Addendum No - Port Arthur Isd

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ADDENDUM NO. ONE APRIL 5TH, 2016 TYRRELL ELEMENTARY SCHOOL ADDITIONS & RENOVATIONS Page 1 of 5 PORT ARTHUR ISD Attachements: 4 spec sections, 20 dwgs. To: Plans and Specifications for: TYRRELL ELEMENTARY SCHOOL ADDITIONS & RENOVATIONS PORT ARTHUR ISD Port Arthur, Texas Claycomb Associates, Inc. Houston, Texas 77032 14950 Heathhrow Forest Pkwy., Suite 195 This addendum is generally separated into sections for convenience; however, all contractors, subcontractors, material suppliers and other parties shall be responsible for the entire addenda. The failure to list an item or items in all affected sections of the addenda does not relieve any party affected from performing as per instructions, provided the information is set forth one time in any place in the addenda. This document shall become part of the construction documents. PROJECT MANUAL 00 10 00 INSTRUCTIONS COMPETITIVE SEALED PROPOSALS 1. Refer to part 1.6 PRE-PROPOSAL CONFERENCE A. The date of the pre-proposal conference has been revised to 2pm Thursday April 7th, 2016. 2. Refer to part 1.11 WAGE RATES A. The wage rates have been revised according to the attached listing, as provided by PAISD. 00 30 00 CONSTRUCTION PROPOSAL 1. Refer to BASE PROPOSAL dollar amount A. Add a line item below the BASE PROPOSAL for an “HVAC Breakout Price (to be comprised of products, labor & transportation for CH-1, CH-2, CT-1, CT-2)”. 00 80 00 SUPPLEMENTARY CONDITIONS 2. Refer to part 3.3.4 A. Add the following verbage: “…Every effort should be made to maintain the day-to-day operations of the school, and district’s faculty, staff & students’ access to the required existing physical facilities (i.e. portable classroom buildings, existing interior classrooms, etc) shall not be impeded for the duration of construction.” 01 02 00 ALLOWANCES 1. Refer to part 1. Add the following allowance A. EXISTING CHIMNEY PORTION REMOVAL AND CAPPING Allowance: B. A $10,000 llowance shall be included for the capping of the existing chimney upon investigation of existing condition. C. Amount of the Allowance includes: a. Products. b. Labor. c. Transportation 01 10 00 ALTERNATES 1. Refer to Alternate number four. Make the following changes A. Install a 48 inch high strip by 22 feet long on one wall of each classroom in lieu of porcelain enamel marker board. B. Amount of the Allowance includes: a. Products. b. Labor. c. Transportation 2. Refer to Alternate number five. Make the following changes A. Provide all labor, materials, equipment, etc., for complete installation of SHERWIN WILLIAM’S “SKETCH PAD” DRY ERASE COATING on ONE entire wall of each classroom in lieu of porcelain enamel marker board. 03 05 59 CONCRETE – PENETRATING TREATMENT 1. Omit this section from the project manual. 07 21 00 INSULATION GENERAL 1. Refer to Part 2 Section 2.2 item B, 1.1. Make the following changes A. 1” thick extruded polyisocyannurate with aged R value of 6. 07 21 20 INSULATION SPRAYED CELLULOSE FIBER 1. Omit this section from the project manual. 07 21 90 INSULATION FOAM IN PLACE 1. Add this section to the project manual. ADDENDUM NO. ONE APRIL 5TH, 2016 TYRRELL ELEMENTARY SCHOOL ADDITIONS & RENOVATIONS Page 2 of 5 PORT ARTHUR ISD Attachements: 4 spec sections, 20 dwgs. 07 22 10 INSULATION BUILT UP ROOF 1. Refer to Part 2 item D. Make the following changes A. The combination of roof insulation and retrofit board total must be a minimum of R-23. 07 53 60 MODIFIED BITUMEN ROOFING 1. Refer to Part 1.8 item A. Make the following changes A. “…the manufacturer will supply to the Owner the Forty (40) Year “No Dollar Limit” warrantly.” 2. Refer to Part 2.1 item C.4.e.1. Make the following changes A. “Furnish 40 year NDL “No Dollar Limit” warranty…” 3. Refer to Part 2.3 item A.1. Make the following changes A. “…by Garland or pre-approved equal.” 4. Refer to Part 2.3 item A.3. Make the following changes A. “…by Garland or pre-approved equal.” 5. Refer to Part 2.3 item A.4. Make the following changes A. “…by Garland or pre-approved equal.” 6. Refer to Part 2.3 item B.1. Make the following changes A. “…by Garland or pre-approved equal.” 7. Refer to Part 2.3 item B.2. Make the following changes A. “…by Garland or pre-approved equal. Product to have initial SRI (Solar Reflectance Index) of 90.” 8. Refer to Part 2.4 item F. Make the following changes A. “…by Garland. Provide walk pads from roof hatch to and around all roof-mounted equipment.” 08 51 13 EXTERIOR ALUMINUM FRAMED STOREFRONTS 1. Omit section 2.3 A InLighten Light Shelf from project manual. 08 71 00 FINISH HARWARE AND HARDWARE SCHEDULE 1. Omit section 2.4, part I. Mortise locksets are not to be used. 2. Refer to Part 2.5 item A. Make the following changes A. “…no vertical rods except at exterior doors as required to meet windstorm requirements.” 08 81 00 GLAZING 1. Omit Part 2 section 2.1 #9 Ticket Window from project manual. 2. Refer to Part 2.1 item #4. Make the following changes A. Replace GUARDIAN SN68 low e coating with GUARDIAN SN54. 09 51 10 ACOUSTICAL TREATMENT 1. Add this section to the project manual. 10 11 16 VISUAL DISPLAY BOARDS 1. Refer to Part 2.2 item A.1. Make the following changes A. “i) Graphics: provide marker boards with music staff lines at locations shown. 1” between staff lines.” 10 11 18 PRESENTATION DRY ERASE COVERING 1. Refer to Part 2.2 item A.1. Make the following changes A. “a) This is for a continuous strip of installation at one wall in all classrooms as an alternate.” 11 16 50 DOCK BUMPERS 1. Add this section to the project manual. 12 35 52 SPORTS STORAGE CARTS 1. Refer to Part 2 item A. Make the following changes A. Storage specialties design is based upon Wenger Corporation Gear Boss SportCart. 28 31 00 – FIRE DETECTION AND ALARM SYSTEM 1. Add this section to the project manual. 28 31 02 – EXPANSION OF EXISTING FIRE DETECTION AND ALARM SYSTEM 1. Delete specification 28 31 02 and replace with new specification 28 31 00. GENERAL ARCHITECTURAL 2. Existing Playground Equipment: A. All existing playground equipment, including ball pole are to be relocated to area specified on 1.03. B. Existing area drain, if applicable, to remain. C. No new playground equipement is needed as part of this project. 3. All exterior walls including Wall Type(s) “V” & “M” shall have 1” of continuous insulation as specified in section 07 21 00. 4. Rigid Insulation and cover board shall be installed over all metal deck. Mansard roofs shall not receive insulation. ADDENDUM NO. ONE APRIL 5TH, 2016 TYRRELL ELEMENTARY SCHOOL ADDITIONS & RENOVATIONS Page 3 of 5 PORT ARTHUR ISD Attachements: 4 spec sections, 20 dwgs. PROJECT DRAWINGS SHEET 1.06 SITE DETAILS 1. Detail #6 Concrete Mow Strip Detail D. Mow strip is continuous at base of perimeter chain link fence Ref 1.03 for fence location. SHEET 2.30 PAVING PLAN - REISSUE SHEET 1. Revised limits of courtyard paving. SHEET 3.1 1. Revised Cast-in-place concrete Note #4 to state, “ALL CONCRETE SHALL UTILIZE NORMAL-WEIGHT AGGREGATE UNLESS NOTED OTHERWISE.” SHEET 3.2 1. Detail 3: Revised deck type over media center canopy to 3”, 20GA Type “N” deck to match the adjacent portion of media center. See attached sheet. ALL PLAN SHEETS: Revised grid label “2.4” to “2.2” to coordinate with architectural drawings. SHEET 3.11 (REISSUED SHEET) 1. Plan 1: Revised pier sizes as required for additional topping concrete. Revised Grid 2.4 label to “2.2” to match architectural drawings. SHEET 3.12 (REISSUED SHEET) 1. Plan 1: Revised pier sizes as required for additional topping concrete. SHEET 3.21 (REISSUED SHEET) 1. Plan 1: Revised topping thickness in callout on plan. Added detail reference 9/3.54 near 12” CMU firewall along grid 9. Revised plan note #6 to increase topping slab on precast planks. SHEET 3.22 (REISSUED SHEET) 1. Plan 1: Revised topping thickness in callout on plan. Revised plan note #6 to increase topping slab on precast planks. Revised dimensions at dumpster enclosure. SHEET 3.52 (REISSUED SHEET) 1. Detail 1: Revised GRADE BEAM SCHEDULE for additional 1” topping thickness, and for access through crawl space at the media center. See attached sheet. SHEET 3.53 (REISSUED SHEET) 2. Details 1, 3, and 4: Revised topping thickness in details to specify 11” total thickness floor slab. See attached sheet. SHEET 3.54 (REISSUED SHEET) 1. Details 1, 2, 3, and 4: Revised topping thickness in details to specify 11” total thickness floor slab. See attached sheet. 2. Added Details 8 and 9 for support of brick veneer. SHEET 3.55 1. Detail 2: Added continuous waterstop at bottom of new 6” concrete wall, 2” from exterior face of wall. SHEET 3.64 (REISSUED SHEET) 1. Detail 9: Added angle bracing to support plate for WON door. See attached sheet. SHEET 3.65 (REISSUED SHEET) 1. Details 5, and 6: Revised deck over canopy to 3” acoustical metal deck to match the adjacent portion over media center. See attached sheet. SHEET 4.01 1ST FLOOR PLAN – OVERALL - REISSUE SHEET 1. 1 ST FLOOR PLAN – OVERALL: Added grid (1.6) and included additional dimensions. SHEET 4.11 2ND FLOOR PLAN – OVERALL - REISSUE SHEET 1. 2 ND FLOOR PLAN – OVERALL: Added grid (1.6) and included additional dimensions. SHEET 4.21 STAIRS & ENLARGED PLANS - REISSUE SHEET 1. ENLARGED STAIR PLAN(s) A. #4, #6 & #7 omit note “STEEL PAN STAIR W/CERAMIC TILE TREAD AND RISERS AS SPEC” update note to read as follows: STEEL PAN STAIR W/RUBBER TREAD AND RISERS AS SPEC. B. #4 ENLARGED STAIR PLAN – A101, INCLUDE WON DOOR A101 REFERENCE UPDATED DOOR SCHEDULE 5.60 ADDENDUM NO. ONE APRIL 5TH, 2016 TYRRELL ELEMENTARY SCHOOL ADDITIONS & RENOVATIONS Page 4 of 5 PORT ARTHUR ISD Attachements: 4 spec sections, 20 dwgs. C. #5 ENLARGED STAIR PLAN – A201, INCLUDE WON DOOR A201 REFERENCE UPDATED DOOR SCHEDULE 5.60 SHEET 4.31 PLAN DETAILS 1. PLAN DETAIL #5 & #6 are to have a 2 ½” E.J. SHEET 4.32 PLAN DETAILS 1. PLAN DETAIL #5, omit INTUMECSENT PAINT included in note “STEEL COLUMN WITH INTUMECSENT PAINT TO MATCH 8C REF STRUCT” column(s) are to be painted to match 8C per 09 91 00 Specifications. 2. PLAN DETAIL #2, INCLUDE STEEL ANGLE AND EMBED PLATE AT BRICK LEDGE, REF STRUCTURAL DTL(S) 8 & 9/3.54 SHEET 4.51 2ND FLOOR PLAN – EXISTING REPAIRS 1. Add keynote (R2) to C217 EXIST CLSRM & D200 EXIST CORRIDOR plan north adjacent to B219 EXIST CLSRM. SHEET 5.04 ROOF DETAILS - METAL 1. DETAIL #4 “MOD BIT R-MER WALL PANEL & #5 MOD BIT ROOF FLASHING. A. The ‘MIN 40 MIL SELF ADHERING UNDERLAAYMENT” SHALL BE OVER 3/4 SHEATHING OVER MTL STUD. SHEET 5.12 EXTERIOR ELEVATIONS 1. Elevation #2 “CAST STONE SURROUND AT MEDIA” replace ACM CAP note to be CAST STONE CAP SHEET 5.16 INTERIOR ELEVATIONS 1. Elevation #4, note “3/4” OAK SILHOUETTE REF DTL 17/5.17” – detail should call for 5/5.16 2. Detal #10 – omit reference of “DTL 3/5/31” form “ALT #5 REF SPECS” note SHEET 5.31 WALL SECTION DETAILS 1. Detail #7 OVERHANG DETAIL – Dashed line under soffit represent soffit panel as specified. Update to “SOFFIT PANEL OVER 3/4” PLYWD OVER METAL TRUSS EXTENSION” SHEET 5.60 DOOR SCHEDULE, FRAME AND DOOR TYPES – REISSUE SHEET 1. DOOR SCHEDULE – AREA A A. Add Won Door A101 adjacent to A101 STAIR. B. Add Won Door A201 adjacent to A201 STAIR. 2. (2) HM FRAME TYPES: A. Frame type “D” 3’-0” wide has changed to type “E” . B. Frame type “E” 6’-0” wide has changed to type “D”. C. Frame type “F” has been omitted. SHEET 5.61 WINDOW TYPE ELEVATIONS – REISSUE SHEET 1. ALUMINUM FRAME TYPE(S) A. Frame type (6) & (9) have been included. SHEET 5.62 DOOR & WINDOW DETAILS-ALUM 1. The Note “MTL. TRIM (TYP), refers to “Metal Corner Trim” SHEET 7.01 1ST FLOOR FINISH AND FIXTURE PLAN – AREA “A” 1. Omit 5B from the “FIXTURE SCHEDULE” 2. “FIXTURE SCHEDULE” 6F (LOUNGE – 2” CUSHION) are located in the A123 MEDIA CENTER adjacent to A101 STAIR 3. Include 5C “METAL STORAGE SHELVING” at all classroom “STOR” closets, ref plan 4. Include 5A “HIGH DENSITY STORAGE” in A120 AV/STRG along west wall 5. Include 5C “METAL STORAGE SHELVING” in A120 AV/STRG along all remaining walls, reference plan.l SHEET 7.02 1ST FLOOR FINISH AND FIXTURE PLAN – AREA “B” 1. Omit 5B from the “FIXTURE SCHEDULE” 2. Include 5C “METAL STORAGE SHELVING” at all classroom “STOR” closets. SHEET 7.11 2ND FLOOR FINISH AND FIXTURE PLAN – AREA “A” 1. Omit 5B from the “FIXTURE SCHEDULE” 2. Include 5C “METAL STORAGE SHELVING” at all classroom “STOR” closets. ADDENDUM NO. ONE APRIL 5TH, 2016 TYRRELL ELEMENTARY SCHOOL ADDITIONS & RENOVATIONS Page 5 of 5 PORT ARTHUR ISD Attachements: 4 spec sections, 20 dwgs. SHEET 7.12 2ND FLOOR FINISH AND FIXTURE PLAN – AREA “B” 1. Omit 5B from the “FIXTURE SCHEDULE” 2. Include 5C “METAL STORAGE SHELVING” at all classroom “STOR” closets. SHEET 8.0 MEP SITE PLAN – REISSUE SHEET 1. Added key note #19. 2. Revised key note #7 3. Relocated transformer. 4. Rerouted primary conduits. 5. Rerouted gas line. 6. Rerouted shunt trip conduit and wire. 7. Rewired site lighting to limit conduits. 8. Crossing primary easement. 9. Rerouted secondary conduits. 10. All conduits were rerouted to go around temp building. SHEET 10.2 FIRST FLOOR LIGHTING PLAN AREA ‘B’ – REISSUE SHEET 1. Change type ‘LE’ to ‘L’. 2. Added type ‘X1’ on plan west wall above stairs. SHEET 10.21 ELECTRICAL DETAILS – REISSUE SHEET 1. Deleted fixture ‘LE’. SHEET 10.42 ELECTRICAL ONE LINE DIAGRAM – REISSUE SHEET 1. Revised key note #19 and #20. 2. Revised AIC on switchboard. INSULATION FOAM-IN-PLACE 07 21 90 INSULATION FOAM-IN-PLACE PART 1. PART 1 - GENERAL 1.1 1.1 SECTION INCLUDES A. B. 1.2 This Section specifies a spray polyurethane foam ( SPF ) air barrier in exterior wall assemblies. 1. SPEC NOTE: COORDINATE RELATED WORK REQUIREMENTS WITH CONTENTS OF REFERENCED SPECIFICATION SECTIONS. SURFACES TO RECEIVE SPRAYFOAM, SHOULD BE FREE FROM DIRT, DRY RELEASE AGENTS, ETC. (PAINT READY) References 1. ASTM C 518 – Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. 2. ASTM C 1338 – Standard Test Method for Determining Fungi Resistance of Insulation Materials and Facings 3. ASTM D 1621 – Standard Test Method of Compressive Properties of Rigid Cellular Plastics 4. ASTM D 1622 – Standard Test Method for Apparent Density of Rigid Cellular Plastics 5. ASTM D 4541 – Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers 6. ASTM E 84 – Standard Test Method for Surface Burning Characteristics of Building Materials 7. ASTM E 96 – Standard Test Method for Water Vapor Transmission of Materials 8. ASTM E 283 – Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen 9. ASTM E 783 – Standard Test Method for Field Measurement of Air Leakage Through Installed Exterior Windows and Doors 10. ASTM E 1105 – Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform or Cyclic Static Air Pressure Difference 11. ASTM E 1186 – Standard Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems 12. ASTM E 2178 – Standard Test Method for Air Permeance of Building Materials 13. NFPA 285 – Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components. 14. NFPA 286 – Standard Methods of Fire Tests for Evaluating Room Fire Growth Contribution of Wall and Ceiling Interior Finish 15. “EPA Ventilation Guidance document” 16. "Guidance on Best Practices for the Installation of Spray Polyurethane Foam" by the Spray Foam Coalition of the American Chemistry Council Center for the Polyurethane Industry. 17. "Ventilation Consideration for Spray Polyurethane Foam" by the Spray Foam Coalition of the American Chemistry Council Center for the Polyurethane Industry. 18. CPI Safety and Health information provided at: www.spraypolyurethane.org. 19. Health and Safety documents found on the Spray Polyurethane Foam Alliance (SPFA) website: www.sprayfoam.org. 1.2 PERFORMANCE REQUIREMENTS A. B. 1.3 07 21 90 2 Material Performance: Provide materials which have an air permeance not to exceed 0.004 (cfm/ft ) under a 2 pressure differential of 0.3 in. water (1.57 psf) (0.02 L/s•m @ 75 Pa.) when tested according to ASTM E 283. 1. Assemblies (exterior walls) shall comply with NFPA 285 Connections to Adjacent Materials: Provide connections to prevent air leakage migration at the following locations: 1. Foundation and walls, including penetrations, ties and anchors. 2. Walls, windows, curtain walls, storefronts, louvers or doors. 3. Dissimilar wall assemblies and fixed openings within those assemblies. 4. Wall and roof connections. 5. Floors over unconditioned space. 6. Walls, floor and roof across construction, control and expansion joints. 7. Walls, floors and roof to utility, pipe and duct penetrations. 8. Seismic and expansion joints. 9. All other leakage pathways in the building envelope. SUBMITTALS INSULATION FOAM-IN-PLACE 07 21 90 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 1 OF 6 INSULATION FOAM-IN-PLACE 07 21 90 A. B. Submittals: Submit in accordance with Division 1 requirements. Contractor Qualifications: Submit certificates of completion for all workers for Center For Polyurethane Industry ( CPI ) Health And Safety Training Course. C. Quality Assurance Program: Submit evidence of current accreditation and certification under the Spray Polyurethane Foam Alliance (SPFA) Professional Certification Program or by manufacturer.. D. Product Data: Submit manufacturer’s product data, manufacturer's printed instructions for evaluating, preparing, and treating substrate, temperature and other limitations of installation conditions, technical data, and tested physical and performance properties. 1. Submit letter from primary materials manufacturer indicating approval of products not manufactured by primary manufacturer. 2. Include statement that materials are adhesively and chemical compatible with adjacent materials proposed for use. 3. Submit reports indicating that field peel-adhesion test on all materials to which sealants are adhered have been performed and the changes made, if required, to other approved materials, in order to achieve successful adhesion. 4. Submit research / evaluation report for foam plastic insulation from ICC-ES or equivalent 5. Include VOC content of each material. 6. Include a statement that materials are compatible with adjacent material proposed for use. 7. Include recommended values for field adhesion test on each substrate. E. Samples: Submit clearly labeled samples, 3 by 4 inch (75 mm by 100 mm) minimum size of each material specified. F. Shop Drawings of Mock-Up: Submit shop drawings of proposed mock-ups showing plans, elevations, largescale details, and connections to the test apparatus. G. Field Test Results of Mock-Up: Submit test results of air leakage test and water leakage test of mock-up in accordance with specified standards, including retesting if initial results are not satisfactory. H. Shop Drawings: Submit shop drawings showing locations and extent of air barrier assemblies and details of all typical conditions, intersections with other envelope assemblies and materials, membrane counterflashings, and details showing how gaps in the construction will be bridged, how inside and outside corners are negotiated, how materials that cover the air barrier are secured with air-tight condition maintained, and how miscellaneous penetrations such as conduits, pipes electric boxes and similar items are sealed. 1.4 QUALITY ASSURANCE A. Installer Qualifications: A firm with experience installing insulation systems of the type specified. 1. Show contractor/supplier level accreditation by Spray Polyurethane Foam Alliance Accreditation Program or other equivalent industry training. 2. Approved or certified by the foam manufacturer as qualified to install the specified system. 3. Provide information concerning projects similar in nature to the one proposed including location and person to be contacted. B. Manufacturer: Obtain primary materials from a single manufacturer regularly engaged in manufacturing air barrier membranes. Obtain secondary materials from a source acceptable to the primary materials manufacturer. Manufacturer shall be a member of CPI and ISO 9002 Certified. C. Accredited Laboratory Testing for Materials: Laboratory accredited by International Accreditation Service Inc. (IAS), American Association for Laboratory Accreditation (A2LA), or the Standards Council of Canada (SCC). D. VOC Regulations: Provide products which comply with applicable regulations controlling the use of volatile organic compounds. E. Preconstruction Meeting: General Contractor to organize and convene a minimum of two weeks prior to commencing Work of this Section. Agenda shall include, at a minimum, construction and testing of mockup, sequence of construction, coordination with substrate preparation, materials approved for use, compatibility of materials, coordination with installation of adjacent and covering materials, and details of construction. Construction site safety will be discussed to review hazards or fire risks during application. Attendance is required by representatives of related trades including covering materials, substrate materials and adjacent materials. F. Field Quality Assurance: Implement the ABAA Quality Assurance Program requirements. Cooperate with any auditors and independent testing and inspection agencies engaged by the Owner. Do not cover air barrier until it has been accepted. G. Mock-Ups: General Contractor is responsible for coordinating the construction and testing of the mock-up per Division I requirements. Mock-up shall be representative of primary exterior wall assemblies and glazing assemblies including backup wall and typical penetrations as acceptable to the Architect. Mock-up shall be approximately 8 feet long by 8 feet high and include all components in the exterior wall assembly. H. Mock-Up Tests for Air and Water Infiltration: Test mock-up for air and water infiltration in accordance with ASTM E 1186 (air leakage location) or ASTM E 783 (air leakage quantification), and ASTM E 1105 (water INSULATION FOAM-IN-PLACE 07 21 90 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 2 OF 6 INSULATION FOAM-IN-PLACE I. 1.5 B. C. B. B. 2.1 Temperature: Install air barrier and auxiliary materials to within range of ambient and substrate temperatures recommended by the air barrier system manufacturer. Do not apply air barrier to a damp or wet substrate. Field Conditions: Do not install air barrier to substrates in areas exposed to or contaminated by, snow, rain, fog, or mist. Do not install air barrier when the temperature of substrate surfaces and surrounding air temperatures are below those recommended by the manufacturer. WARRANTY A. PART 2. Deliver materials to Project site in original packages with seals unbroken, labeled with manufacturer's name, product, date of manufacture, and directions for storage. Store materials in their original undamaged packages in a clean, dry, protected location and within temperature range required by air barrier membrane manufacturer. Protect stored materials from direct sunlight. Empty containers, excess materials and debris should be removed from site as soon as possible for recycling. Recycle and disposal should follow all applicable regulatory requirements. Handle materials in accordance with manufacturer’s recommendations and applicable regulatory requirements. PROJECT CONDITIONS A. 1.7 penetration). Use smoke tracer to locate sources of air leakage. If deficiencies are found, reconstruct mock-up and retest until satisfactory results are obtained. Deficiencies include air leakage beyond values specified, uncontrolled water leakage, unsatisfactory workmanship. 1. Perform the air leakage tests and water penetration test of mock-up prior to installation of cladding and trim but after installation of all fasteners for cladding and trim and after installation of other penetrating elements. Mock-Up Tests for Adhesion: Test mock-up of materials for adhesion in accordance with manufacturer’s recommendations. Perform test after curing period recommended by the manufacturer. Record mode of failure and area which failed in accordance with ASTM D 4541. When the air barrier material manufacturer has established a minimum adhesion level for the product on the particular substrate, the inspection report shall indicate whether this requirement has been met. Where the manufacturer has not declared a minimum adhesion value for their product/substrate combination, then the inspector shall simply record the value. DELIVERY, STORAGE, AND HANDLING A. 1.6 07 21 90 Material Warranty: Provide manufacturer’s standard product warranty, for a minimum 3 year from date of Substantial Completion of spray foam application. Installation Warranty: Provide installer’s 3 year warranty from date of Substantial Completion of spray foam application, including all components of the air barrier assembly, against failures including loss of air tight seal, loss of watertight seal, loss of adhesion, loss of cohesion, failure to cure properly. PRODUCTS MATERIALS A. B. C. Spray Polyurethane Foam Air Barrier: Spray-applied proprietary materials as specified. Subject to compliance with ASTM C 1029 and the following properties: Properties 1. Density: Nominal 2.0 lbs/cf per ASTM D 1622 2. Closed-cell content: Greater than 90% per ASTM D 6226 3. Design R-Value: R-6.7 per inch for a total of 4.5 inches and an R value of 30 per ASTM C 518 4. Flame spread: 25 or less per ASTM E 84 5. Smoke developed: 450 or less per ASTM E 84 6. Compressive strength: 26 psi (min.) per ASTM D 1621 7. Tensile strength: 62.4 psi (min.) per ASTM D 1623 Type C 8. Incorporating a zero ozone depleting blowing agent 9. Water vapor transmission: 1.39 perms per inch thickness per ASTM E 96 Products 1. SPRAYTITE 81206 by BASF Corporation, 1703 Crosspoint Ave Houston, TX 77054 ( 1-800-888-3342 ) www.spf.basf.com INSULATION FOAM-IN-PLACE 07 21 90 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 3 OF 6 INSULATION FOAM-IN-PLACE 2.2 07 21 90 AUXILIARY MATERIALS A. Sealant at Transitions in Substrate and Connections to Adjacent Elements: Lowmodulus pre-cured silicone extrusion and sealant for bonding extrusions to substrates; Spectrem Simple Seal by Tremco or Bondaflex Silbridge 300 by May National Associates. B. Transition Membrane between Air Barrier Membrane and Roofing and Other Adjacent Materials: Comply with both air barrier manufacturer’s recommendations and material manufacturer’s recommendations. The following materials should also be used to flash around windows, wall penetrations, etc. in accordance with local building codes. 1. ENERSHIELD-I air/water resistive barrier by BASF Corp, including: a) ENERSHIELD-I fluid-applied air/water-resistive barrier membrane. b) SHEATHING FABRIC reinforced non-woven polyester fabric. c) Transition membranes: TF MEMBRANE polyester-faced 30-mil thick self-sealing, self-healing rubberized asphalt coating; TF WRAP 20-mil thick self-sealing rubberized asphalt coating laminated to polyethylene film. d) Flashing Primer: FLASHING PRIMER water-based primer. C. Counter flashing for Masonry Through-Wall Flashing: One of the following and as acceptable to the spray polyurethane foam air barrier manufacturer: 1. Air-Shield by W. R. Meadows, Inc. 2. Blueskin TWF by Henry. 3. Hyload S/A Through Wall Flashing by Hyload, Inc. 4. CCW 705 by Carlisle Coatings & Waterproofing D. Foam stop angle: Metal or plastic angle used for foam stop 1. Cold rolled galvanized metal 2. Aluminum 3. Stainless steel 4. Extruded plastic equal to Jam-Ex by EXO-TEC Manufacturing, Inc. E. Primers: Use primers when deemed necessary for SPF adhesion to substrates. F. Portable SPF Application Units: Class 1, nominal 2 lb per cubic foot density, closed-cell SPF 1. Versi-Foam by RHH 2. Touch n’ Seal by Convenience Products G. One component Foams (OCF): Use OCF around windows and doors. H. I. Brick Ties: Ties should be able to be used in Spray Polyurethane Foam applications. The following are examples of approved brick ties, but they are not limited to these ones listed below: 1. HB-200/DA-213 by Hohmann & Barnard, Inc 2. BL-407 by Blok-Lok PART 3. 3.1 PART 3 - EXECUTION EXAMINATION A. The general contractor shall examine substrates, areas, and conditions under which air barrier assemblies will be applied, with installer present, for compliance with requirements. 1. Verify that surfaces and conditions are suitable prior to commencing work of this section. Do not proceed with installation until unsatisfactory conditions have been corrected. 2. Do not proceed with installation until after minimum concrete curing period recommended by concrete manufacturer. 3. Ensure that the following conditions are met: a) Surfaces are sound, dry, even, and free of oil, grease, dirt, excess mortar or other contaminants b) Concrete surfaces are cured and dry, smooth without large voids, spalled areas or sharp protrusions. c) Masonry joints are flush and completely filled with mortar, and all excess mortar sitting on masonry ties has been removed. 4. Verify substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D 4263 and take suitable measures until substrate passes moisture test or moisture meters. 5. Verify sealants used in sheathing are compatible with membrane proposed for use. Perform field peeladhesion test on materials to which sealants are adhered. 6. Notify Architect or designated representative in writing of anticipated problems using air barrier over substrate prior to proceeding. INSULATION FOAM-IN-PLACE 07 21 90 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 4 OF 6 INSULATION FOAM-IN-PLACE 3.2 SURFACE PREPARATION A. B. C. 3.3 07 21 90 Clean, prepare, and treat substrate according to manufacturer's written instructions. Provide clean, dustfree, and dry substrate for air barrier application. 1. Ensure that penetrating work and clean up by other trades is in place and complete. 2. Prepare surfaces by air blast, vacuum, brushing, scrubbing, scraping, or grinding to remove loose mortar, dust, oil, grease, oxidation, mill scale and other contaminants which will affect adhesion and integrity of the spray polyurethane foam. 3. Wipe down metal surfaces to remove release agents or other noncompatible coatings, (prime if necessary to insure adhesion), using clean sponges or rags soaked in a cleaning material compatible with the spray polyurethane foam. 4. Ensure veneer anchors are in place and compatible with the spray foam. Prime substrate for application of sheet membrane transition strips as recommended by manufacturer and as follows: 1. Prime masonry, concrete substrates with conditioning primers. 2. Prime glass-fiber surfaced gypsum sheathing an adequate number of coats to achieve required bond, with adequate drying time between coats. 3. Prime wood, metal, and painted substrates with primer. 4. Prepare, treat, and seal vertical and horizontal surfaces at terminations and penetrations through air barrier and at protrusions. 5. Read all material safety data sheets (if applicable) for being installed and coordinate requirements with other trades. 6. Discuss the spray areas and plans for safely protecting workers performing the application and keeping others out of that area during the application (spraying). Protection from Spray Applied Materials on project conditions and as follows: 1. Mask and cover adjacent areas to protect from over spray. 2. Ensure any required foam stop or back up material are in place to prevent over spray and achieve complete seal. 3. Seal off existing ventilation equipment. Install temporary ducting and fans to ensure fumes are exhausted. Provide for make-up air if necessary. Please consult the EPA ventilation document found at the following link: http://www.epa.gov/dfe/pubs/projects/spf/ventilation-guidance.html 4. Erect barriers, isolate area and post warning signs to advise non-protected personnel to avoid the spray area. 3.3 INSTALLATION A. Transition Strip Installation: Install transition strip materials to provide continuity throughout the building envelope. Install materials in accordance with manufacturer's recommendations and the following: 1. Position subsequent sheets of transition strips applied above so that membrane overlaps the membrane sheet below by a minimum of 3 inches, unless greater overlap is recommended by manufacturer. Roll into place with roller. 2. Overlap horizontally adjacent pieces of transition strips a minimum of 3 inches, unless greater overlap is recommended by manufacturer. Roll seams with roller. 3. Seal around all penetrations with termination mastic, extruded silicone sealant, membrane counterflashing or other procedure in accordance with manufacturer’s recommendations. 4. Connect air barrier in exterior wall assembly continuously to the air barrier of the roof, to concrete below-grade structures, to windows, curtain wall, storefront, louvers, exterior doors and other intersection conditions and perform sealing of penetrations, using accessory materials and in accordance with the manufacturer’s recommendations. 5. At changes in substrate plane, provide transition material (bead of sealant, mastic, extruded silicone sealant, membrane counterflashing or other material recommended by manufacturer) under membrane to eliminate all sharp 90 degree inside corners and to make a smooth transition from one plane to another. 6. Provide mechanically fastened non-corrosive metal sheet to span gaps in substrate plane and to make a smooth transition from one plane to the other. Membrane shall be continuously supported by substrate. 7. At through-wall flashings, seal exposed top edge of strip with bead of mastic as recommended by manufacturer. 8. At deflection and control joints, provide backup for the membrane to accommodate anticipated movement. 9. At expansion and seismic joints provide transition to the joint assemblies. 10. Apply a bead or trowel coat of mastic along membrane seams at reverse lapped seams, rough cuts, and as recommended by the manufacturer. INSULATION FOAM-IN-PLACE 07 21 90 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 5 OF 6 INSULATION FOAM-IN-PLACE B. 3.4 07 21 90 11. At end of each working day, seal top edge of membrane to substrate with termination mastic. 12. Do not allow materials to come in contact with chemically incompatible materials. 13. Do not expose membrane to sunlight longer than as recommended by the manufacturer. Spray Application of Polyurethane: Install materials in accordance with manufacturer's recommendations. 1. Follow industry health and safety practices as outlined on www.spraypolyurethane.org 2. Equipment used to spray polyurethane foam shall comply with the manufacturer’s recommendations for the specific type of application. A daily record of equipment settings shall be kept for length of warranty period. Each proportioner unit shall supply only one spray gun 3. Apply only when surfaces and environmental conditions are within limits prescribed by the material manufacturer. 4. Apply a “ cove “ of spray foam at all interior corners and transition membrane details using “ picture frame” spray technique and let cool to within 10 degrees of ambient temperature before applying additional SPF. 5. Apply in consecutive passes as recommended by manufacturer to thickness as indicated on drawings. Passes shall be not less than 1/2 inch unless feathering for tying in to existing installed SPF and not greater than 2 inches. Detail work/thickness, shall be performed in accordance with manufacturer’s recommendations. 6. When applying to flexible plastic flashings and self-adhering flashings and membranes do not exceed 1inch thick on the first pass. If such membranes are “ Winter Grade “, do not exceed ½ inch thick. 7. Install within manufacturer’s tolerances, but not more than minus 1/4 inch or plus 1/2 inch. 8. Do not install spray polyurethane foam within 3 inches of heat emitting devices such as light fixtures and chimneys. 9. Finished surface of foam insulation to be free of voids and embedded foreign objects. 10. Remove masking materials and over spray from adjacent areas immediately after foam surface has hardened. Ensure cleaning methods do not damage work performed by other sections. 11. Trim, as required, any excess thickness that would interfere with the application of cladding/covering system by other trades. 12. Clean and restore surfaces soiled or damaged by work of the section. Consult with section of work soiled before cleaning to ensure methods used will not damage the work. 13. Complete connections to other components and repair any gaps, holes or other damage using material as recommended by the manufacturer. 14. Care must be taken to avoid installations that result in non-restrained edges of the SPF when applied over self-adhering membranes. FIELD QUALITY CONTROL A. B. C. Installer self-inspection: The installer shall conduct daily inspections and record the results of these inspections on a Daily Work Record. These Daily Work Records shall be made available upon request. Owner’s Inspection and Testing: Cooperate with Owner’s testing agency, if utilized. Allow access to work areas and staging. Notify Owner’s testing agency in writing of schedule for Work of this Section to allow sufficient time for testing and inspection. Daily inspection and testing may be required. Do not cover Work of this Section until testing and inspection is accepted. PROTECTING AND CLEANING 1. Protect air barrier assemblies from damage during application and remainder of construction period, according to manufacturer's written instructions. a) Coordinate with installation of materials which cover the SPF air barrier system, to ensure exposure period does not exceed that recommended by the air barrier manufacturer. 2. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction and acceptable to the primary material manufacturer. END OF SECTION INSULATION FOAM-IN-PLACE 07 21 90 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 6 OF 6 ACOUSTICAL TREATMENT 09 51 10 PART 1. GENERAL 1.1 DESCRIPTION A. Work Included: Suspended exposed grid with filler panels of acoustical ceiling boards as indicated on the Drawings. 1.2 QUALITY ASSURANCE A. Codes and Standards: Comply with all pertinent codes and regulations and the following references: 1. ASTM C 635: "Standard Specifications for Metal Suspension Systems for Acoustical Tile and Lay-in Ceilings" 2. ASTM C 636: "Recommended Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels" 3. Federal Specification: SS-S-118A 1.3 SUBMITTALS A. Manufacturer's Certification: Upon completion of this Work, and as a condition of its acceptance, deliver to Architect two copies of a letter signed by an officer of the firm manufacturing the acoustical ceiling boards and stating that the acoustical ceiling boards will retain their dimensional stability for a period of not less than five years following installation. PART 2. PRODUCTS 2.1 GRID SYSTEMS A. Manufacturers: Grid Function Fire Rated Suspension Grid 15/16” Brands Grid Name Armstrong USG Certainteed Ceilings Prelude XL Fire Guard DX/DXL Fire Rated Classic Stab B. General: The system shall meet the requirements of ASTM C 635 for intermediate duty and be complete with supporting members, anchors, wall cornices, adapters for light fixtures and ceiling grilles, plus accessories of every nature required for a complete installation. Cross tees and main runners shall have a minimum height of 1-1/2". C. Color: White 2.2 ACOUSTICAL CEILING BOARDS A. Manufacturers: Ceiling Function Tile Size B. Tile Name Model # 24”x24”x5/8” Square Lay-In Armstrong USG Certainteed Ceilings Fine Fissured Radar Climaplus 1728 2210 Fine Fissured HHF-157 Fine Fissured Radar Cllmaplus 1729 2410 48”x24”x5/8” Square Lay-In Armstrong USG Certainteed Ceilings USG Certainteed Ceilings Fine Fissured HHF-197 Radar Climaplus 2415 Fine Fissured PFF-197 (PR) Georgian High Washability 794 Non-Rated Acoustical Tile Food Preparation Areas Brands 24”x24”x5/8” Square Lay-In Armstrong General: Acoustical ceiling boards shall be: ACOUSTICAL TREATMENT 09 51 10 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 1 OF 3 ACOUSTICAL TREATMENT 09 51 10 1. 2. 3. 4. Nominally sized per drawings but properly dimensioned to fit the grid pattern shown on the Drawings. Shall have a Noise Reduction Coefficient (NRC) of .55 to .65 Flame spread index of 0-25 in accordance with Class 1 requirements of Federal Specification SS-S-118-b. From the same manufacturer as the grid - provide manufacturer’s 5 year extended warranty against sag. 2.3 ACOUSTICAL WALL TREATMENT A. Tectum: 1" thick, Tectum Inc., color pre-finished white, beveled edge as indicated on drawings. 2.4 OTHER CEILING MATERIALS A. Other materials, not specifically described but required for a complete and proper installation, shall be as selected by the Contractor subject to the approval of the Architect. PART 3. EXECUTION 3.1 SURFACE CONDITIONS A. Inspection: 1. Inspect installed work of other trades and verify that such work is complete. 2. Verify that suspended acoustical ceiling may be installed in accordance with the original design, all codes and regulations, and approved Shop Drawings. B. Discrepancies: 1. In the event of discrepancy, notify the Architect. 3.2 INSTALLATION OF GRID A. General: 1. Erect metal members in the pattern shown on the Drawings, spacing members symmetrically about the centerline of areas in both directions. 2. Space hanger wires a maximum of four feet on centers along main runners. 3. Accurately level all main runners; space main runners a maximum of four feet on centers. 4. Space cross members as shown on the Drawings. All cross members face surfaces shall be installed (flush with main runner face surfaces) and secure to main runners and wall angles in accordance with the approved Shop Drawings. 5. Anchor wall angle members in place; provide and install one holddown clips for all ceiling boards. B. Tolerances: Level grid within a tolerance of one in 500 and straight within a tolerance of one in 1000. 3.3 LATERAL BRACING A. General: 1. Furnish and install lateral bracing consisting of at least twelve gauge wire, splayed at 45 degrees, in the following locations: a. At the midpoint of unsupported partitions exceeding twelve lineal feet. b. At twelve feet on center each way in large ceiling areas not restrained by partitions. B. Method of Attachment: Secure all lateral bracing to structural members; secure at right angles to the direction of the partition and four way in large ceiling areas. 3.4 INSTALLATION OF ACOUSTICAL CEILING BOARDS A. General: Install all acoustical ceiling boards in the exposed grid system so that linearity of facing is in one direction only, and to the approval of the Architect. B. Retention Clips: Install one clip at mid-point of one side of each ceiling board with one clip per board. This will provide two points of retention per board. 3.5 CLEANING UP ACOUSTICAL TREATMENT 09 51 10 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 2 OF 3 ACOUSTICAL TREATMENT 09 51 10 A. Remove finger prints and traces of soil from surfaces of grid and acoustical ceiling boards, using only cleaning materials specifically recommended for the purpose by manufacturers of materials cleaned. END OF SECTION ACOUSTICAL TREATMENT 09 51 10 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 3 OF 3 DOCK BUMPERS 11 16 50 DOCK BUMPERS PART 1. GENERAL: 1.1 DESCRIPTION: A. 1.2 2.1 3.1 DOCK BUMPERS: Manufacturer: Durable Corporation, 75 N. Pleasant St., Norwalk, Ohio 44857, phone 1-800-540-6506 Model: B4510-14” Material: Truck tire tread, pressure-laminated; structural angles EXECUTION: SURFACE CONDITIONS: A. B. 3.2 Installation Methods: Submit two copies of manufacturer's recommended installation method showing all requirements for anchoring. PRODUCTS: A. B. C. PART 3. Dock bumpers required for this work are indicated on the drawings. SUBMITTALS: A. PART 2. 11 16 50 Inspection: 1. Inspect installed work of other trades and verify that such work is complete to a point where the work may commence. 2. Verify that installation may be made in accordance with approved manufacturer's instructions. Discrepancies: 1. In event of discrepancy, notify Architect. INSTALLATION: A. Install two (2) where indicated, anchoring all components firmly in place in complete accordance with the manufacturer's recommendations. END OF SECTION DOCK BUMPERS 11 16 50 PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION, #21532 CLAYCOMB ASSOCIATES, INC. 04/05/2016 ADDENDUM #1 PAGE 1 OF 1 FIRE DETECTION AND ALARM SYSTEM 28 31 00 FIRE DETECTION AND ALARM SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. B. 1.2 Provide all detailed engineering, documentation, materials and devices, installation, calibration, software programming and check-out necessary for a complete and fully operational fire detection and alarm system in accordance with the full intent and meaning of the drawings and specifications including, but not limited to, the following: 1. Supply, install and connect all hardware necessary to provide a complete and operational fire detection and alarm system. 2. Supply, install and wire all field hardware, fire alarm control panel, power supplies, power circuits, alarm initiating devices, audible and visual alarm devices, auxiliary control relays, signal initiating and signaling devices, conduits, wires, fittings and all accessories required for the system to perform as specified as required. 3. Supply, install, debug and test all software required to provide all software functions described in accordance with the full intent and meaning of the drawings and specifications. 4. Coordinate the work specified under this Section with other trades and contractors to assure a complete and fully operational system. The intent of fire detection and alarm system work is specified in this section and indicated on the drawings. The installing contractor shall design and provide a complete system, meeting the requirement of Specification Section 28 31 00. The Contractor shall provide all fire alarm and initiation devices required for a complete system acceptable to all governing authorities. Provide proper spacing and coverage of all devices. RELATED SECTIONS A. B. 1.3 28 31 00 Division 22 and Division 23 Sprinkler Systems CODES / STANDARDS / REFERENCES (LATEST EDITIONS) A. B. National Fire Protection Association (NFPA): 1. NFPA 13 Systems, Installation 2. NFPA 17 Dry Chemical Extinguishing Systems 3. NFPA 70 National Electrical Code 4. NFPA 72 National Fire Alarm Code. 5. NFPA 80 Fire Doors and Fire Windows 6. NFPA 90A Standard for the Installation of Air Conditioning and Ventilating Systems. 7. NFPA 92A Smoke Control Systems 8. NFPA 101 Life Safety code. 9. NFPA 105 Smoke Control Door Assemblies 10. NFPA 2001 Fire Extinguishing Systems, Clean Agent UL: Underwriters Laboratories, Inc. 1. 217 Single and Multiple Station Smoke Detectors. 2. 268 Smoke Detectors for Fire Protective Signaling Services. 3. 864 Control Units for Fire Protective Signaling Services, 9th Edition. 4 864 Transient protection 5. 1480 Speakers for Fire Protective Signaling Systems 6. UL Fire Protection Equipment Directory. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-1 Page 1 of 31 FIRE DETECTION AND ALARM SYSTEM C. D. E. F. G. H. I. J. K. L. M. O. P. Q. R. 1.4 28 31 00 7. UL Electrical Construction Materials Directory. Uniform Federal Accessibility Standards (UFAS). Factory Mutual P7825 Approval Guide American National Standards Institute (ANSI). National Electrical Manufacturer’s Association (NEMA). Institute of Electrical and Electronic Engineers (IEEE). Electronic Industries Association (EIA-232-C): Interface between Data Terminal Equipment and Data Communication Equipment Employing Serial Binary Data Interchange. Requirements of American Disabilities Act (Public Law 101-336). Local Accessibility Standards State Fire Marshall or Requirements of Local Authorities having Jurisdiction State Insurance Code National Building Code International Building Code Uniform Building Code Local & State Building Codes In addition the above requirements, comply with all local codes. Where discrepancies exist between codes, drawings or specifications, the more stringent requirement shall prevail. Installation shall be subject to approval, inspection and test of applicable regulatory agencies. MANUFACTURER’S, PLANNER’S AND INSTALLER’S QUALIFICATIONS A. B. C. D. E. F. G. H. I. J. K. The manufacturer shall regularly and presently produce, as the manufacturer’s principle products, the equipment and material of the type and design specified for this project, and shall have manufactured the item for at least 5 years. Manufacturer’s product shall have been in satisfactory operation on three installations of similar size, type and design as this project, for approximately 3 years. Manufacturer shall submit at the time of bid a list of installations where the products have been in operation. The installing contractor shall have been actively engaged in the business of designing, selling, installing, and servicing fire alarm systems for at least ten (10) years. The entire Fire Detection and Alarm System shall be installed by an authorized representative of the Fire Alarm Manufacturer and certified by the manufacturer to distribute, sell, and install the specified fire alarm and smoke detection system. Include all components, elements, and testing and acceptance procedures. If the submitted system is being supplied by an authorized distributor of the equipment manufacturer the distributor shall have been actively engaged in the sale, installation and service of the type of system proposed for this project for a minimum of 10 years. Any proposed installer who cannot show evidence of such qualifications may be rejected. The services of a technician provided and certified by the equipment manufacturer shall be provided to supervise the installation and tests of the system. Furnish evidence there is an experienced and effective service organization, which carries a stock of repair parts for the system to be furnished. The installing contractor shall be licensed by the State Fire Marshall to design, sell, install, and service fire alarm systems as required by the State Insurance Code. The installing contractor shall have on his staff a Fire Alarm Planning Superintendent (APS) licensed by the State Fire Marshall's office for such purpose and under whose supervision installation, final connections, and check out will take place as required by the State Insurance Code. The APS shall be a certified NICET Level III state licensed fire alarm planner under whose supervision system design shall take place. In lieu of a NICET certified state FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-2 Page 2 of 31 FIRE DETECTION AND ALARM SYSTEM L. M. N. 1.5 B. It shall be the responsibility of the installing contractor to coordinate all requirements surrounding installation of the fire alarm system with all other trades. Contractor shall schedule a pre-construction meeting with Owner/Architect regarding the Fire Detection and Alarm System. DEFINITIONS A. 1.7 licensed fire alarm planner, the contractor or supplier may provide design supervision by a registered professional engineer, who regularly engages in the design of fire alarm systems as required by the Texas Board of Professional Engineers. The installing contractor shall provide 24-hour, 365 days per year emergency service with factory trained, state licensed service technicians. Material shall be new and in perfect condition when installed. Electrical or electronic equipment provided under this Division which has been damaged, exposed to weather, or is, in the opinion of the Architect/Engineer otherwise unsuitable because of improper fabrication, storage, or installation, shall be removed and replaced with new equipment, at no additional cost to the owner. COORDINATION A. 1.6 28 31 00 General: Wherever mentioned in this specification or on the drawings, the equipment, devices and functions shall be defined as follows: 1. Alarm Signal: A signal, which signifies a state of emergency requiring immediate action and immediate notification of the Fire Department. These are signals such as: a. The operation of a manual station. b. The operation of a fire suppression system switch. 2. Pre-Alarm Signal: A signal, which indicates a detection device, has operated. These signals require and immediate response, but do not require immediate notification of the Fire Department. 3. Supervisory Signal: A signal, which signifies the impairment of fire protection system, which may prevent its normal operation. 4. Trouble Signal: A signal, which indicates that a fault, such as an open circuit or ground, has occurred in the system. 5. Alarm Zone: An alarm initiating device or combination of devices connected to a single alarm initiating device circuit. 6. Pre-Alarm Zone: A detector or group of detectors connected to a single detector circuit, which can send an alarm to the central control panel. 7. Supervision Zone: A supervisory signal initiating device or combination of such devices connected to a single supervisory signal circuit. 8. Communication Zone: A fire alarm indicating device or series of devices arranged to visually and/or audibly indicate a fire alarm signal. SUBMITTALS A. Contractor shall meet with Owner’s Fire Alarm System representative prior to submission of formal/final shop drawings to Architect to allow the Owner and Architect to review a preliminary draft copy of the submittal to verify compliance with the specifications and any detailed requirements of the project. After the draft submittal has been reviewed by the Architect / Owner / Engineer, and formal shop drawings have been reviewed by Architect and returned to the Contractor, the required pre-construction meeting shall take place with Owner / Architect / Engineer. B. Before the final set of shop drawings are submitted to Architect / Engineer, submit FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-3 Page 3 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 drawings to the jurisdictions for approval. All approvals shall be noted on the drawings or by letter from the authorities having jurisdiction (AHJ). C. Fire alarm submittal shall be bound and separate from all other submittals. The installing contractor and/or equipment supplier shall provide complete and detailed shop drawings and include: 1. Provide a complete written, item-by-item, line-by-line, specification review stating compliance or deviation in full description. 2. Complete point-to-point wiring diagrams. 3. Complete floor plan drawings locating all system devices. 4. Complete system bill of material of all hardware components. 5. Detailed system operational description. Any specification differences and deviations shall be clearly noted and marked. 6. Provide a complete description of system operation. 7. Manufacturer’s installation instruction. 8. Bound form with contractor's name, supplier's name, project name, state fire alarm license, Fire Alarm Planning Superintendent license and all Technician(s) license adequately identified. 9. Submittal sheets sequentially numbered with the format: sheet number of number total. For example: 1 of 3. 10. Complete set of manufacturer’s operating instructions, circuit diagrams and the information necessary for proper installation, operation and maintenance. 11. Field and factory wiring diagrams of all systems and for typical devices showing all connections with all terminals and interconnections identified. 12. Complete schematic circuit diagrams for all equipment, including panel modules. 13. Floor plan drawings including all panel and device locations, conduit sizes between devices and panels; number, size and type of conductors between devices and panels; walls, doors and graphic room numbers; exact power requirements and conduit routing with the location of all junction boxes and exact locations of devices and equipment. Submit a floor plan drawing circuiting/zoning shall be identified on the drawings. 14. Complete wiring, routing, and schematic diagrams, software descriptions, and details required to demonstrate that the system has been coordinated and will function as a system. 15. Manufacturers catalog cut sheets shall be provide for each piece of equipment with the appropriate model or part number highlighted in cases where multiple model numbers or part numbers are shown. 16. Installation details for each type of field mounted device installed under this contract. 17. Point-to-point termination schedules with cable identification numbers and terminal strip numbers. 18. Fire detection and alarm system’s panel configuration complete with peripheral devices, batteries, power supplies, and interconnection diagrams. 19. Submit a riser diagram of trunk wiring and device-to-device wiring and device to fire alarm control panel wiring. Riser shall show: a. Conduit sizes and types. b. Number, size and type of conductors. c. Fire detection and alarm devices arranged in the required circuiting/zoning, as defined in the specifications and on the drawing. d. Battery calculations to show compliance with the requirements of the specifications for both alarm and supervisory mode. 20. Submit sound and visual level to confirm that number and location of signaling devices will provide required sound and visual levels throughout the building. 21. Sample of proposed graphic/text annunciation. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-4 Page 4 of 31 FIRE DETECTION AND ALARM SYSTEM 1.8 1.9 OPERATION AND MAINTENANCE MANUALS A. Submit complete sets of operation and maintenance manuals. Manual, less asbuilts, and sign-off sheets, shall be provided upon completion of the work. Approval of the manual will be required prior to substantial completion. B. The Operation and Maintenance Manual shall consist of the following: 1. The manual shall include the names, addresses and telephone numbers of each Contractor installing products, and of the nearest service representative for each product. The manual shall have a Table of Contents and tab sheets. Update manuals to include modifications made during installation, checkout and acceptance. The manual shall include the sections described in the following paragraphs. 2. The Functional Design Section shall identify the operational requirements for the system and explain the theory of operation, design philosophy, and specific functions. Hardware and software functions, interfaces, and requirements shall be provided for system operating modes. 3. The Hardware Section shall describe equipment provided, including general description and specifications, installation and checkout procedure, electrical schematics and layout drawings. Alignment and calibration procedures, manufacturer’s repair parts list indicating source of supply, interface definition, signal identification and wiring diagrams. Also, include a complete parts list of all components as well as a list of recommended spare parts. The spare parts list shall include, for each item, the manufacturer’s name, the model of the part, and serial number, if appropriate, and a physical and electrical description of the part. 4. The Software Section shall describe programming and testing, starting with a system overview and proceeding to a detailed description of each software module, to instruct the user on programming or reprogramming any portion of the system and other information necessary to enable proper system usage. 5. The Operation Section shall provide instructions for operation of the system, including system start-up procedures, use of system and applications software, alarm presentation (where applicable), failure and recovery procedures, preventive maintenance schedule, parameter schedules and sequence definition, and system access requirements. 6. The Maintenance Section shall provide descriptions of maintenance for equipment including inspection, periodic preventive maintenance, fault diagnosis, and repair or replacement of defective components. 7. The Shop Drawings section shall include copies of all approved shop drawings and submittal materials updated to “AS BUILT”. AS-BUILT DRAWINGS A. 1.10 28 31 00 Prepare and submit detailed “As-Built” drawings. The drawings shall include certified test of the system, testing and acceptance sign-off sheets, and other items specified elsewhere to be performed after initial submission of operation and maintenance manuals, complete wiring diagrams showing connections between all devices and equipment, both factory and field wired. Include a riser diagram and drawings showing the as built location of all devices and equipment. The drawings shall show the system as installed, including all deviations from both the project drawings and the approved shop drawings. The drawings shall be prepared on uniform sized sheets, the same size as the project drawings. These drawings shall be submitted to be inserted in the specified Operations and Maintenance Manuals. OPERATIONAL INSTRUCTIONS FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-5 Page 5 of 31 FIRE DETECTION AND ALARM SYSTEM A. PART 2 28 31 00 Provide a typeset printed or a laser jet printed instruction card mounted behind a lexan plastic or glass cover in a stainless steel or aluminum frame. Install the frame in a conspicuous location observable from the Fire Alarm Control Panel (FACP). The card shall show those steps to be taken by an operator when a signal is received as well as the functional operation of the system under all conditions, normal, alarm, and trouble. The instructions shall be approved by the Architect/Engineer before being posted. PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. 2.2 Manufacturers acceptable contingent upon Products’ compliance with the specifications: 1. Fire-Lite – Fire-Lite Academy Certified Installer SYSTEM DESCRIPTION A. B. C. D. E. F. G. H. I. J. Fire-Lite MS9600 Series: System shall be a completely multiplexed addressable fire detection and alarm system, tested and left in first class operating condition. Voice evacuation systems where required or specified, shall have voice alarm notification wherever audible notification is required. The system shall provide communication with initiating and control devices individually. All of these devices shall be individually annunciated at the fire alarm control panel. Annunciation shall include the following conditions for each point: 1. Alarm 2. Trouble. 3. Open 4. Short 5. Device missing/failed. System circuits shall be wired as follows: Initiating device circuit (IDCs) shall be Style B, indicating appliance circuit (IACs) shall be Style Y, and signal line circuit (SLCs) shall be Style 4 as describe in NFPA 72. The system shall contain independently supervised initiating device circuits. The alarm activation of any initiation circuit shall not prevent the subsequent alarm operation of any other initiation circuit. There shall be supervisory service initiation device circuits for connection of all sprinkler water flow switches and valves. Device activation shall cause a general alarm at the fire alarm control panel. Each flow and tamper switch shall have an individual address. There shall be independently supervised and independently fused indicating appliance circuits for all alarm signaling devices. Disarrangement conditions of any circuit shall not affect the operation of other circuits. Auxiliary manual controls shall be supervised so that an “off normal” position of any switch shall cause an “off normal” system trouble. The incoming power to the system shall be supervised so that any power failure must be audibly and visually indicated at the fire alarm control panel. A green “power on” LED shall be displayed continuously while incoming power is present at the building fire alarm control panel. The system batteries shall be supervised so that a low battery condition or disconnection of the battery shall be audibly and visually indicated at the building fire alarm control panel. The system modules shall be electrically supervised for module placement. Should a module become disconnected, the system trouble indicator shall illuminate and the audible trouble signal shall sound. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-6 Page 6 of 31 FIRE DETECTION AND ALARM SYSTEM K. L. M. N. O. P. Q. R. S. 2.3 28 31 00 The system shall have provisions for disabling and enabling all circuits individually for maintenance or testing purposes. The system shall be provided with sufficient battery capacity to operate the entire system upon loss of normal 120 VAC power in a normal or supervisory mode for a period of 24 hours with 20 minutes of alarm operation at the end of this period as a minimum. The system shall automatically transfer to the standby batteries upon power failure. All battery charging and recharging operations shall be automatic. If batteries are fully discharged, the charger shall recharge them back to full charge in four hours. All external circuits requiring system operating power shall be 24 VDC and shall be individually fused at the respective fire alarm control panel. All addressable devices shall have the capability of being disabled or enabled individually from the fire alarm control panel. A maximum of 75 percent capacity of addressable devices shall be multi-dropped from a single pair of wires. Systems that require factory reprogramming to add or delete devices within the capability of the designed system are unacceptable. Expansion of the designed system shall be accomplished by factory reprogramming. The communication format to the addressable devices shall be a completely digital poll/response protocol to allow t-tapping of the circuit wiring. A high degree of communication reliability must be obtained by using parity data bit error checking routines for address codes and check sum routines for the data transmission portion of the protocol. Each addressable device must be uniquely identified by an address code. The system must verify that proper type device is in place and matches the desired software configuration. All remote or external panels shall have an individual address for monitoring. Wiring type, distances, survivability, and wiring configuration types shall be approved by the equipment manufacturer. The system shall allow a line distance of up to 2,500 feet to the furthest addressable device on a Style Y circuit. Plenum rated fire alarm cable shall have an outer jacket insulation color of red. Minimum wire size shall be #18 AWG. Each panel extender shall have an individual address. FIRE ALARM CONTROL PANEL (FACP) A. B. C. D. The FACP shall be modular with solid state, microprocessor based electronics and shall be capable of communicating with the types of addressable devices specified below. It shall display only those primary controls and displays essential to operation during a fire alarm condition. Keyboards or keypads shall not be required to operate the system during fire alarm conditions. Panel shall support a minimum of 500 addressable points. The fire alarm control panel (FACP) shall be fully enclosed in a lockable steel enclosure as specified herein. All operations required for testing or for normal care and maintenance of the system shall be performed form the front of the enclosure. If more than a single unit is required to form a complete control panel, the unit enclosures shall match exactly. The system shall operate at 24 VDC. Panel shall be large enough to accommodate all components and also to allow ample gutter space for interconnection of all panels as well as all field wiring. Each enclosure and each component shall be identified by an engraved red laminated phenolic resin nameplate. Lettering on the nameplate shall not be less than 1" high. Individual components and modules within the cabinets shall be identified by engraved laminated phenolic resin nameplates. A local audible device shall sound during alarm, trouble, or supervisory conditions. This audible device shall sound differently during each condition to distinguish one condition from another without having to view the panel. This audible device shall FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-7 Page 7 of 31 FIRE DETECTION AND ALARM SYSTEM E. F. G. H. I. J. K. L. M. N. 28 31 00 also sound during each key press to provide an audible feedback to ensure that the key has been pressed properly. The following primary controls shall be visible through a front access panel: 1. 80 character alphanumeric display. 2. Individual red system alarm LED. 3. Individual yellow supervisory service LED. 4. Individual yellow trouble LED. 5. Green “power on” LED. 6. Alarm acknowledge key. 7. Trouble acknowledge key. 8. Alarm silence key. 9. System reset key. Under normal condition, the front panel shall display a “SYSTEM IS NORMAL” message and the current time and date. Should an abnormal condition be detected, the appropriate LED (Alarm, Supervisory or Trouble) shall flash. The panel audible signal shall pulse for alarm conditions and sound steady for trouble and supervisory conditions. The 80-character display shall provide the following information relative to the abnormal condition of a point in the system. 1. 40-character custom location label. 2. Type of device (i.e. smoke, pull station, water flow). 3. Point status (i.e. alarm, trouble). 4. Address location to correspond to the actual graphic room numbers. Alarm conditions shall be displayed on the 80-character display. The top line of 40 characters shall be the point label and the second line shall be the device type identifier. The system alarm LED shall flash on the control panel until the alarm has been acknowledged. Once acknowledged, this same LED shall latch on. A subsequent alarm received from another zone shall flash the system alarm LED on the control panel. The 80-character display shall show the new alarm information. Each independently supervised circuit shall include a discrete readout to indicate disarrangement conditions per circuit. Acknowledgment for each abnormal condition shall be provided. Acknowledge keys shall not be pass code protected. Acknowledge keys shall be protected by the locked enclosure only. After all points have been acknowledged, the LEDs shall glow steady and the audible device be silenced. The total number of alarms, supervisory and trouble conditions shall be displayed, along with a prompt to review each list chronologically. The end of the list shall be indicated by the message, “END of LIST”. Pressing the appropriate acknowledge button shall display the first unacknowledged condition in the appropriate list (either alarm, supervisory or trouble), and shall require another acknowledge button for each subsequent alarm condition. Press to acknowledge shall only silence the displayed point. Alarm silencing: 1. Should the “Alarm Silence” button be pressed, all audible alarm signals shall cease operation. 2. Visual signals shall not be extinguished during alarm silence inhibit mode. System reset: 1. The “System Reset” button shall be used to return the system to its normal state after an alarm condition has been remedied. The 80-character display or reset LED shall step the user through the reset process with simple English Language messages. 2. Should an alarm condition continue to exist, the system shall remain in an abnormal state. System control relays shall not reset. The audible device and the alarm LED shall be on. 3. Should the alarm silence inhibit function be active, the System Reset and alarm silence key shall be ignored. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-8 Page 8 of 31 FIRE DETECTION AND ALARM SYSTEM O. P. Q. R. S. 28 31 00 Additional function keys, or their equivalent, shall be provided to access status data and control the function for the following points: 1. HVAC - Bypass 2. Indicating appliance circuits bypass 3. Auxiliary relays points bypass 4. All other input/output points. The following status data or their equivalent shall be available: 1. Primary state of point. 2. Device, PID and card type information. 3. Current priority of outputs. 4. Disable/enable status. 5. Verification tallies of initiating devices. 6. Automatic/manual control status of output points. 7. Acknowledge status. 8. Relay status. LED supervision: Where provided, all slave module LEDs shall be supervised for burnout or disarrangement. Should a problem occur the 80-character display shall display the module and LED location numbers to facilitate location of that LED. System trouble reminder: should a trouble condition be present within the system and the audible trouble signal silenced, the trouble signal shall resound at preprogrammed time intervals to act as a reminder that the fire alarm system is not 100% operational. Both the time interval and the trouble reminder signal shall be programmable. The fire alarm control panel features shall include, but not be limited to: 1. Setting of time and date. 2. LED testing. 3. Alarm, trouble, and abnormal condition listing. 4. Enabling and disabling of each monitor point separately. 5. Activation and deactivation of each control point separately. 6. Changing operator access levels. 7. Walk test enable. 8. Running diagnostic function. 9. Displaying software revision level. 10. Displaying historical logs. 11. Displaying card status. 12. Point listing. 13. For maintenance purposes, the following lists, or their equivalent, shall be available from the system program and/or the point lists menu: a. All points list by address. b. Monitor point list. c. Signal list. d. Auxiliary control list. e. Feedback point list. f. LED/switch status list. 14. Fire Drill: a. Fire drill activation switch shall activate all audio/visual devices only. Fire drill shall not enter into the alarm sequence of operation, shall not close smoke or fire/smoke dampers, shall not deactivate any HVAC systems, kitchen hoods, etc. b. Activation of any trouble or alarm condition shall supercede the evacuation drill. c. Fire drill shall be canceled by the system reset key, alarm silence, or drill key. 15. Scrolling through menu options or lists shall be accomplished in a selfdirecting manner. These controls shall be located behind an access door. 16. The 80-character display shall have an alpha numeric, back-lighted LCD, FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-9 Page 9 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 LED, or gas plasma display. The display shall support numeric and both upper and lower case letters. Lower case letters shall be used for soft key titles and prompting the user. Upper case letters shall be used for system status information. A cursor shall be visible when entering information. 17. The system shall be capable of being tested by one person. The actuation of the “enable walk test” program at the fire alarm control panel shall activate the “Walk Test” mode of the system, which shall cause the following to occur: a. The remote monitoring circuit connection shall be bypassed. b. Control relay functions shall be bypassed. c. The control panels shall show a trouble condition. d. The panel shall be capable of selecting either: the alarm activation of any initiation device causing the audible signals to activate for two seconds or the alarm activation of any initiation devices causing the audible signals to code a number of pulses to match the zone number. e. The panel shall automatically reset itself after signaling is complete. f. Any momentary opening of an initiating or indicating appliance circuit wiring shall cause the audible signals to sound for 4 seconds indicating a trouble condition. g. The control panel shall be capable of supporting up to 8 separate testing groups whereby one group of points may be in a testing mode and the other (non-testing) groups may be active and operate as programmed per normal system operation. After testing is considered complete, testing data may be retrieved from the system in chronological order to ensure device/circuit activation. h. Should the walk test feature be on for an inappropriate amount of time, it shall revert to the normal mode automatically. 18. Provide three (3) access levels with level 3 being the highest level. Level 1 action shall not require a pass code. Pass codes shall consist of up to ten (10) digits. Changes to pass codes shall only be made by Level 3 authorized personnel. a. When entering a pass code, the digits entered shall not be displayed. All key presses shall be acknowledged by a local audible sound and/or visual “*” in the 80 character display. b. When a correct pass code is entered, the new access level shall be in effect until the operator manually logs out or the keypad has been inactive for ten (10) minutes. c. Should an invalid code be input, access shall be denied. d. Access to a level shall only allow the operator to perform all actions within that level plus all actions of lower levels, not higher levels. e. The following keys/switches, or their equivalent shall have access levels associated with them: Set time/date. Manual control Disable/enable Clear historical alarm log Clear historical trouble log Walk test Change alarm verification f. The following keys/switches shall not be pass code protected and shall be protected by the lockable enclosure: Alarm Silence System Reset Acknowledge 19. The fire alarm system shall allow for loading and editing special instructions FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-10 Page 10 of 31 FIRE DETECTION AND ALARM SYSTEM 20. 21. 22. 23. 24. 25. 26. 27. 28 31 00 and operating sequences as required. The system shall be capable of being reprogrammed to accommodate system expansion and facilities changes in operation. All software operations shall be stored in a non-volatile programmable memory within the fire alarm control panel. Loss of primary and secondary power shall not erase the instructions stored in memory. Resident software shall allow for full configuration of initiating circuits so that additional hardware shall not be necessary to accommodate changes in, for instance, sensing of normally open contact devices to sensing of normally closed contact devices, or from sensing of normally open contact devices to sensing a combination of current limited and non-current limited devices on the same circuit and being able to differentiate between the two, or changing from a non-verification circuit to a verification circuit or vice-versa. Resident software shall also allow for configuration of indicating appliance and control circuits so that additional hardware shall not be necessary to accommodate change in, for instance changing a non-coded indicating appliance circuit to a coded circuit. The main fire alarm panel shall have the resident ability to store a minimum of 600 system events in chronological order of occurrence. Event history shall include all system alarms, troubles, operator actions, unverified alarms, circuit/point alterations, and component failures. Events shall be time and date stamped. Events shall be stored in non-volatile buffer memory. Access to history buffer shall be secured via 5-digit password security code. The system shall have the capability of recalling alarms and trouble conditions in chronological order for the purpose of recreating an event history. Loss of primary or secondary power shall not erase the events stored in the memory. Each recorded event shall include the time and date of that event’s occurrence. a. The following Historical Alarm log events shall be stored: Alarms Alarm acknowledgment Alarm silence System reset Alarm historical log cleared b. The following historical trouble log events shall be stored: Trouble conditions Supervisory alarms Trouble acknowledgment Supervisory acknowledgment Alarm verification tallies Walk tests results Trouble historical log cleared Alarm verification shall be by device, whereby only verification from the same device will confirm the first activation and cause the alarm sequence to occur. The control panel shall have the capability to display the number of times (tally) a device has gone into a verification mode. Should this verification tally reach a pre-programmed number, a trouble condition shall occur. The control panel shall have a dedicated supervisory service LED and a dedicated supervisory service acknowledge key. Pressing the supervisory service acknowledge key shall silence the supervisory audible signal while maintaining the supervisory service LED “ON” indicating the off-normal condition. Activation of an auxiliary bypass key shall override the selected automatic functions. The system shall have keys that will allow the operator to display all alarms, troubles, and supervisory service conditions including the time of each occurrence. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-11 Page 11 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 28. T. U. V. W. X. Y. RS-232-C output: the fire alarm control panel shall be capable of operating remote IBM compatible PC and/or printers; output shall be ASCII from an EIA RS-232-C connection with an adjustable baud rate. Each RS-232-C port shall be capable of supporting and supervising a remote CRT and printer. Data amplifiers shall be used to increase data line distance when required. The fire alarm control panel shall support three (3) RS-232-C ports and shall be expandable for additional RS-232-C ports. 29. Panel shall be sized to accommodate all required equipment. Panel shall be equipped with locks and transparent door, providing freedom from tampering yet allowing full view of the various displays and controls. The fire alarm control panel shall have a 25% spare module and battery capacity for future use. Space module(s) shall be provided in panel with terminals labeled. Each initiating circuit shall have 25% spare capacity. Space modules shall be provided in the fire alarm control panel with terminals labeled. The power supply shall provide all control panel and peripheral power needs with filtered power as well as unregulated 24VDC power for external audio-visual devices. The audio-visual power shall be increased as needed by adding additional modular expansion power supplies. All power supplies shall be designed to meet UL and NFPA requirements for POWER-LIMITED operation on all external signaling lines, including initiating circuits and indicating circuits. Design the system power supplies and power trunk wiring for all annunciation devices required, and to add a minimum of five (5) 110cd visual devices in the future. Individual design loading shall not exceed 70% of power supply and system wiring capacity. 1. Input power shall be 120VAC 60Hz. The power supply shall provide internal supervised batteries and automatic charger. The power supply shall provide positive and negative ground fault supervision, battery/charger fail condition, AC power fail indicators. The power supply shall also provide supervision of modular expansion power supplies as may be required. 2. Surge protection shall be integral to the control panels. 3. Each power supply shall be monitored and have an individual address. Digital Fire Alarm Communicator: 1 Two line primary and secondary telephone line connections 2. Automatically seizes telephone line. 3. Automatic verification between panel and receiving station. 4. Transmits common trouble and supervisory conditions. 5. Dialer status LED. 6. DIALER Enable / Disable switch. 7. Two communication formats 20PPS or 4/2 format. 8. Dual tone multi-frequency (DTMF) or Pulse modes. 9. Programming password protected. 10. UL approved. IP Communicator: 1. UL 864 listed 2. Supervise IP Ethernet connection every 90-seconds or less 3. Upload/Download capable 4. Transmit all signals and information from the DTMF communicator Detector sensitivity shall be programmable from the control panel from the following sensitivities: 0.5, 1.0, 1.5, 2.0, 2.5, 3.0 and 3.7% obstruction. Detectors shall be able to be programmed to alert a trouble signal at a lower obstruction and shall report an alarm if the smoke density increases to a predetermined set point. Control Panel and Detectors shall be capable of “Day-Night” automatic sensitivity adjustments. Control Switches: 1. Acknowledge/step Switch 2. Signal Silence Switch 3. System Reset Switch FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-12 Page 12 of 31 FIRE DETECTION AND ALARM SYSTEM Z. AA. 28 31 00 4. System Test Switch 5. Lamp Test Automatic Detector Test: The system shall include a special automatic detector test feature, which permits reading and adjustment of the sensitivity of all intelligent detectors from the main control panel. An automatic detector test shall occur automatically fourteen times each twenty-four hour period or be initiated manually from the FACP as desired. In addition, the automatic test feature shall also permit the functional testing of any "intelligent" detector or addressable interface device individually from the main control panel. Automatic detector test sequencing shall be terminated upon receipt of an alarm condition. Detector test shall report all unprogrammed devices installed and report all programmed devices not installed. Emergency voice alarm communication system: 1. The emergency voice and tone communication system shall be a pre-built system and shall only require two wires from a polarity reversal circuit or a dry contact for activation. It shall supervise the NO dry contact (if used) and provide a form C trouble relay activation in the event of a system vault. The Voice Communication System shall incorporate 50 watts true RMS amplifiers for both tone and speech amplification. The system shall have a load capacity of up to 100 watts. Optionally, the Voice Communication System shall be capable of providing 50 watts of audio with full backup. The Voice Communication System shall be capable of operating as a stand-alone system or follow the activation of the fire alarm/suppression system. The Voice Communication System shall include a regulated power supply and shall be capable of charging and housing its own batteries. There shall be no need to calculate the load requirements or draw any energy from the fire alarm/suppression system. The Voice Communication System shall come with one speaker supervisory zone as a standard and shall be capable of supervising any combination of up to 11 speaker and/or strobe monitoring modules. 2. A full set of control switches including an all call, tone interrupt, trouble silence and reset shall be available at the Voice Communications System. The Voice Communications System control panel shall also have a green POWER ON LED, a red ALARM LED, a yellow BROWN OUT LED and a yellow SYSTEM TROUBLE LED. 3. The Voice Communication System shall be able to detect a short on any speaker or strobe zone during the normal and alarm mode. The shorted zone shall be isolated from the system and a dedicated LED on the supervised zone shall indicate the short circuit condition. The system shall produce an audible and visual signal indicating that a trouble condition has occurred. Similarly an open circuit shall create a trouble condition and corresponding LED annunciation at the affected zone and at the main control module. Zones that are not shorted or opened shall remain operational. 4. The Voice Communications System shall be able to detect a brownout condition on the AC supply. In the brownout condition the Voice Communication System shall activate a dedicated LED and an audible trouble signal. Ground faults shall activate the system trouble LED and the audible trouble signal, as well as specific LEDs indicating negative and positive ground faults. 5. The Voice Communication System shall be field configurable for 25 or 70.7 volt RMS audio output via program jumpers. 6. The Voice Communication System shall have a digital message player / recorder. The digital message player / recorder shall be capable of storing alert and evacuation tones as well as an emergency voice message. It shall be possible to modify the digital message and tones in the field using a builtin acoustic microphone or headphone jack connected to a tape recorder. There shall be no need for the burning of eproms in order to program the FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-13 Page 13 of 31 FIRE DETECTION AND ALARM SYSTEM 7. 8. 2.4 28 31 00 digital message player / recorder. The digital message player / recorder shall be supervised by the Voice Communication System. The Voice Communications System shall provide a backup evacuation tone in the event of a digital message player / recorder failure. An alarm condition shall cause an audible signal and a red LED to activate. A Voice Communication System with a digital message player / recorder shall produce an ALERT tone followed by an emergency voice message, and in turn followed by an ALARM tone. The number of tone repetitions shall be configurable by the setting of DIP switches on the digital message player / recorder. The sheet metal enclosure shall include a hinged deadfront allowing easy access to all the Voice Communication System components for the purposes of wiring, setting the system configuration and servicing. A door with a key lock shall be part of the Voice Communication System enclosure. FIELD DEVICES A. B. C. D. All devices shall be supervised for trouble conditions. The fire alarm control panel shall be capable of displaying the type of trouble condition (open, short, device missing/failed). Should a device fail, it shall not hinder the operation of other system devices. Visual Signals: 1. Strobe lights shall be of the electronic flashing xenon strobe type and operate on 24 VDC. The strobe light shall be capable of producing 75 candela on axis to comply with ADA and UL 1638 requirements, and 15, 30, or 110 candela to comply with UL 1971 requirements. Visual signals in common areas of illumination shall have synchronized flash. Provide white with red letters. 2. All visual devices mounted in student toilets / restrooms, and student locker / dressing rooms shall have a protective cover. All wall mounted visual devices installed in gymnasiums, corridors, kitchen preparation and serving areas, vocational shops, athletic/drill team training rooms, and where wall mounted in cafeterias, corridors and commons areas, shall have a protective cover; STI Stopper #STI1221E Series. Provide enviro kit for locations where dampness, water or dust is present. Exterior Audible / Visual Signal: 1. Provide semi-flush mounted, molded of high impact red thermoplastic and listed for exterior weatherproof locations. Combination Voice Signal and High Intensity Visual Signals: 1. Strobe lights shall be of the electronic flashing xenon strobe type and operate on 24 VDC. The strobe light shall be capable of producing 75 candela on axis to comply with ADA requirements, and 15, 30 or 110 candela to comply with UL 1971 requirements. Visual signals in common areas of illumination shall have synchronized flash. 2. All combination units installed in student toilets, gymnasiums, corridors, student locker / dressing rooms, kitchens, vocational shops, athletic / drill team training rooms, cafeterias, commons areas, shall have a protective cover, STI Stopper #STI1220E Series. Provide enviro kit for locations where dampness, water or dust is present. 3. The visual signal lens housing shall be white with red lettered FIRE or as approved by Architect. The speaker and visual signal shall be mounted to a common white speaker baffle. The visual signal shall flash at a rate of minimum of 1 Hz and maximum of 3 Hz, and shall use a xenon strobe type lamp or other high intensity long life light source. The lamp intensity shall be a minimum of 75 candela. 4. The speaker shall be UL 1480 compatible with the control equipment. Unit shall operate within a temperature range of 150F to -30F. High output FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-14 Page 14 of 31 FIRE DETECTION AND ALARM SYSTEM E. F. G. H. I. 28 31 00 speakers, UL minimum 87dB at 10 feet with speaker taps of .33.66/1.25/2.5 watts. Standard output speakers, UL 75-81 dB at 10 feet with speaker taps of .5/1/1.75/2.75 watts. 400-4kHz frequency response. Capacitor for line supervision. Ceiling mounted recessed mounted speakers shall be UL 1480 compatible with the control equipment. Unit shall operate within a temperature range of 150F to -30F. UL minimum 78-87 dB at 10 feet with speaker taps of .25, .5/1.0/2.0 watts, 4004kHz frequency response. Round, white baffle with UL enclosure, tile bridge supports when recessed in lay-in ceiling tiles Capacitor for line supervision. Surface mounted speakers shall be UL 1480 compatible with the control equipment. Unit shall operate within a temperature range of 150F to -30F UL minimum 100 dB at 15 watts at 10 feet. Speaker taps via 7-position selector switch, 25-vol., .48/.94/1.8/7.5/15 watts. 400-4kHz frequency response. Fully enclosed wiring terminals. Capacitor for line supervision. Manual Pull Station: Addressable pull stations shall contain electronics that communicate the station’s status (alarm, normal) to the control panel over two wires which also provide power to the pull station. They shall be manufactured from high impact red Lexan with white lettering. Station shall mechanically latch upon operation and remain so until manually reset by opening with a key common to all system locks. Pull stations shall be double action without glass rods. The front of the station shall be hinged to a back plate assembly and shall be opened with a key to reset the station. The key shall be common with the control panels. The addressable manual station shall have address setting programmed electronically and automatically from the fire alarm control panel. Manual stations shall be designed for semi-flush (surface) mounting on standard electrical box. All pull stations units shall have a protective cover, STI Stopper II #STI-1130 surface mounted cover with local alarm horn. Provide STI, Weather Stopper II #STI3150 for locations where dampness, water or dust is present. Intelligent Photoelectric Smoke Detectors: 1. The detectors shall use the photoelectric principal to measure smoke density and shall, on command from the control panel, send data to the panel representing the ANALOG level of smoke density. The detector shall provide automatic sensitivity "drift" compensation. The detector shall also provide a "maintenance alert" feature whereby the detector shall initiate a trouble condition should the unit’s sensitivity approach the outside limits of the normal sensitivity window. 2. The detectors shall provide address-setting means electronically and automatically at the control panel. 3. The detectors shall provide operational status and alarm state LED. Under normal conditions, the LED shall flash, indicating the detector is operational and in regular communication with the control panel. An output connection shall also be provided in the base for connecting an external remote alarm LED. 4. The detector shall be semi-flush ceiling mounted and be provided with modular detector head with twist-lock base. No radioactive material shall be used. 5. Voltage and RF transient suppression techniques shall be employed as well as smoke signal verification circuit and an insect screen. Duct photoelectric smoke detectors: 1. Detectors shall be analog addressable type. 2. To minimize nuisance alarms, detectors shall have an insect screen and be designed to ignore invisible airborne particles or smoke densities that are below the factory set alarm point. No radioactive material shall be used. 3. Removal of the detector head shall interrupt the supervisory circuit of the fire alarm detection loop and cause a trouble signal at the control panel. 4. Voltage and RF transient suppression techniques shall be employed as well FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-15 Page 15 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 as smoke signal verification circuit and an insect screen. Remote alarm/power LED indicator shall be provided. Unit shall be wall or ceiling mounted in readily visible and accessible area near the location of detector; exact location of unit to be approved by the Architect/Engineer. 6. Detectors shall operate on the same principles and exhibit the same basic characteristics as area type photoelectric smoke sensors. The detector shall operate in air velocities of 300 FPM to 4,000 FPM. Each detector shall interface directly to the system SLC loop without the requirement of interface zone modules. 7. The unit shall consist of a clear molded plastic enclosure (or remote mounted LED status indicator shall be provided next to the smoke detector) with integral conduit knockouts to provide visual viewing of detector/sensor for monitoring sensor operation and chamber condition. The duct housing shall be provided with gasket seals to insure proper seating of the housing to the associated ductwork. Each unit's sampling tubes shall extend the width of the duct and be provided with porosity filters to reduce sensor/chamber contamination. 8. The detectors shall provide alarm and power status indication by LED. Under normal conditions, the LED shall flash, indicating the detector is operational and in regular communication with the control panel. Steady illumination of the LED shall indicate that the control panel has detected and verified an alarm condition. An output connection shall also be provided in the base for connecting an external remote alarm LED. 9. The detectors shall provide address setting means electronically and automatically from the control panel. Intelligent Thermal Detectors: 1. The detectors shall use dual electronic thermostats to measure temperature levels in its chamber and shall, on command from the control panel, send data to the panel representing the analog temperature level. 2. The detectors shall provide address-setting means electronically and automatically at the control panel. 3. The detectors shall provide operational status and alarm state LED. Under normal conditions, the LED shall flash, indicating the detector is operational and in regular communication with the control panel. An output connection shall also be provided in the base for connecting an external remote alarm LED. 4. The detector shall be semi-flush ceiling mounted and be provided with modular detector head with twist-lock base. 5. Thermal Detectors shall be combination rate-of-rise and fixed-temperaturerated at 135F for areas where ambient temperatures do not exceed 100F and shall be 200F for areas where ambient temperatures exceed 100F but not 150F. The fixed temperature element shall consist of a fusible alloy retainer and actuator shaft. Detectors shall have a smooth ceiling rating of 2,500 square feet. Detectors shall be located as specified and where required by local code authority. 6. Provide fixed temperature 190F detector in kitchen and kiln room in lieu of combination rate-of-rise / fixed-temperature type. Addressable Carbon Monoxide Detection: 1. System sensor #CO1224 with addressable identification of the CO Detector’s alarm and trouble contact status. UL listed to Standard 2075 Standard for Gas and Vapor Detectors and Sensors. 2. Unit to be powered by the fire alarm system non-resettable 24 VDC supervised power supply. 3. Electro-chemical CO detection. 4. Integral 85db local alarm with local hush/test switch for silence or test. 5. Alarm contacts and trouble contacts for detector trouble, loss of power, and 5. J. K. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-16 Page 16 of 31 FIRE DETECTION AND ALARM SYSTEM L. M. N. O. P. 2.5 28 31 00 end of life. Auxiliary AHU Relays: Air Products model MR-101C relays shall be provided for HVAC and AHU control and interface. Relays shall be heavy-duty type with contacts rated up to 10 amps at 120V AC, 60 HZ. Relays shall be provided with NEMA I dust cover assembly and be provided with DPDT contacts as well as activated LED indicator. Monitor Module: 1. Addressable monitor modules shall be provided where required to interface to contact alarm devices. 2. The monitor module shall provide address-setting means electronically and automatically at the control panel. A status/alarm LED shall be provided which shall indicate that the monitor module is operational and in regular communication with the control panel, and indicate detection of an alarm condition. Control Module 1. Control/relay modules shall be provided where required to provide audible alarm interface and/or relay control interface. The control module may be optionally wired as dry contact (form C) relay. 2. The control module shall provide address-setting means electronically and automatically at the control panel. A status/alarm LED shall be provided which shall indicate that the control module is operational and in regular communication with the control panel and indicate when the device is actuated via the fire alarm control panel. Auxiliary Interface Points: All auxiliary input points (fire suppression hoods, water flow, fire pump, AHU shut-down points, tamper switches, fire extinguishing systems etc.) shall be connected as required, and addressed as a separate initiating point of annunciation at the fire alarm panel and any remote annunciator as required. Water flow switches / Valve supervisory switches shall be provided and installed by the fire protection contractor and connected by the fire alarm contractor. Wiring of these field devices to the fire alarm system shall be the responsibility of the fire alarm contractor. It is the responsibility of this contractor to ensure the proper function of the system. Each fire protection zone (flow switch) and (Valve switch) shall be addressed electronically and automatically at the control panel as a separate point of annunciation at the fire alarm panel. Coordinate exact location with fire protection contractor and civil drawings. VESDA – VERY EARLY WARNING ASPIRATING SMOKE DETECTION SYSTEM A. B. C. Approved Manufacturers: 1. System Sensor (FASAST) – Detection devices for Cooler / Freezer areas 200 square feet or larger, atriums / high ceiling areas with difficult access. 2. Xtralis (VESDA) – Detection devices for Cooler / Freezer areas 200 square feet or larger, atriums / high ceiling areas with difficult access. A Very Early Warning Smoke Detection System similar to the VESDA VLI System shall be installed throughout the cooler and freezer storage areas 200 square feet and larger, and as an alternative to beam type detectors at high ceiling areas with difficult access.. The system shall consist of highly sensitive LASER-based Smoke Detectors with aspirators connected to networks of sampling pipes, intelligent filtration arrangement with fail-safe operation, sub-sampling probe (inertial separator), built-in clean air zero capability, local USB configuration port and Ethernet networking port. VESDA detection system shall be networked with the specified Notifier Fire Alarm Control Panel. Design Requirements 1. The system shall consist of an air sampling pipe network to transport air to the detection system, supported by calculations from a computer-based design modeling tool. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-17 Page 17 of 31 FIRE DETECTION AND ALARM SYSTEM 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 28 31 00 It shall be tested and approved to cover up to 2,000m2 (20,000 sq.ft). It shall have a built-in simple user interface indicating alarm and fault status and include a reset / disable button. It shall provide absolute smoke detection. It shall be approved to provide very early warning smoke detection and provide four alarm levels corresponding to Alert, Action, Fire 1 and Fire 2. These levels shall be programmable and able to be set at sensitivities ranging from 0.05-20% obs/m (0.016–6.4% obs/ft). The detector shall be specifically designed for industrial applications. It shall consist of a highly sensitive LASER-based smoke detector with in-field clean air zero capability, aspirator, intelligent filter and secondary filter. It shall be modular, with field replaceable detection chamber, aspirator, intelligent filter and secondary filter. It shall have four pipe inlets for sample air. It shall incorporate per pipe ultrasonic flow monitoring and provide staged airflow faults. It shall have a built-in and field replaceable intelligent filter placed after the flow monitoring circuitry. Intelligent filter shall: a. Dilute the sampled air for prolonged detector life. b. Combine sample air from all pipe inlets. c. Divide sampled air into filtered clean air and unfiltered air before mixing them together. d. Use HEPA filter with more than 99% efficiency for filtered clean air i.e. removing more than 99% of contaminant particles of 0.1microns or larger, to provide clean air for dilution. e. Use a mesh/screen for the unfiltered air for protection against lint type of particles. f. Be fail-safe and supervised for correct operation with built-in capability to alert for when replacement is required. g. Maintain consistent detector sensitivity over time. h. Have ultrasonic airflow monitoring of the unfiltered sampled air through the intelligent filter. It shall have a field replaceable aspirator after the intelligent filter where the diluted sampled air flows through the aspirator prolonging its life. The aspirator shall be a purpose-designed rotary vane air pump. It shall be capable of allowing for multiple sampling pipe runs up to 360m (1,200ft) in total, (4 pipe runs per detector) with a transport time per applicable local codes. It shall have a sub-sampling probe (inertial separator) after the aspirator for reduced dust intake in to the detection chamber. It shall have a secondary foam filter after the sub-sampling probe (inertial separator) where the sub-sampled air flows through the foam filter prolonging detection chamber life. The foam filter shall be capable of filtering particles in excess of 20 microns from the sampled air. It shall have a field replaceable smoke detection chamber which stores the calibration values with the chamber assembly. It shall have capability for in-field clean air zero to provide absolute smoke detection. It shall have capability to measure blockages in the air path in to or out of the detection chamber. It shall have an enclosure rating of IP54. The detector shall allow for direct wall mounting or using a supplied mounting plate. It may be inverted as required in specific applications. It shall be self-monitoring for filter contamination. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-18 Page 18 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 24. D. E. F. G. It shall be configured via local USB port with Ethernet port for remote monitoring. 25. It shall have Fire and Fault relay outputs in addition to three configurable relays. The relays shall be software programmable to the required functions and must be rated at 2 AMP at 30 VDC. 26. It shall have at least one general purpose input (GPI). 27. It shall have Power In and Power Out connections to allow powering more than one detector from one power supply. 28. Optional equipment may include a dedicated Xtralis VSM graphics package. 29. It shall report any fault on the unit by using configurable fault relay outputs or via PC based configuration and monitoring system. 30. The detector shall have built-in event and smoke logging. It shall store smoke levels, alarm conditions, operator actions and faults. The date and time of each event shall be recorded. Each detector (zone) shall be capable of storing up to 18,000 events. Programming Requirements Using either USB or Ethernet port the detector shall allow programming of: 1. IP address and related fields to support Ethernet based networking 2. Four smoke threshold alarm levels 3. Time delays 4. Configurable relay outputs for remote indication of detector conditions 5. Holidays and day/night changeover times 6. Major and minor airflow fault limits 7. Aspirator speed 8. General purpose input function 9. Alarm and fault latching Sampling Pipe 1. The sampling pipe shall be smooth bore. Normally, pipe with an outside diameter (OD) of 25mm or 1.05” and internal diameter (ID) of 21mm or ¾” should be used. 2. The pipe material should be suitable for the environment in which it is installed. VESDA pipe material shall be UL 1887 Plenum rated CPVC). 3. All joints in the sampling pipe must be air tight and made by using solvent cement, except at entry to the detector. 4. The pipe shall be identified as Air Sampling/Aspirating Smoke Detector Pipe along its entire length at regular intervals not exceeding the manufacturer’s recommendation or that of local codes and standards. 5. All pipes shall be supported at not less than 1.5m (5ft) centres, or that of the local codes or standards. 6. The far end of each trunk or branch pipe shall be fitted with an end-cap and made air-tight by using solvent cement. Use of an end-cap will be dependent on ASPIRE2 calculations. Sampling Holes 1. Sampling holes shall not be separated by more than allowed for conventional point detectors as required by 30 feet as local codes and standards. Intervals may vary according to calculations. For NFPA the maximum allowable distance is 30ft. 2. Each sampling point port shall be identified in accordance with Codes or Standards. 3. Provide per manufacturer’s recommendations and standards in relation to the number of sampling points and the distance of the sampling points from the ceiling or roof structure and forced ventilation systems. 4. Sample port size shall be as specified by ASPIRE2 calculations. Detection Alarm Levels: The laser based ASD system shall have four (4) independently programmable alarm thresholds. The four alarm levels may be used as follows: FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-19 Page 19 of 31 FIRE DETECTION AND ALARM SYSTEM H. I. J. K. 2.6 28 31 00 Alarm Level 1 (Alert) Activate a visual and audible alarm in the fire risk area. Alarm Level 2 (Action) Activate the electrical/electronic equipment shutdown relay and activate visual and audible alarms in the Security Office or other appropriate location. Alarm Level 3 (Fire 1) Activate an alarm condition in the Fire Alarm Control Panel to call the Fire Monitoring Service and activate all warning systems. Alarm Level 4 (Fire 2) Activate a suppression system and/or other suitable countermeasures. The alarm level functions as listed are possible scenarios. Program as directed by Owner to the best utilization of these facilities for each application and the requirements of local A.H.J. Initial Detection Alarm Settings 1. Alarm Level 1 (Alert) 0.2% obs/m (0.064% obs/ft) 2. Alarm Level 2 (Action) 0.3% obs/m (0.096% obs/ft) 3. Alarm Level 3 (Fire 1) 0.40% obs/m (0.128% obs/ft) 4. Alarm Level 4 (Fire 2) 2.0% obs/m (0.64% obs/ft) Initial (factory default) Alarm Delay Thresholds Initial (factory default) settings for the alarm delay threshold shall be: 1. Alarm Level 1 (Alert) 10 seconds 2. Alarm Level 2 (Action) 10 seconds 3. Alarm Level 3 (Fire 1) 10 seconds 4. Alarm Level 4 (Fire 2) 10 seconds Fault Alarms: The Detector Fault relay shall be connected to the appropriate alarm zone on the Fire Alarm Control Panel (FACP) in such a way that a Detector Fault would register a fault condition on the FACP. The Minor Fault and Isolate relays shall also be connected to the appropriate control system. Provide as required by local Codes, Standards or Regulations. Power Supply and Batteries: The system shall be powered from a regulated supply of nominally 24V DC. The battery charger and battery shall comply with the relevant Codes, Standards or Regulations. Typically 24 hours standby battery backup is required followed by 30 minutes in an alarm condition. 1. UL 1481 Listed -provided the power supply and standby batteries have been appropriately sized / rated to accommodate the system’s power requirements. 2. Provide 120-volt 20-amp circuit from the life safety branch panel to each power supply. MAGNETIC DOOR HOLDERS, AUTOMATIC FIRE DOORS / SHUTTERS, AND SECURITY GRILLES AND INTERIOR SPACE CONTROLLED ACCESS EGRESS DOORS WITH AUTOMATIC EMERGENCY EGRESS ELECTRIC LOCK EMERGENCY RELEASE A. B. C. Magnetic fire door hold open devices, interface for automatic roll down fire doors/shutters, and interface for security grilles and controlled access egress doors with emergency egress shall be provided. Coordinate with Division 8 and Architectural Drawings for exact location. The operation of any alarm in the fire alarm system shall cause the following: 1. Release of the magnetic fire door holding devices, permitting the fire doors to be closed by the door closer. 2. Permit the automatic roll down fire doors/shutters to close automatically. 3. Permit the security grilles with emergency egress to open automatically. 4. Unlock the electrically controlled access doors in all interior spaces. The magnetic door holders, automatic roll down fire doors/shutters, security grilles, FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-20 Page 20 of 31 FIRE DETECTION AND ALARM SYSTEM D. 2.8 and interior electrically controlled access doors with emergency egress, shall be associated with two smoke detectors located on the ceiling with one on either side of the fire door/shutter, security grille opening, or interior egress path electrically controlled door. The operation of either of these detectors shall also cause the magnetic holder to release the fire door, the automatic fire door/shutter to close, and the security grille with emergency egress to open. The operation of smoke detectors associated with a magnetic door holder, automatic roll down fire door, security grille, or electrically controlled access door shall transmit a pre-alarm signal to the fire alarm panel. REMOTE ALPHA-NUMERIC DISPLAY ANNUNCIATORS A. B. 2.9 28 31 00 Remote alpha-numeric annunciator(s) to annunciate all system events and duplicate the displayed status at the main FACP. The annunciator(s) shall be an 80character display similar to the main FACP and operate via the system RS485 or RS232 serial output terminal from the main FACP. The unit shall operate from FACP 24VDC power and function during system power failure while the system resides on standby batteries. The remote annunciator(s) shall include: 1. Integral time-date clock 2. System reset 3. System silence 4. System acknowledge 5. Display/step switch 6. Integral trouble buzzer 7. LCD contrast adjust 8. Fire Drill Operation Annunciator shall upon command display the first system alarm, last alarm, and system alarm count. The following primary controls shall be visible through a front access panel: 1. 80 character alphanumeric display, LCD, LED, or gas plasma 2. Individual red system alarm LED 3. Individual yellow supervisory service LED 4. Individual yellow trouble LED 5. Green “POWER ON” LED 6. Alarm acknowledge key 7. Trouble acknowledge key 8. Alarm silence key 9. System reset key 10. LED test PRINTER AND PRINTER STAND A. A high impact dot matrix printer shall be provided. The printer shall provide hardcopy printout of all changes in status of the system and shall time-stamp such printouts with the current time-of day and date. The printer shall be wide carriage with 80-characters per line and shall use standard pin-feed paper. The printer shall communicate with the control panel using as interface complying with EIA standard RS-232. Printer shall be capable of operating on parallel or serial outputs. Power to the printer shall be 120VAC at 60Hz. The printer shall print all status information including status, address, event history and programmed custom ID message. 1. High speed, bi-directional. 2. Serial or parallel interface. 3. Front panel interface. 4. Supports modems for remote installation. 5. LED status indicators. 6. RS-232 direct cable supervised. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-21 Page 21 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 7. 8. B. PART 3 Printer self test mode. 9-Pin, impact, dot matrix printer with minimum speed of 232 characters per second. Printer Stand: 1. Steel and laminate construction 2. Two shelves for paper storage 3. 28H x 26W x 20 Inches deep 4. Locking casters EXECUTION 3.1 GENERAL REQUIREMENTS A. B. C. D. E. F. G. H. I. J. K. Installation shall include the delivery, storage, setting in place, fastening to the building structure, interconnection of the system components, alignment, adjustment and all other work, whether or not expressly specified, which is necessary to result in a tested and operational system. All installation practices shall be in accordance with, but not limited to, the specifications and drawings. Installation shall be performed in accordance with the applicable standards, requirements and recommendations of NFPA 72 and the National Electrical Code and any authorities having jurisdiction. Proper protection against corrosion shall be provided on all electrical equipment in accordance with the requirements of the National Electrical Code. The installation shall conform to all manufacturers’ recommendations. All equipment shall be firmly secured in place unless requirements of portability dictate otherwise. Fastenings and support shall be adequate to support their loads with a safety factor of at least three. All boxes, equipment, etc., shall be plumb and square. The contractor must take such precautions as are necessary to prevent and guard against electrostatic hum, to supply adequate ventilation, and to install the equipment to provide reasonable safety for the operator. In the installation of equipment and cables, coordinate with Architectural drawings for possible conflicts with millwork, casework, marker boards, furniture, lockers, etc., and notify the architect of any discrepancies. Verify modifications before proceeding with installation. Mount end-of-line resistor for each box circuit in backbox located at the last manual alarm station or automatic initiating device in a circuit. Mark device accordingly in the field. Provide two dedicated phone lines from telephone company demarcation point to fire alarm panel. Telephone cable shall be Category 6 rated and installed in 3/4" conduit. Upright and/or Wall Post-Indicating Valve: Provide conduit and wiring from fire alarm control panel to post-indicating valve if electronically supervised, coordinate exact location of PIV with fire sprinkler contractor prior to rough-in. Coordinate final location with Civil Drawings and Fire Protection Contractor. Where equipment is located inside a vault, stub required conduit inside vault, turn up and cap. Contractor shall submit on completion of system verification, a point-by-point check list indicating the date and time of each item inspected and issue a certificate confirming that the inspection has been completed and the system is installed and functioning in accordance with the Specifications prior to date of substantial completion. Provide remote alphanumeric display annunciators in the administrative area in constantly attended area and additional annunciators where indicated on the drawings. Alarm devices shall be ceiling mounted unless indicated specifically otherwise. Alarm devices in Mechanical, Electrical, Communications, IDF / MDF Rooms and FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-22 Page 22 of 31 FIRE DETECTION AND ALARM SYSTEM L. M. N. O. P. Q. R. S. T. U. V. W. X. 28 31 00 Central Plant shall be wall mounted and coordinated with other equipment, piping and ductwork. Detectors shall be installed per NFPA 90A and be listed with the fire alarm control panel. Auxiliary Equipment Monitoring Wiring and connection to equipment shall be the responsibility of the fire alarm contractor. Power for magnetic door holders shall be wired through fire alarm relay. Smoke detectors shall be mounted to a 4-inch octagon box with hanger bar or with box secured to building structure. Provide power via 120-volt, 20-Amp dedicated circuits with lock-on provisions at the respective circuit breaker for the main fire alarm control panel, each panel extender and each remote power supply at no additional cost to the Owner. The complete fire alarm system shall be powered under emergency power when emergency life safety power is available at the project site. When emergency life safety power is not available at the project site, power shall originate from the nearest available 120-volt panel. Label 120V circuit origination (ie: “120-Volt Circuit ELA-3”) Provide smoke detectors in the following locations: 1. All paths of egress and adjoining spaces within the same envelope including but not limited to: corridors, hallways, stairs, lobbies, and elevator landings. 2. At each electrical room, telecommunications/data room, elevator machine room, kiln room, and mechanical room not subject to un-treated or un-filtered outside air. 3. At each computer lab/room. 4. At each library, library office and library ancillary areas. 5. At each storage room, stock room, or warehouse space. 6. At each pre-K and kindergarten classrooms. 7. At nurse’s area/clinic and patient care/cot areas. 8. At each men’s and women’s restroom/toilet 9. At each administrative work room or copy room. Provide heat/thermal detectors in the following locations: 1. At each electrical room, telecommunications/data room, elevator machine room and mechanical room subject to un-treated or un-filtered outside air. 2. At each janitor’s/custodial closets. 3. At each commercial kitchen and adjoining storage rooms; at each food preparation area. 4. At each employee break room/lounge. 5. At each vocational shop. 6. At each science, physics, chemistry, or biology classroom and their associated preparation and storage rooms. Provide carbon monoxide detection and smoke detection devices in all areas designated as day-care for minors. Provide duct smoke detectors in all air handling units with air volumes of 2,000 cfm or larger. Provide duct smoke detectors on outside air units only as required by local Code and / or A.H.J. Provide VESDA type detectors at the following locations when appropriate: 1. Atriums. 2. High ceiling corridors where maintenance of spot type detectors may be difficult. 3. Areas with skylights. Provide manual pull stations at each exterior exit and at each exit from all floors. Provide one manual pull station at the central reception area as directed by Owner. Provide weatherproof exterior audio/visual alarm devices mounted on the building at the exact location as directed by Architect: 1. Main entry. 2. Courtyards and outdoor assembly areas adjacent to the building. 3. Mechanical yards adjacent to the building. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-23 Page 23 of 31 FIRE DETECTION AND ALARM SYSTEM Y. 28 31 00 4. Covered playgrounds or covered assembly areas adjacent to the building. 5. Additional locations where indicated on drawings. 6. Outdoor paved play areas. Provide audio and visual alarm devices in all areas normally occupied by students or minors and all common use areas. 3.2 CABLE AND BOXES INSTALLATION A. All circuits shall be protected to avoid interruption of service due to short-circuiting or other conditions, which might adversely affect the connected devices. Each individual signaling circuit shall be classified as a circuit pair. All cabling in racks, cabinets and junction boxes shall be neatly strapped, dressed and adequately supported. Cable installation shall conform to good engineering practices and to the standards of the National Electrical Code. Cables shall be terminated with the proper connector required for the associated operation of the equipment to which it is connected. Screw terminal blocks shall be furnished for all cables, which interface with racks, cabinets, consoles or equipment modules. All cables within a rack, console or junction box shall be grouped according to the signals being carried to reduce signal contamination. Where shielded conductors enter a panel or enclosure, and where power wiring exists, provision shall be made to provide physical isolation of signal and power conductors. Supply and install all fittings and accessories whether or not they are specified, required for proper, safe and reliable operation of the system. All wire shall be installed in an approved conduit/raceway system (except where permitted by NEC and the local authority having jurisdiction). Maximum conduit fill shall not exceed 40%. Minimum conduit size shall be 3/4" EMT with insulated bushings. Install conduit per engineered shop drawings. All conduit terminations in all boxes shall have insulated bushings. Systems utilizing open wiring techniques with low smoke plenum cable shall provide conduit in all inaccessible locations, inside concealed walls, all mechanical/electrical rooms, or other areas where wiring might be exposed to view and or subject to damage. All vertical wiring and all main trunk/riser wiring shall be installed in a complete raceway/conduit system. All riser boxes shall be adequately sized for the number of conductors transversing the respective box as well as the number of terminations required. All junction boxes containing fire alarm wiring are to be painted red and labeled. All plenum wiring is to be installed parallel and perpendicular to the building structure. Cable shall be bundled with cable ties on a maximum of 2'-6". Install cable in D-ring hangers, secured to the structure at a maximum of 5' on center. Cable shall not lie on ceiling grid or ceiling tiles, light fixtures, piping, ductwork, or foreign equipment. The system ground is to be connected to the local ground bus. Under no conditions shall the AC neutral either in a power panel or in receptacle outlets be used for a reference ground. All wiring shall be in accordance with NFPA 72, the National Electrical Code, and Local Codes. All wiring sizes shall conform to recommendations of the equipment manufacturer, and as indicated on the engineered shop drawings. All wire shall be UL Listed FPL for limited energy (300V) and fire alarm applications and shall be installed in conduit. Limited energy FPLP or MPP wire may be run open in return air ceiling plenums provided such wire is UL Listed for such applications and is of the low smoke producing fluorocarbon type and complies with NEC Article 760 and approved by the local authority having jurisdiction. B. C. D. E. F. G. H. I. J. K. L. M. N. O. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-24 Page 24 of 31 FIRE DETECTION AND ALARM SYSTEM P. Q. 3.3 No other wiring shall be run in the same conduit as fire alarm wiring. All fire alarm wiring to be red. All fire alarm circuits shall be identified at each termination and at each 25 feet between terminations. FINISHES A. 3.4 28 31 00 Main Fire Alarm Panel color shall be approved by Owner / Architect. ALARM SYSTEM SEQUENCE OF OPERATION A. B. General: 1. All fire alarm circuits shall be electrically supervised. 2. Automatic response functions shall be accomplished by the first device initiated. Alarm functions resulting from initiation by the first device shall not be altered by subsequent alarms. An alarm signal shall be the highest priority. A pre-alarm signal shall have second priority and supervisory or trouble signals shall have third and fourth level priority. Signals of a higher level priority shall take precedence over signals of lower priority even though the lower priority condition occurred first. Fire alarm operating sequences shall be as follows: 1. Activation of any automatic detector, manual station, or sprinkler flow switch shall cause the location of alarm to be identified in an audible and visual manner at the building fire alarm control panel (FACP), and shall initiate the following events: a. The system common alarm LED on the CPU Module shall flash. The internal audible trouble device shall sound. Acknowledging the alarm condition shall silence the audible trouble device and revert the flashing common alarm LED to a steady state. b. The 80-character display shall indicate all applicable information associated with the alarm condition including: zone, device type, device location, and time of alarm. Location and zoning messages shall be custom field programmed to respective premises. c. Any remote or local annunciator LED's associated with the alarm point shall be illuminated as herein specified. d. The remote signaling connection shall be activated relaying the alarm signal to an approved central station (central station connection and service provided by Owner). Point ID and descriptor must be sent and received. e. All automatic events programmed to the alarm point shall be executed and the associated indicating devices and/or outputs activated. f. Activate all audible/visual alarm devices. Where prerecorded voice announcement is required or specified, the prerecorded announcement shall be preceded with attention tone(s), followed by the approved prerecorded announcement and continue in a cycle until the system is reset. Manual voice announcement shall interrupt the prerecorded cycle and the prerecorded cycle shall resume automatically after three minutes. g. De-activate all HVAC systems. h. De-energize the kitchen hood supply/exhaust fans as required by local authority having jurisdiction. i. Close all related smoke dampers. j. Close all related smoke/fire dampers. k. Release all magnetic door hold open devices. l. Release the electric strike, unlocking, but not unlatching, locked doors controlled by an access control system. m. Release Counter Shutters and hold-open devices on all fire and smoke doors. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-25 Page 25 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 n. o. p. 2. 3. C. D. 3.5 Open all security grilles with emergency egress. Activate to close all related fire and smoke doors and shutters. Activate signaling connection to the elevator as required by the local authority having jurisdiction. q. Signal the building automation system and security system, and Owner’s security/police personnel as directed by Owner/Architect. The audible alarms shall be inhibited from being silenced for a period of 3 minutes after commencing operation unless alarm is acknowledged and appropriate action has been taken. r. Activate automatic recall operation of elevators as required by local authority having jurisdiction. s. Record all events on the system printer. Activation of duct mounted smoke detector on the HVAC equipment, or a smoke detector mounted in the return/supply air stream of any fan shall shut down all units as required by NFPA. The activation of one of these detectors shall send an alarm signal to the control panel and also initiate the Alarm Sequence of Operation. Activation of a control valve supervisory switch shall initiate the following events: a. The activation of any sprinkler valve supervisory (tamper) switch shall activate the system supervisory service audible signal and illuminate the LED at the building fire alarm control panel (FACP). Differentiation between valve tamper activation and opens and/or grounds on the initiation circuit wiring shall be provided. b. Activation of a sprinkler system control valve supervisory switch shall not prevent the events listed under Article 3.04. c. Restoring the valve to the normal position shall cause the supervisory service audible signal to pulse, indicating the restoration to normal position. The supervisory service reset key shall be provided to silence the audible signal. 4. Activation of the smoke detector and heat detector in the elevator machine room and at top of elevator shaft shall cause the elevators’ controllers to be tripped by way of the shut trip breaker, and shall also initiate the events listed under Article 3.04. 5. Any subsequent fire alarm shall reactivate the alarm indicating appliances and activate the respective control sequences described above. 6. Upon reset of the fire alarm control panel, HVAC units shall be capable of being started, and resume normal operation. Activation of the manual evacuation (drill) switch shall operate the alarm indicating appliances without causing other control circuits to be activated. However, should true alarm occur, all alarm functions should occur as described. ALARM VERIFICATION shall be field programmed for each respective detector. Global verification will not be acceptable. The verification sequence is activated after a "check" procedure and the panel will wait a field programmable delay period (0-50 seconds) then proceed to re-sample the detector for continued presence of smoke. If the alarm condition still exists or a non-verified device is actuated during the verification period, the system will then initiate all alarm sequences specified herein. The system shall incorporate the ability to log in memory the number of verification events that have occurred for each selected device. EQUIPMENT IDENTIFICATION A. Each panel or equipment enclosure shall be provided with a permanently engraved or embossed or silkscreen identification tag. The tag shall include the following information: 1. Name of manufacturer. 2. Manufacturer’s equipment description. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-26 Page 26 of 31 FIRE DETECTION AND ALARM SYSTEM 3. 4. 3.6 A. Interchangeable Parts: All spare parts furnished shall be directly interchangeable with the corresponding components of the installed system. Spare parts shall be packaged and identified by nameplate, tagging, or stamping. Spare parts shall be delivered to the site in unopened cartons for storage as directed by the Owner. B. Spare Parts: Provide minimum of two, or 5% of building total, whichever is greater unless noted otherwise. 1. Spare shut down modules 2. Spare detectors of each type in the system 3. Spare alarm indicating devices of each type in the system 4. Spare manual pull stations 5. Spare protective covers of each type in the system. 6. Spare relays/controls required for connection to smoke and fire/smoke dampers 7. Devices listed above are to be installed as directed by Architect/Engineer or local code authorities at no additional cost to the Owner. Unused spare parts are to be parts for Owner’s cabinet. Provide two copies of the final software programmed into the fire alarm system. One box of printer paper. Parts list: Furnish a list, in duplicate, of all other parts and accessories the manufacturer of the system recommends to be stocked for maintenance. KEYS A. 3.8 Keys and locks for all equipment shall be identical. Provide not less than six keys of each type required. Identify keys by an appropriate number stamped on each key or on a metal tag attached thereto. Provide a key numbering chart in each operation and maintenance manual furnished. SMOKE DAMPERS AND FIRE/SMOKE DAMPERS A. B. C. D. 3.9 Serial number and model number. Voltage and current rating. SPARE PARTS AND TOOLS C. D. E. 3.7 28 31 00 Smoke dampers and combination fire/smoke dampers shall be controlled by an automatic alarm initiating device. Smoke dampers installed to isolate the air handling system shall be arranged to close automatically when the system is in alarm. Coordinate motor operator voltage with supplier. Open all dampers prior to starting air handling equipment. Provide 120V power from nearest general purpose 20A receptacle circuit as required, or as noted otherwise. GRAPHIC FLOOR PLANS A. B. C. Provide two (2) color coded floor plan detailed with actual room names, actual graphic room numbers as directed by the Owner and adequate information to direct people to the fire alarm devices in alarm and to exits with non-fading floor plan media. Do not use architectural plan room names and numbers. Each plan shall clearly relate the room numbers on the annunciator to the area description on the floor plan. All fire alarm devices located to correspond with the annunciator. The floor plan shall be solvent welded in acrylic plastic. 1. Mount in an extruded aluminum frame next to the main fire alarm control FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-27 Page 27 of 31 FIRE DETECTION AND ALARM SYSTEM D. 3.10 panel and annunciator in main office. Minimum size 11x17 inches. Install graphic floor plans as directed by Architect/Owner prior to substantial completion. Each area or room designation shall be verified with the fire alarm device during testing. OPERATING INSTRUCTIONS A. B. C. 3.11 28 31 00 Coordinate with Owner for appropriate off-site monitoring service and communication technology to be used. Provide all necessary programming for interfacing with the Owner’s on-site and off-site remote signaling receiving station, including programming of descriptors and addresses at the receiving station. Provide Fire Alarm System Operating Instructions for the following items including, but not limited to: 1. Alarm Signal a. How to open panel door b. What to read and follow the instruction on display c. How to acknowledge alarm d. How to silence the signals e. How and when to reset the system f. How to return system to normal operation 2. Trouble / Supervisory a. How to open panel door. b. What to read and follow the instruction on display c. How to acknowledge trouble condition d. Appropriate personnel to respond Provide laminated instructions in extruded aluminum frame. Mount adjacent to the Fire Alarm Control Panel and remote annunciator panel(s) for ready reference. ADDITIONAL REQUIREMENTS A. B. C. D. E. F. G. H. I. The contractor is to ensure all areas of the building are covered with visual and audio alarm devices for occupant notification of a fire alarm, including remote portable or temporary buildings. Coordinate door hold devices with door and door hardware. Provide interface with and coordinate shunt-trip circuit breakers and control devices with kitchen hood fire control systems and elevator equipment. Alarm circuit power supplies and circuiting shall be designed and installed to accept an additional five (5) 110cd visual devices for future expansion. The initial design shall not exceed 70% of the rated power supply and circuit capability. Install system event printer as directed by Owner/Architect. Provide programming or re-programming of all hot keys as directed by Owner including, but not limited to, fire drill, AHU shutdown bypass, horn/strobe disable, elevator test. Provide one dedicated alarm circuit for (future) portable (temporary) building(s) to the nearest main building egress exit discharge to the designated portable building location. Provide 100 feet of cable coiled and marked “FACP-ALARMPORTABLES” above an accessible ceiling. Provide one dedicated addressable initiating device circuit with a minimum capacity of 50 devices for (future) portable (temporary) building(s) to the nearest man building egress discharge to the designated portable building location. Provide 100 feet of cable coiled and marked “FACP-INITIATING PORTABLES” above an accessible ceiling. Provide printer and printer stand at main FACP; exact location as directed by Owner / Architect. FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-28 Page 28 of 31 FIRE DETECTION AND ALARM SYSTEM 3.12 28 31 00 COMMISSIONING THE SYSTEM A. B. C. D. E. F. The installing contractor shall be responsible for verifying that each component of the system is fully operational and in conformity with the specifications. He shall also be responsible for insuring that all elements function together as a system in accordance with the specifications. A state licensed and factory trained technical representative of the manufacturer shall supervise the final control panel connections and testing of the system. Upon completion of the acceptance tests, the owner and/or his representatives shall be instructed in the proper operation of the system. The installing contractor shall functionally test each and every device in the entire system for proper operation and response. Field testing shall include voice intelligibility as required by the latest edition of NFPA 72 Any items found not properly installed or non-functioning shall be replaced or repaired and retested. The final test indicating a fully functional fire alarm system shall be recorded and an electronic and printed copy submitted to the Architect, Engineer and Owner. The installing contractor shall provide a complete written report in electronic form and printout of the functional test and intelligibility test of the entire system. A copy of the test report shall be provided with the Maintenance and Operation Manuals. The test report shall be signed and dated by the licensed fire alarm superintendent responsible for supervising the final system test and checkout. This test shall be witnessed and accepted by the Owner prior to testing for the local Fire Marshall. The installing contractor's fire alarm superintendent shall test the entire system in the presence of the local authorities having jurisdiction. The contractor shall be responsible for making any changes, adjustments, or corrections, as may be required by the local authorities. The Contractor shall affix his certification label and installation certificate to the interior of the main fire alarm control panel. The testing and acceptance shall be performed within 30 days after the fire alarm installation is completed. The test shall be performed by a minimum of two qualified fire alarm system technicians acceptable to the authority having jurisdiction. The test which is a comprehensive 100 percent inspection and test of all fire alarm system equipment shall include the following: 1. Fire alarm control equipment: a visual and functional test of the fire alarm control and auxiliary control equipment. 2. A visual inspection shall be conducted to establish that all electrical connections and equipment, as required, are properly installed and operating. 3. A functional fault simulation test shall be conducted on all relevant field wiring terminations to ensure that wiring is properly supervised as required. 4. Indicators shall be tested to ensure proper function and operation. 5. Control panel auxiliary functions shall be functionally tested to verify proper operation. 6. Control panel supervisory and alarm current readings shall be taken to verify that the control panel has the appropriate power supplies and standby batteries to operate the system as required. A three-minute general alarm stress test, both under AC power and standby power, shall be conducted to further ensure complete operation of the system. 7. Fire alarm peripheral devices; All fire alarm peripheral devices shall be functionally tested and the location and testing information recorded for each device. 8. Manual initiating devices: a. Each manual fire alarm station shall be functionally tested for alarm operation. b. Each manual fire alarm station shall be functionally tested for proper wiring supervision. 9. Automatic initiating devices: a. Each automatic initiating device shall be activated in accordance with FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-29 Page 29 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 manufacturer’s instructions to ensure proper operation. Each automatic initiating device shall be functionally tested for proper wiring supervision. c. Each automatic initiating device shall be inspected to ensure proper placement and mounting as required by specifications. 10. Alarm signaling devices: a. Each alarm signaling device shall be tested and decibel reading taken at 10' from the device and recorded to ensure proper operation. Each area’s voice alarm signaling devices shall be tested for intelligibility. b. Each alarm signaling device shall be functionally tested for proper wiring supervision. c. Decibel reading shall be taken to ensure that the alarm signal level can be clearly heard in all areas of the facility. d. All visual alarm indicators shall be functionally tested to ensure proper operation and that they are clearly visible. 11. Elevators: Each elevator shall be tested and automatic recall function verified. 12. Reporting: Upon completion of the initial verification audit, a report shall be sent to the Architect/Engineer indicating that all fire alarm equipment has been tested and is in 100 percent operation. The report shall also contain the audit testing information as to the location and operational status of each peripheral device. The 100 percent audit shall be performed by a factorytrained representative. The report shall include the voice intelligibility performance in each area and indicate compliance with NFPA and local AHJ requirements. It is the intent of these specifications and of the Architect/Engineer that a continued program of system maintenance is to be provided by the Owner in compliance with NFPA 72. It is mandatory that the installing Contractor provide such services and make available these services to the Owner upon completion of the project. Upon completion of installation and full acceptance testing, submit NFPA 72 certificate of compliance that the total fire alarm system, including any subsystems, is fully functional and that the components are UL listed for function intended. b. G. H. 3.13 SUBSTANTIAL COMPLETION A. B. C. 3.14 Final acceptance of the FIRE ALARM SYSTEM by the owner, local code authorities and Occupancy Permit has been issued. All fire alarm system shop drawings, test reports, operating and maintenance manuals, maps and as-built drawings shall be submitted in electronic format to and accepted by the Architect / Owner prior to date of substantial completion. Acceptance by County or Local Fire Marshall. WARRANTY A. The fire alarm system, including labor and material, shall be free from defects in workmanship and materials, under normal use and service, for a period of one year from the date of substantial completion. Major components including but not limited to the main fire alarm panel, sub-panels, panel extenders, power supplies and emote annunciators. Any equipment or workmanship shown to be defective shall be repaired, replaced or adjusted during normal working hours at no cost to the owner within 4-hour notification. Any equipment replaced shall be complete with full factory warranty for that part beginning on the date of installation. B. Repair services and replacement parts for the system to be furnished under this Contract shall be available for a period of ten years after the date of final acceptance. Service during the warranty period shall be provided within four hours after notification and all repairs shall be corrected within 24 hours after notification FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-30 Page 30 of 31 FIRE DETECTION AND ALARM SYSTEM 28 31 00 throughout the warranty specified in this section. 3.15 C. The installing contractor shall provide 24 hour, 365 days per year emergency service with factory trained, state licensed service technicians. D. The equipment manufacturer shall be represented by a local service organization and the name of such shall be furnished to the Owner, Architect, and Engineer. E. Provide a certified fire alarm test of the complete system no earlier than 30 days prior to the end of the warranty period and correct any and all items to bring the system to an approved status at no cost to the Owner. Clean all smoke detectors and replace all defective parts at no cost to the Owner. F. Guarantee labor, materials, and equipment provided under this contract against all defects for a period of one year after the date of final acceptance and receipt and approval of “As-Built” drawings and schematics of all equipment. G. All manufacturer’s warranties which extend past final completion shall be fully transferred to the Owner. TRAINING A. B. C. D. Provide training course to all fire personnel assigned by Owner’s Representative. The training shall include a course syllabus and hands-on participation. Training shall be conducted on a system identical to the one being installed on this project. The system shall be able to perform all system operations and simulate all types or forms of alarm conditions. Provide a video of the training program to the Owner’s Representative to be used for periodic refresher course, training of the local fire department and for training of new employees. The training course shall include, in addition to the above, a system overview, and a review of the operation and maintenance manual. The instructor shall be factory trained and shall be thoroughly familiar with all parts of the installation on which instruction is to be given. The instructor shall be trained in operating theory as well as in practical operation and maintenance work. END OF SECTION FIRE DETECTION AND ALARM SYSTEM PORT ARTHUR ISD, TYRRELL ELEMENTARY SCHOOL EXPANSION AND RENOVATION #21532 CLAYCOMB ASSOCIATES, INC. 02/23/2016 28 31 00-31 Page 31 of 31 ...\188-071 PAVE PLAN.dgn 4/5/2016 9:29:37 AM E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR 30"/ 90" 96' - 2" 4' - 8" K 30"/ 78" 96' - 2" GB10 GB 12 6 1 . 5 . 4 1 # M U D N E D D A 2 3 5 1 2 . O N B O J 1 30"/ 78" 96' - 2" GB 7 J 17' - 6" 36"/ 108" 96' - 2" GB 21 36"/ 102" 96' - 2" GB 11 30"/ 90" 96' - 2" GB 10 GB 52 20' - 9" GB 22 15' - 6 1/2" 18"/ 36" 97' - 4" 30"/ 84" 95' - 10" 5' - 0" 3' - 11" Y R A T N E M E L E L L E R R Y T 23' - 11" GB 9 GB 22 1 15' - 6" GB 16 GB 46 6' - 1" GB 47 GB 16 24"/ 72" 96' - 2" GB 24 30"/ 84" 96' - 2" 36"/ 108" 94' - 0" GB 25 GB 26 GB 17 30"/ 84" 96' - 2" GB 17 24"/ 60" 96' - 2" GB 46 30"/ 90" 96' - 2" GB16 GB 46 GB 7 GB 2 GB 46 36"/ 108" 96' - 2" GB 17 GB 17 GB 27 36"/ 102" 96' - 2" 1 24"/ 60" 96' - 2" 1 1 42"/ 114" 94' - 0" 36"/ 108" 94' - 0" 36"/ 96" 94' - 0" 24"/ 66" 94' - 0" TYPICAL PILASTER @ EXT. COL. REF 4/3.51 (TYP.) 36"/ 96" 94' - 0" 30"/ 78" 94' - 0" 30"/ 84" 97' - 2" EQ 36"/ 102" 96' - 2" GB 28 24"/ 72" 94' - 0" 1 EQ 24"/ 72" 96' - 2" 8' - 6" 36"/ 96" 96' - 2" 11' - 11" 36"/ 108" 96' - 2" GB 16 24"/ 72" 94' - 0" 18"/ 54" 96' - 2" GB 50 1 GB2 15' - 0 1/2" 20' - 5" 1 36"/ 108" 96' - 2" GB 49 1 GB 48 C EXISTING BUILDING 1 3' - 5" C2 GB 6 GB 8 11' - 10" D 30"/ 78" 96' - 2" 36"/ 96" 96' - 2" E D3 15' - 6" GB 17 24"/ 72" 96' - 2" 20' - 0" 1 GB 51 36"/ 108" 96' - 2" 30"/ 90" 96' - 2" 1 GB 2 GB 2 GB 2 GB 2 GB 2 GB 5 GB1 24"/ 66" 94' - 0" GB 1 30"/ 84" 94' - 0" 24"/ 60" 94' - 0" 13' - 9 1/2" 1' - 7" 13' - 9 1/2" 19' - 1 1/2" 8' - 5 1/2" 17' - 9 1/2" 3' - 1" 9' - 8" 11' - 3" 15' - 3" 1' - 8" 1' - 6" 12' - 5" 17' - 9 1/2" 23' - 4" 30' - 9" 15' - 2 1/2" 12' - 3" 8' - 10" 15' - 2 1/2" 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C 1' - 7 1/2" 2 1/2" E.J. 22' - 10" 122' - 1 1/2" 152' - 10 1/2" 1 N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP GB 2 1' - 7" A 9' - 8" 30"/ 78" 94' - 0" GB 1 9' - 8" 15' - 0 1/2" GB 3 B t c i r t s i D 1' - 7" 30"/ 84" 96' - 2" 1 30"/ 90" 96' - 2" GB 16 GB 2 15' - 4 1/2" 13' - 11" 36"/ 108" 94' - 0" l o o h c S 1' - 9" GB23 GB 19 GB 2 24"/ 66" 96' - 2" F t n e d n e p e d n I 8' - 8" 1 7' - 1" 15' - 4 1/2" 9' - 9" 30"/ 84" 96' - 2" 1 H G 36"/ 102" 96' - 2" r u h t r A t r o P 17' - 6" 30"/ 84" 96' - 2" GB 23 GB 23 GB 21 GB19 GB 2 20' - 7" 36"/ 108" 94' - 0" 24"/ 66" 94' - 0" 18"/ 48" 96' - 6" 42"/ 114" 94' - 0" 1.6 2 2.2 1 2.5 3 4 1 4.2 4.3 6 5 7 8 9 PIER PLAN - AREA A 1/8" = 1'-0" PIER PLAN NOTES: 1. REFER TO FOUNDATION PLANS FOR DATUM ELEVATION. 2. REFER TO 3.51 FOR PIER DETAIL. 3. REFER TO 3.52 FOR GRADE BEAM SCHEDULE. PIER DIAMETER PIER BELL DIAMETER 24" / 48" 99'-4" TOP OF PIER 4. PIERS SHALL BE LOCATED AT CENTERLINES OF COLUMNS OR CENTERED UNDER GRADE BEAMS. 5. REFER TO FOUNDATION PLANS FOR SECTION MARKS, FLOOR SLAB INFORMATION & OTHER INFORMATION NOT SHOWN. BELL PIER LEGEND T E N . B M O C Y A L C . W W W A KEY PLAN DRAWN DJ DESIGN Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 1 1 . 3 HGA Hart, Gaugler & Associates, Inc. . O N T E E H S E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR 24' - 0" 12' - 0" 6 1 . 5 . 4 1 # M U D N E D D A 2 3 5 1 2 . O N B O J 1 12' - 0" 1 27' - 7" 2.2 2.5 3' - 1" 3 9' - 8" 4 11' - 3" 15' - 3" 4.2 4.3 1' - 8" 1' - 6" 6 5 12' - 5" 7 23' - 4" 12' - 3" 8 9 8' - 10" 22' - 10" 24"/48" 24"/48" GB 37 18' - 3" GB 37 18"/ 42" 92' - 10" 17' - 2" 17' - 4" 24"/ 72" 92' - 10" 30"/ 84" 92' - 10" 30"/ 78" 92' - 10" 1 24"/ 60" 92' - 10" 24"/48" r u h t r A t r o P 4' - 0" 1' - 8" GB 32 14' - 2 1/2" 17' - 4" 14' - 2 1/2" GB 33 24"/ 48" 1 24"/ 48" 13' - 3" CANOPY FOUNDATION PER CANOPY MFR. 24"/ 72" 94' - 0" 18"/ 54" 93' - 6" 14' - 7" 36"/ 102" 94' - 0" 2' - 8" 17' - 0" 2' - 8" 18"/ 54" 93' - 6" 24"/ 60" 92' - 10" 27' - 6" EXISTING BUILDING 24"/ 48" 24"/ 60" 92' - 10" 122' - 6" 24"/ 60" 92' - 10" M 9' - 4" 10' - 11 1/2" 17' - 0" 24"/ 60" 92' - 10" GB 31 24"/ 72" 93' - 6" 18"/ 54" 93' - 6" 1 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C 24"/ 60" 92' - 10" GB 33 30"/ 78" 96' - 2" STEP BOTTOM OF GRADE BEAM 24"/ 48" 30"/ 78" 96' - 2" 4' - 8" K 24"/ 48" 15' - 0" GB 43 30"/ 90" 96' - 2" 1 3' - 0" GB 43 15' - 0" 18"/ 48" 93' - 6" GB 33 7' - 10 1/4" GB 29 8' - 5" GB 29 24"/ 72" 93' - 6" 15' - 0" J 18"/ 48" 96' - 6" 42"/ 114" 94' - 0" 24"/ 48" PIER PLAN - AREA B 15' - 0" 1/8" = 1'-0" PIER PLAN NOTES: 1. REFER TO FOUNDATION PLANS FOR DATUM ELEVATION. 2. REFER TO 3.51 FOR PIER DETAIL. 3. REFER TO 3.52 FOR GRADE BEAM SCHEDULE. 4. PIERS SHALL BE LOCATED AT CENTERLINES OF COLUMNS OR CENTERED UNDER GRADE BEAMS. 5. REFER TO FOUNDATION PLANS FOR SECTION MARKS, FLOOR SLAB INFORMATION & OTHER INFORMATION NOT SHOWN. PIER DIAMETER B 24"/ 48" PIER BELL DIAMETER T E N . B M O C Y A L C . W W W 24" / 48" 99'-4" 1' - 3" 1 N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP 1' - 5 1/2" 18"/ 54" 93' - 6" GB 43 11' - 8" GB 34 1' - 5 1/2" 1' - 5 1/2" 2' - 7" 30"/ 78" 94' - 0" 2' - 11" GB 33 1' - 5 1/2" GB 43 GB 42 GB 14 42"/ 114" 96' - 2" 3' - 0" 36"/ 108" 96' - 2" GB 17 GB19 GB 2 15' - 4" 9' - 10" 36"/ 108" 94' - 0" 1' - 5 1/2" 18"/ 54" 93' - 6" GB 15 9' - 10" GB 42 1 L 2' - 11" 1' - 0" 24"/ 60" 96' - 2" 7' - 10 1/4" 24"/ 60" 96' - 2" GB 21 GB19 GB 2 15' - 4" 20' - 10" 1' - 5 1/2" 20' - 5" 2' - 3 5/8" 2' - 11" GB 30 9' - 4" 24"/ 66" 94' - 0" 2' - 6" (TYP.) 24"/ 48" 15' - 0" GB 34 42"/ 114" 94' - 0" GB 34 52' - 0" 36"/ 108" 96' - 2" 1 1' - 4" (TYP.) GB 3 GB 20 36"/ 108" 96' - 2" 24"/ 60" 92' - 10" 18"/ 54" 93' - 6" 11' - 11" GB 20 GB 2 24' - 8" 36"/ 108" 94' - 0" 24"/ 48" 2' - 8" M7 36"/ 102" 96' - 2" 18"/ 42" 92' - 10" 1' - 3" (TYP.) GB 2 30"/ 84" 96' - 2" 18"/ 42" 92' - 10" 15' - 0" 18"/ 54" 93' - 6" 3' - 0" GB 36 EXIST. SIDEWALK STEP 15' - 0" 24"/ 60 94' - 0" GB 34 36"/ 96" 94' - 0" Y R A T N E M E L E L L E R R Y T 15' - 0" 24"/ 42" 92' - 10" GB 34 24"/ 60" 92' - 10" GB 1 GB 1 GB 1 36"/ 108" 94' - 0" 1/8" = 1'-0" 1' - 0" 36"/ 102" 94' - 0" 13' - 3" GB 4 N GB 2 14' - 2" 28' - 5" GB 33 1 PIER PLAN - SERVICE YARD @ KITCHEN GB 32 11' - 7" 3" t c i r t s i D 24"/ 66" 92' - 10" 1' - 6" 7' - 11" 30"/ 78" 92' - 10" l o o h c S PIER PLAN NOTES: 1. REFER TO ARCH/CIVIL DRAWINGS FOR LOCATION ON SITE. 24"/ 72" 92' - 10" GB 32 TYPICAL PILASTER @ EXT. COL. REF. 4/3.51 (TYP.) 14' - 6" 2 28' - 5" GB 31 GB 2 GB 2 GB 31 GB 33 GB 31 24' - 11" 1' - 9" 15' - 8" 30"/ 84" 92' - 10" GB 45 30"/ 78" 92' - 10" 36"/ 96" 94' - 0" 24"/ 60" 92' - 10" STEP TOP OF GRADE BEAM GB 44 30"/ 84" 92' - 10" GB 34 30"/ 78" 92' - 10" 24"/ 72" 92' - 10" P GB 32 GB 32 GB 34 30"/ 78" 92' - 10" t n e d n e p e d n I 1' - 3" GB 32 17' - 0" GB 32 1 54' - 6" GB 31 17' - 4" 5' - 8" Q O 1 GB 37 1' - 9" 24"/ 60" 92' - 10" 24"/48" 8' - 0" 24"/ 66" 92' - 10" 24"/48" 1' - 0" 15' - 7" 24' - 0" 16' - 8" GB 38 33' - 8" 1' - 0" 34' - 0" GB 32 6' - 11" GB 37 10' - 0" 16' - 0" 67' - 8" 24"/48" 9' - 6" 2 8' - 6" 1 TOP OF PIER BELL PIER LEGEND KEY PLAN 1/8" = 1'-0" PIER PLAN NOTES: 1. REFER TO ARCH/CIVIL DRAWINGS FOR LOCATION ON SITE. HGA DRAWN DJ DESIGN Hart, Gaugler & Associates, Inc. Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 2 1 . 3 3 PIER PLAN - SCREEN WALL . O N T E E H S E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR 6 1 . 5 . 4 1 # M U D N E D D A 2 3 5 1 2 . O N B O J 1 1' - 9" 4' - 8" K 2 3.55 PAVING J 4 3.53 (SIM.) r u h t r A t r o P 1 20' - 7" -1 3.53 2 3 3.55 3 3.54 3.53 4 3.53 8" CONC. HOLLOW CORE PLANKS w/ 3" (MAX.) NW. COMPOSITE CONC. TOPPING REF. PLAN NOTE #6. 9' - 9" H t n e d n e p e d n I l o o h c S t c i r t s i D 2 1 3.53 8' - 8" (SIM.) 1 . 3.53 7' - 1" G 4 1 3.53 3.53 2 3.53 F 13' - 11" 8" CONC. HOLLOW CORE PLANKS w/ 3" (MAX.) NW. COMPOSITE CONC. TOPPING REF. PLAN NOTE #6. 1 DL = 3 K LL = 2 K 4 2 3.55 3.53 DL = 3 K LL = 2 K 6' - 1" 12' - 11" DL = 12 K LL = 0 K 2' - 8"2' - 8" 17' - 10" 3.53 15' - 6 1/2" 1 (SIM.) 2 2' - 10" 9 /3.54 (O.H.) 3.53 DL = 12 K LL = 0 K Y R A T N E M E L E L L E R R Y T 24' - 1" 3' - 6" DL = 3 K LL = 4 K 3' - 11" D EXISTING BUILDING 1 E D3 1' - 9" 1' - 7" (SIM.) DL = 12 K LL = 0 K C2 C 3' - 5" 11' - 10" 1 3 8 3.53 3.54 4 3.54 5 4 2 3.53 3.54 T/CONC. TOPPING EL. = 100'-0" (TYP. U.N.O.) 3.53 20' - 5" 3.54 8" CONC. HOLLOW CORE PLANKS w/ 3" (MAX.) NW. COMPOSITE CONC. TOPPING REF. PLAN NOTE #6. (TYP. @ INT. COL. U.N.O.) 3 1 1 3.54 3.54 9 /3.54 1 9' - 8" B 9' - 8" 3 3.54 12" CMU FIREWALL REF. 7/3.2 4 3 3.54 3.54 N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP 8 3.54 1' - 7" 1' - 7" A 3' - 0" 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C 3 3.54 30' - 9" 1' - 7" 27' - 7" (SIM) 122' - 1 1/2" 3' - 1" 9' - 8" 11' - 3" 15' - 3" 1' - 8" 1' - 6" 12' - 5" 23' - 4" 12' - 3" 8' - 10" 1' - 7 1/2" 2 1/2" E.J. 22' - 10" 152' - 10 1/2" 1 1 2 2.2 2.5 3 1 4 4.2 4.3 5 6 7 8 9 FOUNDATION PLAN - AREA "A" 1/8" = 1'-0" FOUNDATION PLAN NOTES: DATUM ELEVATION =100'-0", CORRESPONDS WITH ACTUAL ELEVATION. REFER TO CIVIL FOR ACTUAL ELEVATION. 2. PIERS SHALL BE LOCATED AT CENTERLINES OF COLUMNS OR CENTERED UNDER GRADE BEAMS. 3. -X" INDICATES SLAB RECESS. AT RECESSES THE CONCRETE THICKNESS SHALL BE REDUCED UNLESS NOTED OTHERWISE ON PLAN. 4. VERIFY ALL BRICK LEDGE ELEVATIONS WITH ARCHITECTURAL DRAWINGS. B.L. = BRICK LEDGE. 5. "SX" DENOTES ONE-WAY SLAB REINFORCING. REFER TO 3.52 FOR SLAB SCHEDULE AND DETAILS. 6. HOLLOW-CORE PLANKS TO BE DESIGNED BY MANUFACTURER FOR DEAD AND LIVE LOADING SHOWN ON SHEET 3.4, AS WELL AS CONCENTRATED LOADS FROM POSTS, STAIR STRINGERS, ETC. AS SHOWN ON PLAN. TOPPING SLAB SHALL BE POURED FLAT WITH 1" THICK MINIMUM THICKNESS AT MID-SPAN, AND 3" MAX. AT SUPPORTS, REINF. w/ 6x6 - W2.1xW2.1 WWF, AND DESIGNED TO BE COMPOSITE WITH PLANK. TOPPING THICKNESS WILL VARY ACROSS FLOOR DUE TO CAMBER IN PLANKS. A KEY PLAN HGA DRAWN DJ DESIGN Hart, Gaugler & Associates, Inc. Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 1 2 . 3 1 1. T E N . B M O C Y A L C . W W W . O N T E E H S E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR 6 1 . 5 . 4 1 # M U D N E D D A 2 3 5 1 2 . O N B O J 1 24' - 0" 1 (SIM.) 1 1.6 2 2.2 2.5 3 4 4.2 4.3 6 5 7 8 9 1 3.56 19' - 1 1/2" 8' - 5 1/2" 3' - 1" 9' - 8" 11' - 3" 34' - 0" 15' - 3" 1' - 6" 12' - 5" 23' - 4" 33' - 8" 12' - 3" 8' - 10" 22' - 10" 12" x 12" THICKENED SLAB w/ 2-#5 CONT. BOT. 1 9' - 6" 1' - 7" 1' - 8" (SIM.) 24' - 0" 3.56 T/MASONRY EL.= 100'-0" 1 3.56 (SIM.) (SIM.) 1 1 1 27' - 0" 3.56 1 1 3.53 3.55 3.55 T/MASONRY EL.= 100'-8" 1' - 9" 9 r u h t r A t r o P 5' - 8" t n e d n e p e d n I l o o h c S t c i r t s i D Q 8" HOUSEKEEPING PAD REINF. w/ #4 @ 12" O.C.E.W. CTR'D 24' - 11" S2 S2A 6 1 3.53 3.55 T/MASONRY EL.= 101'-4" 3 3 3.55 SIM. 3.55 14' - 0" 12' - 3 5/8" . . 3.53 4 3.55 3.53 PRE-ENGINEERED CANOPY FOUNDATION PER CANOPY MFR. 6" 5 3.55 6 PAVING 12" x 12" THICKENED SLAB w/ 2-#5 CONT. BOT. 7 T/MASONRY EL.= 102'-0" 3.53 3 14' - 6" 3.54 (SIM.) 5 STRUCTURED STOOP CANOPY FDN. PER CANOPY MFR. 3.56 DL = 10 K LL = 17 K 15' - 0" S1 12" x 12" THICKENED SLAB w/ 2-#5 CONT. BOT. 5 (SIM.) 3.56 3 3 4 3.54 5 3.54 3.53 3.56 (SIM.) T/MASONRY EL.= 100'-0" 4 DL = 3 K LL = 2 K GRADE BEAM (TYP.) 24' - 0" 3.54 M7 5 2 1 3.55 3.56 15' - 0" 15' - 8" 3.53 Y R A T N E M E L E L L E R R Y T 15' - 0" 1' - 9" P N 1/8" = 1'-0" 3.55 13' - 0" 9 FOUNDATION PLAN - SERVICE YARD @ KITCHEN 9 8 O 2 3.56 1 STEP TOP OF CMU S4 1 EXISTING BUILDING . . T/MASONRY EL.= 101'-4" 15' - 0" BUILT-UP SLAB REF. 8/3.51 . 8" CONC. HOLLOW CORE PLANKS w/ 3" (MAX.) NW. COMPOSITE CONC. TOPPING REF. PLAN NOTE #6. . 24' - 8" 8" CONC. HOLLOW CORE PLANKS w/ 3" (MAX.) NW. COMPOSITE CONC. TOPPING REF. PLAN NOTE #6. (TYP. @ INT. COL. U.N.O.) 4 5 7 3.55 1 4 (SIM.) 3.53 3.53 20' - 10" T/CONC. TOPPING EL.= 100'-0" (TYP. U.N.O.) 7 2 3.55 3.56 T/MASONRY EL.= 100'-8" 7 3 3.55 3.56 8 -1 3.55 8 3.55 3 15' - 0" 3.53 28' - 0" 3.54 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C 9' - 10 1/8" M 2' - 7" 9' - 10" 7 PAVING 4 . 3.56 4' - 8" K 3.53 S3 T/MASONRY EL.= 102'-0" 15' - 0" 3.54 2 PAVING 15' - 0" 3.55 J 7 3.53 1 FOUNDATION PLAN - AREA "B" 1 15' - 0" L 1/8" = 1'-0" FOUNDATION PLAN NOTES: DATUM ELEVATION =100'-0", CORRESPONDS WITH ACTUAL ELEVATION. REFER TO CIVIL FOR ACTUAL ELEVATION. 2. PIERS SHALL BE LOCATED AT CENTERLINES OF COLUMNS OR CENTERED UNDER GRADE BEAMS. 3. -X" INDICATES SLAB RECESS. AT RECESSES THE CONCRETE THICKNESS SHALL BE REDUCED UNLESS NOTED OTHERWISE ON PLAN. 4. VERIFY ALL BRICK LEDGE ELEVATIONS WITH ARCHITECTURAL DRAWINGS. B.L. = BRICK LEDGE. 5. "SX" DENOTES ONE-WAY SLAB REINFORCING. REFER TO 3.52 FOR SLAB SCHEDULE AND DETAILS. 6. HOLLOW-CORE PLANKS TO BE DESIGNED BY MANUFACTURER FOR DEAD AND LIVE LOADING SHOWN ON SHEET 3.4, AS WELL AS CONCENTRATED LOADS FROM POSTS, STAIR STRINGERS, ETC. AS SHOWN ON PLAN. TOPPING SLAB SHALL BE POURED FLAT WITH 1" THICK MINIMUM THICKNESS AT MID-SPAN, AND 3" MAX. AT SUPPORTS, REINF. w/ 6x6 - W2.1xW2.1 WWF, AND DESIGNED TO BE COMPOSITE WITH PLANK. TOPPING THICKNESS WILL VARY ACROSS FLOOR DUE TO CAMBER IN PLANKS. 3.56 B T E N . B M O C Y A L C . W W W KEY PLAN 3 FOUNDATION PLAN - SCREEN WALL 1/8" = 1'-0" HGA DRAWN DJ DESIGN Hart, Gaugler & Associates, Inc. Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 2 2 . 3 1 1. N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP . O N T E E H S LAP SPLICE 1/3 CLEAR SPAN 1' - 1" LENGTH FOR LARGER BAR LAP SPLICE 1/3 CLEAR SPAN 2' - 0" 2' - 1" 1/3 CLEAR SPAN 1' - 1" 4" STANDARD ACI HOOK IN END SPAN TOP & BOT. BARS (TYP.) #3 TYPE 1 STIRRUPS (U.N.O.) O.C. FROM EACH SUPPORT DEPTH LEFT END RIGHT END GB1 16 61 3-#6 3-#6 - 3-#6 #4 @ 10" @ 12" 1 (TYP.) GB2 16 61 3-#6 - 3-#6 #4 @ 10" @ 12" 2 3-#7 - 3-#8 #4 @ 10" @ 12" - COMMENTS GB3 16 61 3-#7 GB4 16 61 3-#7 3-#6 - 3-#7 #4 @ 10" @ 12" 3 GB5 16 61 - 3-#6 - 3-#6 #4 @ 10" @ 12" 3 LEFT END SPAN BOTTOM BARS CONCRETE PIER (TYP.) 2" GB6 16 35 3-#6 3-#6 - 3-#6 - @ 12" - GB7 16 35 3-#6 3-#6 - 3-#6 - @ 12" 2 GB8 16 35 3-#7 3-#7 - 3-#7 - @ 12" 3 GB9 16 35 3-#7 3-#7 - 3-#9 - @ 12" - GB10 16 35 3-#8 3-#8 - 3-#7 - @ 12" - GB11 16 35 - 3-#6 - 3-#7 - @ 12" 2 NOTES: GB12 16 35 - 3-#7 - 3-#8 - @ 12" 1. GB13 16 36 3-#6 3-#6 - 3-#8 - @ 12" 2 - GB14 16 36 3-#9 3-#8 - 3-#6 - @ 12" - GB15 16 33 - 3-#8 - 3-#7 - @ 12" 2 GB16 24 35 4-#6 4-#6 - 4-#7 - 7-#3 @ 9", R @ 12" - 1 1 1 RIGHT END SPAN TOP RIGHT BARS 1' - 1" 1 GB17 : GB18 24 35 - 4-#6 - 4-#7 - @ 12" 2 24 36 - 4-#7 - 4-#6 - @ 12" 2 GB19 24 35 - 4-#7 - 4-#7 - 9-#3 @ 10", R @ 12" 2 GB20 24 35 - 4-#7 - 4-#7 - 9-#3 @ 10", R @ 12" 3 GB21 24 35 - 4-#8 - 4-#8 - 9-#3 @ 10", R @ 12" 2 GB22 24 35 4-#6 4-#8 - 4-#8 - @ 9" - GB23 24 35 - 4-#8 - 4-#8 - @ 9" 2 GB24 24 35 4-#6 4-#8 - 4-#8 - @ 9" 2 GB25 24 35 4-#6 4-#8 - 4-#8 - 12-#3 @ 9", R @ 12" - GB26 24 35 - 4-#8 - 4-#8 - 8-#3 @ 9", R @ 12" GB27 24 35 - 4-#8 - 4-#6 - 7-#3 @ 9, R @ 12" 3 GB28 26 23 4-#7 - 4-#8 - 4-#6 - @ 9" 3 GB29 30 35 4-#6 - 4-#6 - 4-#6 - @ 12" GB30 30 35 4-#6 - 4-#6 - 4-#6 - @ 10" GB31 16 30 3-#7 3-#7 - 3-#7 - @ 12" GB32 16 30 - 3-#7 - 3-#7 - @ 12" 2 GB33 16 30 3-#6 - 3-#6 - 3-#6 - @ 12" 3 1 2 0" (TYP.) LEFT END SPAN INTERIOR ADD'L. TOP RIGHT BARS (IF SCHEDULED) INTERIOR SPAN BOTTOM BARS STIRRUP SPA. REF.SCHED. . 2" 2" LEFT END SPAN . STIRRUP SPA. REF.SCHED. STIRRUP SPA. REF.SCHED. - 3-#6 - 3-#6 - @ 12" GB35 12 18 2-#6 2-#6 - 2-#6 - @ 6" GB36 16 61 - 3-#7 - 3-#7 #4 @ 10" @ 12" GB37 16 30 3-#6 3-#6 - 3-#6 2-#4 @ 12" GB38 16 30 - 3-#6 - 3-#6 2-#4 @ 12" 2 GB39 16 62 - 3-#9 - 3-#6 #4 @ 10" @ 12" 2 GB40 16 30 3-#10 3-#6 - 3-#9 - 15-#3 @ 6", R @ 12" GB41 16 30 3-#6 3-#6 - 4-#10 - 10-#3 @ 8", R @ 12" GB42 16 24 3-#6 3-#6 - 3-#6 - @ 10" GB43 16 24 - 3-#6 - 3-#6 - @ 10" GB44 16 75 3-#6 3-#6 - 3-#6 #4 @ 10" @ 12" GB45 16 75 - 3-#6 - 3-#6 #4 @ 10" @ 12" GB46 24 23 4-#6 4-#6 - 4-#6 - @ 9" GB47 24 23 - 4-#6 - 4-#6 - @ 9" GB48 24 23 4-#6 4-#6 - 4-#6 - @ 9" GB49 24 23 - 4-#6 - 4-#6 - @ 9" GB50 24 23 4-#6 4-#8 - 4-#8 - @ 9" GB51 24 23 - 4-#6 - 4-#8 - @ 9" GB52 24 23 4-#8 4-#8 - 4-#8 - @ 9" . 2" 2" . STIRRUP SPA. REF.SCHED. STIRRUP SPA. REF.SCHED. . 2" RIGHT END SPAN CL SUPPORT CL SUPPORT AT ALL PILASTERS AND IN CANTILEVERED BEAMS, EXTEND ALL TOP & BOTTOM REINF. TO WITHIN 4" OF CONCRETE FACE & PROVIDE 90˚ HOOKS AT TOP BARS. 2. FOR BARS CALLED OUT AS TOP CONT. IN SECTIONS, LOCATE SPLICES AT PIERS AS SHOWN ABOVE. 3. FOR BARS CALLED OUT AS BOTTOM CONT. IN SECTIONS, LOCATE SPLICES AT PIERS AS SHOWN ABOVE. 4. MAINTAIN 1" HORIZONTAL CLEARANCE (MIN.) BETWEEN TOP BARS AND ADD'L. TOP BARS OVER SUPPORTS. 5. FOR SINGLE SPAN BEAMS, TOP REINF. SHOULD BE CONTINUOUS ACROSS ENTIRE LENGTH. TYPE1 (2 LEGS) r u h t r A t r o P TYPE2 (4 LEGS) TYPE 2 (4 LEGS) TYPICAL DETAIL t c i r t s i D LAP SPLICE 1' - 211/32" CONCRETE SLAB MARK 3 2 REINFORCEMENT TOP BARS SLAB THICK. (IN.) LEFT RIGHT BOTTOM BARS 6" #4 @ 12" #4 @ 12" #4 @ 12" 1 S2 8" #5 @ 9" #5 @ 9" #5 @ 9" 1 S2A 8" #5 @ 9" #5 @ 9" #5 @ 9" 1 S3 9" #4 @ 8" #4 @ 8" #4 @ 8" 1 S4 7" #4 @ 12" #4 @ 12" #4 @ 12" 1 1' - 2" LENGTH FOR LARGER BAR LEFT TOP NOTE NO. S1 RIGHT TOP LENGTH FOR LARGER BAR RIGHT TOP STD. HOOKS TYP. BOTTOM BARS .125 x S1 BOTTOM BARS .125 x S2 .125 x S2 Y R A T N E M E L E L L E R R Y T .125 x S3 TEMPERATURE REINF. 2 S1 S2 S3 NOTE: 2 NOTES: BAR PLACEMENT FOR ONE WAY SLABS 1. TEMPERATURE BARS FOR SLABS SHALL BE #4 @ 12" O.C. TEMPERATURE BARS REF. 4/3.52 FOR PLACEMENT OF TEMPERATURE STEEL. 2 1. THE AMOUNT OF REINFORCING TOP BARS TO BE PLACED AT A GIVEN SUPPORT LINE SHALL BE THE SUMMATION OF THE TOP BARS SHOWN ON THE SLAB SCHEDULE FOR ADJACENT SPANS. 2. PROVIDE STANDARD HOOKS IN CENTER TOP BARS AT DISCONTINUOUS ENDS OF SPANS. 2. TOP LEFT BARS SHALL HAVE STANDARD HOOKS. 2 3. CONTINUE BARS TO EXTERIOR OF GRADE BEAM. 3. PROVIDE TEMPERATURE REINF. AT BOTTOM IN MIDDLE 3/4 OF SPAN AND AT TOP IN OUTER 1/3 OF SPAN. PROVIDE TEMPERATURE REINF. AT TOP OF CANTILEVERED SPANS. SCHEDULE 4 N.T.S. TYPICAL DETAIL N.T.S. SCHEDULE N.T.S. NOTE: CHAIRS & BOLSTERS RESTING ON VOID FORMS SHALL HAVE CONTINUOUS STEEL RUNNERS. REF. SCHEDULE FOR SLAB REINF. 1 1/2" CLR. SCHED. THICKNESS REF. CONCRETE SLAB 1 EXTEND BARS TO END OF ADJACENT CANTILEVER. l o o h c S N.T.S. NOTES 3. t n e d n e p e d n I STIRRUP TYPES LAP SPLICE 3 LEFT END TOP REINFORCING PROVIDED BY ADJACENT SPAN 1 GRADE BEAM BAR PLACEMENT DIAGRAM CONCRETE SLAB SCHEDULE 30 2. 2 3 5 1 2 . O N B O J RIGHT END SPAN BOTTOM BARS INTERIOR SPAN CL SUPPORT 3 16 REFER TO 2/3.52 FOR BAR BENDING DIAGRAM FOR BEAM REINFORCING. 1 # M U D N E D D A 2 GB34 1. 6 1 . 5 . 4 LAP 2 BOTTOM BARS PER SPLICE SCHEDULE. REMAINDER OF BARS TO EXTEND 6" PAST FACE OF SUPPORT (TYP.) STIRRUP SPA. REF.SCHED. . CL SUPPORT 1 1 LAP SPLICE LENGTH FOR LARGER BAR FACE OF SUPPORT SLAB DEPTH SIDE BARS (1/2 EA. SIDE) WIDTH 1 LEFT END SPAN ADD'L. TOP BARS (IF SCHEDULED) 2' - 0" BOTTOM BARS ADD'L TOP RIGHT BARS BARS MARK SCHEDULED DEPTH TOP BARS DIMENSIONS (IN.) INTERIOR SPAN TOP RIGHT BARS FACE OF SUPPORT LEFT END SPAN TOP RIGHT BARS 2' - 0" 1 1/2" GRADE BEAM SCHEDULE LEFT END SPAN TOP LEFT BARS 1/3 CLEAR SPAN 2' - 0" LENGTH FOR LARGER BAR E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C MAINTAIN COVER BELOW 1" SLAB DEPRESSIONS 1/8" MIN. HARDBOARD TOPPING SHEET REF. SPECS. CONTINUOUS VOID FORMS REF. GEN. NOTES. 3/4" CLR (1 1/2" CLR @ EXT. SLAB) SUSPENDED CONC. SLAB ON VOID FORMS 5 N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP TYPICAL STRUCTURED SLAB DETAIL 3/4" = 1'-0" DRAWN DJ DESIGN Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 2 5 . 3 HGA Hart, Gaugler & Associates, Inc. T E N . B M O C Y A L C . W W W . O N T E E H S REF. PLAN 1'-6" (MIN.) REF. 4/3.51 FOR LARGER PILASTERS REF. PLAN STL. COLUMN REF. PLAN 8" @ SIM. MTL. STUD WALL REF. PLAN 6" LT GAGE MTL STUD -REF ARCH. FILL LEAVEOUT w/ CONCRETE AFTER COLUMN IS SET REF. BASE PLATE SCHED. FOR BASE PLATE AND ANCHOR BOLTS (TYP.) 1 1/2" NON-SHRINK GROUT (TYP.) 1 REF. PLAN 11" 24 24 1'-6" FIN. GRADE REF. CIVIL DEPTH #4 @ 24" O.C. 8" (4" MIN. BRG.) 1 1 1/2" CLR. MUD SLAB PER.1/3.53 8" HOLLOW CORE PLANK w/ 3" (MAX.) TOPPING REINF. PER PLAN REF. MFR. T/SLAB EL.= REF. PLAN T/SLAB EL.= REF. PLAN TYP. GRADE BEAM REINF. (2 SIDES) 3#6 TOP & BOT. (HOOKED) #3 TIES @ 12" O.C. 2' - 0" #4 CONT w/ #4x10'-0" LONG @ 12" O.C. OVER GRADE BEAM #4 @ 12" O.C. EA. WAY 1/4" DROP SLOPE SCHED. DEPTH 11" PILASTER REINF. PER 4/3.51 SCHED. FIN. GRADE REF. CIVIL #4 DOWEL @ 12" O.C. EACH DIRECTION PER 1/3.53 w/ #4 CONT. #4 DOWELS @ 12" O.C. 1'-6" EDGE OF GRADE BEAM BEYOND 1 BUILDING GRADE BEAM, REF. PLAN MUD SLAB PER. 1/3.53 T/PIER EL.= REF. PLAN GRADE BEAM REF. SCHED. PROVIDE 1/8"x3" KOROLATH (TYP. @ PLANK BEARING) r u h t r A t r o P GRADE BEAM REINF. REF. SCHEDULE MUD SLAB PER. 1/3.53 DRILLED PIER REF. PLAN 6-#6 DOWELS REINFORCING IN SIDE BEAMS SHALL BE HOOKED INTO BUILDING GRADE BEAM 1'-4" t n e d n e p e d n I l o o h c S t c i r t s i D 6'-0" 2" THICK CONC. MUD SLAB (2,000 PSI) FIN. EL. REF. CIVIL 1 1 BUILDING FACE BEYOND 1 T/SLAB EL.= REF. PLAN 2 3 5 1 2 . O N B O J ARCH. T/SLAB EL.= REF. PLAN 8" HOLLOW CORE PLANK w/ 3" (MAX.) TOPPING 1 # M U D N E D D A REF. 8" HOLLOW CORE PLANK w/ 3" (MAX.) TOPPING 1 6 1 . 5 . 4 11" 6" SCHED. DEPTH MASONRY VENEER REF. ARCH. E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR SECTION 2 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 4 3/4" = 1'-0" SECTION 3/4" = 1'-0" Y R A T N E M E L E L L E R R Y T REF. PLAN 8" HOLLOW CORE PLANK w/ 2" TOPPING REINF. PER PLAN REF. PLAN 8" CMU REINF. PER PLAN #4 DOWELS @ 12" O.C. w/ #4 CONT. 6'-0" REF. ARCH REF. T/SLAB EL.= REF. PLAN T/PIER EL.= REF. PLAN VOID FORMS & SOIL RETAINERS, REF. GEN. NOTES DEPTH REINF. BEAM PER SCHED. SCHED. REF. SCHED. REINF. BEAM PER SCHED. DRILLED PIER REF. PLAN 6'-0" MUD SLAB PER. 1/3.53 CONC. SLAB REF. PLAN T/SLAB EL.= REF. PLAN 7 3/8" B.L. MUD SLAB PER. 1/3.53 PROVIDE #6 TOP AND BOTT. @ 10" O.C. AND #4 WIDENED TIES @ 12" O.C. 1'-0" 1' - 6" PROVIE 3-#6 CONT. @ WIDENED BM. MUD SLAB PER. 1/3.53 REINF. BEAM PER SCHED. LINE OF GRADE BEAM BEYOND SCHED. REF. SCHED. WIDTH PLAN WIDTH TYP. VOID FORMS w/ SOIL RETAINERS REF. GEN. NOTES 1' - 6" PLAN CONC.SLAB REF. PLAN T/CONC. EL. VARIES DEPTH PIERCAP REINF. w/ #5 TIES @10" O.C. IN EACH DIRECTION SCHED. PIER DOWELS TO MATCH PIER REINF. VENEER REF. ARCH. REINF. BEAM PER SCHED. REF. 6/3.53 DEPTH SIDEWALK REF. CIVIL 2'-0" REF. #4 DOWELS @ 12" O.C. w/ #4 CONT. SPLICE PER 7/3.2 CONC. SLAB REF. PLAN SCHED. REF. T/SLAB EL.= REF. PLAN REF. 7/3.2 30" 8" HOLLOW CORE PLANK w/ 2" TOPPING SCHED. DEPTH 8" HOLLOW CORE PLANK w/ 2" TOPPING REINF. PER PLAN #5 x 6'-0" DOWEL TO MATCH VERT. SPACING OF WALL REINF. (TYP.) 24" 2'-0" 6'-0" 2'-0" 2'-0"x2'-0" LEAVEOUT FILL w/ CONCRETE AFTER COLUMN IS SET T/SLAB EL.= REF. PLAN VENEER REF. ARCH. BASE PL. REF. SCHED. #4 DOWEL @ 12" O.C. #4 DOWELS @ 12" O.C. w/ #4 CONT. REF. PLAN STL. COLUMN REF. PLAN 8" CMU WALL REF. 7/3.2 #5 x 6'-0" DOWEL TO MATCH VERT. SPACING OF WALL REINF. (TYP.) PLAN REF. 7/3.2 #5 x 6'-0" DOWEL TO MATCH VERT. SPACING OF WALL REINF. (TYP.) T/SLAB EL.= REF. PLAN PLAN 2'-0" 8" CMU WALL REF. 7/3.2 REINF. PER PLAN REF. PLAN 1 SCHED. WIDTH 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C SCHED. WIDTH 5 SECTION 3/4" = 1'-0" 6 TYPICAL SECTION 3/4" = 1'-0" 7 SECTION 3/4" = 1'-0" 8 SECTION 3/4" = 1'-0" 9 N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP TYPICAL SECTION 3/4" = 1'-0" DRAWN DJ DESIGN Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 3 5 . 3 HGA Hart, Gaugler & Associates, Inc. T E N . B M O C Y A L C . W W W . O N T E E H S REF. PLAN 1' - 6" (MIN.) E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR REF. 4/3.51 FOR LARGER PILASTERS 6" STL. COLUMN REF. PLAN REF. PLAN MTL. STUD WALL REF. PLAN REF. ARCH 6" LT GAGE MTL STUD -REF ARCH. 6" REF. ARCH (NOT @ SIM.) REF. PLAN 12" CMU WALL REINF. PER 7/3.2 2- #4 CONT. EXISTING STRUCTURE PRECAST HOLLOW-CORE PLANKS w/ 2" TOPPING SLAB REINF. PER PLAN. 1 SCHED. DEPTH PILASTER REINF. PER 4/3.51 FIN. GRADE REF. CIVIL 2" THICK CONC. MUD SLAB (2,000 PSI) FIN. EL. REF. CIVIL r u h t r A t r o P 2" THICK CONC. MUD SLAB REF. 1/3.53 t n e d n e p e d n I l o o h c S t c i r t s i D T/PIER EL.= REF. PLAN G.C. TO MAINTAIN EXISTING VOID SPACE T/PIER EL.= REF. PLAN GRADE BEAM REINF. PER SCHED. 2' - 0" GRADE BEAM REF. SCHED. DRILLED PIER REF. PLAN 6-#6 DOWELS GRADE BEAM BEYOND VOID FORMS AND SOIL RETAINERS REF. GEN. NOTES (TYP.) VOID FORMS AND RETAINERS REF. GEN. NOTES (TYP.) DRILLED PIER REF. PLAN 6'-0" MUD SLAB REF. 1/3.53 EDGE OF GRADE BEAM BEYOND SCHED. DEPTH #5x6'-0" HOOKED DOWEL @ VERT. WALL REINF. 8" 1 GRADE BEAM BEYOND REF. SCHED. FIN. GRADE REF. CIVIL SCHED. DEPTH EXISTING FOUNDATION EXISTING FOUNDATION 1 1/2" NON-SHRINK GROUT (TYP.) GRADE BEAM REF. SCHED. T/SLAB EL.= REF. PLAN 1 REF. 3/3.54 #4 CONT w/ #4 @ 24" O.C. 2' - 0" 11" PRE-CAST HOLLOW-CORE PLANKS w/ 2" TOPPING SLAB REINF. PER PLAN. 1 G.C. TO MAINTAIN EXISTING VOID SPACE #3 HAIRPIN @ 12" O.C. w/ 2-#4 CONT. T/SLAB EL.= REF. PLAN 11" MASONRY LAP EXISTING STRUCTURE SPLICE, REF. 6/3.2 2- #4 CONT. T/SLAB EL.= REF. PLAN 11" 2 1/2" E.J. #4 @ 12" O.C. VERT. w/ #4 CONT. (NOT @ SIM.) 1 T/SLAB EL.= REF. PLAN 8" HOLLOW CORE PLANK w/ 2" TOPPING 4" SPLICE REF. 7/3.2 C.L. OF PIER 12" CMU WALL REINF. PER 7/3.2 7" B.L. REF. PLAN B.L. GROUT CORES @ DOWELS AS REQ'D. BY MFR. REINF. PER PLAN 2 3 5 1 2 . O N B O J 8" HOLLOW CORE PLANK w/ 2" TOPPING 11" REF. ARCH. 2 1/2" E.J. 7" 4" REF. PLAN 1 # M U D N E D D A REF. BASE PLATE SCHED. FOR BASE PLATE AND ANCHOR BOLTS (TYP.) SCHED. DEPTH MASONRY VENEER REF. ARCH. FILL LEAVEOUT w/ CONCRETE AFTER COLUMN IS SET 6 1 . 5 . 4 SCHED. WIDTH 6-#6 DOWELS 1 SECTION 2 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION 4 3/4" = 1'-0" Y R A T N E M E L E L L E R R Y T SECTION 3/4" = 1'-0" D NOTES 8'-0" MAX. 16". D REF. PLAN MASONRY VENEER REF. ARCH. EXISTING CMU TO REMAIN REF. ARCH 6" 6" LT GAGE MTL STUD -REF ARCH. EXISTING CMU THE DETAIL MAY CHANGE BASED ON AS-BUILT CONDITIONS. NEW OPENING EXISTING 12" CMU WALL TO REMAIN REF. ARCH. L4x4x1/4 SHELF ANGLE (GALV.) PROVIDE NEW CMU AS SHOWN, REINFORCE IN FULLY GROUTED CELL. DOWEL REINF. @ BASE w/ HILTI HIT HY 200 SAFE SET EPOXY (6" EMBED. MIN.) 5 NEW CMU OPENING AT EXISTING LIBRARY 6 9 2. NEW U-BLOCK LINTEL w/ 2-#5 CONT. (2-#5 TOP & BOT. @ 6B) #3 HAIRPIN @ 12" O.C. w/ 2-#4 CONT. B.L. 8" HOLLOW CORE PLANK w/ 2" TOPPING T/SLAB EL.= REF. PLAN #4 CONT w/ #4 @ 24" O.C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING THE EXISTING CMU WALL ABOVE THE NEW OPENING DURING DEMOLITION. ANY VOIDS BETWEEN TOP OF NEW LINTEL AND EXISTING MASONRY ABOVE SHALL BE GROUTED SOLID. 2' - 0" NEW CMU OPENING JAMB DETAIL 3/4" = 1'-0" 7 NEW CMU OPENING HEAD DETAIL 2" THICK CONC. MUD SLAB (2,000 PSI) FIN. EL. REF. CIVIL FIN. GRADE REF. CIVIL 3/4" = 1'-0" PLAN 12" CMU WALL REINF. PER 7/3.2 EXIST. BRICK VENEER L4x4x1/4 SHELF ANGLE (GALV.) SCHED. WIDTH 1 B 8 SECTION 3/4" = 1'-0" 6" 6" 1" BRICK E.J. 3' - 0" NEW BRICK VENEER 2 1/2" 7" REF. PLAN EXIST. 2 1/2" CHAMFER REF. 1/3.54 N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C NOTE: G.C. SHALL TOUCH UP ALL WELDS WITH GALVANIC PAINT ON EMBED AND SHELF ANGLE PRIOR TO INSTALLING BRICK VENEER. 2 1/2" E.J. REF. (@ O.H.) 1. #4 @ 12" O.C. VERT. w/ #4 CONT. (NOT @ SIM.) 7" GROUT CORES @ DOWELS AS REQ'D. BY MFR. REINF. PER PLAN GRADE BEAM REF. SCHED. 1/4" = 1'-0" D NEW OPENING FIN. FLR. EL.= REF. PLAN B/LINTEL. EL.= REF. ARCH. FILL LINTEL BEAM w/2000 PSI GROUT 2' - 0" REF. ARCH. 3.54 2' - 0" NEW REINFORCING 6 /3.54 (TYP.) 7 3/8"x6" x0' - 6" PL. w/ #4 DBA. (GALV.) (REF. 9/3.54 FOR LOC.) 11" 3. G.C. SHALL FIELD VERIFY EXISTING CONDITIONS AND PROVIDE INFORMATION TO E.O.R. PRIOR TO DEMOLITION. 6B: 16". FULLY GROUTED FULL HEIGHT OF OPENING SCHED. DEPTH 2. THIS DETAIL IS FOR PRICING ONLY AND MAY NOT REPRESENT ACTUAL AS-BUILT CONDITIONS. 4" 1. 8" NOTE: G.C. SHALL TOUCH UP ALL WELDS WITH GALVANIC PAINTON EMBED AND SHELF ANGLE PRIOR TO INSTALLING BRICK VENEER. EXIST. EDGE OF FOUNDATION 1 1/2" BRICK EXTENSION NEW EMBED PL., REF. 6/3.54 T E N . B M O C Y A L C . W W W 1 9 SECTION 3/4" = 1'-0" DRAWN DJ DESIGN Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 4 5 . 3 HGA Hart, Gaugler & Associates, Inc. . O N T E E H S REF. PLAN REF. PLAN REF. PLAN E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR REF. PLAN REF. ARCH. 6 1 . 5 . 4 1 # M U D N E D D A 2 3 5 1 2 . O N B O J 1 REF. ARCH. 2-12 1/4 CAST STONE REF. ARCH. STL. POST REF. PLAN 2 1/2" L6x6x5/16 CONT. GALV. B/STL. EL.= REF. PLAN 1/4 2-12 POST SUPPORT BEYOND REF. PLAN L6x6x5/16 CONT. GALV. STAIR STRINGER & LANDING PER STAIR MFR. T/STL. EL.= REF. PLAN STL. TUBE BM. (L) REF. PLAN TYP. 1/4 STOREFRONT REF. ARCH. B/STL. EL.= REF. PLAN r u h t r A t r o P L3x3x3/8 SEAT AS REQUIRED BY STAIR MFR. 2 3/4" = 1'-0" SECTION 3 3/4" = 1'-0" SECTION l o o h c S t c i r t s i D 4 3/4" = 1'-0" SECTION 3/4" = 1'-0" Y R A T N E M E L E L L E R R Y T REF. PLAN REF. ARCH. 6" STOP TUBE 1'-0" ABOVE TOP OF STEEL L6x4x5/16 (LLH) CONT. BRICK VENEER REF. ARCH. 3/16 VERT. SLIDE CLIP @ MTL. STUDS HANDRAIL REF. ARCH 3-12 T/SLAB EL.= REF. PLAN 1/4 COMPOSITE FLOOR REF. PAN L6x4x5/16 (LLV) EA. SIDE OF POST w/ 3/4" DIA. THRU BOLT IN 2" VERT. SLOTTED HOLES REF. ARCH. 6" L4x4x3/8 CONT. w/ #4x2'-4" DBA @ 24" O.C. T/SLAB EL.= REF. PLAN LT. GA. BOX PER MFR. STL. BEAM REF. PLAN MTL. STUDS REF. ARCH. VENEER REF. ARCH. STOREFRONT REF. ARCH MTL. DECK REF. GEN. NOTES HSS4x4x1/4 (GALV.) w/ 1/4" 8"x0'-8" PL. (GALV.) HSS6x4x1/4 @ EA. CANOPY SUPPORT INFILL w/ 6" MTL. STUDS 6" MTL. STUD REF. ARCH STAIR STRINGER & LANDING PER STAIR MFR. STL. BM. REF. PLAN LT. GA. CLIP PER MFR. 3/8"x3" KNIFE PLATE TIEBACK FOR CAST STONE CORNICE T/STL. EL.= REF. PLAN 4" MTL. STUD REF. ARCH CEILING REF. ARCH PRE-ENGINEERED MTL. CANOPY BY OTHERS 1 1/2" B/CANOPY EL.= REF. ARCH. B/TUBE EL.= REF. PLAN HSS6x6X1/4 HAUNCH @ 4'-0" O.C. HSS BM. REF. PLAN BOXED HEADER PER LT. GA. MFR. STOREFRONT REF. ARCH. L3x3x3/8 SEAT AS REQUIRED BY STAIR MFR. 5 t n e d n e p e d n I STOREFRONT REF. ARCH. SECTION 1 11" ERECTION SEAT AS REQ'D - PROVIDE WELDED CONN. TO COL. POST SUPPORT BEYOND REF. PLAN L4x3x1/4 (LLV) CONT. MTL. STUDS REF. ARCH. STL. TUBE BM. (H) REF. PLAN HSS BM. REF. PLAN STL. TUBE BM. (L) REF. PLAN B/STL. EL.= REF. PLAN T/STL. EL.= REF. PLAN VENEER REF. ARCH. 2-12 B/STL. EL.= REF. PLAN BRICK REF. ARCH. T/STL. EL.= REF. PLAN HSS BM. CONT. FOR CAST STONE SUPPORT REF. 1/3.64 HSS BM. BEYOND 1/4 T/STL. EL.= REF. PLAN CAST STONE REF. ARCH. STL. TUBE BM. (H) REF. PLAN HSS BM. CONT. FOR CAST STONE SUPPORT REF. PLAN REF. LT. GA. FRMG. PER MFR. STL. COL. REF. PLAN 2-12 L4x4x1/4 CONT. (GALV) T/STL. EL.= REF. PLAN ARCH. REF. L4x4x1/4 CONT. (GALV) STOREFRONT REF. ARCH. STL. TUBE BM. (H) REF. PLAN ARCH. 1/4 BRICK REF. ARCH. 1 1/2" STOREFRONT REF. ARCH. HSS6x6X1/4 POST SUPPORT BEYOND SECTION 6 3/4" = 1'-0" 4" CONT. TRACK SECTION 7 3/4" = 1'-0" L4x4x1/4 ANGLES BTWN JOISTS w/ L4x4x1/4 CLIPS @ EA. ROD CONN. 6" STOREFRONT REF. ARCH. 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C SECTION 3/4" = 1'-0" 1 L4x4x1/4 CONT. BTWN JOISTS REF. 5/3.62 MTL. STUDS REF. ARCH. T/STL. EL.= 120'-0" (F.V.) NON-COMPOSITE SLAB, REF. PLAN MTL. DECK REF. GEN. NOTES T/SLAB EL.= REF. PLAN 3/16 4" STL. BEAM @ SIM. STL. BEAM REF. PLAN L3x3x1/4 HANGER & BRACE @ 4'-0" O.C. N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP TYP. STL. JOIST REF. PLAN T E N . B M O C Y A L C . W W W DOOR HANGER BY MFR. STL. BEAM REF. PLAN STL. JOIST REF. PLAN CEILING REF. ARCH. HGA 8 SECTION 3/4" = 1'-0" 9 SECTION 3/4" = 1'-0" DRAWN DJ DESIGN Hart, Gaugler & Associates, Inc. Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 4 6 . 3 NEW FIRE DOOR REF. ARCH. 1/4" SHEAR TAB ON PLATE . O N T E E H S LT.GA. CLIP FROM BM. TO TRUSS PER LT. GA. MFR REF. ARCH. LT. GA. CLIP w/ VERT. SLOTTED CONX. TO ROOF TRUSSES 6" BLOCKING STUD BY LT. GA. MFR. BETWEEN TRUSSES FOR LOOKOUT STUD SUPPORT REF. ARCH. 6" PROVIDE ADD'L LOOKOUT STUD BETWEEN TRUSSES CONT. DECK ANGLE REF. 8/S3.61 E U S S I D I B I 6 1 . 0. 1 . OS 3 NN 0 .O I S I EM TMV AOE DCR LT. GA. TRUSSES @ 2'-0" O.C. PER LT. GA. MFR. TRUSS TIE-DOWN PER LT. GA. MFR. STL. BM. (H) REF. PLAN REF. ARCH. CONT. DECK ANGLE - REF. 1/3.65 T/BEAM EL. (H)= REF. PLAN VERT. SLIDE CLIP 1/4 HSS 5x5x3/8 POST REF. PLAN w/ 1/2" CAP PL. T/BEAM EL.= REF. PLAN PARAPET EL.= REF. ARCH. STL. BEAM (H) REF. PLAN HSS5x5x3/8 STL. POST w/ 1/2" CAP PL.@ 10' O.C. MAX REF. PLAN VERT. SLIDE CLIP 1/4" BENT PL. CONT. 1/4 VENEER REF. ARCH. FINISH REF. ARCH. LT. GA. FRMG. REF. ARCH. REF. 9/3.61 FULL DEPTH SHEAR TAB MTL. STUDS REF. GEN. NOTES SECTION 2 3/4" = 1'-0" r u h t r A t r o P STL. BEAM REF. PLAN LT. GA. CLIP PER MFR. SECTION 3 3/4" = 1'-0" SECTION @ MEDIA CENTER 4 3/4" = 1'-0" Y R A T N E M E L E L L E R R Y T REF. PLAN REF. ARCH. 8" CONT. BENT PL. REF. 4/3.65 1 1' - 2" 1 PARAPET EL.= REF. ARCH. 3" ACOUSTICAL ROOF DECK REF. PLAN 8" CONT. BENT PL. REF. 4/3.65 3" ACOUSTICAL ROOF DECK REF. PLAN LT. GA. CLIP PER LT. GA. MFR. LT. GA. CLIP PER LT. GA. MFR. T/STL. EL.= REF. PLAN T/STL. EL.= REF. PLAN L2x2x3/16 @ 4'-0" O.C. MTL. STUDS PER LT. GA. MFR. L4x4x1/4 CONT. w/ LT. GA. CLIP TO STUDS BY MFR. STL. BEAMS REF. PLAN FULL DEPTH SHEAR TAB MTL. STUDS PER LT. GA. MFR. REF. 9/3.61 1/4 STL. BEAM REF. PLAN 1/4 BRICK REF. ARCH. SECTION @ MEDIA CENTER ENTRY 6 3/4" = 1'-0" PARAPET EL.= REF. ARCH. FULL-DEPTH SHEAR TAB 2-12 BRICK REF. ARCH. STOREFRONT REF. ARCH. REF. ARCH. STL. BEAM REF. PLAN STL. BEAMS REF. PLAN L6x6x5/16 CONT. (GALV.) 5 REF. 9/3.61 1/4 L4x4x1/4 CONT. w/ LT. GA. CLIP TO STUDS BY MFR. FULL DEPTH SHEAR TAB COLUMN WRAP REF. ARCH. STL. BEAM REF. PLAN STL. POST BEYOND 3/4" = 1'-0" 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C 4" 8" REF. ARCH. REF. ARCH. 1' - 6" 1/4 2@12 6" 8" VERT. SLIDE CLIP PARAPET EL.= REF. ARCH. MTL. ROOF DECK REF GEN. NOTES T/STL. EL.= REF. PLAN L4x4x1/4 CONT. MTL. ROOF DECK REF. GEN. NOTES LT. GA. CLIP PER MFR. VENEER REF. ARCH. VERT. SLIDE CLIP 3/16 STL. BEAM REF. PLAN VENEER REF. ARCH. REF. 9/3.61 MTL. STUDS PER LT. GA. MFR. 2-12 STL. BEAM REF. PLAN STL. BEAM REF. PLAN MTL. STUDS REF. GEN. NOTES BRICK REF. ARCH. L6x6x5/16 CONT. (GALV.) 7 SECTION 3/4" = 1'-0" STL. BEAM REF. PLAN T E N . B M O C Y A L C . W W W STL. JOIST REF. PLAN EXTEND SEATS TO 1" CLR. OF STUDS REF. 8/3.61 HSS BM. REF. PLAN 8 SECTION @ MEDIA CENTER STAIR 3/4" = 1'-0" 9 SECTION @ MEDIA CENTER STAIR @ JOIST HGA 3/4" = 1'-0" DRAWN DJ DESIGN Hart, Gaugler & Associates, Inc. Structural Engineering Services 12801 N. Central Expwy. Suite 1400 Dallas, TX 75243 972-239-5111 / 972-239-5055 (Fax) SWR HGA JOB # 215226 TEXAS REGISTERED ENGINEERING FIRM #: F-5053 5 6 . 3 STOREFRONT REF. ARCH. ROOF DECK REF. GEN. NOTES T/STL. EL.= REF. PLAN VENEER REF. ARCH. MTL. STUDS REF. GEN. NOTES 3/16 TYP. T/STL. EL.= REF. PLAN FULL DEPTH SHEAR TAB 1/4 T/WALL EL.= REF. ARCH. CONT. BENT PL. REF. 3/3.65 N O I T A V O Ns Ea x Re &T , Nr u O t Ih r T IA Dt r Do AP SECTION @ MEDIA CENTER ENTRY 8" 1/4" BENT PL. CONT. t c i r t s i D 3/4" = 1'-0" REF. ARCH. PARAPET EL.= REF. ARCH. l o o h c S SECTION @ MEDIA CENTER REF. PLAN 1' - 2" t n e d n e p e d n I MTL. STUDS REF. GEN. NOTES 1' - 0" 1' - 0" TYP. STL. BEAM REF. PLAN MTL. STUDS PER LT. GA. MFR. STL. BEAM REF. PLAN CEILING REF. ARCH. STOREFRONT REF. ARCH. 1 3/16 T/STL. EL.= REF. PLAN 12" MTL. ROOF DECK REF. GEN. NOTES LT. GA. CLIP PER MFR. T/STL. EL.= REF. PLAN 4" REF. 9/3.61 REF. 8/S3.61 LOOSE LINTEL REF. SCHED. 2@12 MTL. ROOF DECK REF GEN. NOTES VENEER REF. ARCH. STL. BM REF. PLAN 8" 3/8" BENT PL. CONT. MTL. ROOF DECK REF. GEN NOTES LT. GA. BOXED HEADER PER LT. GA. MFR PARAPET EL.= REF. ARCH. 4" VERT. SLIDE CLIP MTL. STUDS PER. MFR. w/ CONT. TRACK TOP & BOTT. 1 1' - 0 3/4" T/STL. EL.= REF. PLAN VENEER REF. ARCH. 2 3 5 1 2 . O N B O J REF. ARCH. 1/4 CONT. TRACK PER MFR. 1 # M U D N E D D A 8" T/STL. EL.= REF. PLAN 1/4 6 1 . 5 . 4 . O N T E E H S DEMO NOTES NOTE NUMBER 1 CEILING WORK 1A 2 WALL WORK 2A 2B 2C 2D 2F 2G 2H 2J 2K EXIST CLSRM 2L EXIST CLSRM 3 FLOOR WORK 3A 4 GENERAL WORK 4A 4B REMOVE EXISTING FLOOR FINISH AND WALL BASE IN ITS ENTIRETY. SCRAPE, CLEAN AND PREP EXISTING CONCRETE SLAB FOR NEW FINISH AS SCHEDULED. REMOVE EXISTING PLUMBING FIXTURE(S) IN ITS ENTIRETY. TERMINATE AND CAP ALL PLUMBING LINES NOT BEING REUSED PER MEP. PATCH AND REPAIR TO MATCH ADJACENT FINISH. REMOVE AND REPLACE EXISTING FIRE ALARM PANEL. PATCH AND REPAIR TO MATCH ADJACENT FINISH. REF SPECS AND MEP FOR NEW PANEL LAYOUT. 1. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS NOT SCHEDULED TO BE REMOVED, REPAIRED OR ADDED AGAINST ALL DAMAGE. REPAIR AND/OR REPLACE ALL MATERIALS DAMAGED DURING DEMOLITION TO A LIKE NEW CONDITION. ANY DAMAGE DONE SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. 2. THE CONTRACTOR IS TO VISIT THE SITE OF PROPOSED CONSTRUCTION TO VERIFY EXISTING CONDITIONS AND IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR QUESTIONS PRIOR TO THE SUBMISSION OF BID. REFER TO THE SPECIFICATIONS. 3. THE CONTRACTOR IS TO COORDINATE STORAGE OF ALL REMOVED BUILDING COMPONENTS AND EQUIPMENT WITH THE OWNER. 4. ALL INFORMATION REGARDING EXISTING FIELD CONDITIONS, MATERIALS, METHODS OF CONSTRUCTION AND DIMENSIONS SHALL BE OBSERVED, NOTED, AND VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION OR FABRICATION. 5. WHEN REMOVING MECHANICAL, PLUMBING, AND/OR ELECTRICAL FIXTURES, THE ATTACHED UTILITY LINES ARE TO BE CAPPED BEHIND WALLS, CEILINGS AND/OR BELOW FINISH FLOOR IN A MANNER APPROVED BY THE GOVERNING BUILDING CODES AND LOCAL AUTHORITY. THE AFFECTED WALL/CEILNG/FLOORS ARE TO BE PATCHED AND REPAIRED IN A MANNER TO MATCH THE EXISTING ADJACENT SURFACES. REFERENCE MEP DRAWINGS/SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. EXISTING ROOMS AND REMODELED EXISTING AREAS WHICH ARE SCHEDULED TO RECEIVE NEW FLOOR FINISHES WILL REQUIRE THE EXISTING FLOOR FINISH TO BE REMOVED PRIOR TO INSTALLING THE NEW FLOORING. THE CONTRACTOR IS TO FIELD VERIFY EACH ROOM PRIOR TO BID IN ORDER TO DETERMINE THE AMOUNT OF REMOVAL OF EXISTING FLOOR FINISHES AND FLOOR PREPARATION. 7. EXISTING ELECTRICAL/DATA/TELEPHONE OUTLETS AND ASSOCIATED WIRING THAT ARE UNCOVERED DURING THE DEMOLITION OF EXISTING WALLS ARE TO BE RELOCATED IN ADJACENT WALLS, UNLESS OTHERWISE NOTED. COORDINATE LOCATIONS WITH ARCHITECT. 8. SALVAGE ALL REMOVED SIGNS, BULLETIN BOARDS, AND MARKER BOARDS, LOCKERS, LIGHT FIXTURES AND EQUIPMENT AND RETURN PER OWNER'S DIRECTION. 9. PATCH ALL "EXISTING TO REMAIN" AREAS/ITEMS WITHIN AREAS OF DEMOLITION WITH FINISHES MATCHING THE ADJACENT FINISHES/CONSTRUCTION. 10. IN ROOMS TO BE PREPARED FOR NEW PAINT FINISH CONTRACTOR TO REMOVE ALL SCREWS, NAILS, AND PATCH ALL EXISTING WALLS AS REQUIRED FOR A "LIKE NEW" SURFACE. 11. CONTRACTOR TO COORDINATE ALL UTILITY SHUT-OFFS, AS NEEDED, WITH OWNER TO PREVENT DISRUPTIONS OF ACTIVITIES BEFORE CONSTRUCTION BEGINS. IF CONTRACTOR OBSERVES POTENTIAL ASBESTOS CONTAINING MATERIALS, THEN 12. VERIFY WITH OWNER REGARDING POSSIBLE REMOVAL. ABATEMENT IS NOT PART OF THIS CONTRACT. IN ALL DEMOLITION WORK CAP ANY AND ALL PLUMBING BELOW FLOOR, OR ABOVE 13. NEW CEILING. PRESERVE PLUMBING THAT WILL BE REUSED IN NEW PLUMBING LAYOUT. TERMINATE ELECTRICAL TO THE NEAREST REMAINING JUNCTION BOX OR REUSE AS DIRECTED IN ELECTRICAL DRAWINGS-REFERENCE MEP FOR ADDITIONAL INFORMATION. REFERENCE STRUCTURAL FOR FLOOR RECESS INFILL, SEE ARCHITECTURAL DRAWINGS FOR NEW PLAN. ALL SLAB PENETRATIONS NOT SHOWN ARE TO BE INFILLED, REFERENCE STRUCTURAL DRAWINGS. 6'-4" OPNG EXIST CORRIDOR 2A 4'-10" 4A 2C EXT TLT 3A 3'-4" OPNG 22'-2" 6'-4" INFILL 2C NEW OPENING TO ALIGN W/ FINISHED OPENING BELOW 11'-1" 5'-4" OPNG 2B 2C EXIST TECH 1A 2F 2D EXT LIBRARY EXIST CLSRM EXIST CLSRM 3A 2F EXIST CLSRM EXIST CLSRM EXIST STOR 2B 2F 2 2nd FLOOR PLAN - DEMOLOTION - AREA C SCALE: 1/8" = 1'-0" ALLOWANCES: 1. EXISTING MASONRY RE-POINTING, REF SPECS. 2. EXISTING CAST STONE COPING REPLACEMENT, REF SPECS. 3. INTERIOR PLASTER REPAIRS, REF SPECS & 4.50 & 4.51. 4. REPAIR WATER INFILITRATION, REF SPECS. 5. SEAL EXISTING BRICK, REF SPECS. 1A C126 C102 EXIST CLSRM EXIST CLSRM C123 DEMOLITION PLAN LEGEND EXIST CLSRM FIRELINE (REF MEP) 2K C121 C103 EXIST BOYS EXIST GIRLS C120 Y R A T N E M E L E L L E R R Y T C119 1A 2G C117 C100 1 1A EXIST CORR FIRELINE REF MEP EXIST VEST C118 EXIST VEST 2H C108 EXIST STRG 4B C110 C111 EXIST A/V EXIST RR C113 EXIST RR 2L 2F C106 EXIST CLSRM 2F C105 C107 EXIST ADMIN C109 C115 C112 EXIST NURSE EXIST PRINCIPAL C114 EXIST STRG EXIST CLSRM C116 EXIST CLSRM EXIST CLSRM l o o h c S t c i r t s i D N O I T A V O Ns Ea Rx e &T , Nr u Oh t I r T IA Dt Dr o AP 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C EXIST MECH EXIST ELEV 2H 30A r u h t r A t r o P t n e d n e p e d n I GENERAL NOTES: DEMO PLAN EXIST BOYS 2D 2 3 5 1 2 . O N B O J REMOVE EXISTING WALLS AND ALL FINISHES SHOWN DASHED ON PLANS. TERMINATE AND CAP ALL ELECTRICAL AND PLUMBING LINES NOT BEING REUSED PER MEP. PATCH AND REPAIR TO MATCH ADJACENT FINISH. REMOVE EXISTING DOOR AND FRAME AS SHOWN DASHED ON PLANS. INFILL OPENING WITH MTL STUDS AND FINISH TO MATCH EXISTING. PORTION OF EXISTING WALL TO BE REMOVED TO CREATE NEW OPENING. REPAIR AND REPLACE ANY DAMAGED FINISHES TO MATCH NEW AND/OR EXISTING FINISHES. INSTALL FLASHING AS REQUIRED. REMOVE PORTION OF EXISTING WALL IN ITS ENTIRETY. PATCH AND REPAIR TO MATCH ADJACENT FINISH. REMOVE EXISTING WINDOWS IN ENTIRETY. INFILL OPENING WITH METAL STUDS AND SHEATHING. FINISH BOTH SIDES TO MATCH EXISTING FINISH, INSTALL FLASHING AS REQUIRED. REMOVE EXISTING DOOR AND FRAME AS SHOWN DASHED ON PLANS. PREPARE TO RECEIVE NEW FRAME AS SCHEDULED. INFILL REMAINING OPENING WITH MTL STUDS AND SHEATHING, SHEATHING TO ALIGN W/ EXISTING FINISHES. CAREFULLY REMOVE ALL EXISTING ORNAMENTAL CASTSTONE ELEMENTS IN ITS ENTIRETY TO FACE OF EXISTING BRICK. RELOCATE TO NEW SPECIFIED AREA. REMOVE EXISTING JULIETTE BALCONY IN ITS ENTIRETY. PRIME, PAINT & RELOCATE AS INDICATED ON PLANS. REMOVE EXISTING WINDOWS IN ENTIRETY. INFILL OPENING WITH METAL STUDS AND SHEATHING. FINISH BOTH SIDES TO MATCH EXISTING FINISH, INSTALL FLASHING AS REQUIRED. RELOCATE EXISTING MECHANICAL VENTS PER MEP. REMOVE EXISTING CASEWORK IN IT'S ENTIRETY. PATCH AND REPAIR ANY DAMAGED AREA TO MATCH EXISTING FINISH(ES). 2H 2J 6 1 1 0 0 # 2 . M 0. 1 U OS . 3 N NTD 0 .O EN I S SE EM I T M VDD A O EID D C RBA MODIFY EXISTING CEILING TO ACCOMMODATE NEW FIRE LINE. PATCH AND REPAIR MODIFIED AREA TO MATCH EXISTING. CONTRACTOR TO REPAIR ANY DAMAGED AREAS TO LIKE NEW CONDITION. 2K EXIST GIRLS 6 1 / 5 0 / 4 0 2L T E N . B M O C Y A L C . W W W 2F 0 0 . 4 C 1 1st FLOOR PLAN - DEMOLITION - AREA C SCALE: 1/8" = 1'-0" KEY PLAN TRUE PLAN NORTH NORTH . O N T E E H S 6 1 / 5 0 / 4 0 6 1 1 0 0 # 2 . M 0. 1 U OS . 3 N NTD 0 .O EN I S SE EM I T M VDD A O EID D C RBA r u h t r A t r o P 1 1.1 1.6 2 2.22.5 3 6 4 4.2 4.3 5 7 8 9 t n e d n e p e d n I l o o h c S 2 3 5 1 2 . O N B O J t c i r t s i D UP DN 67'-4" 34'-0" 16'-8" 10'-4" 6'-8" 33'-4" SERVICE YARD B114 EXIST STRG 1'-7" 2" 18'-11" 8'-6" 3'-1" 9'-8" 11'-3" 14'-2" 1'-8" 9'-11" 1'-1" 1'-6" B115 1'-9" EXIST STRG 24'-11" 1'-9" 14'-6" EXIST GIRLS B108 VESTIBULE STAIR D107 D106 EXIST CLSRM B119 D116 EXIST WASHRM EXIST CLSRM 24'-8" BAND HALL D104 D102 D119 EXIST AUDITORIUM DN B120 WASH B101 D125 D126 DN DN D124 EXIST SINK DN EXIST STRG B112 GIRLS A118 C125 BOOKRM / SCIENCE STRG A117 A120 A/V / STRG C101 A122 C124 EXIST CLSRM 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C A123 MEDIA CTR A115 A114 EXIST CLSRM EXIST CLSRM 13'-11" A100 STAIR CORRIDOR C103 EXIST GIRLS 2-3 CLASSRM A124 C121 C122 STOR A108 20'-5" MECH STOR A110 2-3 CLASSRM 2-3 CLASSRM EXIST STRG A102 2-3 CLASSRM 2-3 CLASSRM A103 A107 A109 EXIST CLSRM STOR STOR ELEC C105 C106 EXIST CLSRM C110 EXIST A/V C107 EXIST ADMIN C109 EXIST PRINCIPAL EXIST MECH C113 EXIST RR C112 EXIST NURSE C114 EXIST STRG C115 EXIST CLSRM C116 EXIST CLSRM 1'-7" 9'-8" B A106 C108 A104 STOR A105 C120 EXIST ST C111 A112 EXIST ELEV EXIST BOYS EXT CORR A111 C123 EXIST CLSRM C119 A101 UP C104 3'-5" 11'-10" 3'-11" 6'-1" C126 C102 2-3 CLASSRM EXIST ST 7'-1" STOR A113 1'-7" 19'-1" 30'-9" 8'-6" 1'-7" 11'-2" 11'-3" N O I T A V O Ns Ea Rx e &T , Nr u Oh t I r T IA Dt Dr o AP EXIST CLSRM TOILET A121 MDF 2-3 CLASSRM EXIST CLSRM OFFICE / WORK A119 STOR EXIST MECH EXIST RR B113 WASH 4'-8" 9'-10" EXIST CLSRM COMP CUST TLT D122 EXIST ST D101 BOYS B111 EXIST STOR D121 EXIST CLSRM B110 B112A B110A STOR 20'-7" D117 EXIST STOR D123 B102 9'-9" EXIST ST EXIST WORKROOM 2-3 CLASSRM 20'-10" D103 EXIST MECH EXIST RR B109 B104 D118 D120 EXIST BOYS EXIST TEACHERS LOUNGE EXIST CLSRM STOR 226'-10" D105 D108 B105 H A D115 EXIST PANTRY UP A116 C2 C D112 EXIST CLSRM BOILER ROOM 2-3 CLASSRM E D3 D D111 EXIST CLSRM B106 M F EXIST KITCHEN DN B103 G D110 EXIST CLSRM EXIST OFFICE M7 K J D109 EXIST STRG B118 N L Y R A T N E M E L E L L E R R Y T 3 1.04 B117 EXIST RR COOLING TOWER CHILLER D113 D114 EXIST CAFETERIA - B107 15'-8" O EXIST RR EXIST GYMNASIUM DN P B116 B113 EXIST RR Q 15'-3" 1'-6" 12'-5" 1'-8" 152'-11" 23'-4" 122'-2" 12'-3" 8'-10" 22'-10" T E N . B M O C Y A L C . W W W 1'-8" UP 2 1/2" E.J 1 1.6 2 2.5 3 4 4.2 4.3 5 6 7 8 EXT'G 1 0 . 4 1 NEW 1 FIRST FLOOR PLAN OVERALL SCALE: 1/16" = 1'-0" KEY PLAN TRUE PLAN NORTH NORTH . O N T E E H S 6 1 / 5 0 / 4 0 6 1 1 0 0 # 2 . M 0. 1 U OS . 3 N NTD 0 .O EN I S SE EM I T M VDD A O EID D C RBA r u h t r A t r o P 1 1.1 1.6 2 2.22.5 3 6 4 4.2 4.3 5 51'-4" 8 8'-8" Y R A T N E M E L E L L E R R Y T 42'-6" 1'-7" 15'-8" 1'-9" P O N VESTIBULE 14'-6" B205 B207 DNSTAIR M7 B208 MUSIC WASH CORRIDOR B212A B209A B200 20'-10" B202 STOR B201 4'-8" 9'-10" A221 20'-7" A215 STOR STOR A214 A201 STOR STAIR A224 8'-5" 4-5 CLASSRM DN A213 A200 4-5 CLASSRM A225 CORRIDOR A212 EXT CORR STOR A211 A208 STOR B 1'-7" A206 MECH 4-5 CLASSRM 1'-7" 9'-8" A222 4-5 CLASSRM 13'-11" 1'-9" MEDIA CTR BELOW A210 A 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C 37'-5" 4-5 CLASSRM STOR 20'-5" C A219 A220 A216 9'-9" C2 GIRLS A217 3'-5" 11'-10" 3'-11"6'-1" E D3 D B212 4-5 CLASSRM 13'-11" F TLT A218 7'-1" G B211 N O I T A V O Ns Ea Rx e &T , Nr u Oh t I r T IA Dt Dr o AP BOOK STORAGE IDF 184'-4" H 226'-10" K J CUST WASH 4-5 CLASSRM B209 B210 BOYS 12'-9" STOR M L 60'-0" 24'-8" B204 4-5 CLASSRM B203 t c i r t s i D 21'-3" 24'-11" Q l o o h c S 9 1'-9" 70'-0" 7 t n e d n e p e d n I 2 3 5 1 2 . O N B O J 19'-1" 30'-9" 4-5 CLASSRM A204 STOR A205 4-5 CLASSRM 8'-6" 1'-7" 11'-2" 11'-3" C209 ADMIN A203 STOR STOR STOR COMPUTER LAB 4-5 CLASSRM A207 A209 C208 A202 15'-3" 1'-6" 12'-5" 1'-8" 23'-4" 122'-2" 12'-3" 8'-10" 22'-10" T E N . B M O C Y A L C . W W W 1'-8" 152'-11" 1 1.6 2 2.5 3 4 4.2 4.3 5 6 7 8 9 2 1/2" E.J. EXT'G 1 1 1 . 4 NEW 1 SECOND FLOOR PLAN OVERALL SCALE: 1/16" = 1'-0" KEY PLAN TRUE PLAN NORTH NORTH . O N T E E H S 6 1 / 5 0 / 4 0 RESTROOM ACCESSORY SCHEDULE TAG # DESCRIPTION WASTE RECEPTACLE - WALL MTD WATER CLOSET - WALL MTD HC WATER CLOSET - WALL MTD FLOOR DRAIN HC LAVATORY - WALL MTD GRAB BARS HAND DRYER MIRROR MIRROR FLOOR SINK MOP RACK FEMININE NAPKIN DISPOSAL SOAP DISPENSER TOILET PAPER HOLDER URINAL HC URINAL HC DUAL HEIGHT EWC 5'-0" DIAMETER TURNING SPACE 30"x48" CLEAR FLOOR SPACE MARBLE THRESHOLD 1'-4" A B BH D EH G1 H1 M M2 N O R S T U UH V X1 X3 Z REMARKS 4'-7" REF PLUMBING REF PLUMBING REF PLUMBING REF PLUMBING REF PLUMBING REF SPECS REF SPECS 24"x40" AT WALL-HUNG LAVATORIES 24"x72" MTD 12" AFF REF PLUMBING & DTL 9/4.20 REF DTL 9/4.20 REF SPECS REF SPECS REF SPECS REF PLUMBING REF PLUMBING REF PLUMBING PER TAS REQMT PER TAS REQMT REF SPECS AND PLAN TOILET 9'-8" 8'-4" r u h t r A t r o P G1 6'-7" A122 T R D Z 1 5.40 5.40 M X3 EH 15 4.31 1'-5" 2 2 3 5 1 2 . O N B O J 1'-7" G1 BH 1 6 1 1 0 0 # 2 . M 0. 1 U OS . 3 N NTD 0 .O EN I S SE EM I T M VDD A O EID D C RBA t n e d n e p e d n I l o o h c S t c i r t s i D 1'-3"1'-2" H1 S 3 D6 R6 9 4.31 ENLARGED STAIR PLAN - B105 SCALE: 1/4" = 1'-0" 6'-7" 4'-4" 2'-4" 3'-0" 6'-8" G1 B211 TLT 6'-0" X3 D X1 B T BH T R T 1'-6" 1'-3" HOLD 5'-1" 5'-0" MIN CLEAR 3'-10" G1 BH T G1 T B S EH X3 H1 P M D P B212 GIRLS 4'-2" 4'-2" EQ B T B EQ M2 CT WAINSCOT, TYP 2.5 3 4 4.2 CT WAINSCOT, TYP 7'-4" 6'-6" 3'-2" 2'-11" 2'-11" 5'-2" 3" 6'-7" M2 WASH R.D. 9 4.31 WON-DOOR TRACK ABOVE 2'-11" 1'-6" 1'-3" HOLD 3'-10" 2'-8" 2'-4" 2'-11" 1'-8" 1'-0" 6'-4" B113 X1 Z TLT 6'-0" H1 T BH X3 D T R T B T B G1 BH T G1 B S P Z 4 4.31 EH X3 H1 B112A M WASH M2 5'-1" G1 G1 H1 D B112 GIRLS T E N . B M O C Y A L C . W W W P 6'-9" D B105 1'-7" 1'-9" HOLD 1'-8" 7" 4'-11" S D D6 L T 4" S D6 UH 5'-1" 5'-0" MIN CLEAR 7'-8" V U O 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C 4'-2" STAIR CUST G1 T BH G1 B P N B111 H1 D EQ 5' -0 " A101 D 6'-10" 52"H WALL H1 A101B Z D 6" V6 P BOYS 7'-8" A101A B110 10D B110A EQ 11 TREADS @ 11" = 11'-0" UP A101A STOR N O I T A V O Ns Ea Rx e &T , Nr u Oh t I r T IA Dt Dr o AP AGE GROUP A @ B210 CUST & B211 TLT SCALE: 1/4" = 1'-0" 6'-8" STRINGER WIDTH 1" UP R 7'-10" 2'-11" Y R A T N E M E L E L L E R R Y T CT WAINSCOT, TYP MECH PIPE SYSTEM ABOVE 1 2 . 4 6 2'-11" 2nd FLOOR - ENLARGED RESTROOMS - AGE GROUP C1 27'-7" STAND PIPE SYSTEM, VERIFY INSTALLATION LOCATION WITH THE FIRE MARSHAL G1 EQ 1'-0" WASH D FIN. FLR M7 1'-7" 1'-9" HOLD B212A D4 100'-0" FR4 4'-7" 4'-2" D6 A101 STAIR 9'-6" 2 4'-9" 6" STAND PIPE SYSTEM, VERIFY INSTALLATION LOCATION WITH THE FIRE MARSHAL B105A 1'-4" 5.42 11 TREADS @ 11" MAX = 11'-0" BH EQ 1'-4" 5" R6 10" C L 2 6'-6" LANDING WIDTH 7" B105 1'-2" 1" STOR 1" 6'-8" STRINGER WIDTH V6 B105A V6 7 4.31 107'-3 3/8" LANDING 11" 4" 24'-0" 6" 6'-10" STEEL PAN STAIR W/RUBBER TREAD & RISER AS SPEC 2'-2" 9'-11" 8 4.32 1 1/4" PIPE HANDRAIL WELDED AND GROUND SMOOTH -PAINTED 26'-1" 4" 19'-9" 8'-3" 5" UP 5.42 6" D6 4'-6" 1" 1 6'-8" STRINGER 1" WIDTH 20'-3" B O 4'-4" 9'-11" 5.41 D6 N G1 STAND PIPE SYSTEM, VERIFY INSTALLATION LOCATION WITH THE FIRE MARSHAL 1" 1'-3"1'-2" D4 D6 6'-9" 19'-4" 6'-5" Z 15 4.31 D6 11 4.31 8 V6 6'-8" STRINGER WIDTH 1" 1 1/4" PIPE HANDRAIL WELDED AND GROUND SMOOTH -PAINTED EQ 3" 5.40 D4 STEEL PAN STAIR W/RUBBER TREAD & RISER AS SPEC 1'-9" T UH EQ 2 T U H1 EQ 1 1 7 5.40 2'-11" F 1.6 G1 SCALE: 1/4" = 1'-0" 10 4.31 5.41 L ENLARGED STAIR PLAN - A201 2 1 P 10E A D 1'-4" 11" 8 6'-8" STRINGER WIDTH 5 SCALE: 1/4" = 1'-0" D N 7" ENLARGED STAIR PLAN - B205 2 CUST Z 7 7 S H1 4'-2" 4'-4" 4 4.31 4'-0" 22'-8" D6 5'-8" 1'-0" A 5'-1" P EH EH 1HR RATED WON-DOOR ASSEMBLY ABOVE M7 2'-11" 1'-8" FR4 2'-11" D STAIR 5'-8" B205 H1 6'-8" D6 D A201 5'-8" 5.42 7" D6 4'-2" STAND PIPE SYSTEM, VERIFY INSTALLATION LOCATION WITH THE FIRE MARSHAL 9'-6" 2'-11" B210 52"H WALL 26'-2" DN H1 V 3'-5" 11 TREADS @ 11" MAX = 11'-0" CL 2 5" FIN. FLR 1'-0 1/4" 6'-6" Z D 2'-2" 6'-6" LANDING WIDTH 6'-8" STRINGER WIDTH 114'-0" 1" 1'-2" 1" 1 1/4" PIPE HANDRAIL WELDED AND GROUND SMOOTH PAINTED 2'-6" V6 6'-9" BOYS D DN D3 STAIR 6" RELOCATED BALCONY REF STRUCT FOR ATTACHMENT DTLS B209 WASH 7" A201 B205 4'-10" LANDING 3'-8" 107'-3 3/8" 28 5' -0 " 5.42 7" R 1" D4 6'-2" 27'-5" 3'-10" EDGE OF SLAB V6 1 E 6'-8" STRINGER 1" WIDTH 12'-10" N 4 B209A 7'-8" 7 4.31 M2 7'-8" 9'-1" EDGE OF SLAB 3 CT WAINSCOT, TYP EQ STEEL PAN STAIR W/RUBBER TREAD & RISER AS SPEC 2.5 V6 6'-8" STRINGER WIDTH 1" 3" 1 1/4" PIPE HANDRAIL WELDED AND GROUND SMOOTH -PAINTED 6" 4'-9" 11 4.31 12'-8" STEEL PAN STAIR W/RUBBER TREAD & RISER AS SPEC 6'-8" STRINGER WIDTH 1" D4 4'-0" 2 5.41 SCALE: 1/4" = 1'-0" STAND PIPE SYSTEM, VERIFY INSTALLATION LOCATION WITH THE FIRE MARSHAL 12 TREADS @ 11" = 11'-0" 1.6 2 11 TREADS @ 11" = 10'-11" 1 6'-8" 5.41 A122 TOILET AGE GROUP A 5'-8" 1 6'-8" STRINGER WIDTH F 4 ENLARGED STAIR PLAN - A101 SCALE: 1/4" = 1'-0" 1 1ST FLOOR - ENLARGED RESTROOMS - AGE GROUP C2 SCALE: 1/4" = 1'-0" AGE GROUP A @ B111 CUST & B113 TLT . O N T E E H S 6 1 / 5 0 / 4 0 DOOR SCHEDULE - AREA A DOOR NO. ROOM NAME SIZE DOOR TYPE MAT'L FRAME TYPE FIRE RATING HDWR SET NOTES 1 A100 A100A A100B CORRIDOR CORRIDOR CORRIDOR PR 36x84 24x60 HALF PANEL H.MTL. GLASS R4 REF 5/7.21 A100C CORRIDOR 24x60 PANEL GLASS REF 5/7.21 A100D CORRIDOR 24x60 PANEL GLASS REF 5/7.21 A100E CORRIDOR 24x60 PANEL GLASS REF 5/7.21 A100F CORRIDOR 29x60 PANEL GLASS REF 6/7.21 A100G CORRIDOR 29x60 PANEL GLASS REF 6/7.21 A100H CORRIDOR 29x60 PANEL GLASS REF 6/7.21 A100J CORRIDOR 29x60 PANEL GLASS REF 6/7.21 A101 STAIR A101A A101B A102 A103 A104 A105 A106 A107 A108 A109 A110 A111 A112 A113 A114 A115 A116 A117 A118 A119 A120 A121 A122 A123 A123A A123B A200 A201 STOR STAIR 2-3 CLASSRM STOR STOR 2-3 CLASSRM 2-3 CLASSRM STOR MECH ELEC 2-3 CLASSRM STOR STOR 2-3 CLASSRM 2-3 CLASSRM STOR STOR 2-3 CLASSRM BOOKRM / SCIENCE STRG MDF A/V / STRG OFFICE / WORK TOILET MEDIA CTR MEDIA CTR MEDIA CTR CORRIDOR STAIR A202 A203 A204 A205 A206 A207 A208 A209 A210 A211 A212 A213 A214 A215 A216 A217 A218 A219 A220 A221 A222 A224 4-5 CLASSRM STOR STOR 4-5 CLASSRM 4-5 CLASSRM STOR MECH STOR 4-5 CLASSRM STOR STOR 4-5 CLASSRM 4-5 CLASSRM STOR STOR 4-5 CLASSRM BOOK STORAGE IDF 4-5 CLASSRM STOR STOR 4-5 CLASSRM 51A FINISHED WALL THICKNESS MASONRY AS SCHE'D ALUM STOREFRONT AS SCHE'D MINI BLINDS - REF. SPECS, ATTACH TO WALL/HEAD ABOVE GLAZING AS SCHE'D EXT. ALUM WINDOW HEAD W/ BLINDS FINISHED WALL THICKNESS ROOM SIDE MINI BLINDS - REF. SPECS, ATTACH TO ALUM FRAME INTERIOR SIGNAGE TO MATCH EXISTING 4" U.O.N. INT ALUM WINDOW HEAD - STUD WALL ROOM SIGN TEXT FINISHED WALL ENLARGED ROOM SIGN - PROVIDE BACKER PANEL WHEN LOCATED ON GLASS (SAME COLOR AS FACE). WHEN NOT LOCATED ON GLASS, INSTALL ONE FASTENER AT EACH CORNER OF SIGN THICKNESS WALL AS SCHE'D HOLLOW MTL FRAME AS SCHE'D LATCH SIDE OF DOOR MINI BLINDS - REF. SPECS, ATTACH TO HOLLOW MTL FRAME GLAZING AS SCHE'D CLEAR FLOOR SPACE OF 18"x18", CENTERED ON SIGNS TACTICAL CHARACTERS 60" MAX. A.F.F. TO BASELINE OF HIGHEST TACTILE CHARACTER ALUM STOREFRONT AS SCHE'D GLAZING AS SCHE'D 48" MIN. A.F.F. TO BASELINE OF LOWEST TACTILE CHARACTER WALL AS SCHE'D NOTE: INT ALUM WINDOW HEAD - STUD WALL 7'-8" 2" 2'-0" AS SCHED 2'-0" 2" 2" 2" A2 2 A4 B2 B4 R2 R4 3'-10" B100 B101 B102 B103 B104 B105 B105A B106 B107 B107.1 B108 B108A B109 B110 B110A B111 B113 B201 B202 B203 B204 B205 B207 B208 B208A B210 B210A B211 3'-4" AFF C2 NOTE: WALL BRACE(S) OCCUR WITHIN STUD WALLS. HM FRAME TYPES DOOR NO. 2" 2" F4 D E 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 4 1/2" INT STOREFRONT W/ BLINDS REF. 5.60 SCALE: 1/4" = 1'-0" 1 AS SCHED. AS SCHED. AS SCHED. 1'-0" 3'-7" 8" FINISH TO MATCH DOOR FRAME WOOD H.MTL. WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD A2 A4 A2 A2 A2 A2 A2 A2 B2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 36x84 36x84 36x84 36x84 PR 36x84 PR 36x84 PR 36x84 FLUSH FLUSH HALF FLUSH PANEL PANEL PANEL WOOD WOOD ALUM. WOOD ALUM. ALUM. ALUM. A2 A2 C2 A2 02 10 10 1 HR 8 16A 2 8 8 2 2 8 64 10 2 8 8 2 2 8 8 2 8 8 8 8 4 59 53A 53 CR CR WON DOOR - 90 MINS WON DOOR CURVED 90 MINS 36x84 36x84 36x84 36x84 36x84 36x84 PR 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 LNL FLUSH FLUSH LNL LNL FLUSH FLUSH FLUSH LNL FLUSH FLUSH LNL LNL FLUSH FLUSH LNL FLUSH FLUSH LNL FLUSH FLUSH LNL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD A2 A2 A2 A2 A2 A2 B2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 2 8 8 2 2 8 64 8 2 8 8 2 2 8 8 2 8 8 2 8 8 2 ROOM NAME CORRIDOR 2-3 CLASSRM STOR STOR CHILLER 2-3 CLASSRM STAIR STOR BOILER ROOM CHILLER VESTIBULE BAND HALL BAND HALL STAIR CUST CUST TLT 4-5 CLASSRM STOR STOR 4-5 CLASSRM STAIR VESTIBULE MUSIC MUSIC CUST CUST TLT SIZE PR 36x84 36x84 36x84 36x84 36x84 36x84 36x84 PR 36x84 36x84 80x108 PR 36x84 36x84 36x84 36x84 24x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 PR 36x84 36x84 36x84 36x84 24x84 36x84 DOOR TYPE MAT'L LNL LNL FLUSH FLUSH LNL FLUSH FLUSH FLUSH FLUSH OH COIL HALF FLUSH LNL FLUSH FLUSH FLUSH FLUSH LNL FLUSH FLUSH LNL FLUSH LNL LNL LNL FLUSH FLUSH FLUSH WOOD WOOD WOOD WOOD WOOD WOOD WOOD H.MTL. H.MTL. METAL H.MTL. H.MTL. WOOD H.MTL. H.MTL. WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD H.MTL. WOOD FRAME TYPE R2 A2 A2 A2 A2 A2 A2 R4 A4 OH COIL R4 A4 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 R2 A2 A2 A2 A2 A2 FIRE RATING 1 HR 45 MINS 1 HR HDWR SET 72 2 8 8 2 22 8 65 15 51A 16A 12 8 8 8 4 2 8 8 2 22 72 12 12 8 8 4 NOTES FINISH TO MATCH DOOR FRAME DOOR NO. C208 C209 ROOM NAME COMPUTER LAB ADMIN SIZE 36x84 36x84 DOOR TYPE MAT'L LNL LNL WOOD WOOD FRAME TYPE A2 C2 FIRE RATING HDWR SET r u h t r A t r o P Y R A T N E M E L E L L E R R Y T t n e d n e p e d n I l o o h c S 2 3 5 1 2 . O N B O J t c i r t s i D N O I T A V O Ns Ea Rx e &T , Nr u Oh t I r T IA Dt Dr o AP SOUND SEAL ELEC MOTOR SOUND SEAL @PLUMB CHASE SOUND SEAL SOUND SEAL SOUND SEAL @PLUMB CHASE DOOR SCHEDULE - AREA C 1'-0" 10" 3'-6" 2'-0" AS SCHED. 8" 8" 8" 8" AS SCHED. 8" 8" 8" 8" AS SCHED. 3'-7" AS SCHED. AS SCHED. AS SCHED. AS SCHED. FLUSH FLUSH LNL FLUSH FLUSH LNL LNL FLUSH FLUSH FLUSH LNL FLUSH FLUSH LNL LNL FLUSH FLUSH LNL LNL DOOR SCHEDULE - AREA B 3'-0" 2" 2'-8" 2" 2" 3'-6" 2" F2 3'-4" AS SCHED AS SCHED FIXED AS SCHED AS SCHED AS SCHED REMOVABLE 3'-10" AS SCHED AS SCHED 5'-0" 2" 2'-3" 2" 2'-3" 2" 3'-6" AS SCHED 3'-4" AFF AS SCHEDAS SCHED SCALE: 1/4" = 1'-0" 2" AS SCHEDAS SCHED AS SCHED 2" AT F2 4" AT F4 AS SCHED 2" AT R2 4" AT R4 2" AS SCHED 2" 2" AT B2 4" AT B4 SCALE: 3" = 1'-0" DOOR SIGNAGE DETAIL BLINDS 4 BLINDS BLIND DETAILS 2" AT A2 4" AT A4 3 PROVIDE ONE TACTILE INTERIOR ROOM SIGN AT EACH FIRE ALARM PULL STATION INDICATING "EXIT". 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 PR 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 36x84 WON DOOR - 90 MINS CR 1/2" TEMPERED GLASS DOOR W/ PIVOT PIN, REF SPECS 1/2" TEMPERED GLASS DOOR W/ PIVOT PIN, REF SPECS 1/2" TEMPERED GLASS DOOR W/ PIVOT PIN, REF SPECS 1/2" TEMPERED GLASS DOOR W/ PIVOT PIN, REF SPECS 1/2" TEMPERED GLASS DOOR W/ PIVOT PIN, REF SPECS 1/2" TEMPERED GLASS DOOR W/ PIVOT PIN, REF SPECS 1/2" TEMPERED GLASS DOOR W/ PIVOT PIN, REF SPECS 1/2" TEMPERED GLASS DOOR W/ PIVOT PIN, REF SPECS WON DOOR CURVED 90 MINS 6 1 1 0 0 # 2 . M 0. 1 U OS . 3 N NTD 0 .O EN I S SE EM I T M VDD A O EID D C RBA NOTES 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C T E N . B M O C Y A L C . W W W 2 2 DOOR SCHEDULE NOTES: GLASS PANEL (ALUM.) 1 DOOR TYPES SCALE: 1/2" = 1'-0" GLASS PANEL (METAL WOOD) FLUSH LNL HALF 1. PLASTIC LAMINATE(S) FINISH TO BE AS SCHEDULED OR AS SELECTED BY ARCHITECT. 2. AT OVERHEAD COILING/COUNTER DOORS, ALLOW FOR ADDITIONAL SLATS BEYOND FINISH OPENING HEIGHT TO BOTTOM OF DOOR HOUSING. 3. VERIFY ELECTRIC MOTOR LOCATIONS WITH OWNER. 0 6 . 5 * SEE HARDWARE SPECIFICATIONS FOR ADDITIONAL INFORMATION. . O N T E E H S 6 1 / 5 0 / 4 0 NOTES 1. 2. 3. 4. 5. 6. 7. ALL HOLLOW METAL FRAMES TO BE PAINTED. ALL ALUMINUM FRAMES TO HAVE CLEAR ANODIZED FIN. ALL RATED (LABELLED) DOORS TO HAVE RATED (LABELLED) FRAMES. ALL WINDOWS AND DOORS IN RATED WALLS TO HAVE RATED DOORS AND FRAMES. ALL INTERIOR DOORS TO HAVE ROOM SIGN - REF SPECS. DIMENSIONS SHOWN ON THIS SCHEDULE ARE APPROXIMATE. FINAL DIMENSIONS ARE TO BE MEASURED AT JOBSITE. PROVIDE HORIZONTAL LOUVER BLINDS AT WINDOWS WHERE NOTED. INSTALL BLINDS FLUSH WITH AND BETWEEN WINDOW FRAMES WHERE POSSIBLE. 6 1 1 0 0 # 2 . M 0. 1 U OS . 3 N NTD 0 .O EN I S SE EM I T M VDD A O EID D C RBA 2 3 5 1 2 . O N B O J GLAZING SCHEDULED EXTERIOR TINTED TEMPERED GLASS (ALL EXTERIOR DOORS AND WINDOWS) INTERIOR TEMPERED GLASS (ALL INTERIOR DOORS AND WINDOWS) PROVIDE SAFTEY GLASS AS REQUIRED BY CODES (NO EXCEPTIONS) 2'-3 1/4" REF ELEV 2ND FLOOR 27 WINDOW FRAME 114'-0" 14 PANNING TO MATCH EXIST, BY WIN MANUF 28 EXT WINDOW 1ST FLOOR SCALE: 1/2" = 1'-0" 17'-4" 3'-7" 2" 3'-8" 2" EXT WINDOW FRAME W/ BLINDS REF 5.60 EXT WINDOW FRAME W/ BLINDS REF 5.60 8'-0" 2 1/2" 2'-4 1/4" 2'-5 1/2" 2'-4 1/4" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 8'-0" 2 1/2" 2'-4 1/4" 2'-5 1/2" 2'-4 1/4" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2" 2" 6'-0" 3'-8" 3'-1 1/4" 2 1/2" 14 6'-0" 2" 3'-3 1/2" 2 1/2" 2'-8 1/4" 2 1/2" 2" 3'-3 1/2" 2 1/2" 2'-8 1/4" 2 1/2" 3'-0" 3'-3 1/2" 2 1/2" 13 2 1/2" 2" 3'-1 1/4" 6'-0" 3'-4" 6'-0" 2" 2" 3'-4" 2 1/2" 2'-9" 2" 2'-9" 2" 2'-9" 2" 2'-9" 3'-4" 2" 6'-0" 2" 11'-7" 2 1/2" EQ 2 1/2" EQ 2 1/2" 17'-2" 3'-2" 2" 2'-2" 2" 100'-0" WINDOWS WITH DTLS 2" 3'-7" W.D. 4'-4" 2'-8 1/4" 2'-8 1/4" 2 1/2" 2 1/2" VARIES 7'-9" W.D. 8'-6" 3'-1" BO SILL A5.62 EXT WINDOW 1ST / 2ND FLOOR 23 8'-6 3/4" W.D. MATCH EXIST EQ PANNING TO MATCH EXIST, BY WIN MANUF 9'-4" 27 2'-6" 4'-4" 9'-4" 13 Y R A T N E M E L E L L E R R Y T 6 2'-8 1/4" A5.62 WINDOW FRAME 8'-6" 4 3/4" BO SILL REF ELEV 4 3/4" BO SILL REF ELEV 6 28 3'-0" 2" 2'-8" 2" 4 1/2" INT STOREFRONT EQ A5.62 10 A5.62 2'-8 1/4" 10 8'-0" 3'-11 1/2" 1'-11 1/4" 2 1/2" 2 1/2" 2 1/2" 2'-5 3/4" 2 1/2" 9'-4" 13'-4" AFF 13'-4" AFF 13'-4" AFF 13'-0" AFF 13'-0" AFF 2 1/2" 2'-4 1/4" 2'-5 1/2" 2'-4 1/4" 2 1/2" 2 1/2" 4" 1ST FLOOR 100'-0" 25 24 21 20 22 12 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 5" EXT IR STOREFRONT W/ BLINDS REF 5.60 5" EXT IR STOREFRONT W/ BLINDS REF 5.60 5" EXT IR STOREFRONT W/ BLINDS REF 5.60 5" EXT IR STOREFRONT W/ BLINDS REF 5.60 1 5" EXT IR STOREFRONT W/ BLINDS REF 5.60 5" EXT IR STOREFRONT W/ BLINDS REF 5.60 06 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 2'-3" 2" 1'-9" 1'-10" 2" 2" 6'-0" 2" 1'-10" 2" 1'-9" 2" 2'-6" 2" 2" 2" 1'-8" 2" 2" 2'-6" 2" 9'-0" 4" 2'-6" 2" 4" 4" 11'-0" 5'-4" 2"1'-8"2" 2" 04 03 02 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 PLAM SURROUND 0 4 2 5 7 S A X E T , S A L L A D * 0 0 2 E T I U S * Y A W E E R F J B L 0 0 6 6 * S T C E T I H C R A , S E T A I C O S S A B M O C Y A L C T E N . B M O C Y A L C . W W W 4'-0" 4'-6" 2" 2" 2'-6" 2" 9'-0" 4'-0" 9'-0" 4'-0" 05 2'-3" 4'-0" 2" 2" 2'-6" 2" 3'-8" 9'-0" 2" 2" 1'-8" 2" 2" 14'-2" 4'-0" 3'-8" 9'-8" 2'-6" 2" CASTSTONE SURROUND 2" 11'-7" 3'-7" 2" 1'-8" 2" 1'-10" 2" 2" 4" 09 3'-8" 3'-4" 2'-6" 2" VARIES 1'-6" REF ELEVATIONS 3'-11 3/4" 2 1/2" 4" 10 2" 4" 1'-6" 2" 1'-2" 2" 2'-5 3/4" 2 1/2" ALUMINUM FRAME TYPE(S) SCALE: 1/4" = 1'-0" EQ 5'-11 1/2" EQ 2 1/2" 2 1/2" 2 1/2" 9'-4" 2'-5 3/4" 11 5" EXT IR STOREFRONT W/ BLINDS REF 5.60 1 EQ 2 1/2" 9'-0" 3'-3 1/2" 2 1/2" 1'-11" 17'-4" 3'-3 1/2" 2 1/2" 3'-11 1/2" 2 1/2" 2'-1 3/4" 2 1/2" 3'-3 1/2" 2 1/2" N O I T A V O Ns Ea Rx e &T , Nr u Oh t I r T IA Dt Dr o AP 01 4 1/2" INT STOREFRONT W/ BLINDS REF 5.60 1 6 . 5 100'-0" 4" 9'-4" 1ST FLOOR EQ 10'-6" VERIFY ALGIN W/TOP OF SURROUND 4" 2'-6" 2" 4'-0" 2" 3'-2" +/- 2" 6'-0" VERIFY TO EDGE SURROUND 2 1/2" t c i r t s i D REF SPECS 2'-6" EQ A5.62 REF ELEV TO FRAME, REF ELEV 7 EQ 9 A5.62 TO FRAME, REF ELEV A5.62 8'-0 3/4" TO FRAME MATCH EXIST A5.62 2'-8" BO SILL A5.62 7 8'-10" 8 8'-10" 8 l o o h c S 4 1/2" 2'-3 1/4" W.D. 8'-0 3/4" TO FRAME MATCH EXIST 4 1/2" 8'-6 3/4" W.D. MATCH EXIST 4 1/2" 3'-7" W.D. 3'-1" BO SILL EQ 7'-9" W.D. 4 1/2" EQ 4 1/2" 4 1/2" REF ELEV 4'-4" 2'-8" BO SILL REF ELEV, FRAME & PANNING 8'-6" r u h t r A t r o P t n e d n e p e d n I . O N T E E H S 4 UNISTRUIT MOUNTED DISCONNECT SCALE: NONE DN COOLING TOWER UP DN 3 NEW ADDITION SCALE: NONE EXISTING ELEMENTARY SCHOOL 2 1 ELECTRICAL REQUIREMENTS AT POLE BASE MEP SITE PLAN SCALE: 1" = 30'-0" PLAN NORTH TRUE NORTH ELECTRICAL REQUIREMENTS AT POLE BASE SCALE: NONE UP 1 1.1 2 2.4 3 4 4.2 5 DN Q DN UP P O 99'-10 3/8" 100'-0" VERIFY N UP 96'-0" DN M7 B.O. BULKHEAD 8' - 10" DN M 96'-0" 99'-8 1/4" UP L 99'-9 3/8" 1 FIRST FLOOR LIGHTING PLAN - AREA B SCALE: 1/8" = 1'-0" PLAN NORTH TRUE NORTH NIC B KEY PLAN 2 GROUND BAR DETAIL SCALE: N.T.S. 1 ONE-LINE DIGRAM SCALE: N.T.S.