C SWITCH FOR MOTORIZED PROJECTION SCREEN 66"AFF D C 66"AFF U C WP C J D WP M A/V CL 0A 5 COPY/PRINT 05 LOGISTICS/EQMT SUPPLY EF-4 6 VAV- M 66"AFF C C RESTROOM CENTRAL FILE VAV- D D D ADMIN BREAK VAV- 58 CL 4 06A C ROOF MOUNTED FACING NORTH AHU- VAV-4 M HVAC 7 FIRE CHIEF OFFICE 06 RESTROOM EF- 66"AFF FOR FUTURE TV C GWH- 4 PC VAV- ADMIN CONFERENCE 07 TELE D D 8 KP 600A ATS ELEC 9 OFFICE SUPPLY C D D MDP AHU-4 FIRE INSPECTOR 0 66"AFF C C AHU- C D L L 66"AFF 4 VAV-5 JANITOR EF-6 8 M PLANS REVIEW/ C 66"AFF D D PHYS AGILITY EF- D 40 9 VAV-6 M LAUNDRY 6 COMMAND 7 DEP CHIEF OFFICE 66"AFF D 66"AFF D D D 08 D D D D D D D C WP CL 08A 4 VAV-0 5 VAV-7 KITCHEN EF- VAV-8 D D 4 D P 4 M 4 D CHIEF VAV-9 MICROWAVE 66"AFF D D P 44 DIST. CHIEF OFFICE 0 D MUA- J EMS SUPPLY 46 D C D 57 FUTURE DISPAL D P 45 D 0 9 FLEX OFFICE 09 DINING 47 66"AFF FOR 66"AFF FOR FUTURE TV FUTURE TV C 7 ELECTRICAL POWER PLAN /8" = '-0" C 8 66"AFF FOR FUTURE TV LT OFFICE N WP DAYROOM 48 ABOVE DOOR M M RR/SHR 6 RR/SHR 5 WATCH OFFICE EF- EF- ABOVE DOOR 66"AFF WP WP 48" AFF WP EF-9 48" AFF WP 48" AFF WP EF-0 KEYED NOTES: 4 5 C C C C 0"AFF PROVIDE REEL WITH 50' CORD AND 0A RECEPTACLE. MOUNT TO BOTTOM OF STRUCTURE. COORDINATE LOCATION WITH OWNER. COORDINATE FLOOR BOX (FOR POWER AND DATA) LOCATION WITH FURNITURE LAYOUT. DISCONNECT FOR OVERHEAD DOOR OPERATOR (TYPICAL). ASTRONOMICAL TIMECLOCK. WP 48" AFF CONNECT RECEPTACLE TO DISPLAY CASE, FIELD VERIFY CONNECTION REQUIREMENT. WP 48" AFF APPARATUS BAY 50 D D 48" AFF 48" AFF 48" AFF WP WP WP WP 48" AFF D D D GENERAL NOTES: D 48" AFF WP 48" AFF WP EF-8 0"AFF 48" AFF WP LOGISTICS/EQMT SUPPLY DECON CONTRACTOR S PROVIDE CONDUITS, BOXES AND SLEEVES FOR ALL VOICE/DATA AND ALERTING SYSTEM. "D" NEXT TO DEVICE INDICATES DEVICE ON DEDICATED CIRCUIT. "C" NEXT TO DEVICE INDICATES DEVICE ON COMPUTE CIRCUIT. ONLY () PER CIRCUIT. PROVIDE ALL CONDUITS, BOXES AND CABLE FOR TELCOM. REFER TO SHEET T-0. CONNECT NO MORE THAN 5 DUPLEX RECEPTACLES PER CIRCUIT. M 54 M 5 MAINT SHOP SCBA TANK EF EWH ER GEAR 55 AHU- WP CU- 874 Dixon Boulevrd Coco, FL 9 Copyright 06 TLC Engineering for Architecture, Inc. COA #5 Phone: Fx: TLC NO: 5604 COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued Delt, ADDENDA 5..6 Delt, ADDENDA sheet title ELECTRICAL POWER PLAN scle: /8" = '-0" drwn: DRS checked: MMH pproved: MMH dte: project no sheet number: E-0

59 6/8/06 4:4:4 PM C:\Users\dyln.suro\Desktop\REVIT SHIT\Revit 06\ Coco Fire Stton _R6_Centrl.rvt 4 ES ES DLS DLS DLS DLS DLS A ES L DL b DL b DL b DL b DL b P LOBBY 00 DS P DL P P P b b b P P b P X X L DL b P P L b P DL DL DL DL DL b L EM EM ES EM COMMUNITY MEETING DL b 0 b DLS DLS DLS DL A/V CL b 0A DL b DL b DL b L PUBLIC RR 0 W DL ALCOVE P b 0 L DL DL ADMIN SEC DL 04 DS b DL DL b b DL DL DL DL DL P b DLS B C D E F G H J b X S 5 c DL COPY/PRINT 05 b LOGISTICS/EQMT SUPPLY S 6 RESTROOM DL 58 S S FIRE CHIEF OFFICE S HVAC S 7 RESTROOM L DL DL PLANS REVIEW/ FIRE INSPECTOR ADMIN BREAK R R R 9 0 W 4 R S ELEC 9 b R R R 40 PHYS AGILITY b d c R RE DEP CHIEF OFFICE 08 X X X b EM EM EM EM X DL X 4 b 57 L d L c L d L c EM L L L L L L L L EM L L DL CL 06A 06 TELE 8 DL ADMIN CONFERENCE COMMAND 7 4 DL KITCHEN DL DL R e D CHIEF DIST. CHIEF RE FLEX OFFICE R R OFFICE R R LT OFFICE WATCH OFFICE 09 0 DL DL DL P DL 4 4 W P DL44 EMS SUPPLY R 46 L L L L L L c L d L c L d DL L L X e X X b 49 EM d EM L EM CENTRAL FILE L EM EM OFFICE SUPPLY JANITOR LAUNDRY R R R R L L b 4 c L RE DL d S S DLS EM b L W S R RE S DL b 07 DS b DL DL b ES EM ER R b ER b b L b L L L L DL CL 08A EM L EM X W W W W EM DL DL DL P DL 45 e 56 ES ER DL DS DL b DL DINING DL DL b DL 0 W 9 ER 7 W W 8 ER DAYROOM DL b47 DL DL 48 EM b DL DL DL e X e e X EM ES ES ES ES ES L /8" = '-0" EM W W W W W W W EM EM EM W EM W W RR/SHR 6 RR/SHR 5 W b DL X e DL b c d e b c d e EM EM EM X ES C C C C C ER ER CE b b C b C b b APPARATUS BAY C b CE b ER 50 ER ES ES ER ER ER ER ER ER ER ER ELECTRICAL LIGHTING PLAN N KEYED NOTES: GENERAL NOTES: C c c C c C c C c c L FIXTURE MOUNTED VERTICALLY IN DISPLAY CABINET. C c ER ER. CE d d C d C d C d d CE d ER ER C e e EM C e C e C e e EM C e EM S MAINT SHOP S LOGISTICS/EQMT SUPPLY S DECON 54 S 5 5 SCBA TANK S S S S ES 5 ER GEAR LIGHTING CONTROL S BE BY WATTSTOPPER DLM, NLIGHT OR APPROVED EQUAL. CONNECT TO FIRE ALARM ALERTING SYSTEM AND PROGRAM. ES 55 ES ES 874 Dixon Boulevrd Coco, FL 9 Copyright 06 TLC Engineering for Architecture, Inc. COA #5 Phone: Fx: TLC NO: 5604 rchitects Design Group Architects nd Plnners I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEED- AP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Corporte Registrtion Number: AAC0097 COCOA FIRE STATION # HEADQUARTERS COCOA, FLORIDA DESIGN CRITERIA The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. revisions/ddend Number Description Dte Issued Delt, ADDENDA 5..6 Delt, ADDENDA sheet title ELECTRICAL LIGHTING PLAN scle: /8" = '-0" drwn: DRS checked: MMH pproved: MMH dte: project no sheet number: E-0

60 S4 #4/0 CU CONDUCTORS /4" x 0' GROUND ROD (TYPICAL OF 4) 4"x6" PULL BOX S GENERATOR TAP BOX FOR PORTABLE GENERATOR. NEMA R s t c 8 4"x6" PULL BOX te i h c r ign s e D up o r G 7 KEYED NOTES: FUTURE BUILDING ROUTE ALL CONDUIT AROUND BUILDING A B C 6'x' STAND BY GENERATOR WITH WEATHERPROOF ENCLURE (RATED FOR 60 MPH WIND LOAD). PROVIDE CONCRETE PAD AND COORDINATE PAS SERVICE WITH UTILITIES.. FPL TRANSFORMER PROVIDE 8'x8' CONCRETE PAD WITH 0' CLEARANCE IN-FRONT PER FPL REQUIREMENTS. VERIFY ALL REQUIREMENTS WITH UTILITY COMPANY..4 (4) 4" CONDUIT WITH PULLWIRE FOR TELECOM. VERIFY ALL REQUIREMENTS WITH UTILITY COMPANY. 4 () 5" CONDUIT WITH PULLWIRE. VERIFY ALL REQUIREMENTS WITH UTILITY COMPANY. 5 UTILITY COMPANY METER. VERIFY ALL REQUIREMENTS WITH FPL. 6 CONDENSER UNITS WITH ' CLEARANCE IN BETWEEN. 7 (6) " CONDUITS WITH PULL WIRE TO TELCOM ROOM. VERIFY ALL REQUIREMENTS WITH POLE AND ANTENNA MANUFACTURER. 8 ()#8; #8G; IN "C TO ELECTRICAL PANEL. 9 () "C WITH PULL WIRE FOR FUTURE ACCESS CONTROL. 0 ()#0; #0G; IN "C TO ELECTRICAL PANEL. DIRECT EMEB POLE 00' HIGH (ABOVE GRADE) RATED FOR 60 MPH ROHN DEP 00HA OR APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. VERIFY EXACT POLE LOCATION WITH OWNER AND ANTENNA MANUFACTURER. PROVIDE " C AND CONTROL WIRING TO DIXON BLVD APPARATUS SIGNS AND " C TO ROADWAY FOR FUTURE CONTROL OF TRAFFIC SIGNAL. COORDINATE REQUIREMENTS WITH CIVIL AND OWNER D E F G H J 0"x48" x6" DEEP PULL BOX BY CONTRACTOR. S Corporte Registrtion Number: AAC "x6" PULL BOX FOR FUTURE ACCESS CONTROL POWER / LOW VOLTAGE. I.S.K. Reeves V, F.A.I.A. In A. Reeves, A.I.A. Kevin Rtign, A.I.A., LEEDAP N. Knowles Ave. Winter Prk, Florid 789 P: (407) Architects nd Plnners 5.0 S4A S4A 5.5 ER ER COCOA FIRE STATION # HEADQUARTERS 4 ER ER ER COCOA, FLORIDA ER 4.5. DESIGN CRITERIA S4 6/8/06 4:4:47 PM C:\Users\dyln.suro\Desktop\REVIT SHIT\Revit 06\ Coco Fire Stton _R6_Centrl.rvt The rchitect hereby expressly reserves his common lw copyright nd other property rights in these drwings. These drwings shll not be reproduced without written permission nd consent of the rchitect, nor re they to be ssigned to ny prty without first obtining written permission nd consent. S S4A revisions/ddend Number Description Dte Issued Delt, ADDENDA 5..6 Delt, ADDENDA EL....8 EL S4A "x48" x6" DEEP PULL BOX BY CONTRACTOR. sheet title ELECTRICAL SITE PLAN scle: drwn: checked: pproved: dte: ELECTRICAL SITE PLAN 874 Dixon Boulevrd Coco, FL 9 N Phone: Fx: /6" = '-0" Copyright 06 TLC Engineering for Architecture, Inc. COA #5 TLC NO: 5604 /6" = '-0" DRS MMH MMH project no sheet number: E-0