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HomeMy WebLinkAboutVII(A) Discussion/ Action Re: Starke Lake Restrooms"CENTER OF GOOD LIVING - PRIDE OF WEST ORANGE" CITY OF OCOEE 150 N. LAKESHORE DRIVE OCOEE, FLORIDA 34761-2258 (407)656-2322 MEMORANDUM TO: The Honorable Mayor and City Commissioners FROM: Ellis Shapiro, City Manager DATE: March 25, 1998 RE: Starke Lake Restrooms Agenda 4-7-98 Item VII A MAYOR • COMMISSIONER S. SCOTT VANDERGRIFT COMMISSIONERS DANNY HOWELL SCOTT ANDERSON SCOTT A. GLASS NANCY J. PARKER CITY MANAGER ELLIS SHAPIRO Approximately two years ago, the City Commission authorized the funds necessary to design and erect a restroom for the people utilizing Starke Lake. This came as a result of a .number of boaters and residents around the Starke Lake area. On tonight's agenda, the final plans are presentedto you for your approval. The architect, Mr. Swickerath is available to answer any questions you may have. If or upon making changes you wish to make, the staff would like you to authorize us to go to bid for this project. Respectfully submitted, ES:jg - MEMOFRM.doc S- a r k e Lc. K -e- BaA 'R -4-,v" V Q es� rocs w, s 1.0 CONTRACT REQUIREMENTS 1.1 Contract requirements are issued by the Owner and are incorporated into these Specifications. 2.0 DOCUMENTS 2.1 See Owner Contract Documents issued by Owner. 2.2 Form of Agreement and General Conditions will be AIA Documents A105 - Standard Form of Agreement Between Owner and Contractor for a Small Project and A205 - General Condition of the Contract for Construction of a Small Project as amended by the Owner. 2.3 Sample copies of these instruments are available for inspection with the Plans and Specifications at City Hall. , 2.4 The Owner will provide licensed copies of these documents to the low bidder upon successful negotiation of the agreement to fill out and execute. 2.5 Related documents are issued by Professional Engineering Consultants, Inc. jointly for this and another project. 3.0 QUESTIONS DURING BIDDING 3.1 Questions during bidding must be submitted in writing (facsimile transmissions permitted) to the City Building Official 14 days prior to bidding. Questions will be answered in an addendum issued 7 days prior to bid. All questions must come from a general contractor bidding the project. No questions are to be directed to the Project architect or engineers nor asked orally in person or on the telephone. 4.0 REQUESTS FOR SUBSTITUTIONS 4.1 Substitutions requested and approved prior to bidding will not require a credit per Article 01303.6. 4.2 All requests must comply with all other requirements of Section 01300 and 01001.3 questions above. ARCHITECTURAL SPECIFICATIONS DIVISI®N 1 GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF THE WORK 1.1 Furnishing of all labor, materials, equipment and services necessary to construct and make complete for its intended use, these public restrooms for the City of Ocoee's Boat Ramp on Starke Lake as described in these Documents. SECTION 01020 ALTERNATES 1.1 Alternate Number One - delete in its entirety the aluminum sun screen as illustrated in the Drawings and specified in Section 10530 herein. 1.2 Alternate Number Two - delete "automatic" controls on: A. hand dryer B. lavatory faucet C. water closet and substitute therefor manually active controls that comply with ADA D. push button hand dryer E. wrist blade on lavatory faucet F. conventional lever on water closet flush valve G. Item 2.5 will require modification of specified lavatory to accommodate wrist blade. H. The conventional lever flush valve must project out from the water closet centerline in the direction of the lavatory to comply with ADA. 1.3 List price of each alternative separately as an amount to be subtracted from the base bid which includes all work as called for in these and related documents. SECTION 01300 SUBMITTALS 1.1 Certify all items specified were used in the completion of this project. 1.2 Where contractor proposes the substitution of a product or item not identified as the basis of design. The request for substitution must be made for the architects review and approval prior to placing an order for that item. 1.3 Be on a submittal form to identify Project, Contractor, Subcontractor or Supplier; and pertinent Contract Document referenced. 1.4 Apply Contractor's stamp, signed or initialed, certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. 1.5 Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. 1.6 Revise and resubmit submittal as required; identify all changes made since previous submittal. 1.7 Be accompanied with a cut sheet of item originally specified with yellow highlighter marking areas of deviation. 1.8 Be accompanied with a credit to be deducted from total contract amount if not approved in Addendum One. SECTION 01400 QUALITY CONTROL 1.1 Workmanship A. This construction herein required shall be accomplished with a high degree of quality workmanship and shall be completed in a manner that meets or exceeds industry standards and long-term satisfaction of the Owner. 1.2 Codes and Permits A. All necessary permits and fees required for construction shall be obtained and paid for by the Contractor. B. Owner will waive the cost of a City Building Permit. 1.3 Temporary Facilities A. Provisions shall be made for temporary utilities, facilities and controls as required to complete the project. Unless otherwise noted by the Contract Documents, all temporary utilities, facilities and controls shall be removed prior to final inspection. B. Each Subcontractor shall make his own arrangements with the Contractor for provisions of storage facilities on the site. 1.4 Temporary Sanitary Facilities A. The General Contractor, its Subcontractors and their employees will have access to the temporary sanitary facilities on site. 1.5 Temporary Electrical Power and Lighting A. Contractor shall provide and pay for all temporary power. 1.6 Temporary Water A. The Contractor shall provide existing on-site water service for the needs and requirements of the Work. 1.7 Construction Environmental Protection A. Comply with all pollution control regulations in effect at Project site for all materials, equipment and work procedures used on the project. See Civil Engineer's Documents. 1.8 Safety Protective Measures A. Provide and maintain personnel and public safety and protective measures including; but not limited to, first aid facilities, barricades, illumination, fire protection, etc., as required by applicable laws and regulations. B. Brace and secure all parts of the Work against storm and accident. Provide such additional forms of protection which may be necessary in the prevailing circumstances. 1.9 Tree And Plant Protection A. All trees and plant material not marked for removal shall be protected "from damage during construction. SECTION 01500 BONDS 1.1 See Contract Documents issued by the Owner. SECTION 01700 CONTRACT CLOSE-OUT 1.1 The items listed in this Section shall not be considered as a complete listing and shall in no way limit requirements that may be stated in other parts of the Contract Documents, but rather should be considered as an aid in preparing for final inspection and project close-out. 1.2 Punch List: The following items shall be completed prior to request for final inspection: A. All general construction completed and cleaned, including paving work. B. All mechanical and electrical work substantially complete, fixtures in place, connected, cleaned and ready for use. C. All electrical circuits schedules in panels, and disconnect switches properly labeled. D. All painting completed. E. All construction cleaned. F. All hardware installed and all doors in good working order. G. All fine grading completed. H. Grounds cleared of temporary offices, equipment and/or building supplies. 1.3 Warranties and Bonds A. See Contract Documents issued by the Owner. 1.4 Operating Manuals and instructions: A. At the time of substantial completion, the following items shall be furnished complete, as applicable for each and every piece of Fixed Equipment furnished: A.1. Equipment diagrams A.2. Operating instructions A.3. Maintenance Manuals A.4. Parts -lists A.5. Wiring Diagrams A.6. Electrical Control Diagrams A.7. Inspection Reports A.8. Warranties. 1.5 Cleaning A. Entire area within scope of this Work shall be completely cleaned, including all hardware, plumbing fixtures, electrical fixtures, tile work, etc., and shall be kept clean for the completion of this job. DIVISION 2 SITE WORK 1.1 See civil documents prepared by professional Engineering Consultants for this and other related project. 1.2 See related sections of Division 3 Concrete. 1.3 Note that grades, spot elevations, as well as slopes in both the direction of travel and perpendicular to same, are specified to comply with the requirements of the Americans with Disabilities Act (ADA), which grant little or no tolerance. It is the General Contractor's responsibility to comply with the requirements detailed on the Structural and Architectural sheets of these Documents. Architect has some tolerance in these grades. Consultation with the Architect is recommended before setting forms or accepting "rough" grades. DIVISION 3 CONCRETE 1.1 See Structural Drawings S1 and S2. 1.2 See Section 1.2 of Division 2 Sitework. 1.3 Finishes as specified on Drawings. (Broom finish for warning strips and normal finish for sidewalks/ramps, parking space and Utility Room - add hardener to Utility Room floor only.) 1.4 Vapor barrier under all concrete. 1.5 Provide expansion and control joints as shown. 1.6 Reinforcing as called for on Architectural and Structural Drawings. DIVISION 4 MASONRY SECTION 04200 UNIT'MASON-RY 1.1 Concrete Masonry Units A. Refer to Structural Drawings for material, reinforcing (vertical and horizontal) and grout. 1.2 Installation A_ Lay units plumb level and true using interior face of CMU in Toilet Rooms as control surface. B. Use 'End' blocks at all openings for doors louvers, recessed equipment, etc. When required cut units with masonry saw, placing cut face away from opening. DIVISIONS METALS- NOT USED. DIVISION 6 WOOD Refer to Structural Drawings, Wood Specification Notes. SECTION 06050 FASTENERS 1.1 Fastening Devices: All exterior nails, anchors, hangers and metal accessories to be hot dipped galvanized steel. Provide hurricane tie down straps or plate connectors as specified on Structural Drawings. Provide miscellaneous connectors as shown or reasonably implied on the Drawings. SECTION 06100 ROUGH CARPENTRY 1.1 General: Comply with "American Institute of Timber Construction" Manual 1985, "National Design Specifications for Wood Construction" 1991 Edition and Standard Building Code, Chapter 17. Discard material Which is unsound, warped, bowed, or improperly treated. Set carpentry work accurately in location and elevation with members plumb and true. Scribe and cope to other work as required for accurate fit. 1.2 Pressure Treated Lumber: Wood in contact with masonry, concrete, or earth and elsewhere as shown on -the Drawings, shall be pressure 'treated"Southern Yellow"Pine complying with AWPI LP -2. 1.3 Exterior Sheathing: Refer to Structural Drawings for exterior roof sheathing and nailing schedule. 1.4 Exterior wall sheathing, soffits, interior ceilings and skylight wells to 'be 1I2" Dens -Glass Gold as manufactured by Georgia-Pacific. 0 F4 SECTION 06170 Soffits and ceiling and skylight walls to have painted finish. A.1 *Reinforce all joints with minimal two inch wide 10 x 10 woven glass tape set in Georgia-Pacific Speed Set Joint -Compound. A.2 Cover exposed Dens -Glass surfaces including boards and joints with an even coat of Georgia-Pacific Speed Set 90 for a smooth finish over all exposed surfaces. A.3 Prime with exterior grade alkyd or shellac -based primer. A.4 Finish with two (2) coats of exterior grade paint compatible with applied primer - color white. Roof must be complete or dried in prior to installing Dens -Glass ceiling and soffits. Install and finish in strict accordance with the manufacturer's instructions. PREFABRICATED STRUCTURAL WOOD 1.1 Refer to Structural Drawings: Pre-engineered Wood Truss Specifications and Notes. 1.2 Submit Shop Drawings prepared by manufacture for review and approval prior to fabrication which illustrates: A. gravity and uplift reactions of each truss B. bracing per Structural Drawings C. submittal to be signed and sealed by a Structural Engineer in the State of Florida, retained or in the employee of the truss manufacturer. SECTION 06200 FINISH CARPENTRY AND MILLWORK 1.1 Wood trim will be from any species of clear western wood suitable for staining. 1.2 Only first class materials and workmanship will be admissible in the execution of this work. Work shall be performed by craftsmen skilled in this trade so as to provide high grade, quality, finish and installation. There shall be no open joints in the finished work, and all fastenings shall be concealed. All materials for finished carpentry shall be thoroughly air -seasoned and kiln -dried, and protected from moisture at all times, free from imperfections other than those naturally inherent to the species of wood required, and shall be satisfactory to the Owner in every respect. 1.3 Separate wood trim from concrete and concrete masonry as illustrated using both pressure treated wood blocking and one layer of 15 pound felt. DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07310 SHINGLES 1.1 Materials equal to Temberline Class 'A' asphalt roofing shingles with integral fungus guard as manufactured by GAF with a 30 year limited warranty. 1.2 Comply with ASTM - D3018, Type 1 and D316, Type 1 Specification. 1.3 Install in strict accordance with manufacturer's instructions for nailed application. No staples will be permitted. Use 2" headlap with 5" exposure. 1.4 The roofing contractor shall guarantee a water -tight bonded installation for a period of two years and shall be solely responsible for any defect in workmanship and/or materials in regard to the roofing and flashing. SECTION 07460 VINYL SIDING 1.1 Provide materials and labor necessary to install siding, trim including but not limited to inside and outside corners, vertical and horizontal batons, gable end louvers with trim and insect screen, boxes/plates assemblies to protect penetrations in siding for electrical disconnect, electric meter, junction box for vending machine, mounting surround for drinking fountain, signage, etc. 1.2 Materials equal to: A. "Benchmark" - double 4", cedar grain, white with 0.60" butt and 'stabize R' reinforcement as manufactured by Wolverine Vinyl Siding. B. "Elite" Liberty "double 4", white panels with 1/2" butt thickness .and 0.048" wall thickness as manufactured by Alcoa. 1.3 Installation A. In strict accordance with manufacturer's instruction. NO HORIZONTAL JOINTS are allowed below the horizontal batten defining the bottom edge of the gable end except at penetrations indicated on these documents. Above that batten joints in siding will be limited to runs exceeding twelve (12) feet in length, and centered in said run. SECTION 07600 FLASHING AND SHEET METAL 1.1 Quality Assurance A. Installation shall comply with details and profiles as shown in the SMACNA "Architectural Sheet Metal Manual" recommendations. 1.2 Job Condition A. All sheet metal work shall be protected from damage by other trades as may be required. 1.3 Materials: A. Aluminum drip edge and eaves flashing as shown on Drawings.. B. Miscellaneous flashing and counter flashing: 24 gauge galvanized sheet metal. 1.4 Installation A. Installation of sheet metal work shall be clean, straight, true, neat and provided to full satisfaction of Owner. B. Surfaces to which sheet metal is to be applied shall be even, smooth, sound, thoroughly clean, dry and free from defects that might affect application. Accessories or other items essential for completeness of sheet metal installation, though not specifically shown or specified shall be provided. SECTION 07810 SKYLIGHTS 1.1 Units shall be double dome skylight of manufacturer's standard dimensions, approximating those illustrated on the Drawings with standard curbs and clear inner and white exterior domes as manufactured. (Basis of design is) 'Wasco Super-Thermalized Solar Energy Skydomes' Model Number C5-1 DD - 2852 or equal. 1.2 Installation - coordinate placement of prefabricated, pre-engineered trusses with dimensions required by actual product installed, and in strict accordance with manufacturer's instructions. 1.3 This unit has extruded frame with condensation gutters and particular requirements for installation. Any proposed substitute will meet or exceed the requirements of the basis of design. SECTION 07900 SEALANTS AND CAULKING 1.1 General: Install in strict accordance with manufacturer's printed instructions; observe limitations on handling, storage, weather conditions, and preparation of joints, including clearing and priming. 1.2 Sealants: Elastomeric sealant complying with F.S. TT S-230, Class A, Type I or Type II as required, equal to Mameco Vulkem. 1.3 Caulking: For interior caulking only, use acrylic latex, non -staining, paintable. Approved manufacturers: Temco, Sonneborn, W.R. Grace. 1.4 Installation: Seal all joints at perimeter of louver and door frames, under thresholds, and other exterior joints and penetrations as required to prevent infiltration of water. Thoroughly clean and prepare joints to ensure maximum adhesion: prime or seal surfaces where recommended by manufacturer. Install closed cell polyethylene backer rod where required to limit depth of sealant in to 1/2 of the joint width, but not less than 1/4". Deposit sealant in uniform, continuous ribbon without gaps or air pockets with complete wetting of bond surfaces equally on opposite sides. 1.5 Take care not to seal weep holes. 1.6 Cleaning: Protect adjacent surfaces from smears, spillage, or excess sealant. Clean promptly as the work progresses to eliminate evidence of excess without damage to adjacent finish. DIVISION 8 DOORS AND WALL LOUVERS SECTION 08100 HOLLOW METAL DOORS AND FRAMES 1.1 Standards A. Comply with the requirements of Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames" (SDI -100), and as herein specified. 1.2 Manufacturer A. One of the following: A.1. Allied Steel Products, Inc. A.2. Republic A.3. Steelcraft Mfg. Co. 1.3 Materials A. Steel doors and frames: hot -rolled, pickled and oiled per ASTM A 569 and A 568; cold -rolled per ASTM A 366 and A 568. Galvanized sheets, ASTM A 526 with ASTM A 525, G 60 zinc coating, mill phosphatized. 1.4 Anchors and accessories A. Manufacturer's standard units. Use galvanized items for units built into exterior walls, complying with ASTM A 153. 1.5 Fabrication A. Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. 1.6 Prepare hollow metal units A. To receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115 "Specifications for Door and Frame Preparation for Hardware." B. Reinforce units to receive surface -applied finish hardware to be field applied. C. Locate finish hardware as indicated or, if not indicated, per DHI "Recommended Locations for Builder's Hardware." 1.7 Shop paint A. Exposed surfaces of hollow metal units, including galvanized surfaces, using manufacturer's standard baked -on rust -inhibitive primer. 1.8 Doors A. Comply with SDI -100, Grade II for materials quality, metal gauges, and construction details. 1.9 Frames A. Comply with SDI -100, Grade II for materials quality, metal gauges, and construction details. Provide standard hollow metal frames for doors as indicated. Install in accordance with SDI - 105. Prepare frames to receive 3 silencers on strike jambs of single -swing frames and 2 silencers on heads of double -swing frames. Provide 26 ga. steel plaster guards or mortar boxes, welded to frame, at back of hardware cutouts where installed in concrete, masonry or plaster openings. 1.10 Installation A. Install hollow -metal units in accordance with manufacturer's instructions and final Shop Drawings. Fit doors to frames and floors with clearances specified in SDI -100. SECTION 08200 FINISH HARDWARE 1.1 Furnish and install all hardware necessary for fully functional operation of the scheduled door as follows: A. HARDWARE GROUP 1 - to comply with requirements of ADA. A.1 Two (2) pair of stainless steel butts (US26D Satin Chromium Plated Finish). A.2. Service station lockset (lever lock function) equal to Sargent Number 10G44 with stainless steel finish. A.3. Surface mounted closure on inside of door with pull force in accordance with ADA. A.4. Sadel type threshold - with maximum height of 1/2" with mill finish aluminum finish, and threshold anchor assembly and stainless steel flat head screws equal to Pemko #2548A. B. HARDWARE GROUP 2 (not'accessible') B.1. Two (2) pair of stainless steel butts. B.2. Store room or service lockset - lever lock function equal to Sargent Number 10G04 with stainless steel surface mounted closer and threshold to match Hardware Group 1. C. Keying - all locks to be operated by the same key. Provide six (6) keys to Owner. SECTION 08300 EXTRUDED ALUMINUM WALL LOUVERS 1.1 Furnish and install sight proof louver type K611 as manufactured by the AIROLITE Company or equal. 1.2 Materials extruded aluminum alloy 6063 -TS with minimal wall thickness of 0.081" for both blades and frame finished with KYNAR 500 2 Coat System in strict accordance with this manufacturer's recommendations. Provide extended sill/jamb with dam and interior trim angles as shown at each louver with finish as specified for the louver frame and blades. Color white. 1.3 Manufacturers with units which comply with these requirements: A. Airline Products Company B. The Airolite Company C. Ruskin Louvers DIVISION 9 FINISHES SECTION 09200 EXPOSED DENS -GLASS Specified out of sequence as soffit, interior ceiling and skylight wells as Dens -Glass with finish notes. See Section 06100, 1.4. SECTION 09300 QUARRY TILE AND BASE 1.1 6 x 6 x 1/2" quarry tile as manufactured by Dal -tile, Number 57-X Stone Gray with slip -resistant surface and sanitary quarry base to match with smooth finish. 1.2 Installation A. Method - dry -set mortar and epoxy grout (ANSI Al 18.3.) in strict accordance with the Tile Council of America's Specification Number F115. 1.3 Preparation of slab by other trade. Slab to have steel trowel and fine broom finish with no curing compounds used. Slope slab as shown on the Drawings. Maximum variation in the slab shall not exceed 1/8" in 10'-0" from required plane. 1.4 Provide expansion joints as called for in Methods (specifications) F112 or ,F 113. 1.5 Installation Specifications A. 5.1 Tile -ANSI A108.5 B. Epoxy grout 108.6 1.6 . Color of grout to be dark gray or black. SECTION 09900 PAINTING 1.1 Concrete Masonry Units (Interior) A. Clean off all loose mortar and foreign material. Surface must be free of laitance, concrete dust, dirt, etc., and cured at least thirty (30) days at 75°F. PH of the surface must be between six (6) and nine (9). B. Epoxy Ester / Water-based Epoxy: B.1 One (1) coat of Epoxy Ester Masonry Filler / Sealer, 10 dry mils. B.2. Two (2) coats water-based crystallized epoxy, 3 dry mils, color white. 1.2 Wood trim - wood must be clean and dry - primed and painted as soon as possible. Knots and pitch streaks must be scraped, sanded and spot primed before full prime coat is applied. Patch all nail holes and imperfections with wood filler or putty and sand smooth. Apply caulk after painting. A. Acrylic Latex - One (1) coat A-100 Exterior Latex Wood Primer B. Two (2) coats A-100 Exterior Latex Satin Paint - color white. 1.3 Hollow Metal Doors and Frames A. Factory primed with manufacturer's standard baked -on rust - inhibitive primer. B. Touch up scratches in primer in accordance with factory recommendations. C. Finish two (2) coats Alkyd Enamel - low gloss - color white. 1.4 Paint Materials shall be manufactured by: A. Benjamin - Moore B. Pittsburg Paint and Glass C. Glidden Company D. Sherwin - Williams. DIVISION 10 SPECIALTIES SECTION 10426 SIGNAGE AND GRAPHICS 1.1 See Civil Engineer's Documents for site signage - handicapped parking and, if assigned to the building contract by the Civil Engineer, signage for the lift station equipment and alarms. 1.2 Toilet Compartment Signage A. Provide and install one (1) sign for each compartment in strict compliance with the requirements of ADA. A.1. Minimum size 10" square with dark green background / field and white pictograms and copy. A.2. Pictogram to indicate that the compartment is accessible to Americans with Disabilities and available to members of both sexes. A.3. Copy shall confirm in English that this is a unisexual facility. Copy to be minimum of 5/8" high and not exceed 2" in height. Copy will be Sans Serif typestyle and raised off the surface at least 1/32". A.4. Copy will be accompanied by Grade II Braille 1.3 Installation A. coordinate mounting requirements with manufacturer and installer of vinyl siding. B. Mount on exterior wall adjacent to the door handle side of the door frame, no closer than 3" to the door frame and between 4'- 9" and 5'-2" from centerline of the sign to the sign to the finished floor. SECTION 10530 ALUMINUM SUN SCREEN 1.1 Shall be manufactured by Dittmer Architectural Aluminum, 1006 Shephard Road, Winter Springs, Florida, 32708, to withstand the hurricane force winds and hail damage. 1.2 Materials - 6063 alloy heat-treated to a T-6 temper aluminum. 1.3 Bents shall be double FT model with 4 x 4 columns and 8 x 4 beams and a total span of 21'-6", including 2'-8" cantilevers at each end. Bents shall be internally drained. Columns 4 x 4 - beams 8 x 4. Bents will be internally drained, heli -arch welded units with caps. 1.4 Aluminum joist, minimum 2 x 6 tubes capped and vented 1.5 Provide thickened slabs and reinforcing steel for bent columns as required by manufacturer. 1.6 Install and finish in strict accordance with manufacturer's recommendations, instructions, and specifications. 1.7 Finish all surfaces with baked acrylic enamel - color white. SECTION 10800 TOILET AND BATH ACCESSORIES 1.1 Furnish and install in accordance with manufacturer's instructions, plumb true and square in compliance with the Americans with Disabilities Act, the accessories scheduled on the Drawings. 1.2 Manufacturers: A. Basis of design are called out in the Schedule B. Acceptable manufacturers which comply with the specifications of the units identified and fit with in the openings provided will be considered equal on an item by item basis. C. Deviation from the specified product must be approved by the Architect prior to ordering. Approval will not be granted to any request that is not accompanied by a cut sheet / catalog sheet of both the unit specified and its proposed substitute. Discrepancies between units must be highlighted with a 'transparent marker on both sheets to received consideration. D. See Sections 01300 and Article 4, both relating to substitutions. DIVISION 11 EQUIPMENT- NOT USED DIVISION 12 FURNISHINGS - NOT USED DIVISION 13 SPECIAL CONSTRUCTION - NOT USED DIVISION 14 CONVEYING SYSTEMS - NOT USED DIVISION 15 MECHANICAL SYSTEMS See Mechanical and Plumbing Drawings for Specifications. DIVISION 16 ELECTRICAL See Electrical Drawings for Specifications. END OF SPECIFICATIONS GRG VANL)LNVVI:-lLj LK. K� 0 LOITA RAST- WM5T 151 A, Le mxpRes5WAI CIVIL EN, 0 N S',,,,'LTA N T OWN ER.'- N P P F", N L.K. f5e! M N a T SWAT I - ROACH WEST OAKS MALL 0MLAN00 AV 5LUFof�D MF- .MUNICPAI- COMFILMX PEc'�3 draw 57AR K E LAKE LAKM V I 51A INDEX TO DRAWINGS STRUCTURAL S1 PLANS S2 NOTES 8c DETAILS `3TC gyp• I L ARCHITECTURAL ('5R 438 ) Al PLANS & SCHEDULES A2 BUILDING SECTIONS & ELEVATIONS A� ELEVATIONS & DETAILS A4 DETAILS MECHANICAL NAi wBrw IDI ANI CLAFt KF- ROAD PLUMBING �Pl PL UMB.PLAN ELECTRICAL ELECT DI AKI WHITS. PWAO RELATED DOCUMENTS PREPARED BY OWNES ENGINEER CIVIL J. SWICKERATH, AJA architect AR 0005795 1203 RIDGEFIELD, AVE. OCOEE, FLORIDA 32751 PUBLIC BOAT RAMP RESTROOMS FACILITIES for the city of -OCOEE, FLORIDA Agenda 4-7-98 Item VII A revisions: pro. no. scale date sheet no COV F- F:?,, 5 5FT 0 0 d• .A 60NC M%= - i HICIN� �il�(T OF jc"x ��"� 8C� w/ 6et 5 '4eK " ANS ;W a TIES AT I' O•'C • i. :TOP Or CONC S LAP5 15 C-tu5 v -I ----- -- :; WITH F=IN. tom. ' :.. L CF All _.. ; NST 6H9F- ' r0 ETF t 3 I t • _.j����g�, �T D j� 1a ; a�T 1. OTHF— UJE rf: tt t�®f C1�9C t TL� W I CONC ANOCSWAWL !) - . • � - WN�i�� t�ANp"; IrJEt� �Pr'�N� t�".WR! U 1 ...._ u tORof*. OLAE5 5/8 = - _1/ /�� _ y • t. -_ _- architect AR 0005795 1203 RIDGEFIELD, AVE. OCOEE, FLORIDA 32751 revisions: pro. no. scale ,i date sheet no. J. SWICKERATH, AlA architect AR 0005795 1203 RIDGEFIELD, AVE. DTR! wi. 6I9�RAA:- DE.. �IGi�4 Ct�1TERIA OCOEE, FLORIDA 32751 D-1 CODE: STANDARD BUILDING CODE g/; EDITION D-2 DES!GN LIVE LOAD:. - �_taF 16 ; OF 4/1 SLS^ ^?(I2 SLOPE D-3DEti71GN WIND SPEED 100 !VIPH 1 f 5.13E FACTO J_G UL.01?"I BLi SOIL BEARING PRESSU w 20Q0 WEit✓Dti tU ir`. `s� G'TF_S 'DESIGN ROOF TRUSSES FOR: 7 P`y_ TOP CHORD DE. L) `:.3'i 5 PST: SOT CHORD DEAD LOAL TOP CHORD L(w,�_� D .: r sO l LDBi vL MAN R TO W ' z c - ;t .l:�tCx CR Da F FLOOn rRUSSES WITH SHEET METAL..^ J , ijGS M,-,I�UFACTU€e I= ./ � FOR MOISTURE SEPARATION AT MAS rl IR s °J1l:�LS. • �T_3 ALL TRUSSES AND Ti-`iE{R CONNECTIONS �OP�TE-?F_ STATE OF ARE FLORIDA.SIGNED AND SEALED BY t� A PROFESSIONAL ENGINEER REGISTER V DESIGN TRUSSES FOR ' I SET UPL ' : �{ � r A" :5 PROVIDE BOTTOM CHORD r P r > :;TAS s '..�t?,,S BRIDGING i AT MID SPAN. ATTACH TO Er;CH TRUSS BOTTOM CHc ,Trill ll WT-46. PROVIDE VERTICAL ?: E;:!��.. sN0 r�.T -� M,�.,��l��..I,= v�._:E �iF 45 DEGREES AT MID POINT OF EACH BRIDGING LINE. ANCHOR ALL TRUSSES AUC?"! ! Sfi%,`fhSs1N ETA 12 F_IV,Bi::DDED TRUSS ANCHORS WITH 5-10d. WT-7_ PUBLIC ANCHOR GABLE END TF`USsES' (ATI SIMPS` N Ell-A 12 EMBEDDED TRUSS ANCHORS AT EACH WT-8. RAMP END AND 6,-0,, OC B IWN: s OAT I1 1\(1 RESTROOMS, FACILITIES WOOD FRAMING [COTES W-1 ALL STRUCTURAL FRAMING TO BE #2 S-Y-P UNLESS NOTED OTHERWISE. f or the PRESSURE TREATED S-Y-P. W-2 ALL WOOD IN CONTACT WITH GONCRCTE OR MASONRY TO BEP 2 S-P-F OR BETTER. City Of W_3 ALL BRIDGING, BLOCKING, AND MISC. INTERIOR FRAMING IS TO BE # _6 TYPICAL ROOF CONSTRUCTION: •SHIN GLES OVER 15# FELT ON 15/32" APA RATED OCOEE, FLORIDA W TRUS SHEATHING 32/16 SPAN OC AT PANEL EDGES AND D12" OCSN FIELD. �W THIN 48" OF EAVES ACH SHEATHING TRUSSES WITH 8AT 6 AND HIPS, DECREASE NAIL SPACING TO 4" OC. ITH AN 1/8" GAP ON BOTH THE W-7 INSTALL ALL ROOF SHEATHING W SIDES AND THE ENDS OF THE SHEETS. CONS TE ALL STRUCTURAL CONCRETE TO BE MINIMUM TWEEN 3I" STRENGTH AT 28 DAYS WITH #57 AND 5". COURSE AGGREGATE. SLUMP RANGE TO BE B C-2 REINFORCE ALL SLABS-ON-GRADE WITH POLYPROPYLENE FIBER REINFORCING. MASONRY M-1 ALL CONCRETE MASONRY UNITS TO CONFORM OF0AST 1900 PSI OR C-145 AND SHALL HAVE A, MINIMUM NET AREA COMPRESSIVE ST ISE. PROVIDE M _2 ALL VERTICAL REINFORCING TO BE #5 AT 72 OL.CAP. PROVIDE HOOKED BAR AMAX UNLESS NOTED TrTOP OF WALL MATCHING DOWEL IN FOUNDATION WITH FROM REINFORCED FILLED CELL TO MASONRY TIE BEAM. M-3 PROVIDE 1#5 HORIZONTAL ALL SILLS OF OPENINGS. EXTEND 6" MINIMUM INTO JAMBS. M-4 CAP ALL MASONRY WALLS WITH A SINGLE 8" BOND BEAM COURSE REINFORCED WITH 145. M-5. PROVIDE A P.,E.CAST U LINTEL OVER ALL MASONRY OPENINGS REINFORCED WITH 145. OP BOND BEAM COURSE AT ALL CORNERS & INTERSECTIONS. M-6. PROVIDE #5 CORNER BARS IN T i revisic pro. s. c sheet Fbt� GEtLIN� 4 5OFFI'r 14T5 e w cj�' u tt3 O � 5 O12R • fn- T'R 1114 '�� CEit..'fg � aKYL.t�td'P ® N ® C>?=EN`G !-'OFA 5KYLIGH r F LIGSHT , F-=TrAICAL RAW �ic�ruG�4r ® H^u5T Gg t L -L 5EI5 MECH. fTAt" v ® (:ONT. a WD (NOM) SAVE'qEtAT 10-ro CELL� E ELIC. Emits � L.�Ci: MAN eOUTH T01 LET f:z'no Nt L• 1 _ AAAA - '_... LA 5KYUGHT AftOVE�- �. VENt�iNGt M�CiatN� ti11G C AL.TU*� oONE>= A 4 tit FLOOR PLAK OOOF� ^NO LOUVEr4) AHI✓ [Du L_rl PLUMING 1~ I XTLS F�U=om -7'0" FULL I WATE Fi CL05ET HOLLOW METAL fM 4� OCHEDULff Now Fes. C rlout`� p' 3 tORINKING FOUNTAIN x 7 = oFLLJ6H 1-toL.t.OW FARTA L- P 4 MO t= F3 EC PTo t=x, �DK * Ftp" AME HC)W tom. Gt2w1OUt= 2 6F_I- 5HEM-t P- I R:Wi!, OMTAIL.F-CO L-1111-, ALUM. SIGHT 1=M00r-= WALL. SPEC►i rG.a.TION LOWK t4om.. 3�z x &5u TALL L• 2 ' f�OC� �1�0� �� �M WALLt I � GfffLING 5PUCIAL. W10M X ATALL.. CCOFi© '2 MHA05T LOUYEK \ql mec" • _T� � i GF I F ��i�L`( cA,12 ­' a'� ,�,�� �CYJf 'T ^KfV1f 4X>> !='s�.ltJT ®Ktc 5t'ECtQL Fim 5E� 4VAt1.5 OF L16HT WEW5 69 Q • b l ? ' FF i 0 C-- Xyl T(LE ®�! CMU SpEc� SMG a� Lf�NC3 COF4C SLAB l.A 5EC CEiLtN� OCnI Q �. _� C®hIC !F!® Nome �7ttT0 DIM> do -dam" 6`7c �r WAKO' 150 A.P SIS iii~ N Cis K', t � ✓� i r 3 4 PI -EM CE i � _-__.....-._........._..._.-..-�...,..,.._�-. AAAA _.v.....,...._...____ _..,_,...._.,,,--.,t—­............_...-AAAA.. �-��{\..� � •l� !�T'. µ'Vi . . S.^ ;,�t,��'-1, '�-.rr.._.. s�✓�� �..1 :-��Se�� ���..` / 2 .. -.� -�� c�1::C.�f"-��tlE�ti `�i��,. ✓s'yt�1�...e l'1��-`} Pt�2 «.�+�@%w �/ �i,j L} Fes. i LA 5KYUGHT AftOVE�- �. VENt�iNGt M�CiatN� ti11G C AL.TU*� oONE>= A 4 tit FLOOR PLAK OOOF� ^NO LOUVEr4) AHI✓ [Du L_rl PLUMING 1~ I XTLS F�U=om -7'0" FULL I WATE Fi CL05ET HOLLOW METAL fM 4� PZ L AVAMM--( Now Fes. C rlout`� p' 3 tORINKING FOUNTAIN x 7 = oFLLJ6H 1-toL.t.OW FARTA L- P 4 MO t= F3 EC PTo t=x, �DK * Ftp" AME HC)W tom. Gt2w1OUt= 2 6F_I- 5HEM-t P- I R:Wi!, OMTAIL.F-CO L-1111-, ALUM. SIGHT 1=M00r-= WALL. SPEC►i rG.a.TION LOWK t4om.. 3�z x &5u TALL L• 2 ' VINYL GA e>Lt!- END L.OUvE.t=) W/ 1t�t5C--T' 6cf ffp'rg Nom. 3211 W10M X ATALL.. CCOFi© '2 MHA05T LOUYEK \ql mec" • J. SWICKERATH, AIA architect AR 0005795 1203 RIDGEFIELD, AVE. OCOEE, FLORIDA 32751 revisions: pro. no. scale 1/4" - r' -a it date iKYLLC H -t' Tl�P bowo C�IAN n LL50 W/ GRO07 i - CONT, .41 IL JOIST < ' it E � ❑� j (.#5 > DONrL. W/ c �,�': t I�: �-; T OK L..II� ��❑��❑❑ --❑ :I'. ii 15TO tea" H xa lam. --- ❑❑❑L—❑ Q :z top INTO E50NO Ia ❑ ----- ANO ',5 (1 Ll�r� INTO hi LGA `' t j, OCA❑❑❑❑-❑ ;r �-�,( T`(P FILAX O �� 1VVLr LAP MIN .-''�a� i�. 014 PT: Of = FIN COI C 25 TO HI F -T 5.1 rOQ�y - . .._. CE W / Co Iw11 Ll�.. .,<' :.off _e• ; t•,. -TY P FTG RT! 1 IVIG t CLF—AN 00W1 F:? FILL � � - � cor,.1-c: OECTION �. 1 LLUSTI AT F -C) . SWICKERAT . A.I.. . �rchItect AR 000579; 1203 RIDGEFIELD, AVE )COEE, FLORIDA 32 x`51 pro. no. scale A�5 5HOW I -J date 3- ICg:,-� sheet no. A 2 YY L-,.) J t „t,ALAWr -•-amu//�1�t`�y��'�; � � �1, �� � ,tea CONT: F. T'- I x 4 fr IF I n 1 1 s OF�N C7 z1 D N, C4 , �FK M F. C 2 ALS x . :..CO14T.. C 1 Wf ' X C Ifs'` I5 I �N� aM�✓ w`.�� - �i 4.! tnlA./ .F'"�`C� N^,�� � i - �...d"�.v� 4. ,i i� i I V br,/i VIII ° V Y ( i� GAU 1 f M 'I L F.-A5Hb1 FF cot-'t a Me;,1u�A� �j�yTEi� Q D m AA 1 ss e ;,• � , • rR m P.T. 2 -A � \ 1 q/ I RK . Roo AND \fiJ.,AJ."'I r'. 3 -•-amu//�1�t`�y��'�; � � �1, �� � CONT: F. T'- I x 4 fr IF I n 1 1 s OF�N C7 , �FK M F. C 2 ALS x C E-`° �N� aM�✓ w`.�� - �i 4.! tnlA./ .F'"�`C� N^,�� � i - �...d"�.v� 4. ,i i� i I V br,/i 3 cr a -Dm I UtCl HT CUED CuRlb- l j c)N ToI=mo of vi It 4-kj-a�, GLA65 Wet -L WAW - p MIMI, I lam R19F SCALE 5"=1'-0" I "H, IA i'ect AR 0005795 �w. RIDOEFIELD, AVE. t: SEE, FLORIDA 32751 revisions: pro. no. scale date sheet no �3f/ 4j -•-amu//�1�t`�y��'�; � � �1, �� � CONT: F. T'- I x 4 fr 1 s OF�N C7 �FK M F. C 2 ALS x E-`° �N� aM�✓ w`.�� - �i 4.! tnlA./ .F'"�`C� N^,�� � i - �...d"�.v� 4. ,i i� i I V br,/i ° KOD r SLf3�� Q m 02-,:5 ALUM �51U- W1 1f �V 6H FANTI t r-uo� rI ki C,c `�ECi"IdN `T1-4F;3LI WALL. LOUVr—K (L-0 cr a -Dm I UtCl HT CUED CuRlb- l j c)N ToI=mo of vi It 4-kj-a�, GLA65 Wet -L WAW - p MIMI, I lam R19F SCALE 5"=1'-0" I "H, IA i'ect AR 0005795 �w. RIDOEFIELD, AVE. t: SEE, FLORIDA 32751 revisions: pro. no. scale date sheet no �3f/ 4j J. SWICKERATH, AIA architect AR 0005795 1203 RIDGEFIELD, AVE. OCOEE, FLORIDA 32751 STf,:,�bGTUr"�� I � I i t SLOTtffp FT. 2.v�, 701' FR, ODN'T et�u-'_ 1_ j _M F -T KI c. 'y i t .Q. ����p•� CitLV t.�TL D9{P d CO►�lC�.�NCJJ E>A ��!TS 1D�(��F/� It.� =A : TaY. ?I FV is t -'L- \ PUBLIC BOAT RAMP RESTROOMS =>. A5H'6 (do LN. c©+�- ; �� �� �i/� 1,� W.000 -CMN FACIA-, IL ITI �`� �•l! ? �c i �f� �! ti�i'`1� .0 CofssTq . city of C®EE, gq mmnA �nf.CT 10 N ( F-AVff-/ 50FtlT DMA L.) rA rI4� t' Y�00 IN COLIJ �' c� o� 5UN Scr�N COLS COWIVI N OF 42X � ALUM `Cv�� �p��T� �p o COST. , ,a � 5ko , t\j V1 Ckp� IT. ~'tai' e S@ w/4xd COL'S c,U°oC --;,-- revisions: pro. no. scale date sheet no. CAULK LOUVER --- CAULK PROVIDE ANGLES AT TOP AND SIDES 1/2" X 1/2" 11 GAUGE GALV. WIRE MESH BIRD SCREEN WITH ALUMINUM FRAME BY MECH. CONTR. MOUNT TO BACK OF LOUVER WITH SHEET METAL SCREWS. PROVIDE INSULATED METAL PANEL ON UNUSED PORTION OF LOUVER. CAULK EDGES AIR TIGHT. DUCT "f I ... LuUVER NO SCALE STRAP HA NG7ERS HANGER STRAPS �9A j NLESS FOOT OF S_!_AP IS PLACED UNDER A BOTTOM .__. _.. 1r!-_iNFORCEMENTf �'f1 tl . ,ilf J i r CONTINUOUS HANGER STRAP AROUND DUCT ,I STRAP OR ANGLE — — t \rV . _t .i. ., y .. -, _ . .. Cv NO PROVIDE DISCHARGE LOUVER GREENHECK MODEL #WLSP :e DIFFUSERS,ILL Max PD Pattern. 0 posed Finish Surface Selection Mark (See Plans ) Service Mounting Type Max Neck Velocity FPM Max NC Level (IN.WG.) FAN SPEED Or Blade Damper Y N Outlet Velocit (F.P.M.) Based on: TITUS EG -1 EXHAUST -- 600 25 0.08, -- -- (1) SEE PLAN MODEL 50F, SIZE AS NOTED — EF -2 ROOF TOILET DIRECT DRIVE -- 300 3 0.125 -- -- Notes: (1) Coordinate with architect. 11 1111ir A 11 iii AIM, !1401 Mark EF Location . Service Fan Type Wheel Type C.F.M. FAN SPEED Static Pressure (IN.WG.) Outlet Velocit (F.P.M.) Tip Speed (F.P.M.) Fan Class Phase . EF -1 ROOF TOILET/JANITOR DIRECT DRIVE -- 380 3 0.175 -- -- — EF -2 ROOF TOILET DIRECT DRIVE -- 300 3 0.125 -- -- 1 EXHAUST FAP FANS CONT'D Mark EF Fan Motor Location Fan Discharge Damper Interlock R.P.M. Motor Data Selection Based GREENHECK BHP HP Volt Phase . EF -1 -- -- BACK DRAFT SENSOR 1300 -- 1/25 120 1 SQ— 90—G EF -2 -- -- BACK DRAFT SENSOR 1300 -- 1/30 120 1 SQ -80—G Notes: (1) Fans will be interlocked to light motion sensor. 2) J. SWICKERATH, A.I.4.. vr,/,,,.,, •, AR OMM 1203 RIDGEFIELD, AVE: z r Ee a 1 ;� OCOE FLORIDA 327 I, I 'STALLATION SHALL COMPLY WITH STANDARD ME- HIANICAL CODE SECTION 400. H ,'ale P,. C. LEGEND MANUAL VOLUME DAMPER — F CLASS "B" FIRE DAMPER -D, BACKDRAFT DAMPER 1 r A ROOF EXHAUST EQUIPMENT SHOWN ON ROOF ROOF EXHAUST EQUIPMENT SHOWN ON FLOOR PLAN O TEMPERATURE SENSOR OR THERMOSTAT Fol TEMPERATURE SENSOR OR THERMOSTAT IN TAMPER PROOF ENCLOSURE 0 REFERENCE NOTE REVISION NUMBER TYPE OF,4_Ct_°iFtPIENT �_-"PP'I��TE `J;' DIVISION 16000] (:X___.-FQt..1JPME1q 1 .�,t_lMBER .. _t_ DUCT SIZE .ACE SIZE (UNLESS DICTATED BY TYPE) 12x4 10x6 RG—i — TYPE SEE 100 SCHEDULE) :SIR QUAN1ITY (CFM) V ndery �cil Engineers, Inc. t, r IL1065 Maitie�nd Center Commons Blvd. Maitland, FL 32751 (407) 660-0088 PUBLIC BOAT RAMP RESTROOMS FACILITIES for .the city of OCOEE, FLORIDA revisions-,' pro. no. scale 1 /A 99`1'-091 `�f- date �® IG- Da sheet no,. 0 (j it 0 0 PLUMBING-- SPECIFIC/N I ff ` Ea)UAL- To WATER CLOSET KOHLER "HIGHCLIFF" MODEL NO. 4368 17 1/2" HIGH, ELONGATED BOWL K -4670-S OPEN FRONT ELONGATED SEAT SLOAN "OPTIMA" PLUS FLUSH VALVE MODEL NO. 8111 1.6 GAL FLUSH CYCLE LAVATORY GSIDE" WHEELCHAIR LAVATORY K-12636 KOHLER "MORNIN H WITH "TOUCHLESS" FAUCET WITH GOOSENECK SPOUT (K-13666) IN POLISHED CHROME 4" ON CENTERS. 99%0%L RDF -140 WHEELCHAIR DRINKING FOUNTAIN, TYPE 304 STAINLESS STEEL MOP RECEPTOR FLORESTONE - MODEL NO. 85, TILING FLANGES STAINLESS STEEL CAPS FAUCET WITH I THREADED NIPLE TO RECEt-VE HOSE CW ONLY. SEE CIVIL SEPTIC AND STORAGE TANK WITH PUMP TO INLET EFFLUENT F.D. (BY OTHERS) INTO EXISTING DRAIN HOLE. REFER TO CIVIL DWGS FOR CONTINUATION 4" SANITARY SEWER .. . ....... .... ... ......... ........... ........ ... ";Hr.... "r"N r"»N" s , rr, ..".....� a", zz"„r". "„rr. ",r..• ,,.," ”" £'.,. „� "rrr" ��, ;r "r".".""rrr,mrrrr,r" .:� W :3��: 5•:: "m.r"»,"rr„.w.... . ....... . . . H it -4, 41# 31' ........ .. . it — -- ------ . ........ ... . .... . .. Itrr It FF iir I—L": ZZ it..... -w- it 4 FD- J g! EWC-1 13 3 Aff"i z ...... JS_1 C-1 4"1 .............. . i I qij 1 it IN, g ......... . F.C.O. 1 1/2" 2"CW RISE FD - 31 1/2" - — - — - — - — - — - — - — It 3" _F D '-201 DOMESTIC WATER II 3 3" VTR 'W.,DOWN BELOW 2 C SERVICE BELOW GRADE. '97 7" I£ A . .... 1" Ii GRAQt7 Y / � U; 9 T- F F WC.- si A.F.F. ......... .. .............. ... ... 111,111-111, ... . ............ ­­­­­ .. . .... . . ..... rZ: =";'r DOMESTIC WATER SERVICE BELOW GRADE. A k I 3" VTR JIL SOUTH SIDE SIMILAR 411 J._1 1 /2" .40 F.C.O. o 'j-3 do r® 29 EWC 1 . 4#1 tis 411 300 FD -1 311 2'9 WC 419 SANITARY RISER NO SCALE a G.R.G. Vanderweil Engineers, 1055 Maitland Center Commons Blvd. Maitland, FL 32751 (407) 660-0088 J. SWICKERATH, Al rch"Iteci .............. .. . a omm 1203 RIDGEFIELD, AVE OCOEE, FLORIDA 327 PUBLIC BOAT RAW RESTROOM.: FACILITIES for th City c OCOEE, FLORIDA nevi (j N "A L It It 11 I r4- 0 E PLUMBING-- SPECIFIC/N I ff ` Ea)UAL- To WATER CLOSET KOHLER "HIGHCLIFF" MODEL NO. 4368 17 1/2" HIGH, ELONGATED BOWL K -4670-S OPEN FRONT ELONGATED SEAT SLOAN "OPTIMA" PLUS FLUSH VALVE MODEL NO. 8111 1.6 GAL FLUSH CYCLE LAVATORY GSIDE" WHEELCHAIR LAVATORY K-12636 KOHLER "MORNIN H WITH "TOUCHLESS" FAUCET WITH GOOSENECK SPOUT (K-13666) IN POLISHED CHROME 4" ON CENTERS. 99%0%L RDF -140 WHEELCHAIR DRINKING FOUNTAIN, TYPE 304 STAINLESS STEEL MOP RECEPTOR FLORESTONE - MODEL NO. 85, TILING FLANGES STAINLESS STEEL CAPS FAUCET WITH I THREADED NIPLE TO RECEt-VE HOSE CW ONLY. SEE CIVIL SEPTIC AND STORAGE TANK WITH PUMP TO INLET EFFLUENT F.D. (BY OTHERS) INTO EXISTING DRAIN HOLE. REFER TO CIVIL DWGS FOR CONTINUATION 4" SANITARY SEWER .. . ....... .... ... ......... ........... ........ ... ";Hr.... "r"N r"»N" s , rr, ..".....� a", zz"„r". "„rr. ",r..• ,,.," ”" £'.,. „� "rrr" ��, ;r "r".".""rrr,mrrrr,r" .:� W :3��: 5•:: "m.r"»,"rr„.w.... . ....... . . . H it -4, 41# 31' ........ .. . it — -- ------ . ........ ... . .... . .. Itrr It FF iir I—L": ZZ it..... -w- it 4 FD- J g! EWC-1 13 3 Aff"i z ...... JS_1 C-1 4"1 .............. . i I qij 1 it IN, g ......... . F.C.O. 1 1/2" 2"CW RISE FD - 31 1/2" - — - — - — - — - — - — - — It 3" _F D '-201 DOMESTIC WATER II 3 3" VTR 'W.,DOWN BELOW 2 C SERVICE BELOW GRADE. '97 7" I£ A . .... 1" Ii GRAQt7 Y / � U; 9 T- F F WC.- si A.F.F. ......... .. .............. ... ... 111,111-111, ... . ............ ­­­­­ .. . .... . . ..... rZ: =";'r DOMESTIC WATER SERVICE BELOW GRADE. A k I 3" VTR JIL SOUTH SIDE SIMILAR 411 J._1 1 /2" .40 F.C.O. o 'j-3 do r® 29 EWC 1 . 4#1 tis 411 300 FD -1 311 2'9 WC 419 SANITARY RISER NO SCALE a G.R.G. Vanderweil Engineers, 1055 Maitland Center Commons Blvd. Maitland, FL 32751 (407) 660-0088 J. SWICKERATH, Al rch"Iteci .............. .. . a omm 1203 RIDGEFIELD, AVE OCOEE, FLORIDA 327 PUBLIC BOAT RAW RESTROOM.: FACILITIES for th City c OCOEE, FLORIDA nevi 1 GI Al SURFACE MOUNTED WITH GROUND BUS SQUARE D TYPE NQO PO\IVER RISER DIAGRAM NO SCALE E" R R 11 31 ... . ........... Lluri FIXTURE FOR L:`i Lamp Data Fixture Description N 0 N1 A L 20AL CODE Fixture Data See Acceptable r Voltage Note Manufacturers Mark PROVIDE 220-/24L,, VOLT, I PHASE �J_Er!) 1N CONDUIT. i Manufacturer Catalog Number Mount `R Er D '.sj... ,'SIC `. ' . , Cr NCRETE 1 3 WIRE 35rV' GROUND TO v IPS SPACES. I. �t I ".I..? n2x PR,,:JVIDE CONNECTION TO INFRARED ALL. C' EXCEPT 1A]1IER` A I` D L.E_A\!1ES PANEL A. _�JNUJI LIFT STATION IN STALLED IN 1'2 1 x4 SURFACE FLOURESCENT VANDAL7120 KENALL 7235-0—EB SURF 1 EQLt&L TO A 2 F40 CW CONDUIT. PROVIDE 25A, 2P BREAKER 5COVER PLATES SHALL BE SMOOTH NYLON, . COLOR — IVORY. B — 1 13W FL IN PANEL "A" TO SERVE LIFT STATION. RUUD CONDUIT TO —H SURF 120 1 C 1 70W HPS PROVIDE WIRING AS FOLLOWS: RUUD PUMP AL ARM SURF 120 .2 3#8, 1#10G. VC. ____._.__._ w �' , DUPLF-.�. RECEFTACCLI MOUNT 18" AFF UNLESS NOTED CIRCUIT m..w...ww.ww...w w.....m ww w, wwww wwmw wm.wwmww - .,52-1 OR EQUAL. 3 ELL #5 QUIPMENT ON CDOMMON SGUlr', -.E I S EQ D/F :.ON iff", BY COMMON SWITCH , EACH CIRCUIT `­ .. OF 1 -TOR ., NEUTRAL AND N f"! S'i PHASE CONDUCTOR CLE GROUND FAULT INTERRUPTING `;TAU L HUBBELL #GF -5352-1 T( ELECTRICAL CONTRACTOR SHALL %PY SIVTCH LEGS iN CONDUP_ T3 ACHIEVE SS NOTED OTHERWISE. ........ ........ . .. . .... ........... R PR 0 0 F =1 0, OF' A [-­G�PMON. NEUTRAL , GROUND CONDUCTOR revisions: CONTROL UNIT- ITLET - HAND DRYER ",'-�.�nTORS (A AND El PHASE) u. T IN!DiCATES EQUIPMENT ON A C CIRCUIT R, NN 01 -O!JTROLLED ON SAME SWITCH Z HAND 1 11, A 2#10, 1 #1 OG. -1 /2 C. 'CN'SENSOR FLUSH MOUNT IN CEILING. DRYERI-1 FwP I r Wp� IL J, ............ q. cz, U 515 1, HAND mw w„m mN I ( w.., imww..m.. I :..,.., C 5 , m _,.. W+ DRYERwww, q CKT. 5 M L CKT !j C 30A, 1 P 1/2 1/211C. I 20A. 2#10, 1#10G.— ---- ----- 1. PROVIDE ENERGY SAVING LAMPS. 2. FIXTURE TO HAVE PHOTOCELL. PROVIDE TAMPERPROOF SCREWDRIVER RUUD #TPS -1. L1C-HTING FIXTURE SCHECi_'LF i`'_(.'.1ES CKT. 4— .. ...... . .. . IT A •40 C CKT. 2 -nh zz- ZZZ H, f N 20A, 1' 48" A.F.F. 'FF' - M ti 0`s I . ......... ...... L EXHAUST FAN F 'EF 1' Z3 120/24OV, 1P1 3W 60A, 2P NEMA 3R FUSIBLE :.WITCH—SERVICE RATED r UNDERGROUND r"TANI­ ELECTRICAL SOURCE 1/4" V-0" PLAN NORTH e 31 ... . ........... Lluri FIXTURE II Su"HED"ULE -20 6 RID(;EFIELD, AVE. Lamp Data Fixture Description N 0 N1 A L 20AL CODE Fixture Data See Acceptable r Voltage Note Manufacturers Mark SHOWN ARE �J_Er!) 1N CONDUIT. i Manufacturer Catalog Number Mount `R Er D '.sj... ,'SIC `. ' . , Cr NCRETE No. Type v IPS SPACES. I. �t I ".I..? n2x PR,,:JVIDE CONNECTION TO INFRARED ALL. C' EXCEPT 1A]1IER` A I` D L.E_A\!1ES PANEL A. _�JNUJI — 1 x4 SURFACE FLOURESCENT VANDAL7120 KENALL 7235-0—EB SURF 1 EQLt&L TO A 2 F40 CW WATER RESISTANT 5COVER PLATES SHALL BE SMOOTH NYLON, . COLOR — IVORY. B — 1 13W FL SURFACE FLOURESCENT RUUD El 213-1 —H SURF 120 1 C 1 70W HPS SURFACE HPS RUUD SE1507-1—F—P—J—H SURF 120 .2 1. PROVIDE ENERGY SAVING LAMPS. 2. FIXTURE TO HAVE PHOTOCELL. PROVIDE TAMPERPROOF SCREWDRIVER RUUD #TPS -1. L1C-HTING FIXTURE SCHECi_'LF i`'_(.'.1ES CKT. 4— .. ...... . .. . IT A •40 C CKT. 2 -nh zz- ZZZ H, f N 20A, 1' 48" A.F.F. 'FF' - M ti 0`s I . ......... ...... L EXHAUST FAN F 'EF 1' Z3 120/24OV, 1P1 3W 60A, 2P NEMA 3R FUSIBLE :.WITCH—SERVICE RATED r UNDERGROUND r"TANI­ ELECTRICAL SOURCE 1/4" V-0" PLAN NORTH PUBLIC BOAT RAMP RESTROOMS FACILITIES for the city of OCOEE, FLORIDA . ................... . ......... ........... ... ____ . ............. e 31 ... . ........... -20 6 RID(;EFIELD, AVE. 0. 9E IN AC— 1, 1;--- OCOE 32751 1-, FLORIDA N 0 N1 A L 20AL CODE . —,rl 0 -1 ID SHOWN ARE �J_Er!) 1N CONDUIT. i i -L BE USED i'' `R Er D '.sj... ,'SIC `. ' . , Cr NCRETE V, S-1 EEL v IPS SPACES. I. �t I ".I..? n2x PR,,:JVIDE CONNECTION TO INFRARED ALL. C' EXCEPT 1A]1IER` A I` D L.E_A\!1ES PANEL A. _�JNUJI P, o el IRE IN ALL f? WITH FIXTURE - CEILING MOUNTED NEC T, 4. ALL WIR'_­' 7 '! 5COVER PLATES SHALL BE SMOOTH NYLON, . COLOR — IVORY. 6. PROVIDE !D'ONDUITS Sl'..)BBED OF ',iv`!TH CAPS S: N G IL I- P,01_17 TOGGLE TYPE -WALL MOUNT 48" AFF kLEi AND PULL WRES TO E' ' C TRICAL 1"ANEL, PUBLIC BOAT RAMP RESTROOMS FACILITIES for the city of OCOEE, FLORIDA . ................... . ......... ........... ... ____ . ............. rill ZT100L H t W. I- 'M G R.G. Vanderweil Engineens- ha a Ail '11,111 1055 Maitland Center 'Commons Blvd. Maitland, FL 32751 (407) 660-0036 S"lYMBC",L LEG2 END SHOWN ARE T LINA OF DEVICE BACK B.OX. n2x PR,,:JVIDE CONNECTION TO INFRARED LIGH111, G FIXTURE - CEILING MOUNTED OF TOILET AND SINK FIXTURE - CEILING MOUNTED rANEL L ETTER(S) INDICATE PANEL S: N G IL I- P,01_17 TOGGLE TYPE -WALL MOUNT 48" AFF S HUBBELL #1221-1 OR EQUAL. c-OND!,IJT AND WIRE DUPLF-.�. RECEFTACCLI MOUNT 18" AFF UNLESS NOTED CIRCUIT - .,52-1 OR EQUAL. 3 ELL #5 QUIPMENT ON CDOMMON SGUlr', -.E I S EQ D/F :.ON iff", BY COMMON SWITCH , EACH CIRCUIT `­ .. OF 1 -TOR ., NEUTRAL AND N f"! S'i PHASE CONDUCTOR CLE GROUND FAULT INTERRUPTING `;TAU L HUBBELL #GF -5352-1 T( ELECTRICAL CONTRACTOR SHALL %PY SIVTCH LEGS iN CONDUP_ T3 ACHIEVE SS NOTED OTHERWISE. Yi . , " Al"D ON PLANS . ELE CONTRACTOR R PR 0 0 F .;i.; A.!S,y ".1FRIAPTS INTO A COMMON HOMI'ERLZ,�� OF' A [-­G�PMON. NEUTRAL , GROUND CONDUCTOR revisions: C ITLET - HAND DRYER ",'-�.�nTORS (A AND El PHASE) u. T IN!DiCATES EQUIPMENT ON A C CIRCUIT R, NN 01 -O!JTROLLED ON SAME SWITCH Z F,., SWITCH 'CN'SENSOR FLUSH MOUNT IN CEILING. q. cz, pr®. n®. —CBX -INTRO' UNIT. PROVIDE LEVITON #6773 R 0- ADJACENT TO PANEL A. SET 'OFF" ADJUSTABLE SIC ale date -Z rill ZT100L H t W. I- 'M G R.G. Vanderweil Engineens- ha a Ail '11,111 1055 Maitland Center 'Commons Blvd. Maitland, FL 32751 (407) 660-0036