ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5bids.urbanzink.com/arnoldes/Addendum #5/17CN-158... ·...

ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5REPLACEMENT JANUARY 5, 201790 CHURCH ROAD PAGE 1 OF 8ARNOLD, MARYLAND 21012

GWWO, INC./ARCHITECTS800 WYMAN PARK DRIVE, SUITE 300

BALTIMORE, MARYLAND 21211410-332-1009

GWWO PROJECT NO. 15024

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents, as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to acknowledge addendum may disqualify Bidder. This addendum contains thirty-two (32) pages; 20 pages (8 ½” x 11”), 4 pages (11” x 17”), and 8 pages (30” x 42”) drawing sheets dated 1/4/2017. This addendum forms part of the Contract Documents and modifies them as follows:

RESPONSES TO REQUEST FOR INFORMATION / CLARIFICATION:

Addendum Item No. DescriptionAD5.01 Question: Drawing Note 34 references a gas meter. The drawings do not show a gas

system, nor is a riser diagram of the system provided. Please address how this should be priced so that all bidders are submitting cost based on the same information.

Response: Gas riser diagram has been provided. Please refer to drawing P4.2AD5.02 Question: On Drawing A7.1 - Accessory Schedule, Item 42A Painted Acoustical Wall

Panel is described as Spec section item 09 8400-B. Item 41A is described as Spec section item 09 8400-A. Clarify which item on Accessory Schedule is type A or Type B.

Response: Per Accessory Schedule on drawing A7.1:Item 41A is keynote 098400-A “Fabric-Covered Acoustical Panel” which corresponds to Section 09 8400 2.1 B.

Item 42A is keynote 098400-B “Sound Absorbing Wall Panels” which corresponds to Section 09 8400 2.1 A.

AD5.03 Question: RE: Specification Section 04 2000 2.4 G. 2. Specifications reference a "seismic feature". Is this required at all cavity walls and composite walls? Just cavity walls? Just composite walls? Please clarify.

Response: “Seismic Feature” eliminate. See Changes to Project Manual AD5.34AD5.04 Question: Masonry spec indicates joist reinforcement at each course (8" o.c.).

Masonry note #10 on structural plan sheet S0.1 indicates every other course (16" o.c.). What spacing should we plan on?

Response: Provide at 16” O.C. See Changes to Project Manual AD5.35AD5.05 Question: Spec references concrete block with a minimum 25% recycled content and

a "normal weight" classification. We are told by York Concrete Products that to accomplish 25% recycled content, a "lightweight" or "medium weight" block should be specified. Please clarify.

Response: CMU weight revised. See Changes to Project Manual AD5.33


AD5.06 Question: On Architectural Sheet A1.3-ALT, there is a Door labeled C104A. This door is missing from the Door Schedule. Please advise if this door needs to be added to the Door Schedule.

Response: Door added to schedule. See Changes to Drawings AD5.62AD5.07 Question: 2.B.21 of 6A Scope of Work states that the 6A contractor is responsible for

health room cubicle curtains, yet no specification is provided and a location cannot be ascertained. Please advise, and provide specification if necessary.

Response: Curtain and track added to Contract Documents. See Changes to Project Manual AD5.32 and AD5.40 and Changes to Drawings AD5.59 and AD5.61

AD5.08 Question: Who is responsible for vapor retarder shown on H.13/A8.6 (096429-F)? For some reason this is tagged as coming out of the wood flooring specification.

Response: Keynote revised to indicate transition membrane. See Changes to Drawings AD5.64

AD5.09 Question: Please confirm steel angles at fire rated CMU wall per AC.2 is the only application to receive spray fireproofing on the project. Architectural and code study plans do not reference fireproofing in any other areas, nor is it called out with the 078100-A designation anywhere but on AC.2.

Response: Confirmed. The only intended use of spray fireproofing is as shown on AC.2

AD5.10 Question: Detail 2 on Sheet C3.2 calls for a mow strip at the 4' fence. However, C5.1 and C5.2 do not specifically call out a mow strip for the 4' fence as it does for the 8' fence. Does the 4' fence require a mow strip?

Response: Mow table shall be provided for areas where 4’ fence is shown as wellAD5.11 Question: Please provide a detail for the "Outdoor Learning Area".

Response: The Outdoor Learning area is grassedAD5.12 Question: Please provide a detail for the stone pad at the end of the curb opening.

Response: The rip rap shall be class 1, d50 = 9.5”, 19” deep on approved filter fabric and installed where indicated on sheet C9.5

AD5.13 Question: RE: S3.1 On typical detail "Typical top of non-load bearing interior masonry wall at floor details", is there a minimum spacing of unsupported wall to put these clips?

Response: Spacing is indicated on detail. Please refer to details on S3.1AD5.14 Question: Doors S-1 and S-2 are shown on the Door Schedule, however, we cannot

locate them on any of the Architectural Drawings. Please advise where they are located.

Response: Refer to detail 2/AS.2AD5.15 Question: Please provide a Signage Schedule in order to determine the quantities of

each sign type.

Response: Refer to sheet A9.6, specification 10 1400, and the Contract Documents for signage requirements


AD5.16 Question: RE: Specification section 084313/2.3/B calls for Kawneer 500 1 ¾” doors. They also call for the doors to be thermally-broken. This can only be accomplished by using a 2” thick door. Please verify the correct thickness for these doors.

Response: Provide 2” thick doors. See Changes to Project Manual AD5.36AD5.17 Question: RE: Specification section 084413/2.5/A, “Curtain wall Material”, calls for an

AAMA 2605 multiple coat 70% paint finish. Specification section 084313/2.7/A, “Storefront Material”, calls for the finish to be Class I clear anodized. Please verify that two different finishes are required for this school and the proper finish to be used for the curtain wall and storefront material.

Response: Provide one finish (AAMA 2605), two colors, per specifications. See Changes to Project Manual AD5.36

AD5.18 Question: Window types A through J and L are detailed as windows. There are no details for any of the vertical mulls, please provide. The window combinations at 10’ wide by 6’ tall are too large to manufacture as one and handle in the field. Units C, D, and H.B have a door attached to this window system. The J.21 jamb detail will not work for the door jamb. What is the intent for this combination unit? We recommend all of these window units be constructed out of storefront material and have a window vent installed where shown in the storefront opening. Please advise whether a storefront with windows inserted can be done or if real window units should be used. If window units remain, please provide better details.

Response: Intent is aluminum windows. Additional details added. See Changes to Drawings AD5.63 and AD5.64

AD5.19 Question: 084413/2.2/B/2. This Specification calls for a Wind-Borne-Debris-Resistance for Wind Zone 4. We are assuming that this statement is dealing more with the glass makeup than the actual curtain wall framing system. Please give more detail for a better understanding.

Response: Wind-Borne-Debris-Resistance requirement deleted. See Changes to Project Manual AD5.37

AD5.20 Question: Section 116623, paragraph 2.3.E.10.a. specified key-switch operation for the basketball hoops and Section 116653, paragraph 2.4.E.1. specifies a wall mounted touch pad control. AACPS generally specifies the touch pad control for all gym equipment items. Can you confirm if the basketball hoops are to be controlled by the touch pad control as well?

Response: Per AACPS direction, all gym equipment shall be operated by key-switch. See Changes to Project Manual AD5.41

AD5.21 Question: Section 116623, paragraph 2.3.B.4. specifies height adjusters for the basketball hoops but does not specify an operation (manual or electric). Drawing E1.1., drawing no. #3 indicates these are to be electric but there is not enough key-switch controls shown to operate these. Are the height adjusters to be manual or electric (if electric, controlled by key switch or touch pad control)?

Response: Height adjusters to be electric, controlled by separate key-switch. See Changes to Project Manual AD5.41


AD5.22 Question: Section 116643, paragraph 2.4.E.1. specifies a wall mounted touch pad. Drawing E1.1, drawing no. #5 is indicated twice. If the divider curtain is to be touch pad controlled, will (2) units be required?

Response: Only one unit is required. Provide where indicated on E1.1 as #15. Controls revised to key-switch. See Changes to Project Manual AD5.42

AD5.23 Question: Drawing E1.14 indicates some lights will be in the location of the basketball hoops. At what height will the lights be mounted in the gym (preferred to be even with or above the bottom chord of the truss)?

Response: Lights are intended to be mounted just below bottom chord of truss, approximately 28’-0” AFF.

AD5.24 Question: Will the HVAC in the gymnasium be mounted above or even with the bottom chord of the truss (this will prevent having to drop the attachments for some of the basketball hoops and the divider curtain)?

Response: Ductwork is intended to be mounted just below bottom chord of truss, bottom of ductwork approximately 27’-0” AFF.

AD5.25 Question: Section 116623, paragraph 2.4.A. specifies to provide a three court system of volleyball nets and posts. Based on the sleeve layout on drawing A7.12, only a maximum of (2) one-court systems can be used at one time. Can you confirm that only (2) one-court volleyball systems are to be provided?

Response: Confirmed. See Changes to Project Manual AD5.41AD5.26 Question: Section 116623, paragraph 2.4.C. specifies floor anchors. These anchors

are not necessary for the volleyball equipment, as paragraph 2.4.D. specifies the floor sleeves and cover plates necessary for the volleyball equipment. Can the floor anchor potion of the specification be deleted?

Response: Floor anchor requirement deleted. See Changes to Project Manual AD5.41AD5.27 Question: Section 116623, paragraph 2.3.B.7. specifies single post basketball hoops.

AACPS uses dual post units in their elementary gyms, almost exclusively. Are the ceiling mounted basketball hoops to be single post or dual post?

Response: Revised to dual post. See Changes to Project Manual AD5.41AD5.28 Question: On Spec Section 075100/2.5/4 it is calling for R-Value of 30 (R-30=5.4"

ISO). On Detail AC.1/A5.1 it is calling for 6" ISO and R-42. This is not possible because 6" ISO produces and R Value of 33.6. In order to achieve R-42, the system requires 7.5" ISO. Please clarify intent on insulation thickness throughout roof and requested R-Value. Please note that 1" ISO produces R Value of 5.6.

Response: Intent is to provide 6” insulation thickness to achieve R-33.6. See Changes to Drawings AD5.47 and AD5.49

AD5.29 Question: Please clarify what the utility trenches are to be backfilled with - 100% imported select backfill or onsite existing soils?

Response: Refer to project specification section 31 2300, section 3.13


AD5.30 Question: The specification is indicating that the library shelving units are "plastic laminate finish", however I am unable to find a manufacturer listed that does p-lam finish. Please clarify.

Response: Library shelving revised to hardwood finish. See Changes to Project Manual AD5.43

AD5.31 Question: Please refer to head details H.11, H.12, H.21, H.23, and H.24 on drawings A8.6. There is no structural steel angle and/or wood blocking at the head of the window assemblies for the window frames to attach to. Currently the details show us anchoring into rigid insulation. Please review and advise.

Response: Intent is for attachment by strap anchors concealed with aluminum trim. Refer to Changes to Drawings AD5.51 thru AD5.57 and AD5.64

CHANGES TO PROJECT MANUAL

Addendum Item No. DescriptionAD5.32 SECTION 00 0110 – TABLE OF CONTENTS

ADD: 10 2123 - CUBICLESAD5.33 SECTION 04 2000 – UNIT MASONRY

DELETE: 2.1, A, 5. Load-Bearing Units: ASTM C90, normal weight.ADD: 2.1, A, 5. Load-Bearing Units: ASTM C90, medium weight.

DELETE: 2.1, A, 6, b. Normal weight.ADD: 2.1, A, 6, b. Medium weight.

AD5.34 SECTION 04 2000 – UNIT MASONRY

DELETE: 2.4, G, 2. Seismic Feature: Provide lip, hook, or clip on extended leg of wall ties to engage or enclose not less than one continuous horizontal joint reinforcement wire of 0.1483 inch diameter.

AD5.35 SECTION 04 2000 – UNIT MASONRY

DELETE: 3.9, A. Install horizontal joint reinforcement 8 inches on center.ADD: 3.9, A. Install horizontal joint reinforcement 16 inches on center.

AD5.36 SECTION 08 4313 – ALUMINUM-FRAMED STOREFRONTS

DELETE: 2.3, B., 2. Thickness: 1-3/4 inches.ADD: 2.3, B., 2. Thickness: 2 inches.

DELETE: 2.4, A., 1. Finish: Class I natural anodized.ADD: 2.4, A., 1. Finish: Superior performing organic coatings.

ADD: 2.4, A., 1., c. Touch-up surfaces cut during fabrication so that no natural aluminum is visible in completed assemblies, including joint edges.

DELETE: 2.7, A. Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating not less than 0.7 mils thick.


AD5.37 SECTION 08 4413 – GLAZED ALUMINUM CURTAIN WALLS

DELETE: 2.2, B., 2. Wind-Borne-Debris Resistance: Identical full-size glazed assembly without auxiliary protection tested by independent agency in accordance with ASTM E1996 for Wind Zone 4 - Additional Protection for Large and Small Missile impact and pressure cycling at design wind pressure.

AD5.38 SECTION 08 5113 – ALUMINUM WINDOWS

ADD: 2.1, C., 4. Peerless Products, Inc.: www.peerlessproducts.com.AD5.39 SECTION 09 0561 – COMMON WORK RESULTS FOR FLOORING PREPARATION

ADD: 2.1, E., 3, b. UZIN, a division of UFLOOR Systems Inc; UZIN PE 460: www.ufloorsystems.com.

AD5.40 SECTION 10 2123 - CUBICLES

ADD: Issue Section 10 2123 - CUBICLESAD5.41 SECTION 11 6623 – GYMNASIUM EQUIPMENT

DELETE: 2.3, B., 1. Framing: Center strut; front braced, forward folding framing.ADD: 2.3, B., 1. Framing: Dual strut; front braced, forward folding framing.

DELETE: 2.3, B., 4. Height Adjuster: To raise/lower assembly by 2 feet to adjust goal height.ADD: 2.3, B., 4. Height Adjuster: Electric adjuster; to raise/lower assembly by 2 feet to adjust goal height.

DELETE: 2.3, B., 5. Height Control System: Electric hoist; folds backstop with 115 volt actuator; integral limit switches provide automatic shut-off in both positions.

DELETE: 2.3, E., 10, a. Group Key Switch Control Stations: One switch per each backboard.ADD: 2.3, E., 10, a. Group Key Switch Control Stations: Two switches per each backboard, one to control folding control system and one to control height adjuster.

DELETE: 2.4, A. Volley Ball Nets and Posts: Three court system of adjustable posts, net, and tensioning winch meeting all requirements for FIVB, USA Volleyball, NCAA and NFHS competition requirements.ADD: 2.4, A. Volley Ball Nets and Posts: Two one-court systems of adjustable posts, net, and tensioning winch meeting all requirements for FIVB, USA Volleyball, NCAA and NFHS competition requirements.

ADD: 2.4. A., 4. Provide floor sleeves for three courts as indicated on drawings.

DELETE: 2.4, C. Floor Anchors for Portable Gymnasium Equipment: Steel plate bolted into wood flooring, with center screw-down button for securing tensioned elements; installed flush with finish floor surface.

1. Screw Size: 1/2 inch #13 threads.AD5.42 SECTION 11 6653 – GYMNASIUM DIVIDERS

DELETE: 2.4, E., 1. Wall Mounted Touch Pad Control.a. Basis of Design Product: Performance Sports Systems TSC2000X.


b. Coordinate with touch pad controls in Gymnasium A105.ADD: 2.4, E., 1. Key Operation: NEMA ICS 6, Type 1 enclosure, momentary-contact, three-position switch-operated control.

a. Keys: Provide four keys.b. Provide one switch-operated control, coordinate location with other switch-operated

controls in Gymnasium A105.AD5.43 SECTION 12 3513 – LIBRARY FURNITURE

DELETE: 12 3513 – Library FurnitureADD: Re-issue Section 12 3513 – Library Furniture

AD5.44 SECTION 12 3530 – INSTITUTIONAL CASEWORK

ADD: 2.5, I. Chain Stops: Zinc plated, looped chain with mounting plates at each end of chain used to limit door swing.

1. Provide chain stops at all doors which swing open against adjacent construction.AD5.45 SECTION 23 0100 – BASIC HVAC REQUIREMENTS

DELETE: 1.6, A. Prior to fabrication and installation, submit shop drawings (min. scale - 1/4" = 1' - 0") illustrating all ductwork, plumbing piping, lighting fixtures, cable tray, conduit, expansion loops, supports, alignment guides and fire protection coordinated with each other and with the structure. Installation drawings shall be reviewed by Owner's representative prior to fabrication and installation of any new work and prior to the ordering of any mechanical equipment.ADD: 1.6, A. Prior to fabrication and installation, submit shop drawings (min. scale - 1/4" = 1' - 0") illustrating all ductwork, HVAC piping, plumbing piping, lighting fixtures, cable tray, conduit, expansion loops, supports, alignment guides and fire protection coordinated with each other and with the structure. Installation drawings shall be reviewed by Owner's representative prior to fabrication and installation of any new work and prior to the ordering of any mechanical equipment.

AD5.46 SECTION 23 0900 – AUTOMATIC CONTROL SYSTEMS (ELECTRIC/ELECTRONIC)

DELETE: 2.20, A. Provide a PC based operator’s workstation within the building at a location determined by the owner, including a flat screen monitor (minimum 21”) and a color laser printer. Provide color graphics of all systems to be controlled, monitored and alarmed by the EMCS. Computer hardware and software shall be compatible with the most current version of the ATC vendor’s software and graphics packages.ADD: 2.20, A. Provide two laptops in accordance with the Owner’s standards. Provide color graphics of all systems to be controlled, monitored and alarmed by the EMCS. Computer hardware and software shall be compatible with the most current version of the ATC vendor’s software and graphics packages.

CHANGES TO DRAWINGS

Addendum Item No.

Revised Sheet

Sketch No. Description

AD5.47 CS.3 - THERMAL ENVELOPE REQUIREMENTS

Modify Provided value for Insulation Entirely Above Deck to R-33.6ci


AD5.48 C5.1 SKC-001 Modification to Paving Plan. Added clarification for fencing replacement at water tower and added detailing for site stairs.

AD5.49 AC.1 - ROOF TYPES

Modify R-Value of Roof Type A5.1 to 33.6AD5.50 AC.3 - Re-issue sheet.AD5.51 A6.1 SKA-002 Modification to detail 2/A6.1AD5.52 A6.2 SKA-003 Modification to detail 4/A6.2AD5.53 A6.3 SKA-004 Modification to detail 9/A6.3AD5.54 A6.4 - Re-issue sheetAD5.55 A6.5 - Re-issue sheetAD5.56 A6.6 - Re-issue sheetAD5.57 A6.7 - Re-issue sheetAD5.58 A6.8 SKA-005 Modification to detail 3/A6.8AD5.59 A7.4 - Re-issue sheetAD5.60 A7.5 - A7 – TOILET ACCESSORY SCHEDULE

Modify Item A14 to “NOT USED”. Delete Manufacturer and Model No.

AD5.61 A7.15 SKA-008 Modification to 13/A7.15, add detail calloutAD5.62 A8.1 SKA-007 Modification to sheet A8.1, add door C104A to scheduleAD5.63 A8.5 - Re-issue sheetAD5.64 A8.6 - Re-issue sheetAD5.65 A9.2 SKA-006 Modification to detail 1/A9.2, revise room A203 finishesAD5.66 E1.2 - Receptacle in room B100C labeled TV shall be fed from circuit

19(OSRPB1) instead of circuit 17(RPB1)AD5.67 E1.10 - Room A112 - Provide emergency light type EBU at north wall,

near light switchAD5.68 E1.10-ALT - Room A112 - Provide emergency light type EBU at north wall,

near light switchAD5.69 E1.11 - Rooms B100A, B100C, and B105E - Provide (1) emergency

lighting power control module type EPP, Greengate #CEPC to provide emergency lighting at room. Locate this device in accessible ceiling space of corridor near associated room entry door. Connect emergency lighting power control module and the light fixture located nearest to the room door to normal lighting circuit 1(LPB1) and emergency lighting circuit 7(ELPB1)

AD5.70 E8.6 - Modify Panel Schedule OSRPB1: Add circuit 19 (Receptacle – TV – Room B100C)

AD5.71 FA1.1 SKFA-001 Modification to detail 1/FA1.1

END OF ADDENDUM 5

GWWO Project No. 15024 ©2016 GWWO, Inc.Arnold Elementary School Replacement CUBICLESIssued for Bid - 11/7/2016 ADDENDUM NO. 5 10 2123 - 1

SECTION 10 2123 - CUBICLES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Surface mounted overhead metal curtain track and guides.

B. Curtains.

1.2 REFERENCE STANDARDS

A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials.

1.3 SUBMITTALS

A. Product Data: Provide data for curtain fabric characteristics .

B. Shop Drawings: Indicate a reflected ceiling plan view of curtain track, hangers and suspensionpoints, attachment details, schedule of curtain sizes.

C. Maintenance Data: Include recommended cleaning methods and materials and stain removalmethods.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Accept curtain materials on site and inspect for damage.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Cubicle Track and Curtains:1. A. R. Nelson Co; Product 1200CT: www.arnelson.com.2. C/S General Cubicle: www.c-sgroup.com/cubicle-track-curtains.3. Imperial Fastener Co., Inc; Product IFC-98 with IFC 100: www.imperialfastener.com.4. InPro Corporation: www.inprocorp.com.

2.2 TRACKS AND TRACK COMPONENTS

A. Track: Extruded aluminum sections; one piece per cubicle track run; I-beam profile.1. Structural Performance: Capable of supporting vertical test load of 50 lbs without visible

deflection of track or damage to supports, safely supporting moving loads, and sufficientlyrigid to resist visible deflection and without permanent set.

2. Track End Stop, Tees, Y's, and Switches: To fit track section.3. Track Bends: Minimum 12 inch radius; fabricated without deformation of track section or

impeding movement of carriers.4. Suspension Rods: Tubular Aluminum sections, sized to support design loads and

designed to receive attachment from track and ceiling support.5. Escutcheons to Suspension Rods: Aluminum.6. Finish on Exposed Surfaces: Clear anodized finish.

GWWO Project No. 15024 ©2016 GWWO, Inc.Arnold Elementary School Replacement CUBICLESIssued for Bid - 11/7/2016 ADDENDUM NO. 5 10 2123 - 2

B. Curtain Carriers: Nylon slider to accurately fit track; designed to eliminate bind when curtain ispulled; fitted to curtain to prevent accidental curtain removal; number of carriers per foot of tracklength as recommended by manufacturer for application and use.

C. Wand: Aluminum hollow section, attached to lead carrier, for pull-to-close action.

2.3 CURTAINS

A. All Curtain Materials:1. Flame spread index of 25, maximum; smoke developed index of 450, maximum; when

tested in accordance with ASTM E84.2. Curtain: Close weave polyester; anti-bacterial, self deodorizing, sanitized, and preshrunk.3. Curtain: color selected from manufacturer's standard range.4. Open Mesh Cloth: Open weave to permit air circulation; flameproof material, same color

as curtain.5. Curtain Fabrication:

a. Manufacture curtains of one piece, sized 10 percent wider than track length. Terminate curtain 15 inches from floor.

b. Include open mesh cloth at top 20 inches of curtain for room air circulation.c. Curtain Heading: Triple thickness 2 inches wide, with stitched button holes for

carriers 6 inches on center, double fold bottom hem 2 inches wide with lead weightsincluded. Lock stitch seams in two rows. Turn seam edges and lock stitch.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that surfaces and supports above ceiling are ready to receive work of this Section.

B. Verify that field measurements are as indicated.

3.2 INSTALLATION

A. Install curtain track to be secure, rigid, and true to ceiling line.

B. Install end cap and stop device.

C. Do not support track from acoustical ceiling system.

D. Install curtains on carriers ensuring smooth operation.

END OF SECTION

GWWO Project No. 15024 ©2016 GWWO, Inc.Arnold Elementary School Replacement LIBRARY FURNITUREIssued for Bid - 11/7/2016 ADDENDUM NO. 5 12 3513 - 1

SECTION 12 3513 - LIBRARY FURNITURE

PART 1 - GENERAL

1.1 SUMMARY

A. Extent, location and details of library furniture are indicated on drawings and in schedules.

B. Work in this section includes free-standing and installed furniture items:1. Single-Face wood shelving with finished partitions.2. Double-Face wood shelving with finished partitions.

1.2 SUBMITTALS

A. Product Data: Submit manufacturer’s product literature for each type of library furniture itemand accessories required.1. Submit written data on physical characteristics, load bearing capabilities and durability.

B. Maintenance Instructions: Submit manufacturer's printed instructions for maintenance ofinstalled work, including methods and frequency recommended for maintaining optimumcondition of wood and painted metal surfaces under anticipated use conditions. Includeprecautions against materials and methods which may be detrimental to finishes andperformance.

C. Shop Drawings: Submit installation drawings showing location extent of library furniture. Indicate locations and extent of wiring for manufacturer provided electrical components.

D. Samples for Initial Selection Purposes: Submit manufacturer's standard size samples of libraryfurniture finishes, but not less than 3" x3", including wood and painted surfaces. Providesamples showing full range of colors, textures and patterns available for each type ofcomponent required.

E. LEED Submittals:1. LEED Credit MR 7: Chain-of-custody Certificates certifying that products specified to be

made from certified wood comply with forest certification requirements. Include evidencethat mill is certified for chain of custody by an FSC-accredited certification body. Includestatement indicating costs for each certified wood product.

2. LEED Credit IEQ 4.1 and 4.2: Product Data for field-applied adhesives, sealants, mastics,primers, paints and coatings used within the building waterproofing envelope, includingprinted statement of Product Type and VOC content.

3. LEED Credit IEQ 4.4: Product Data for composite wood, agrifiber products, laminatingadhesives, and wood glues used within the building waterproofing envelope, indicating thatthey do not contain added urea-formaldehyde resins.

1.3 QUALITY ASSURANCE

A. Manufacturer's Qualifications: Firm (material producer) with not less than 5 years of productionexperience, whose published literature clearly indicates general compliance of products withrequirements of this section.

B. Installer's Qualifications: Firm specializing in furniture installation with not less than 5 years ofexperience in installation similar to those required for this project.

C. Single Source Responsibility: Provide material produced by a single manufacturer for allfree-standing library furniture.


D. Quality Standard: Unless otherwise indicated, comply with AWI’s “Architectural WoodworkQuality Standards” for Modular Cabinets.

E. Library furniture shall be listed under UL standard QAWZ for office furnishings and have earneda UL Listed label.1. Included in this listing are tables, access furniture, as well as the power-entry and

power-distribution assemblies that are required to electrify them.2. UL Listed furniture is furniture which has been tested by Underwriters Laboratories and

found to be in compliance with applicable UL Standards for Safety. UL has examined thematerials and construction methods and has conducted flammability and stability tests toreach this determination.

1.4 DELIVERY, STORAGE AND HANDLING

A. Deliver materials to project site in original factory wrappings and containers, clearly labeled withidentification of manufacturer, brand names, and lot number.1. Store materials in original undamaged packages and containers, inside well-ventilated

area protected from weather, moisture, soiling, extreme temperatures, humidity; laid flat,blocked off ground to prevent sagging and warping.

2. Comply with instructions and recommendations of manufacturer for special delivery,storage, and handling requirements.

1.5 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install manufactured wood casework until spacesare enclosed and weathertight, wet work in spaces is complete and dry, work above ceilings iscomplete, and temporary HVAC system is operating and maintaining ambient temperature andhumidity conditions at occupancy levels during the remainder of the construction period.

B. Field Measurements: Verify actual dimensions of construction contiguous with manufacturedwood casework by field measurements before fabrication.

1.6 COORDINATION

A. Coordinate layout and installation of framing and reinforcements in walls and partitions forsupport of manufactured wood casework.

1.7 WARRANTY

A. Special Project Warranty: Submit a written warranty, executed by the Contractor, Installer andthe Manufacturer, agreeing to repair or replace units which fail in materials or workmanshipwithin the specified warranty period.1. This warranty shall be in addition to and not a limitation of other rights the Owner may have

against the Contractor under the Contract Documents.2. Warranty period is 5 years after the date of substantial completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis-of-Design Product: The design for library furniture is based on products manufactured byThe Worden Company. Subject to compliance with requirements, provide the named productor a comparable product by one of the following manufacturers. Contractor bears fullresponsibility for ensuring compatibility of substitute product with specified product in regards to


its location and performance in the project, including, but not limited to, performance,dimensions, and features.1. Brodart.2. Tesco Industries.3. Worden.

2.2 MATERIALS, GENERAL

A. LEED Credit MR 7, Forest Certification: Provide materials produced from wood obtained fromforests certified by an FSC-accredited certification body to comply with FSC STD-01-001, "FSCPrinciples and Criteria for Forest Stewardship.

B. LEED Credit IEQ 4.1, Low-Emitting Materials: For field applications that are inside theweatherproofing system, adhesives and sealants shall comply with VOC content limits ofauthorities having jurisdiction and the following:1. Adhesives, Sealants, and Sealant Primers: Comply with South Coast Air Quality

Management District (SCAQMD) Rule #1168.2. Aerosol Adhesives: Comply with Green Seal Standard for Commercial Adhesives GS-36.

OR3. Comply with the testing and product requirements of the California Department of Health

Services Standard Practice for the Testing of Volatile Organic Emissions from VariousSources Using Small-Scale Environmental Chambers.

C. LEED Credit IEQ 4.4, Low-Emitting Materials: Composite wood, agrifiber products, andadhesives shall contain no added urea-formaldehyde resins.

D. Low-Emitting Materials: Provide manufactured wood casework, made with adhesives andcomposite wood products containing no urea formaldehyde.

E. Exposed Hardwood: AWI Grade II. Color to be consistent with surrounding materials.1. Maximum Moisture Content for Lumber: 7 percent for hardwood and 12 percent for

softwood.

F. Hardwood Plywood: HPVA HP-1, either veneer core or particleboard core unless otherwiseindicated.

G. Finish Wood Veneer: “A” Grade unless noted otherwise. Color to match school caseworklaminate, as selected by architect from manufacturer’s range of finishes.

H. Brackets: 12 gauge steel “L” brackets with legs of 2 1/4 inches and 1 inch by 2 inches wide.

2.3 CABINET MATERIALS

A. End Panels: 1 inch (25.4 mm) thick, 9-ply hardwood veneer core construction.1. Exposed surfaces: "A" Grade maple face veneer.2. Semi-exposed and concealed surfaces: "B" Grade maple face veneer.3. Exposed edges: Banded with minimum 1/8 inch thick maple and radiused 1/16 inch.4. Adjustment holes for placement of locking shelf pin: 8-mm holes 32-mm apart located on

inside face.

B. Intermediate Panels: 1 inch (25.4 mm) thick, 9-ply hardwood veneer core construction.1. Exposed surfaces: "A" Grade maple face veneer.2. Semi-exposed and concealed surfaces: "B" Grade maple face veneer.3. Exposed edges: Banded with minimum 1/8 inch thick maple and radiused 1/16 inch.4. Adjustment holes for placement of locking shelf pin: 8-mm holes 32-mm apart drilled

through entire thickness of panel.


C. Cornice shall consist of a horizontal panel top and valance on each functional side.1. Valance shall be recessed 1/8 from finish edge of panel and screwed to panel by means of

three #10 x 2 1/2 inch FHW screws. The panel shall be recessed 1/8" from the edge ofthe upright and secured by means of two (three for double faced shelving) brackets ateach end secured to the cornice panel with two 8-mm x 5/16" long steel shear pins formedin the bracket and two #12 x 5/8 PHSM screws. Each bracket is secured to the enduprights by means of two (2) M6 screws and to the intermediate uprights by means of1/4-20 x 2 hex head bolts, flat washers, and 1/4-20 nuts.

2. Units:a. Horizontal panel: 3/4 inch thick 3-ply hardwood veneer core construction with "B"

Grade maple veneer on both sides.b. Valance: 2 inches high x 3/4 inches thick solid maple.c. Exposed edges: Banded with minimum 1/8 inch thick maple and radiused 1/16 inch.

D. Base: 3/4 inch x 4 inch hardwood veneer core construction. Two panels on single-face units,three panels on double-face units recessed 5/8 inch from the front and secured to the uprightpanels by means of “L” bracket at each end.1. Two panels on single-face units, three panels on double-face units recessed 5/8 inch from

the front and secured to the upright panels by means of "L" bracket at each end.2. Each toekick is secured by means of one bracket at each end to the uprights using the

same method as the Cornice with the exception that the toekick is locked in place to theupright with two(2) #12 x 5/8 PHSM screws.

3. 2 inch x 3/4 inch rail shall be tenoned full lenght to the inside of the base front.4. Exposed surfaces: "A" Grade maple face veneer.5. Semi-exposed and concealed surfaces: "B" Grade maple face veneer.6. Exposed edges: Banded with minimum 1/8 inch thick maple and radiused 1/16 inch.7. Internal or back toekicks shall be of particleboard construction.8. Toekick to conceal casters.

E. Adjustable and Base Shelves: 3/4 inch thick solid glued up maple with no strips over 3 incheswide.1. Nosing shall be 2 inch wide maple strip strip with 1/16 inch radiused edge.2. Adjustable shelves shall be notched at the ends to fit over shelf pins and to prevent

accidental removal. Shelf pins shall be metal with a flange to prevent accidental removal. Provide four pins per adjustable shelf.

F. Back Panels: 1/4 inch thick 3-ply hardwood veneer construction.1. Exposed surfaces: "A" Grade maple face veneer.2. Semi-exposed and concealed surfaces: "B" Grade maple face veneer.

G. Casters: 3 inch heavy duty steel with rubber tires and brakes at all corners. Provide center pairof casters on all units. Provide weld pans at underside of units for caster reinforcement.1. Provide casters on units as indicated on Drawings.2. Conceal caster with toekick.

2.4 FINISHES

A. Wood Finishes: Provide library furniture with wood finish as specified below:1. Wood finish as selected by Architect from manufacturer’s standard.2. Prior to the finishing operation all furniture shall be hand sanded, cleaned and inspected

for imperfections.a. The furniture shall be treated with a pre-stain conditioner to promote surface

penetration of special-formulated stains designed for maximum penetration andadhesion.


b. Selected stain shall be applied on all visible surfaces in a uniform manner and allowedto dry.

c. Catalyzed conversion sealer shall then be applied, allowed to dry and sanded.d. Furniture is inspected for imperfection prior to the application of top coat.e. A top coat of catalyzed conversion varnish shall then be applied.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas, with Installer present, for compliance with requirements for installationtolerances, location of framing and reinforcements, and other conditions affecting performanceof manufactured wood casework.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 CASEWORK INSTALLATION

A. Install level, plumb, and true; shim as required, using concealed shims. Where manufacturedwood casework abuts other finished work, apply filler strips and scribe for accurate fit, withfasteners concealed where practical.

B. Do not fasten or attach multiple mobile shelving units together.

3.3 CLEANING AND PROTECTING

A. Repair or remove and replace defective work as directed on completion of installation.

B. Clean finished surfaces, touch up as required, and remove or refinish damaged or soiled areasto match original factory finish, as approved by Architect.

C. Protection: Provide 6-mil (0.15-mm) plastic or other suitable water-resistant covering overcountertop surfaces. Tape to underside of countertop at a minimum of 48 inches (1220 mm)o.c. Remove protection at Substantial Completion.

END OF SECTION

SKC-00115024ARNOLD ELEMENTARY SCHOOL REPLACEMENT

REV # DATE

PAVING PLAN

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

C 2013 GWWO INC.

BALTIMORE, MARYLAND 21211, 410-332-1009

800 WYMAN PARK DRIVE, SUITE 300

GWWO INC.

ADDENDUM NO.

55 1/04/17

1" = 40'

WO

ODS

TOWER

EX. WATER

CURB & GUTTER

COMBINATION

C3.1

3

C3.3

5 WITHIN 5' (TYP.)

NOSE DOWN CURB

PAVING DETAIL

HARD SURFACE

20'

FINISHED GRADE

PLAY AREAS 9" BELOW

BRING SOFT SURFACE

CONTRACTOR SHALL

C3.1

8

(ALT. #4)

(TYP.)

MOW TABLE

C3.1

8MOW TABLE

FOR DETAILS

STRUCTURAL PLANS

SEE ARCHITECTURAL AND

PROPOSED RETAINING WALL

I-52 AND I-53

A.A. CO. STD. DETAILS

PROPOSED STAIRS SEE

PAVED PLAY AREA

PROPOSED

K-PLAY

SOFT

PROP.

1-5

GRADES

PLAY

SOFT

PROP. XX

XX

XX

AACO.

PROPERTY

128.88'

XX

XX

XX

C3.2

3 8' HIGH FENCE

C3.2

7

SWING GATE

8' HIGH DOUBLE

5

5

12" 3" 3"

075100-E

075100-C 075100-A

3" MIN. TAPEREDINSULATION ATDRAINS

ROOF TYPE VARIES.SEE FLOOR PLANSFOR MORE INFORMATION

220000-B

SUMP SLOPE MIN5/8" PER 1'-0"

075100-A 6" MIN. 3" MIN. 3" MIN.

ROOF TYPE VARIES.SEE FLOOR PLANS FORMORE INFORMATION

075100-A

075100-GMIN. 6" UNDER

075100-F

ROOF PENETRATION

075100-G

ROLLED INTOROOF PENETRATION

8"

MIN

.

075100-K

076200-E

075100-A(EXTEND UP AND

UNDER COUNTERFLASHING)

076200-F

061000-E(3/4")

077200-B

VA

RIE

S

061000-E

054000-A(6", VERTICALS24" O.C.)

072100-B

051200-B

051200-A

ALIG

N

1/4" / 12"

042000-N

055000-H

055000-G

055000-K

NOTE: CURB DETAIL SIM. ALL FOUR SIDES

ROOF TYPE VARIES

PROVIDE ADJUSTABLELADDER EXTENSION

061000-E

(3/4")

T.O. JOIST (ROOF)160.83'

A4

092216-F092216-F

092116-B092116-B

076200-E

075100-K

075100-A075100-A

2X6 MIN

077200-E

230000-A

051200-A

18"

MIN


A10

T.O. WALL (ROOF)165.33'

4" 4"

FOR TYP NOTESSEE DETAIL 4/A6.5

4" 7 5/8" 7 5/8"

055000-R

ROOF TYPE A5.1


4" 4"

075100-K

ROOF TYPE A5.1

VARIES

055000-RMOUNTING BRACKETBY LADDER MFR

8"

MIN

1'-0"

MA

X

8"

MIN

1'-0"

MA

X

42"

PROVIDE PLATFORM AT ALLPARAPET LADDERS, TYP

2' -

0"

MA

X

5

12" 3" 3"

075100-E

075100-C 075100-A

ROOF TYPE VARIES.SEE FLOOR PLANSFOR MORE INFORMATION

220000-B

SUMP SLOPE MIN5/8" PER 1'-0"

075100-A


CD



4" METAL PIPE

FLEXIBLE FLASHINGMATERIAL

STRAINER BY ZURN ORAPPROVED EQUAL

076200-G

ROOF TYPE A5.1

220000-D

220000-C

075100-A

2' -

0"

MA

X

5

12 6 0 12

SCALE OF INCHES1 1/2" = 1'-0"

Seal:

GWWO INC.



C 2016 GWWO INC.

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THATI AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF A MARYLAND,

LICENSE NUMBER 10910, EXPIRATION DATE 11/4/2018

Revisions:

Job No.

Scale

Date

Drawing Title

Sheet

Drawn

Checked

Approved

Drawing Number

Of

KEYNOTES LISTED ON THIS SHEET ARE FOR CONVENIENCE

ONLY. REFER TO SHEET CS.2 FOR COMPLETE LIST

Seal:

KEY PLAN:

MBA/CBE

PLH

As indicated

1/5

/2017 9

:50:3

5 A

MC

:\U

sers

\MB

A\D

ocum

ents

\15024-B

D_2016-1

_m

am

es@

gw

woin

c.c

om

.rvt

ARNOLD ELEMENTARYSCHOOL

REPLACEMENT

ANNE ARUNDEL COUNTY PUBLIC SCHOOLS

15024

NOVEMBER 7, 2016

MBA

TYPICAL DETAILS AC.3

ISSUED FOR 100%CONSTRUCTION DOCUMENTS

3" = 1'-0"AC.3

ROOF DRAIN TYP1

042000-N ANCHOR BOLTS

051200-A STRUCTURAL STEEL (REFER TO STRUCTURAL FORMORE INFORMATION)

051200-B ANCHORS (REFER TO STRUCTURAL FOR MOREINFORMATION)

054000-A COLD-FORMED STEEL FRAMING, SIZE ASINDICATED

055000-G STEEL LADDER

055000-H STEEL LADDER BRACKET, SIZE AS INDICATED

055000-K STEEL LADDER RUNG, SPACED AT 12" OC, SIZE ASINDICATED

055000-R PREFABRICATED PARAPET LADDER; COORD. WITHWALL THICKNESS

061000-E EXTERIOR PLYWOOD SHEATHING,FIRE-RETARDANT TREATED; THICKNESS ASINDICATED

072100-B BATT INSULATION, 5 1/2" UNO (OR MAX THICKNESSFOR LOCATION)

075100-A BUILT-UP BITMINOUS ROOFING

075100-C COVER BOARD

075100-E LEAD FLASHING ROOF DRAIN FLASHING

075100-F FLASHING CEMENT

075100-G ROOF PENETRATION SLEEVE

075100-K CANT STRIP

076200-E 2-PIECE METAL COUNTER FLASHING

076200-F CONTINUOUS LOCKING METAL CLEAT

076200-G THROUGH WALL METAL SCUPPER OVERFLOW,WELDED WATER TIGHT

077200-B ROOF HATCH

077200-E METAL CLAD INSULATION CURB WITH WOODNAILER

092116-B GYPSUM BOARD, TYPE 'X', 5/8" THICKNESS UNO

092216-F NON-STRUCTURAL METAL STUD TRACK

220000-B ROOF DRAIN, SEE DETAIL 1/AC.3, REFER TOPLUMBING DOCUMENTS

220000-C OVERFLOW ROOF DRAIN, REFER TO PLUMBINGDOCUMENTS

220000-D THROUGH WALL DOWNSPOUT NOZZLE, REFER TOPLUMBING DOCUMENTS

230000-A MECHANICAL (REFER TO MECHANICAL FOR MOREINFORMATION)

3" = 1'-0"AC.3

PLUMBING VENT ROOF PENETRATION DETAIL TYP.3

1 1/2" = 1'-0"AC.3

ROOF ACCESS HATCH TYP6

6 3 0 6

SCALE OF INCHES3" = 1'-0"

1 1/2" = 1'-0"AC.3

TYP MECH UNIT CURB4

1 1/2" = 1'-0"AC.3

TYP PARAPET LADDER DETAIL5

3" = 1'-0"AC.3

OVERFLOW DRAIN TYP2

1 1/2" = 1'-0"AC.3

OVERFLOW SCUPPER DETAIL7

No. Date Description

5 1/4/2017 Addendum 5

AA

072736-D

072736-B

BOTH SIDES, TYP079005-A

061000-C

1.03

3 1

/2"

8 1

/8"

085113-A

085113-B

SILL BELOW

BEFORE/

AFTER

CARE

A106

B/A

VESTIBULE

A107

B.01

ALTERNATE #5

085113-E 5

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

GWWO INC.



C 2013 GWWO INC.

ADDENDUM NO.

1 1/2" = 1'-0"

SKA-00215024ARNOLD ELEMENTARY SCHOOL REPLACEMENT

MODIFICATION TO 2/A6.1 4

REV # DATE

5 1/4/2017

1 1/2" = 1'-0"

PLAN DETAIL2

A6.1

061000-C SHIM

072736-B TRANSITION MEMBRANE

072736-D L SHAPED SPRAY STOP

079005-A JOINT SEALANT AND BACKER ROD

085113-A WINDOW FRAME

085113-B RECEPTOR FRAME

085113-E ALUMINUM TRIM, FINISH TO MATCH ALUMINUM

WINDOW

KEYNOTES

5

BB

B.01

1.02

1.02

1.03

2' -

0"

7 1

/8"

4 1

/2"

3 5

/8"

5' - 8 3/4"

8' - 0"

084313-A

061000-C


072736-D

072736-D

061000-C


084313-A

7 1

/8"

4 1

/2"

3 5

/8"

SILL BELOW

SILL BELOW

072736-B

220000-D

072736-B

REC./CLER.WORK SPACE

B100

ASST.PRINCIPAL

B100A

220000-A220000-A

211313-A

084313-L

5

084313-L

5

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

GWWO INC.



C 2013 GWWO INC.

ADDENDUM NO.

1 1/2" = 1'-0"



REV # DATE

5 1/4/2017

1 1/2" = 1'-0"

PLAN DETAIL4

A6.2

061000-C SHIM




084313-A ALUMINUM FRAMED STOREFRONT

084313-L ALUMINUM TRIM, FINISH TO MATCH STOREFRONT

211313-A STANDPIPE HOSE CONNECTION, REFER TO FIRESUPPRESSION DOCUMENTS

220000-A PLUMBING (REFER TO PLUMBING FOR MOREINFORMATION)

220000-D THROUGH WALL DOWNSPOUT NOZZLE, REFER TOPLUMBING DOCUMENTS

KEYNOTES

5

BB

B.01

1.02

1.02

1.02

1' -

6 3

/4"

7 1

/8"

4 1

/2"

3 5

/8"

8' - 0"

084313-A

061000-C


072736-D

072736-D

061000-C


084313-A

1' -

6 3

/4"

7 1

/8"

4 1

/2"

3 5

/8"

SILL BELOW

SILL BELOW072736-B

072736-B

LIBRARYREADING

ROOM

B201

220000-A220000-A

084313-L

084313-L5

5

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

GWWO INC.



C 2013 GWWO INC.

ADDENDUM NO.

1 1/2" = 1'-0"



REV # DATE

5 1/4/2017

1 1/2" = 1'-0"

PLAN DETAIL9

A6.3

061000-C SHIM







KEYNOTES

5

B5

1.13

1.03

75.000°


042000-E

042000-E

SILL BELOW

1.13

081113-C

LIBRARYREADING

ROOM

B201

CORRIDOR

B021

LIBRARYMEDIA MAKER

SPACE

B202

084313-A

CC

B5

6", PTD

@ VISION GLAZING

@ SPANDREL GLAZING6"

230000-A

4 1

/2"

4 1

/4"

2' - 4

1/2

"

SILL BELOW

042000-E

042000-A

084313-A

061000-C


072736-D

072736-B

5 3/4"

TELECOM.CLO.

B209

CORRIDOR

B021

084313-L

5

B4

BE

1.03

1.13

105100-A

FILLER PANEL

ALIG

N

CORRIDOR

B021

ELECTRICALCLOSET

B207

DOOR


081113-BCORRIDOR

D021

1.01

1.03

B2

BE

B.11

B.01

1.13CORRIDOR

B021

TELECOM.CLO.

B203

B1

BE

B.11

077100-C

084413-A


061000-C

084413-A

072736-D072736-B

4 1/8" 3 1/2" 4"

4"

7 1

/2"

SILL BELOW

CORRIDOR

B021

PARAPET BELOW

B1


1.03

1.13

1.13

1.03

042000-E8", PTD

@ VISION GLAZING


DO

OR

75.000°

042000-A

081113-C

COMPUTERLAB

B200

CORRIDOR

B021

ELEV

E2.1

COMPUTERLAB TECH

WORKROOM

B200A

CC

C1

230000-A

084313-A

061000-C


042000-E

1.13

B.01

8", PTD

@ VISION GLAZING


4 1

/2"

4 1

/4"

2' - 4

1/2

"

042000-A

SILL BELOW

7 5/8"

7 5/8"

CORRIDOR

B021

CLASSROOM

C201

084313-L

5

B2

042000-E

B.01

085113-A

061000-C


072736-D

072736-B

072736-A

072736-D

085113-B

085113-A

061000-C


085113-B

102226.33-A

SILL BELOW

SILL BELOW

3 5/8" 3 1/2" 8 1/8"

3 5/8" 3 1/2" 8 1/8"

GENERALRESOURCE

D204

GENERALRESOURCE

D205

085113-E

085113-E

5

5

A1

AD

STAIR 4

A2.4

B.01

B.01

B.01

072736-B

072100-C

042000-L

075100-A075100-A

042000-A 4"

042000-A

2' - 4 3/8"

7 5

/8"

7 5

/8"

PROVIDE COPINGAND BLOCKING IN

WIDTH AS REQUIRED.

SIM TO 5/A6.5

B1

BE

B.01

CORRIDOR

B021

B.11

079005-A

075100-A075100-A

072100-C

072736-B

042000-A 8"

5 3/8"

072736-B

072736-D


092116-A

054000-A

084413-A

2 1/2"

042000-A

079005-A

8"

4"

1' - 3 1/4"

7 5/8"

BA

B1

SILL BELOW 051213-A

084413-A

084413-J

7" 5" 4" 7 1/2"

5"

4"

7 1

/2"

BL

B3

A.01

A.04

1.03

230000-A

055213-B

079005-A

220000-A

220000-A

12 6 0 12


Seal:

GWWO INC.



C 2016 GWWO INC.



Revisions:

Job No.

Scale

Date

Drawing Title

Sheet

Drawn

Checked

Approved

Drawing Number

Of



Seal:

KEY PLAN:

MBA/CBE

PLH

1 1/2" = 1'-0"

1/5

/2017 9

:49:5

6 A

MC

:\U

sers

\MB

A\D

ocum

ents

\15024-B

D_2016-1

_m

am

es@

gw

woin

c.c

om

.rvt


REPLACEMENT


15024

NOVEMBER 7, 2016

CKH

PLAN DETAILS A6.4


1 1/2" = 1'-0"A6.4

FROM 1 / A1.6

PLAN DETAIL3

1 1/2" = 1'-0"A6.4

FROM 1 / A1.6

PLAN DETAIL4

1 1/2" = 1'-0"A6.4

FROM 1 / A1.6

PLAN DETAIL5

1 1/2" = 1'-0"A6.4

FROM 1 / A1.5

PLAN DETAIL6

1 1/2" = 1'-0"A6.4

FROM 1 / A1.6

PLAN DETAIL7

1 1/2" = 1'-0"A6.4

FROM 1 / A1.6

PLAN DETAIL9

1 1/2" = 1'-0"A6.4

FROM 1 / A1.7

PLAN DETAIL10

1 1/2" = 1'-0"A6.4

FROM 1 / A1.8

PLAN DETAIL12

1 1/2" = 1'-0"A6.4

FROM 1 / A1.5

PLAN DETAIL1

042000-A CONCRETE MASONRY UNIT, SIZE AS INDICATED

042000-E SOLID CONCRETE MASONRY UNIT, BULLNOSEEDGE

042000-L CEMENTITIOUS GROUT

051213-A ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(REFER TO STRUCTURAL FOR MOREINFORMATION)


055213-B METAL PIPE RAIL, 1 1/4" NOMINAL

061000-C SHIM

072100-C RIGID INSULATION BOARD, 2" THICK UNO

072736-A SPRAY FOAM INSULATION




077100-C BRAKE METAL FASCIA


081113-B HOLLOW METAL DOOR FRAME

081113-C HOLLOW METAL WINDOW FRAME



084413-A GLAZED ALUMINUM CURTAIN WALL

084413-J CURTAIN WALL CORNER MULLION (BY CURTAINWALL MANUFACTURER)



085113-E ALUMINUM TRIM, FINISH TO MATCH ALUMINUMWINDOW

092116-A ABUSE RESISTANT GYPSUM BOARD, 5/8"THICKNESS UNO

102226.33-A FOLDING PANEL PARTITION

105100-A METAL STUDENT LOCKER


230000-A MECHANICAL (REFER TO MECHANICAL FOR MOREINFORMATION)

1 1/2" = 1'-0"A6.4

FROM 1 / A1.6

PLAN DETAIL8

1 1/2" = 1'-0"A6.4

FROM 1 / A1.2

SECTION DETAIL2

1 1/2" = 1'-0"A6.4

FROM 1 / A1.4

PLAN DETAIL11


5 1/4/2017 Addendum 5

5

5


AA


7 5/8"7 5/8"

B.01

061000-E

061000-C

051200-B

042000-N

061000-B

1/2"

1/2", COUNTER SUNK, @ 24" O.C.


042000-N

042000-G

055000-AL3x3x3/8, 8"L @ 2' O.C.

TURNED DOWN BOTHSIDES

079005-A

042000-J2

EXTEND UNDER ROOFING,TYP

075100-K

ROOF TYPE A5.1

077100-D

076200-F

072736-B

075100-A

076200-F

071300-A

051200-A

4" 4"

061000-B

042000-G

042000-Q

6" FACE

8"

075100-A

071200-C

071200-B

2' -

0"

MA

X

5

PROVIDE TRANSITION AT CONTINUOUSELEVATION - DO NOT STEP

SECOND LEVEL146.67'

AA

B.01052100-A

BASE AS SCHEDULED

042000-G 8"

051200-A

ARTCLASSROOM

A205

GROUND LEVEL132.00'

AA

B.01

042000-J1

042000-M

033000-F

072100-C

042000-A

8"

MIN

5"

MIN

GRADEVARIES

EXTEND UP ANDUNDER FLASHING

8"

SLOPE

RE

FE

R T

O S

TR

UC

T F

OR

MIN

FO

OT

ING

DE

PT

H

076200-D

8"

MIN

TY

P

042000-L

033000-E

BASE AS SCHEDULED

GENERALMUSIC

A102

320000-C033000-F

BASE BID

ALTERNATE #4

071113-A

042000-A4"


A2


7 5/8"7 5/8"

075100-K

ROOF TYPE A5.1

051200-A

075100-K

075100-A075100-A

B.01

4" 4"

4" 4"

ROOF TYPE A5.1

076200-D

072100-C

072736-B

042000-M

042000-J1

076200-E

076200-F

051200-A

052100-A

042000-A4"

042000-L

8"

MIN

8"

MIN

051200-A


2' -

0"

MA

X

AE

T.O. JOIST (GYM)164.83'

T.O. WALL (MEDIA/GYM)169.33'

B.02

ROOF TYPE A5.1

075100-K

051200-A

7 5/8"11 5/8"

4" 4"

042000-G


052100-A

12"

CAFETORIUM

A101

5

2' -

0"

MA

X

SECOND LEVEL146.67'

AE

051200-A042000-G12"

4" 4"

B.02

ROOF TYPE A5.1


CAFETORIUM

A101


A1

ROOF TYPE A5.1

075100-K

051200-A

4" 4"

042000-G 8"

1' - 1 1/8" 7 5/8" 7 5/8"

162.33'

077100-D6" FACE

071300-A

072736-B


076200-F

EXTEND UNDER ROOFING,TYP

061000-E

061000-C

061000-B

079005-A

042000-Q

042000-J2

1/2"

075100-A075100-AEXTEND UNDER COPING

051200-B

042000-N

061000-B

076200-F



042000-G 8"

042000-N

055000-AL3x3x3x3/8, 8"L @ 2' O.C.

5

8"

MIN

T.O. JOIST (MEDIA)166.83'

BB


T.O. WALL (MEDIA/GYM)169.33'

7 5/8"7 5/8"

051200-A

4" 4"

B.01

052100-A

042000-G

ROOF TYPE A5.1

075100-K


8"

5

GROUND LEVEL132.00'

BB

3 5/8" 4 1/2" 7 1/8"

033000-E

071113-A

084313-J

072100-C

051200-A

092216-C

061000-C

042000-D

092116-A

054000-A

033000-F

7/8"

042000-A 8"

6"

4"

EXTEND TO SILL

6"

FLOOR TYPE1.01

BRICK JAMB BEYOND

061000-F

064100-F

1 1

/2"

2' -

1 1

/4"

8"

8"

MIN

RE

FE

R T

O S

TR

UC

T F

OR

MIN

FO

OT

ING

DE

PT

H

1 1/2"

4" 092216-E

REC./CLER.WORK SPACE

B100A6.5

13

320000-C033000-F

SLOPE

054000-A 6"

BASE ASSCHEDULED

079005-A

BASE BID

ALTERNATE #4

072100-J

GROUND LEVEL132.00'

BA

084413-A076200-D

072100-C

084413-H

061000-C


033000-F

042000-A 8"

071113-A

EXTEND TO SILL

8"

MIN

042000-E 8"

033000-E

079005-A

FLOOR TYPE1.01

7 1/2" 4"

4"

051200-A

RE

FE

R T

O S

TR

UC

T F

OR

MIN

FO

OT

ING

DE

PT

H

4" 092216-E

MAINVESTIBULE

B010

033000-A

033000-F

BASE AS SCHEDULED

072100-J

051200-A

079005-A

076200-D


061000-C

084313-A

071113-A

072100-C

084313-J

BRICK JAMB BEYOND

132.67'

054000-A 6"

4"

092216-E4"

072100-J

084313-L

5

BA

084413-A

072100-C

ONLY WHEREINDICATED ONFRAME ELEVATIONS.SEE SHEETSA8.3-A8.5

122400-F

092216-K

CLG-49' - 4" AFF

7 1/2"

079005-A


BA

051200-A

4"

075100-A

084413-A

076200-F

061000-B077100-D

071300-A

061000-E

061000-C

072736-B


1/2"

EXTEND UNDERROOFING, TYP

061000-B

076200-F


061000-C

072100-C

6" FACE

051200-A

051200-A051200-A051200-A

096429-F

061000-E 1/2"

075100-A

ROOF TYPE A5.1162.33'

051200-A

4"

C.01

12 6 0 12


Seal:

GWWO INC.



C 2016 GWWO INC.



Revisions:

Job No.

Scale

Date

Drawing Title

Sheet

Drawn

Checked

Approved

Drawing Number

Of



Seal:

KEY PLAN:

MBA/CBE

PLH

As indicated

1/5

/2017 9

:50:0

4 A

MC

:\U

sers

\MB

A\D

ocum

ents

\15024-B

D_2016-1

_m

am

es@

gw

woin

c.c

om

.rvt


REPLACEMENT


15024

NOVEMBER 7, 2016

CKH

SECTION DETAILS A6.5


033000-A CONCRETE SLAB ON GRADE (REFER TOSTRUCTURAL FOR MORE INFORMATION)

033000-E CONCRETE FOOTING (REFER TO STRUCTURAL FORMORE INFORMATION)

033000-F EXPANSION JOINT MATERIAL, 1/2" UNO


042000-D SOLID CONCRETE MASONRY UNIT


042000-G BOND BEAM (REFER TO STRUCTURAL FOR MOREINFORMATION)

042000-J1 FULL HEAD WEEP

042000-J2 FULL HEAD JOINT VENT


042000-M OPEN MESH CAVITY DRAINAGE DEVICE, 2" THICKUNO


042000-Q COMPRESSIBLE FILLER



052100-A STEEL JOIST (REFER TO STRUCTURAL FOR MOREINFORMATION)


055000-A STEEL ANGLE, SIZE AS INDICATED

061000-B BLOCKING

061000-C SHIM


061000-F PLYWOOD SHEATHING; FIRE-RETARDANT TREATED;3/4" THICK UNO

064100-F SOLID SURFACE COUNTERTOP

071113-A BITUMINOUS DAMPPROOFING

071200-B EPDM FLASHING

071200-C TERMINATION BAR WITH CONT BEAD OF SEALANT

071300-A SELF-ADHERING MEMBRANE WATERPROOFING


072100-J 1/2" PROTECTION BOARD



075100-K CANT STRIP

076200-D METAL FLASHING



077100-D STANDING SEAM METAL COPING



084313-J 0.125 THICK ALUMINUM BRAKE METAL, FINISH TOMATCH STOREFRONT



084413-H 0.125 THICK ALUMINUM BRAKE METAL, FINISH TOMATCH CURTAIN WALL


092216-C HAT SHAPED METAL FURRING CHANNEL, SIZE ASINDICATED

092216-E Z-FURRING; SIZE AS INDICATED

092216-K NON-STRUCTURAL METAL STUD BOX HEADER

096429-F VAPOR RETARDER

098400-B SOUND ABSORBING WALL PANELS; SIZE ASINDICATED

122400-F MANUAL DOUBLE ROLLER SHADE - PROVIDE LIGHTGAUGE FRAMING SUPPORT AS REQUIRED

320000-C MOW TABLE (REFER TO CIVIL FOR MOREINFORMATION)

1 1/2" = 1'-0"A6.5

FROM 1 / A1.9

SECTION DETAIL1

1 1/2" = 1'-0"A6.5

FROM 1 / A4.3

SECTION DETAIL2

1 1/2" = 1'-0"A6.5

FROM 1 / A4.3

SECTION DETAIL3

1 1/2" = 1'-0"A6.5

FROM 1 / A1.9

SECTION DETAIL4

1 1/2" = 1'-0"A6.5

FROM 1 / A1.9

SECTION DETAIL5

1 1/2" = 1'-0"A6.5

FROM 1 / A1.9

SECTION DETAIL6

1 1/2" = 1'-0"A6.5

FROM 1 / A1.9

SECTION DETAIL7

1 1/2" = 1'-0"A6.5

FROM 1 / A1.9

SECTION DETAIL11

1 1/2" = 1'-0"A6.5

FROM 8 / A4.3

SECTION DETAIL12

1 1/2" = 1'-0"A6.5

FROM 10 / A4.3

SECTION DETAIL10

3" = 1'-0"A6.5

FROM 12 / A6.5

SECTION DETAIL13

1 1/2" = 1'-0"A6.5

FROM 10 / A4.3

SECTION DETAIL9

1 1/2" = 1'-0"A6.5

FROM 1 / A1.9

SECTION DETAIL8


5 1/4/2017 Addendum 5

5

5

BA

092116-A

054000-A

084413-A

2 1/2"

092116-A

7 1/2" 4"

MAINVESTIBULE

B010

CLG-410' - 8" AFF

079005-A

079005-A

SECOND LEVEL146.67'

9" TAHOMA 101400-A

ROOF TYPE A5.6

SLOPE

MIN 1/4" / FT

10'-11" TO COLUMN LINE BA

CLG-512' - 8 1/8" AFF

095423-B

2"

2' -

8"

061000-B

079005-A

074264-A

072736-B

092116-G

054000-A6"

079005-A

077100-B

076200-F

076200-N

071300-A

061000-B

075100-A

6" FACE

146.96'

4"

054000-A 6", 12" O.C.

051200-A051200-A

6'-4" TO B16'-0" TO A10

EQ

EQ

SECOND LEVEL146.67'

BA

7 1/2" 4"

4" 4"

COMPUTERLAB

B200


ROOF TYPE A5.6

CLG-512' - 8 1/8" AFF

SLOPE

084413-A

072100-C

051200-A

072736-B

061000-E

092116-G

095423-B

FLOOR TYPE3.01

054000-A

092116-A

2 1/2"

054000-A

092116-A

2 1/2"

072100-B

054000-A 6"

1' -

11 3

/8"

11 3

/4"

055000-A1-1/2"x1-1/2"x0.31"

054000-A6", 12" O.C.

051200-A051200-A

054000-B

061000-C

051200-A051200-A

PERIMETER FIRECONTAINMENTSYSTEM - UL NO.CW-S-1022

078400-A

078400-B

061000-C

1/2"

147.65'

079005-A

BASE AS SCHEDULED

8"

MIN

1/2"

SECOND LEVEL146.67'

A.03

084313-A


061000-C

076200-D

079005-A

084313-J

072100-C

071300-A

042000-E 8"

4" 4 1/2"

4"

051200-A

8"

MIN

8"

MIN

CORRIDOR

B021

SLOPE

033000-A

033000-F

092216-E 4"

9 1/2" 7 5/8"

072100-J

3 45/128"3 5/8"

084313-L5

SECOND LEVEL146.67'

CC

FLOOR TYPE1.01

054000-A

092116-A

3 5/8"BASE AS SCHEDULED

A.04

CORRIDOR

C021

CLASSROOM

C211

051200-A

033000-F

1.03

2"

051200-A

BASE AS SCHEDULED

GROUND LEVEL132.00'

CC

FLOOR TYPE1.01

A.04

334000-A

312300-A

220000-F

071300-A

033000-E

CORRIDOR

C011

033000-F

2"

BASE ASSCHEDULED

4" MIN. TOP AND SIDES OFFOUNDATION DRAIN PIPE

033000-K

SECOND LEVEL146.67'

B1

7 5/8"7 5/8"

051200-A

ROOF TYPE A5.1

B.01

075100-K

4" 4"

042000-G

052100-A

148.61'

8"


5

SECOND LEVEL146.67'

B2

B.01

ROOF TYPE A5.1

BASE AS SCHEDULED

052100-A

051200-A

052100-A

FLOOR TYPE3.01

SLOPE

051200-A

079005-A

076200-DBOTH SIDES, TYP079005-A

061000-C

085113-A

085113-B


CLASSROOM

D200

4" 4"

3 5/8" 11 5/8"

085113-E

5


BE

7 5/8"7 5/8"

ROOF TYPE A5.1

051200-A

B.01

042000-G

051200-A

8"

4"

075100-A

076200-F

077100-D

071300-A

061000-E

072736-B


1/2"

EXTEND UNDERROOFING, TYP

076200-F

6" FACE

075100-A

061000-C

061000-B

061000-B

162.33'

042000-J2

079005-A

042000-Q

051200-B

042000-N



042000-N

055000-AL3x3x3/8, 8"L @ 2' O.C.

AA

FOR TYP NOTESSEE DETAIL H.24/A8.6

055100-A

055100-C

142.15'

STAIR 1

S1.1

LINTEL ASSCHEDULED

084013-A

SECOND LEVEL146.67'

BC

1 1

/2"

084413-A064100-F

061000-F

054000-A

092116-A

054000-A

2 1/2"

2 1/2"

FLOOR TYPE3.01

054000-A

051200-A

7 1/2" 4" 1 1/2"

2' -

9 1

/4"

LIBRARYMEDIA MAKER

SPACE

B202

055000-A1-1/2"x3"; T-SHAPED,

22 GAUGE

2"

MIN

072100-E

072100-E2"

2"

PERIMETER FIRECONTAINMENTSYSTEM - UL NO.CW-S-0002

078400-B

078400-A

055000-S

2 1/2"

051200-A

084413-ABASE AS SCHEDULED

084413-A

061000-C


077100-D

072736-B

061000-E

061000-B

1/2"

042000-A8"

149.33'077100-B

076200-F

076200-D

076200-E

7 1/2"4"

12 6 0 12


Seal:

GWWO INC.



C 2016 GWWO INC.



Revisions:

Job No.

Scale

Date

Drawing Title

Sheet

Drawn

Checked

Approved

Drawing Number

Of



Seal:

KEY PLAN:

MBA/CBE

PLH

1 1/2" = 1'-0"

1/5

/2017 9

:50:1

3 A

MC

:\U

sers

\MB

A\D

ocum

ents

\15024-B

D_2016-1

_m

am

es@

gw

woin

c.c

om

.rvt


REPLACEMENT


15024

NOVEMBER 7, 2016

CKH



1 1/2" = 1'-0"A6.6

FROM 10 / A4.3

SECTION DETAIL5

1 1/2" = 1'-0"A6.6

FROM 1 / A1.9

SECTION DETAIL1

1 1/2" = 1'-0"A6.6

FROM 10 / A4.3

SECTION DETAIL4

1 1/2" = 1'-0"A6.6

FROM 3 / A4.4

SECTION DETAIL6

1 1/2" = 1'-0"A6.6

FROM 5 / A4.4

SECTION DETAIL7

1 1/2" = 1'-0"A6.6

FROM 3 / A4.4

SECTION DETAIL8

1 1/2" = 1'-0"A6.6

FROM 10 / A4.4

SECTION DETAIL9

1 1/2" = 1'-0"A6.6

FROM 10 / A4.4

SECTION DETAIL10

1 1/2" = 1'-0"A6.6

FROM 9 / A4.3

SECTION DETAIL2

1 1/2" = 1'-0"A6.6

FROM 4 / A5.1

SECTION DETAIL11


033000-E CONCRETE FOOTING (REFER TO STRUCTURALFOR MORE INFORMATION)


033000-K WATERSTOP











054000-B DEFLECTION TRACK

055000-A STEEL ANGLE, SIZE AS INDICATED

055000-S GALVANIZED STEEL PANEL, 22 GAUGE UNO

055100-A METAL STAIRS WITH CONCRETE TREADS

055100-C STEEL STRINGER

061000-B BLOCKING

061000-C SHIM


061000-F PLYWOOD SHEATHING; FIRE-RETARDANTTREATED; 3/4" THICK UNO





072100-E MINERAL WOOL INSULATION



074264-A METAL COMPOSITE MATERIAL WALL PANEL


075100-K CANT STRIP




076200-N METAL GRAVEL STOP

077100-B BRAKE METAL

077100-D STANDING SEAM METAL COPING

078400-A FIRE SAFING

078400-B FIRESTOP SEALANT


084013-A 60 MIN FIRE-RATED ALUMINUM CURTAIN WALLSYSTEM


084313-J 0.125 THICK ALUMINUM BRAKE METAL, FINISH TOMATCH STOREFRONT







092116-G EXTERIOR GYPSUM SHEATHING; 5/8" UNO


095423-B LINEAR METAL CEILING EDGE TRIM

101400-A DIMENSIONAL CAST LETTERS, SURFACEMOUNTED, SIZE AS INDICATED

220000-F FOUNDATION DRAIN (REFER TO PLUMBING FORMORE INFORMATION)

312300-A POROUS GRAVEL FILL (REFER TO CIVIL FOR MOREINFORMATION)

334000-A GEOTEXTILE FILTER FABRIC

1 1/2" = 1'-0"A6.6

FROM 10 / A4.3

SECTION DETAIL3

1 1/2" = 1'-0"A6.6

FROM CK / A8.3

SECTION DETAIL12


5 1/4/2017 Addendum 5

5

5


C6


7 5/8"7 5/8"8 3/4"

4" 4"

075100-K

B.01

ROOF TYPE A5.1

ROOF TYPE A5.1

051200-A

052100-A

042000-A 4"



5

2' -

0"

MA

X

5

C7

STAIR 2

S1.2

142.15'

B.01

3 5/8"

085113-A

CONTINUOUS LINTELAS SCHEDULED

10"

055100-C

055100-AFOR TYP NOTESSEE DETAIL H.21/A8.6

085113-D

5085113-E


A10


4" 7 5/8" 7 5/8"

ROOF TYPE A5.1

ROOF TYPE A5.1

B.01

4"4"

075100-K

051200-A

052100-A



042000-G8"

051200-A

2' -

0"

MA

X

5


BD

B.01

ROOF TYPE A5.1

051200-A

052100-A


042000-G8"

AT COLUMN LINE AD ONLY: 162.83'150.67'

TO ALIGN WITH T.O. WALL

B5

102239.13-A

1.13

095100-C

CLG-39' - 4" AFF

LIBRARYREADING

ROOM

B201

LIBRARYMEDIA MAKER

SPACE

B202

051200-ACOORD HEIGHT AFFW/ PARTITION MFR

CLG-49' - 4" AFF

092216-F

092116-A

072100-B

GROUND LEVEL132.00'

AA

061000-C


042000-E

042000-A

033000-F

042000-A 8"

033000-E

071113-AEXTEND TO SILL

076200-D

079005-A

051200-A

072100-C

084413-H

4"

085113-A

8"

8"

085113-B

11 5/8"

8"

8"

MIN

RE

FE

R T

O S

TR

UC

T F

OR

MIN

FO

OT

ING

DE

PT

HB/A

VESTIBULE

A107

092216-E

033000-F

033000-A

ALTERNATE #5

4"

072100-J

BRICK JAMB BEYOND

085113-E 5

SECOND LEVEL146.67'

B5

FLOOR TYPE3.01

102239.13-A

LIBRARYMEDIA MAKER

SPACE

B202

LIBRARYREADING

ROOM

B201

GROUND LEVEL132.00'

SECOND LEVEL146.67'

C6

A.12

B.01

076200-D

072100-C

042000-M

042000-J1

042000-L

033000-E

033000-F

1' - 3 7/8" 7 5/8" 7 5/8"

8"

MIN

320000-C033000-F

CLASSROOM

C213

312300-A

334000-A

220000-F

071113-A

071300-A

BASE BID

ALTERNATE #4

4" MIN. TOP AND SIDES OFFOUNDATION DRAIN PIPE

2' -

0"

FLOOR TYPE1.01

071300-A

DO NOT EXTENDDAMPPROOFINGBEYOND BRICKLEDGE

MASONRY WALL FLASHING TOBE 8" MIN ABOVE GRADE

SECOND LEVEL146.67'

B1

4" 4"

072100-C

092216-E

075100-A075100-A

075100-K

ROOF TYPE A5.1 033000-F

061000-B

061000-B

064100-L

064100-L064100-L

079005-A

061000-C


084413-A

079005-A

1.13

064100-BSEE DETAIL 17/A7.2

4" 3 1/2" 4 1/8"

076200-D

076200-F

076200-E

051200-A

042000-G 8"

042000-A 8"

4"

4"

072736-B

061000-C

061000-C

061000-E3/4"

GROUND LEVEL132.00'

A1

042000-J1

042000-M

033000-F

072100-C

8"

MIN

5"

MIN

GRADEVARIES

SLOPE

076200-D

071113-A

8"

MIN

TY

P

042000-L

320000-C

033000-F

042000-A8"

033000-E

RE

FE

R T

O S

TR

UC

T F

OR

MIN

FO

OT

ING

DE

PT

H

ELECTRICALROOM

A108

RE

FE

R T

O S

TR

UC

T F

OR

PIT

DE

TA

ILS

REFER TO STRUCT FOR PIT DETAILS

FLOOR TYPE1.01

FLOOR TYPE1.01

042000-A 8"

033000-F

BASE BID

ALTERNATE #4

071113-A

12 6 0 12


Seal:

GWWO INC.



C 2016 GWWO INC.



Revisions:

Job No.

Scale

Date

Drawing Title

Sheet

Drawn

Checked

Approved

Drawing Number

Of



Seal:

KEY PLAN:

MBA/CBE

PLH

1 1/2" = 1'-0"

1/5

/2017 9

:50:2

0 A

MC

:\U

sers

\MB

A\D

ocum

ents

\15024-B

D_2016-1

_m

am

es@

gw

woin

c.c

om

.rvt


REPLACEMENT


15024

NOVEMBER 7, 2016

CKH



1 1/2" = 1'-0"A6.7

FROM 1 / A1.9

SECTION DETAIL1

1 1/2" = 1'-0"A6.7

FROM 8 / A5.1

SECTION DETAIL2

1 1/2" = 1'-0"A6.7

FROM 1 / A1.9

SECTION DETAIL4

1 1/2" = 1'-0"A6.7

FROM 1 / A1.9

SECTION DETAIL5


033000-E CONCRETE FOOTING (REFER TO STRUCTURALFOR MORE INFORMATION)










055100-A METAL STAIRS WITH CONCRETE TREADS

055100-C STEEL STRINGER

061000-B BLOCKING

061000-C SHIM


064100-B PLAM CASEWORK

064100-L SOLID WOOD TRIM, SIZE AS INDICATED

071113-A BITUMINOUS DAMPPROOFING







075100-K CANT STRIP






084413-H 0.125 THICK ALUMINUM BRAKE METAL, FINISH TOMATCH CURTAIN WALL



085113-D METAL ANCHOR




092216-F NON-STRUCTURAL METAL STUD TRACK

095100-C ACOUSTICAL CEILING EDGE TRIM, "L" MOLDING

102239.13-A FOLDING GLASS-PANEL PARTITION

220000-F FOUNDATION DRAIN (REFER TO PLUMBING FORMORE INFORMATION)

312300-A POROUS GRAVEL FILL (REFER TO CIVIL FOR MOREINFORMATION)


334000-A GEOTEXTILE FILTER FABRIC

1 1/2" = 1'-0"A6.7

FROM 3 / A7.13

SECTION DETAIL6

1 1/2" = 1'-0"A6.7

FROM K / A8.5

SECTION DETAIL8

1 1/2" = 1'-0"A6.7

FROM 3 / A7.13

SECTION DETAIL7

1 1/2" = 1'-0"A6.7

FROM 7 / A4.4

SECTION DETAIL9

1 1/2" = 1'-0"A6.7

SECTION DETAIL10

1 1/2" = 1'-0"A6.7

FROM 1 / A1.1

SECTION DETAIL3


5 1/4/2017 Addendum 5

5

SECOND LEVEL146.67'

BL

4"4"

8"

MIN

8"

MIN

8"

MIN

ROOF TYPE A5.1

A.03

B.01


075100-K

076200-D

071300-A

072100-C

042000-M

042000-J1

042000-L

051200-A

072100-C

7 5/8" 7 5/8"

4 3/4" 7 5/8" 8 3/8"

144.67'

320000-C

033000-F

BASE BID

ALTERNATE #4

FILL GAP

5

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

GWWO INC.



C 2013 GWWO INC.

ADDENDUM NO.

1 1/2" = 1'-0"



1 1/2" = 1'-0"

SECTION DETAIL

REV # DATE

5 1/4/2017

3

A6.8








075100-K CANT STRIP



KEYNOTES

CLG-111' - 6" AFF

095100-B

092116-A

CLG-110' - 0" AFF

3"

092216-J

092216-J

1' -

6"

095100-F

095100-E

BEFORE/AFTERCARE

A106

ATTACH TO CEILINGGRID ABOVE

BC

2.01

092216-J

94.00°

CONTINUESTUD TODECK

CLG-6

092116-A

054000-A(2 1/2")

LIBRARYREADING

ROOM

B201

1' -

6"

VA

RIE

S

054000-A

CLG-49' - 4" AFF

095100-C

(2")

095100-HBETWEENALL TILES

3 3/4" 3 1/2"

7 1/4"

3"

157.50'

260000-A

(3 5/8")

CLG-419' - 4" AFF

CLG-125' - 0" AFF

GYMNASIUM

A105

CAFETORIUM

A101

INSIDE FACE OFPOCKET BEYOND

INSIDE FACE OFPOCKET BEYOND

SEE A9'S FORFLOOR FINISH

102226.33-A

102226.33-B

152.32'COORD ELEV WITH OPERABLE PARTITION MFR

051200-A

A8.2

T7TYP. .

2.02 2.02

051200-A

095100-C

SEE A9'S FORFLOOR FINISH

102226.33-A

102226.33-B

092216-J

GENERALRESOURCE

D205

GENERALRESOURCE

D204

CLG-19' - 4" AFF

092116-A

2.11

CAFETORIUM

A101

PLATFORM

A101A

8.000°

061000-B

092116-A

3' -

0"

2' - 2 1/4" 1 3/8"

116143-H

116143-A 092116-A

115213-B

FACE OF CMU BEYOND092216-A(3 5/8")

092216-C

092116-A

1 1/2"

5 1/2"

3'

- 2

12

1/1

28

"

3' -

1 1

/2"

051200-A

054000-A(6")

(3/8")

116143-B

8"

CURTAIN TRACKSUPPORT BY CURTAINMANUFACTURER

10"

1' - 2 5/8"

2.02 1.04

2' -

0"

2' - 2 1/4"

RISER BELOW

3' -

0"

3' -

0"

1 1

/2"

1 1/2"

5 1/2"

8.000°

092216-A

092116-A 092216-C

1 3/8"

CAFETORIUM

A101

PLATFORM

A101A

DN

1' - 2 5/8"

079005-A

092216-J

LIBRARYREADING

ROOM

B201

2.11

94.00°

095100-C(2")

095100-HBETWEENALL TILES

CLG-6SLOPED

157.64'VARIES

BB

LIBRARYREADING

ROOM

B201

CLG-414' - 0" AFF

122400-F

3 5/8" 4 1/2" 7 1/8" 6" 1' - 0 3/4"

6"

092116-A

A8.6

H.11

092216-J

CONTINUESTUD TODECK

86.0

0°

B.01

CLG-6SLOPED

051213-A

092116-A

054000-A

(3 5/8")

160.17'


BE

101400-A

092116-A

WALL ASSCHEDULED

LINTEL ASSCHEDULED

CEILING ASSCHEDULED

CLG-48' - 4" AFFHEIGHT AS

INDICATED IN A2SERIES

SEE A7 SERIES FORMORE INFOMATION 8"

095100-C

CONTINUE STUDTO DECK

092216-J

092216-C

(7/8")

CLG-19'-4" AFF

102123-A

12 6 0 12


Seal:

GWWO INC.



C 2016 GWWO INC.



Revisions:

Job No.

Scale

Date

Drawing Title

Sheet

Drawn

Checked

Approved

Drawing Number

Of



Seal:

KEY PLAN:

MBA/CBE

PLH

As indicated

1/5

/2017 9

:54:5

1 A

MC

:\U

sers

\MB

A\D

ocum

ents

\15024-B

D_2016-1

_m

am

es@

gw

woin

c.c

om

.rvt


REPLACEMENT


15024

NOVEMBER 7, 2016

CKH/NED

INTERIOR DETAILS A7.4


1 1/2" = 1'-0"A7.4

FROM 1 / A2.1-ALT

SECTION DETAIL AT B/A CARE BULKHEAD1

1 1/2" = 1'-0"A7.4

FROM 1 / A2.6

SECTION DETAIL AT MEDIA CENTER BULKHEAD3

1 1/2" = 1'-0"A7.4

FROM 1 / A2.5

SECTION DETAIL AT FOLDING PARTITION9

1 1/2" = 1'-0"A7.4

FROM 1 / A1.8

SECTION DETAIL AT FOLDING PARTITION6

1 1/2" = 1'-0"A7.4

FROM 1 / A2.1

SECTION DETAIL AT PROSCENIUM8

1 1/2" = 1'-0"A7.4

FROM 1 / A1.1

PLAN DETAIL AT PROSCENIUM7


051213-A ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(REFER TO STRUCTURAL FOR MORE INFORMATION)


061000-B BLOCKING



092216-A NON-STRUCTURAL METAL STUD, SIZE ASINDICATED

092216-C HAT SHAPED METAL FURRING CHANNEL, SIZE ASINDICATED

092216-J HANGER WIRE

095100-B GRID SUSPENSION SYSTEM


095100-E ACOUSTICAL CEILING EDGE TRIM, "F" MOLDING

095100-F ACOUSTICAL CEILING EDGE TRIM, "REVERSE"MOLDING

095100-H ACOUSTICAL CEILING PANEL HOLD-DOWN CLIP

101400-A DIMENSIONAL CAST LETTERS, SURFACE MOUNTED,SIZE AS INDICATED

102123-A CUBICLE CURTAINS AND TRACK

102226.33-A

FOLDING PANEL PARTITION

102226.33-B

FOLDING PANEL PARTITION TRACK

115213-B ELECTRIC OPERATED PROJECTION SCREEN

116143-A MAIN CURTAIN

116143-B MAIN VALANCE CURTAIN

116143-H SUSPENDED CURTAIN TRACK


260000-A ELECTRICAL (REFER TO ELECTRICAL FOR MOREINFORMATION)

1 1/2" = 1'-0"A7.4

FROM 1 / A2.6

SECTION DETAIL AT SLOPED CEILING EDGE4

1 1/2" = 1'-0"A7.4

FROM 1 / A2.6

SECTION DETAIL AT SLOPED CEILING FRONT EDGE5

1 1/2" = 1'-0"A7.4

FROM 1 / A2.6

SECTION DETAIL AT CORRIDOR ENTRANCES2


5 1/4/2017 Addendum 5

6" = 1'-0"A7.4

SECTION DETAIL10

5

5

B5

A7.16

A7.16 5

4

3 1

BC

REST AREA

B105C

TREAT./MED.

B105B

HEALTH

STOR.

B105F

EXAM ROOM

B105E

10

A7.4

TYP.

5

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

GWWO INC.



C 2013 GWWO INC.

ADDENDUM NO.

1/4" = 1'-0"



REV # DATE

5 1/4/2017

1/4" = 1'-0"

ENLARGED FLOOR PLAN - ADMINISTRATION SUITE13

A7.15

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

GWWO INC.



C 2013 GWWO INC.

ADDENDUM NO.


MODIFICATION TO A8.1 4

DOOR SCHEDULE - FIRST FLOOR - ALT

OPENING

NO.

LOCATION DOOR FRAME DETAIL REF. FIRE

RATING

HARDWARE

SET

GLAZING

TYPE COMMENTSFROM TO TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

A106A A106 A106A F 3' - 0" 7' - 0" WD CL F1 HM PTD H1.01 J1.01 063 -- ADD ALT #5

A106B A106 A106B F 3' - 0" 7' - 0" WD CL F1 HM PTD H1.01 J1.01 089 -- ADD ALT #5

A106C A106C A106 G 3' - 0" 7' - 0" WD CL F10 HM PTD H1.01 J1.01 083 GL-7 ADD ALT #5

A106D A106 A011 N 3' - 0" 7' - 0" WD CL F1 HM PTD H1.01 J1.01 S 033 GL-7 ADD ALT #5

A106E A106 A011 N 3' - 0" 7' - 0" WD CL F1 HM PTD H1.01 J1.01 S 033 GL-7 ADD ALT #5

A107A A107 A106 FGFG 6' - 0" 7' - 0" HM PTD F9 HM PTD H3.01 J3.01 113-A GL-7 ADD ALT #5

A107B A107 FGFG 6' - 0" 7' - 0" AL PTD *K AL PTD * * 114-A GL-4 ADD ALT #5

C104 C011 C104 N 3' - 0" 7' - 0" WD CL F3 HM PTD H3.01 J3.01 S 033 GL-7 ADD ALT #5

C104A C104A C104 F 3' - 0" 7' - 0" WD CL F1 HM PTD H1.01 J1.01 089 -- ADD ALT #5

5

REV # DATE

5 1/4/2017

KEY TO GLAZING

ELEVATION DESCRIPTION

GL-11" INSULATING CLEAR LOW EGLASS

SYMBOL

GL-2

GL-4

GL-5

GL-6

1" SPANDREL GLASS

1" TEMPERED SAFETY GLASS

1/4" GLASS

1/4" TEMPERED SAFETY GLASSGL-7

FIRE-PROTECTION-RATED 1/4"GLASS (INTERIOR)

GL-3

1 HR FIRE-RESISTANCE-RATED 1"INSULATING CLEAR LOW E GLASS(EXTERIOR)

GL-81 HR FIRE-RESISTANCE-RATED 1/4"GLASS (INTERIOR)

7' -

0"

2' -

4"

RO

EQ EQ

7' - 4" RO

GL-5 GL-5

H.25

S.24

J.23J.23

081113-C

3' -

4"

4' -

0"

RO

3' - 4" RO

GL-5J.25 J.25

S.27

H.27

H.25

J.23 J.23

S.24

081113-C

122113-A1 UNIT

3' -

4"

4' -

0"

RO

4' - 8" RO

GL-5

H.25

S.24

J.23 J.23

081113-C

122113-A1 UNIT

2' -

8"

2' -

2"

2' -

3"

3' - 4"

8' - 8" RO

6' -

8"

RO

GL-5

GL-5

GL-5

GL-5

H.25

J.23

J.23

S.24

081113-C

2' -

9"

9' -

4"

RO

14' - 8" RO

GL-7 GL-7

GL-7 GL-7

GL-5 GL-5 GL-5GL-5

DOOR WIDTHEQEQDOOR WIDTH

DO

OR

HE

IGH

T

S.25

H.25

J.23J.23

081113-C

2' -

9"

4' -

4"

9' -

4"

RO

4' - 8" RO

GL-5

GL-5

GL-7

S.25

H.25

J.23

081113-C

122113-A1 UNIT

7' -

0"

2' -

4"

RO

4' - 0" RO

GL-5

H.25

J.23

S.24

J.23

081113-C

7' -

0"

2' -

4"

RO

5' - 4" RO

GL-5

H.25

J.23

S.24

J.23

081113-C

3' -

4"

4' -

0"

RO

6' - 0" RO

GL-5

H.27

J.25 J.25

S.27

081113-C

122113-A1 UNIT

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

10' - 0" RO

EQEQEQ

6' -

8"

RO

2' -

3"

2' -

2"

2' -

8"

J.21

H.21

J.21

S.21

085113-A

122113-A3 UNITS

M.11

M.12

M.13

M.15

GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

2' -

3"

2' -

2"

2' -

8"

6' -

8"

RO

10' - 0" RO

EQEQEQ

H.21

S.21

J.21J.21

085113-A

122113-A3 UNITS

M.11

M.12

M.13

M.15

GL-1

GL-1

GL-4

GL-4

GL-1

2' -

8"

2' -

2"

2' -

3"

6' -

8"

RO

9' -

4"

RO

DO

OR

HE

IGH

T

10' - 0" RO

3' - 4" DOOR WIDTH

J.21 J.21

S.21

H.21

085113-A

122113-A3 UNITS

M.11

M.12

M.13

M.15J.31

J.32

H.31

M.16

H.21

S.21

J.21 J.21

122113-A3 UNITS

GL-1

GL-4

GL-4

GL-1

GL-1

DO

OR

HE

IGH

T

9' -

4"

RO

10' - 0" RO

6' -

8"

RO

2' -

3"

2' -

2"

2' -

8"

3' - 4"DOOR WIDTH

085113-A

M.11

M.12

M.13

M.15J.31

J.32

H.31

M.16

2' -

8"

2' -

2"

6' -

8"

RO

3' - 4" RO

GL-1

GL-1

J.21J.21

S.21

H.21

085113-A

122113-A1 UNIT

M.15

2' -

8"

4' -

5"

6' -

8"

RO

3' - 4" RO

GL-1

GL-1

J.21

S.21

J.21

H.21

085113-A

122113-A1 UNIT

M.15

GL-1

GL-1

GL-1

2' -

3"

2' -

2"

2' -

8"

6' -

8"

RO

3' - 4"

8' - 8" RO

GL-1

H.21

S.21

J.21 J.21

085113-A

122113-A2 UNITS

M.11

M.12

M.13

M.15

GL-1

GL-1

GL-1

2' -

8"

2' -

2"

2' -

3"

8' - 8" RO

3' - 4"

6' -

8"

RO

GL-1

J.21

S.21

J.21

H.21

085113-A

122113-A2 UNITS

M.11

M.12

M.13

M.15

GL-1

GL-4

GL-4GL-4

GL-4

2' -

9"

2' -

2"

9' -

4"

RO

10' - 0" RO

DO

OR

HE

IGH

T

GL-4 GL-4

EQDOOR WIDTHEQ

H.21

2

A6.1

SIM2

A6.1

SIM

8

A6.7

085113-A

ALTERNATE #5

1 UNIT1 UNIT

M.14

M.16

J.31

H.31

17'-4" ABOVEFIRST FLOOR LEVEL

GL-1

GL-1

GL-1

GL-1

2' -

2"

2' -

3"

6' -

8"

8' - 8"

H.23

3' - 4"

J.21

J.21

122400-C

085113-A

S.22

M.11M.14

GL-1

3' -

4"

4' -

0"

RO

5' - 4" RO

J.21 J.21

S.21

H.21

085113-A

122113-A

1 UNIT

GL-4

GL-4

GL-1

DO

OR

HE

IGH

T

9' -

4"

RO

DOOR WIDTH

8' - 8" RO

2' -

8"

2' -

2"

122113-A2 UNITS

H.21

J.21

J.21

S.21

6' -

8"

085113-A

M.15

M.16

J.31

J.32

H.31

H.27

S.27

J.25

4' -

0"

RO

3' -

4"

5' - 4" RO

S.24

J.23

H.25

J.25J.23GL-5

081113-C

122113-A1 UNIT

2' -

2"

2' -

8"

6' -

8"

RO GL-1

GL-1

3' - 4" RO

H.21

S.22

J.21 J.21

085113-A

M.14

GL-1

GL-1

2' -

8"

4' -

5"

6' -

8"

RO

3' - 4" RO

085113-A

H.21

S.22

J.21 J.21

M.14

2' -

8"

2' -

2"

2' -

3"

6' -

8"

RO

8' - 8" RO

3' - 4"

GL-1

GL-1

GL-1

GL-1

H.21

S.22

J.21 J.21

085113-A

M.11

M.14

DO

OR

HE

IGH

T

DOOR HEIGHT

9' -

4"

RO

GL-1

H.21

J.21 J.21

084413-A

H.31

H.21

J.21 J.21GL-1

GL-1

GL-1

GL-1

GL-1

GL-1

S.22

3' - 4"3' - 4"3' - 4"

2' -

3"

2' -

2"

2' -

8"

6' -

8"

RO

10' - 0" RO

085113-A

M.11M.14

4 0 4 8

SCALE OF FEET1/4" = 1'-0"

Seal:

GWWO INC.



C 2016 GWWO INC.



Revisions:

Job No.

Scale

Date

Drawing Title

Sheet

Drawn

Checked

Approved

Drawing Number

Of



Seal:

KEY PLAN:

MBA/CBE

PLH

As indicated

1/5

/2017 9

:54:5

9 A

MC

:\U

sers

\MB

A\D

ocum

ents

\15024-B

D_2016-1

_m

am

es@

gw

woin

c.c

om

.rvt


REPLACEMENT


15024

NOVEMBER 7, 2016

CKH

WINDOW FRAMEELEVATIONS A8.5


INTERIOR HOLLOW METAL WINDOW SCHEDULE

FINISH FLOOR LEVEL

FINISH FLOOR LEVEL

P Q R

U V W




122113-A HORIZONTAL LOUVER BLINDS

122400-C MOTORIZED DOUBLE ROLLER SHADE - PROVIDELIGHT GAUGE FRAMING SUPPORT AS REQUIRED

M N T

EXTERIOR ALUMINUM WINDOW SCHEDULE

FINISH FLOOR LEVEL

A B C D E F

G H KJ L

FINISH FLOOR LEVEL

WINDOW FINISH 2

SEE A9 SERIES FOR FINISH

H.B

S

E.A F.A

H.A K.A

B.A


5 1/4/2017 Addendum 5

5

051200-A

042000-J2

B.01076200-D

071300-A


3 5/8"

085113-B

072100-C

085113-A

122113-AONLY WHEREINDICATED ONFRAME ELEVATIONS.SEE SHEETSA8.3-A8.5

095100-C

CEILING ASSCHEDULED

2"

061000-C

042000-M

042000-A

051200-A


WHERE LINTEL ISCONTINUOUSBETWEEN OPENINGS.TYP AREAS C AND D

SEE DETAIL 1/A6.1

DRIP EDGE

085113-D085113-E

5

B.02

051200-A

042000-J2

076200-D

071300-A

3 5/8"

072100-C


061000-C

085113-A

085113-B

122400-C

042000-M

LINTEL AS SCHEDULED


DRIP EDGE

085113-D

085113-E

5

B.01

3 5/8"085113-A

061000-C


085113-B

042000-G 8"

SLOPE

042000-B

051200-A

051200-B

072736-B

079005-A

076200-D

1 1/2"

1 1

/2"

064100-F

061000-F

085113-E

079005-A

5

042000-J2

072100-C

B.01

076200-D

071300-A

CEILING ASSCHEDULED

042000-M

3 5/8"

051200-A

051200-A

079005-A

061000-C

084313-A

BOTH SIDES,TYP

122400-FONLY WHEREINDICATED ONFRAME ELEVATIONS.SEE SHEETSA8.3-A8.5

LINTEL ASSCHEDULED

079005-A

051213-A

051200-A

051200-A

084313-K

084313-L5


C.01

061000-C

084313-A

051200-A

072736-B

051200-A051200-A

084313-K

084313-L5

5

B.01

3 5/8"

SLOPE

076200-D

042000-B

079005-A

051200-A

072736-B

042000-G


061000-C

084313-A

8"

051200-B

064100-F

061000-F

1 1

/2"

084313-L5


1.03

061000-C

084313-A

EQ EQ

CEILING ASSCHEDULED

LINTEL ASSCHEDULED

084313-A

061000-C


FLOOR ASSCHEDULED

1.03

084313-A


061000-C

042000-G 8"

051200-A

042000-J2

B.01076200-D

071300-A


072100-C

084013-A

042000-M

6"3 5/8"

LINTEL ASSCHEDULED

DRIP EDGE

2.11

EQEQ

081113-C

061000-C


B.01

3 5/8"

084013-A


042000-G 8"

SLOPE076200-D

042000-B

079005-A

051200-A

051200-B

072736-B

6"

061000-F

064100-F

1 1

/2"

1 1/2"

079005-A

2.11


061000-C

081113-C

6"

081113-C

061000-C


1.13


084013-C

4"

EQEQ

042000-G 8"

1.13

CEILING ASSCHEDULED


084013-C

4"

LINTEL AS SCHEDULED

B.01

3 5

/8"

6"


084013-A

2.11

EQ

EQ

081113-C

061000-C


1.13

EQ

EQ

084013-C


4"

B.01084313-A

3 5

/8"

061000-C


072736-B

072736-D

084313-L5

1.03

084313-A

061000-C


B.01

085113-A

061000-C


072736-D

072736-B

085113-B

3 5

/8"

085113-E

5

1.03 1.04 1.13

CEILING ASSCHEDULED

122113-ABOTH SIDES, TYP

079005-A

061000-C

081113-C


LINTEL AS SCHEDULED

1.03

1.04

1.13


061000-C

081113-C

1.031.041.13

081113-C

061000-C


EQEQ

042000-G 8"

B.01

3 5/8"

085113-A

061000-C


085113-B

042000-G

SLOPE

042000-B

051200-A

051200-B

072736-B

079005-A

076200-D

042000-E

B.02

085113-E

5

NOT USED

042000-J2

072100-C

B.01

076200-D

071300-A

CEILING ASSCHEDULED

095100-C

042000-M

3 5/8"

051200-A

051200-A

079005-A

061000-C

084313-A

BOTH SIDES,TYP

122400-FONLY WHEREINDICATED ONFRAME ELEVATIONS.SEE SHEETSA8.3-A8.5

LINTEL AS SCHEDULED

DRIP EDGE

084313-K

084313-L5

CEILING AS SCHEDULED


079005-A

076200-D

072100-C

042000-M

051200-A

042000-A 2"

042000-J1

071300-A

DRIP EDGE

3 1/4"

088000-A

088000-A

085113-A

2 5

/8"

088000-A

085113-A

088000-A

2 5

/8"

4 7/16"

085113-A

088000-A

088000-A

2 5

/8"

5 5/8"

085113-A

088000-A

088000-A

4 7

/16"

2 5/8"

3 1

/4"

085113-A

088000-A

088000-A

2 5/8"

6 7/8"

3 1

/4"

1 1

/4"

4 1

/2"

085113-A

088000-A 088000-A

079005-A

BOTH SIDES

061000-C

085113-A

061000-C

079005-A

BOTH SIDES

084313-C

4 1

/2"

4 7/16"

2" 2 7/16"

079005-ABOTH SIDES

084313-C 085113-A

088000-A

061000-C

4 1

/2"

2"

079005-A

085113-A

BOTH SIDES

084313-C

088000-A

061000-C

3 3/8"

4 1/2"

4 7

/16"

2"

1/4

"

2 3

/16"

085113-A

079005-A

BOTH SIDES

084313-C

088000-A

12 6 0 12


Seal:

GWWO INC.



C 2016 GWWO INC.



Revisions:

Job No.

Scale

Date

Drawing Title

Sheet

Drawn

Checked

Approved

Drawing Number

Of



Seal:

KEY PLAN:

MBA/CBE

PLH

1 1/2" = 1'-0"

1/5

/2017 9

:50:3

1 A

MC

:\U

sers

\MB

A\D

ocum

ents

\15024-B

D_2016-1

_m

am

es@

gw

woin

c.c

om

.rvt


REPLACEMENT


15024

NOVEMBER 7, 2016

CKH

WINDOW DETAILS A8.6



042000-B FACE BRICK, REFER TO A3 SERIES FOR TYPE









051213-A ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(REFER TO STRUCTURAL FOR MORE INFORMATION)

061000-C SHIM

061000-F PLYWOOD SHEATHING; FIRE-RETARDANT TREATED;3/4" THICK UNO









084013-A 60 MIN FIRE-RATED ALUMINUM CURTAIN WALLSYSTEM

084013-C 60 MIN FIRE-RATED ALUMINUM STOREFRONTSYSTEM


084313-C 4 1/2" WIDE MULLION

084313-K METAL ANCHOR




085113-D METAL ANCHOR


088000-A GLAZING, REFER TO A8 SERIES FOR GL TYPE


122113-A HORIZONTAL LOUVER BLINDS

122400-C MOTORIZED DOUBLE ROLLER SHADE - PROVIDELIGHT GAUGE FRAMING SUPPORT AS REQUIRED


H.21 HEADALUMINUM WINDOWEXTERIOR GLAZING

H.23 HEADALUMINUM WINDOWEXTERIOR GLAZING

S.21 SILLALUMINUM WINDOWEXTERIOR GLAZING

H.11 HEADSTOREFRONTEXTERIOR GLAZING


S.11 SILLSTOREFRONTEXTERIOR GLAZING

H.14 HEADSTOREFRONTINTERIOR GLAZING

S.12 SILLSTOREFRONTINTERIOR GLAZING

S.13 SILLSTOREFRONTINTERIOR GLAZING

H.24 HEADFIRE-RATED CURTAINWALLEXTERIOR GLAZING

H.27 HEADHOLLOW METAL WINDOWINTERIOR GLAZING

S.23 SILLFIRE-RATED CURTAINWALLEXTERIOR GLAZING

S.27 SILLHOLLOW METAL WINDOWINTERIOR GLAZING


S.26 SILLFIRE-RATED STOREFRONTINTERIOR GLAZING

H.26 HEADFIRE-RATED STOREFRONTINTERIOR GLAZING

J.22 JAMBFIRE-RATED CURTAINWALLEXTERIOR GLAZING

J.25 JAMBHOLLOW METAL WINDOWINTERIOR GLAZING

J.24 JAMBFIRE-RATED STOREFRONTINTERIOR GLAZING

J.11 JAMBSTOREFRONTEXTERIOR GLAZING

J.12 JAMBSTOREFRONTINTERIOR GLAZING

J.21 JAMBALUMINUM WINDOWEXTERIOR GLAZING

H.25 HEADHOLLOW METAL WINDOWINTERIOR GLAZING

J.23 JAMBHOLLOW METAL WINDOWINTERIOR GLAZING


S.22 SILLALUMINUM WINDOWEXTERIOR GLAZING

H.22 NOT USED


1 1/2" = 1'-0"A8.6

SECTION DETAIL1


5 1/4/2017 Addendum 5

5

5

M.11 MULLION M.12 MULLION M.13 MULLION M.15 MULLIONM.14 MULLION

M.16 MULLION

J.31 JAMB J.32 JAMB

5

H.31 HEAD

W-1 B-1 F-1

CORRIDOR A021

SEE FINISH NOTES 1 & 2

ART CLASSROOM

W-1, W-3 B-1 F-1

A205

W-3 B-1 F-6

FAC. LOUNGE A201

BOOK STOR.

W-1, W-3 B-1 F-1

A200

CORRIDOR

W-3 B-1 F-1

A022

W-3, W-4 B-2 F-2

STAFF REST

ROOM A202

CUSTODIAL

CLOSET

W-4 B-2 F-7

A203

WORKROOM -

INTERM.

W-1, W-3 B-1 F-6

A204

ART STOR.

W-1, W-3 B-1 F-1

A205B

W-3, W-4 B-2 F-2

STUDENT REST

ROOM A205A

W-1 B-1 F-1

STAIR 4 A2.4

SEE FINISH NOTE 5

A9.5

4

5

5

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

GWWO INC.



C 2013 GWWO INC.

ADDENDUM NO.

1/16" = 1'-0"


MODIFCATION TO 1/A9.2 4

REV # DATE

5 1/4/2017

1/16" = 1'-0"

SECOND FLOOR FINISH PLAN1

A9.2

P

F

F

15F

S

75F

15F

FA

CP

NACNAC

IMG

EN

X2

IMTS X7

NA

CN

AC

NA

C

NAC

IMML

IME

CS

X5

AF

AE

A3

A3

A2

A2A1

A1

CORRIDORA013

TELECOM. ROOMA112

EMERGENCYELECTRICAL

ROOMA109

DRAWING:

PROJECT: SCALE:

JOB NO.

SKETCH NO.

GWWO INC.800 WYMAN PARK DRIVE, SUITE 300

BALTIMORE, MARYLAND 21211, 410-332-1009C 2013 GWWO INC.

ADDENDUM NO.

1/8" = 1'-0"

SKFA-00115024ARNOLD ELEMENTARY SCHOOL REPLACEMENT

MODIFICATION TO 1/FA1.1 5

REV # DATE5 1/4/2017

NOTES:PROVIDE FIRE ALARM MODULES TOMONITOR THE FOLLOWING POINTS OFTHE EMERGENCY COMMUNICATIONSSYSTEM (ECS) RADIO REPEATER:

-NORMAL AC POWER-SIGNAL BOOSTER TROUBLE-FAILURE OF BATTERY CHARGER-LOW BATTERY CAPACITY-ANTENNA MALFUNCTION

REFERENCE SHEET T5.9 AND SPECSECTION 277000 FOR ECS DETAILS.

5

ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5bids.urbanzink.com/arnoldes/Addendum #5/17CN-158... ·...

Documents

Transcript of ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5bids.urbanzink.com/arnoldes/Addendum #5/17CN-158... ·...