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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
ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5REPLACEMENT JANUARY 5, 201790 CHURCH ROAD PAGE 2 OF 8ARNOLD, MARYLAND 21012
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
ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5REPLACEMENT JANUARY 5, 201790 CHURCH ROAD PAGE 3 OF 8ARNOLD, MARYLAND 21012
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
ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5REPLACEMENT JANUARY 5, 201790 CHURCH ROAD PAGE 4 OF 8ARNOLD, MARYLAND 21012
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
ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5REPLACEMENT JANUARY 5, 201790 CHURCH ROAD PAGE 5 OF 8ARNOLD, MARYLAND 21012
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.
ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5REPLACEMENT JANUARY 5, 201790 CHURCH ROAD PAGE 6 OF 8ARNOLD, MARYLAND 21012
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.
ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5REPLACEMENT JANUARY 5, 201790 CHURCH ROAD PAGE 7 OF 8ARNOLD, MARYLAND 21012
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
ARNOLD ELEMENTARY SCHOOL ADDENDUM NO. 5REPLACEMENT JANUARY 5, 201790 CHURCH ROAD PAGE 8 OF 8ARNOLD, MARYLAND 21012
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.
GWWO Project No. 15024 ©2016 GWWO, Inc.Arnold Elementary School Replacement LIBRARY FURNITUREIssued for Bid - 11/7/2016 ADDENDUM NO. 5 12 3513 - 2
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
GWWO Project No. 15024 ©2016 GWWO, Inc.Arnold Elementary School Replacement LIBRARY FURNITUREIssued for Bid - 11/7/2016 ADDENDUM NO. 5 12 3513 - 3
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.
GWWO Project No. 15024 ©2016 GWWO, Inc.Arnold Elementary School Replacement LIBRARY FURNITUREIssued for Bid - 11/7/2016 ADDENDUM NO. 5 12 3513 - 4
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.
GWWO Project No. 15024 ©2016 GWWO, Inc.Arnold Elementary School Replacement LIBRARY FURNITUREIssued for Bid - 11/7/2016 ADDENDUM NO. 5 12 3513 - 5
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
T.O. JOIST (ROOF)160.83'
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
FOR TYP NOTESSEE DETAIL 1/A6.5
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
T.O. JOIST (ROOF)160.83'
CD
T.O. WALL (ROOF)165.33'
FOR TYP NOTESSEE DETAIL 1/A6.5
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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
BOTH SIDES, TYP079005-A
072736-D
072736-D
061000-C
BOTH SIDES, TYP079005-A
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
C 2013 GWWO INC.
ADDENDUM NO.
1 1/2" = 1'-0"
SKA-00315024ARNOLD ELEMENTARY SCHOOL REPLACEMENT
MODIFICATION TO 4/A6.2 4
REV # DATE
5 1/4/2017
1 1/2" = 1'-0"
PLAN DETAIL4
A6.2
061000-C SHIM
072736-B TRANSITION MEMBRANE
072736-D L SHAPED SPRAY STOP
079005-A JOINT SEALANT AND BACKER ROD
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
BOTH SIDES, TYP079005-A
072736-D
072736-D
061000-C
BOTH SIDES, TYP079005-A
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
C 2013 GWWO INC.
ADDENDUM NO.
1 1/2" = 1'-0"
SKA-00415024ARNOLD ELEMENTARY SCHOOL REPLACEMENT
MODIFICATION TO 9/A6.3 4
REV # DATE
5 1/4/2017
1 1/2" = 1'-0"
PLAN DETAIL9
A6.3
061000-C SHIM
072736-B TRANSITION MEMBRANE
072736-D L SHAPED SPRAY STOP
079005-A JOINT SEALANT AND BACKER ROD
084313-A ALUMINUM FRAMED STOREFRONT
084313-L ALUMINUM TRIM, FINISH TO MATCH STOREFRONT
220000-A PLUMBING (REFER TO PLUMBING FOR MOREINFORMATION)
KEYNOTES
5
B5
1.13
1.03
75.000°
BOTH SIDES, TYP079005-A
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
BOTH SIDES, TYP079005-A
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
BOTH SIDES, TYP079005-A
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
BOTH SIDES, TYP079005-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
BOTH SIDES, TYP079005-A
1.03
1.13
1.13
1.03
042000-E8", PTD
@ VISION GLAZING
@ SPANDREL GLAZING8"
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
BOTH SIDES, TYP079005-A
042000-E
1.13
B.01
8", PTD
@ VISION GLAZING
@ SPANDREL GLAZING8"
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
BOTH SIDES, TYP079005-A
072736-D
072736-B
072736-A
072736-D
085113-B
085113-A
061000-C
BOTH SIDES, TYP079005-A
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
BOTH SIDES, TYP079005-A
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
SCALE OF INCHES1 1/2" = 1'-0"
Seal:
GWWO INC.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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
1 1/2" = 1'-0"
1/5
/2017 9
:49:5
6 A
MC
:\U
sers
\MB
A\D
ocum
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\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
CKH
PLAN DETAILS A6.4
ISSUED FOR 100%CONSTRUCTION DOCUMENTS
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)
054000-A COLD-FORMED STEEL FRAMING, SIZE ASINDICATED
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
072736-B TRANSITION MEMBRANE
072736-D L SHAPED SPRAY STOP
075100-A BUILT-UP BITMINOUS ROOFING
077100-C BRAKE METAL FASCIA
079005-A JOINT SEALANT AND BACKER ROD
081113-B HOLLOW METAL DOOR FRAME
081113-C HOLLOW METAL WINDOW FRAME
084313-A ALUMINUM FRAMED STOREFRONT
084313-L ALUMINUM TRIM, FINISH TO MATCH STOREFRONT
084413-A GLAZED ALUMINUM CURTAIN WALL
084413-J CURTAIN WALL CORNER MULLION (BY CURTAINWALL MANUFACTURER)
085113-A WINDOW FRAME
085113-B RECEPTOR FRAME
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
220000-A PLUMBING (REFER TO PLUMBING FOR MOREINFORMATION)
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
No. Date Description
5 1/4/2017 Addendum 5
5
5
T.O. JOIST (ROOF)160.83'
AA
T.O. WALL (ROOF)165.33'
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.
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"
T.O. JOIST (ROOF)160.83'
A2
T.O. WALL (ROOF)165.33'
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
FOR TYP NOTESSEE DETAIL 1/A6.5
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
FOR TYP NOTESSEE DETAIL 1/A6.5
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
FOR TYP NOTESSEE DETAIL 4/A6.5
CAFETORIUM
A101
T.O. JOIST (ROOF)160.83'
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
TURNED DOWN BOTHSIDES
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
1/2", COUNTER SUNK, @ 24" O.C.
1/2", COUNTER SUNK, @ 24" O.C.
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 (ROOF)165.33'
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
FOR TYP NOTESSEE DETAIL 7/A6.5
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
BOTH SIDES, TYP079005-A
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
BOTH SIDES, TYP079005-A
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
T.O. JOIST (ROOF)160.83'
BA
051200-A
4"
075100-A
084413-A
076200-F
061000-B077100-D
071300-A
061000-E
061000-C
072736-B
TURNED DOWN BOTHSIDES
1/2"
EXTEND UNDERROOFING, TYP
061000-B
076200-F
BOTH SIDES, TYP079005-A
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
SCALE OF INCHES1 1/2" = 1'-0"
Seal:
GWWO INC.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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
:50:0
4 A
MC
:\U
sers
\MB
A\D
ocum
ents
\15024-B
D_2016-1
_m
am
es@
gw
woin
c.c
om
.rvt
ARNOLD ELEMENTARYSCHOOL
REPLACEMENT
ANNE ARUNDEL COUNTY PUBLIC SCHOOLS
15024
NOVEMBER 7, 2016
CKH
SECTION DETAILS A6.5
ISSUED FOR 100%CONSTRUCTION DOCUMENTS
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-A CONCRETE MASONRY UNIT, SIZE AS INDICATED
042000-D SOLID CONCRETE MASONRY UNIT
042000-E SOLID CONCRETE MASONRY UNIT, BULLNOSEEDGE
042000-G BOND BEAM (REFER TO STRUCTURAL FOR MOREINFORMATION)
042000-J1 FULL HEAD WEEP
042000-J2 FULL HEAD JOINT VENT
042000-L CEMENTITIOUS GROUT
042000-M OPEN MESH CAVITY DRAINAGE DEVICE, 2" THICKUNO
042000-N ANCHOR BOLTS
042000-Q COMPRESSIBLE FILLER
051200-A STRUCTURAL STEEL (REFER TO STRUCTURAL FORMORE INFORMATION)
051200-B ANCHORS (REFER TO STRUCTURAL FOR MOREINFORMATION)
052100-A STEEL JOIST (REFER TO STRUCTURAL FOR MOREINFORMATION)
054000-A COLD-FORMED STEEL FRAMING, SIZE ASINDICATED
055000-A STEEL ANGLE, SIZE AS INDICATED
061000-B BLOCKING
061000-C SHIM
061000-E EXTERIOR PLYWOOD SHEATHING,FIRE-RETARDANT TREATED; THICKNESS ASINDICATED
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-C RIGID INSULATION BOARD, 2" THICK UNO
072100-J 1/2" PROTECTION BOARD
072736-B TRANSITION MEMBRANE
075100-A BUILT-UP BITMINOUS ROOFING
075100-K CANT STRIP
076200-D METAL FLASHING
076200-E 2-PIECE METAL COUNTER FLASHING
076200-F CONTINUOUS LOCKING METAL CLEAT
077100-D STANDING SEAM METAL COPING
079005-A JOINT SEALANT AND BACKER ROD
084313-A ALUMINUM FRAMED STOREFRONT
084313-J 0.125 THICK ALUMINUM BRAKE METAL, FINISH TOMATCH STOREFRONT
084313-L ALUMINUM TRIM, FINISH TO MATCH STOREFRONT
084413-A GLAZED ALUMINUM CURTAIN WALL
084413-H 0.125 THICK ALUMINUM BRAKE METAL, FINISH TOMATCH CURTAIN WALL
092116-A ABUSE RESISTANT GYPSUM BOARD, 5/8"THICKNESS UNO
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
No. Date Description
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
FOR TYP NOTESSEE DETAIL 4/A6.5
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
BOTH SIDES, TYP079005-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"
FOR TYP NOTESSEE DETAIL 7/A6.5
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
FOR TYP NOTESSEE DETAIL 4/A6.5
CLASSROOM
D200
4" 4"
3 5/8" 11 5/8"
085113-E
5
T.O. JOIST (ROOF)160.83'
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
TURNED DOWN BOTHSIDES
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
1/2", COUNTER SUNK, @ 24" O.C.
1/2", COUNTER SUNK, @ 24" O.C.
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
BOTH SIDES, TYP079005-A
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
SCALE OF INCHES1 1/2" = 1'-0"
Seal:
GWWO INC.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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
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
ARNOLD ELEMENTARYSCHOOL
REPLACEMENT
ANNE ARUNDEL COUNTY PUBLIC SCHOOLS
15024
NOVEMBER 7, 2016
CKH
SECTION DETAILS A6.6
ISSUED FOR 100%CONSTRUCTION DOCUMENTS
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-A CONCRETE SLAB ON GRADE (REFER TOSTRUCTURAL FOR MORE INFORMATION)
033000-E CONCRETE FOOTING (REFER TO STRUCTURALFOR MORE INFORMATION)
033000-F EXPANSION JOINT MATERIAL, 1/2" UNO
033000-K WATERSTOP
042000-A CONCRETE MASONRY UNIT, SIZE AS INDICATED
042000-E SOLID CONCRETE MASONRY UNIT, BULLNOSEEDGE
042000-G BOND BEAM (REFER TO STRUCTURAL FOR MOREINFORMATION)
042000-J2 FULL HEAD JOINT VENT
042000-N ANCHOR BOLTS
042000-Q COMPRESSIBLE FILLER
051200-A STRUCTURAL STEEL (REFER TO STRUCTURAL FORMORE INFORMATION)
051200-B ANCHORS (REFER TO STRUCTURAL FOR MOREINFORMATION)
052100-A STEEL JOIST (REFER TO STRUCTURAL FOR MOREINFORMATION)
054000-A COLD-FORMED STEEL FRAMING, SIZE ASINDICATED
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-E EXTERIOR PLYWOOD SHEATHING,FIRE-RETARDANT TREATED; THICKNESS ASINDICATED
061000-F PLYWOOD SHEATHING; FIRE-RETARDANTTREATED; 3/4" THICK UNO
064100-F SOLID SURFACE COUNTERTOP
071300-A SELF-ADHERING MEMBRANE WATERPROOFING
072100-B BATT INSULATION, 5 1/2" UNO (OR MAX THICKNESSFOR LOCATION)
072100-C RIGID INSULATION BOARD, 2" THICK UNO
072100-E MINERAL WOOL INSULATION
072100-J 1/2" PROTECTION BOARD
072736-B TRANSITION MEMBRANE
074264-A METAL COMPOSITE MATERIAL WALL PANEL
075100-A BUILT-UP BITMINOUS ROOFING
075100-K CANT STRIP
076200-D METAL FLASHING
076200-E 2-PIECE METAL COUNTER FLASHING
076200-F CONTINUOUS LOCKING METAL CLEAT
076200-N METAL GRAVEL STOP
077100-B BRAKE METAL
077100-D STANDING SEAM METAL COPING
078400-A FIRE SAFING
078400-B FIRESTOP SEALANT
079005-A JOINT SEALANT AND BACKER ROD
084013-A 60 MIN FIRE-RATED ALUMINUM CURTAIN WALLSYSTEM
084313-A ALUMINUM FRAMED STOREFRONT
084313-J 0.125 THICK ALUMINUM BRAKE METAL, FINISH TOMATCH STOREFRONT
084313-L ALUMINUM TRIM, FINISH TO MATCH STOREFRONT
084413-A GLAZED ALUMINUM CURTAIN WALL
085113-A WINDOW FRAME
085113-B RECEPTOR FRAME
085113-E ALUMINUM TRIM, FINISH TO MATCH ALUMINUMWINDOW
092116-A ABUSE RESISTANT GYPSUM BOARD, 5/8"THICKNESS UNO
092116-G EXTERIOR GYPSUM SHEATHING; 5/8" UNO
092216-E Z-FURRING; SIZE AS INDICATED
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
No. Date Description
5 1/4/2017 Addendum 5
5
5
T.O. JOIST (ROOF)160.83'
C6
T.O. WALL (ROOF)165.33'
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"
FOR TYP NOTESSEE DETAIL 1/A6.5
FOR TYP NOTESSEE DETAIL 4/A6.5
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
T.O. JOIST (ROOF)160.83'
A10
T.O. WALL (ROOF)165.33'
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
FOR TYP NOTESSEE DETAIL 1/A6.5
FOR TYP NOTESSEE DETAIL 4/A6.5
042000-G8"
051200-A
2' -
0"
MA
X
5
T.O. JOIST (ROOF)160.83'
BD
B.01
ROOF TYPE A5.1
051200-A
052100-A
FOR TYP NOTESSEE DETAIL 4/A6.5
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
BOTH SIDES, TYP079005-A
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
BOTH SIDES, TYP079005-A
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
SCALE OF INCHES1 1/2" = 1'-0"
Seal:
GWWO INC.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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
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
ARNOLD ELEMENTARYSCHOOL
REPLACEMENT
ANNE ARUNDEL COUNTY PUBLIC SCHOOLS
15024
NOVEMBER 7, 2016
CKH
SECTION DETAILS A6.7
ISSUED FOR 100%CONSTRUCTION DOCUMENTS
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-A CONCRETE SLAB ON GRADE (REFER TOSTRUCTURAL FOR MORE INFORMATION)
033000-E CONCRETE FOOTING (REFER TO STRUCTURALFOR MORE INFORMATION)
033000-F EXPANSION JOINT MATERIAL, 1/2" UNO
042000-A CONCRETE MASONRY UNIT, SIZE AS INDICATED
042000-E SOLID CONCRETE MASONRY UNIT, BULLNOSEEDGE
042000-G BOND BEAM (REFER TO STRUCTURAL FOR MOREINFORMATION)
042000-J1 FULL HEAD WEEP
042000-L CEMENTITIOUS GROUT
042000-M OPEN MESH CAVITY DRAINAGE DEVICE, 2" THICKUNO
051200-A STRUCTURAL STEEL (REFER TO STRUCTURAL FORMORE INFORMATION)
052100-A STEEL JOIST (REFER TO STRUCTURAL FOR MOREINFORMATION)
055100-A METAL STAIRS WITH CONCRETE TREADS
055100-C STEEL STRINGER
061000-B BLOCKING
061000-C SHIM
061000-E EXTERIOR PLYWOOD SHEATHING,FIRE-RETARDANT TREATED; THICKNESS ASINDICATED
064100-B PLAM CASEWORK
064100-L SOLID WOOD TRIM, SIZE AS INDICATED
071113-A BITUMINOUS DAMPPROOFING
071300-A SELF-ADHERING MEMBRANE WATERPROOFING
072100-B BATT INSULATION, 5 1/2" UNO (OR MAX THICKNESSFOR LOCATION)
072100-C RIGID INSULATION BOARD, 2" THICK UNO
072100-J 1/2" PROTECTION BOARD
072736-B TRANSITION MEMBRANE
075100-A BUILT-UP BITMINOUS ROOFING
075100-K CANT STRIP
076200-D METAL FLASHING
076200-E 2-PIECE METAL COUNTER FLASHING
076200-F CONTINUOUS LOCKING METAL CLEAT
079005-A JOINT SEALANT AND BACKER ROD
084413-A GLAZED ALUMINUM CURTAIN WALL
084413-H 0.125 THICK ALUMINUM BRAKE METAL, FINISH TOMATCH CURTAIN WALL
085113-A WINDOW FRAME
085113-B RECEPTOR FRAME
085113-D METAL ANCHOR
085113-E ALUMINUM TRIM, FINISH TO MATCH ALUMINUMWINDOW
092116-A ABUSE RESISTANT GYPSUM BOARD, 5/8"THICKNESS UNO
092216-E Z-FURRING; SIZE AS INDICATED
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)
320000-C MOW TABLE (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
No. Date Description
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
FOR TYP NOTESSEE DETAIL 7/A6.5
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
C 2013 GWWO INC.
ADDENDUM NO.
1 1/2" = 1'-0"
SKA-00515024ARNOLD ELEMENTARY SCHOOL REPLACEMENT
MODIFICATION TO 3/A6.8 4
1 1/2" = 1'-0"
SECTION DETAIL
REV # DATE
5 1/4/2017
3
A6.8
033000-F EXPANSION JOINT MATERIAL, 1/2" UNO
042000-J1 FULL HEAD WEEP
042000-L CEMENTITIOUS GROUT
042000-M OPEN MESH CAVITY DRAINAGE DEVICE, 2" THICKUNO
051200-A STRUCTURAL STEEL (REFER TO STRUCTURAL FORMORE INFORMATION)
071300-A SELF-ADHERING MEMBRANE WATERPROOFING
072100-C RIGID INSULATION BOARD, 2" THICK UNO
075100-K CANT STRIP
076200-D METAL FLASHING
320000-C MOW TABLE (REFER TO CIVIL FOR MOREINFORMATION)
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'
ONLY WHEREINDICATED ONFRAME ELEVATIONS.SEE SHEETSA8.3-A8.5
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
SCALE OF INCHES1 1/2" = 1'-0"
Seal:
GWWO INC.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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
: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
ARNOLD ELEMENTARYSCHOOL
REPLACEMENT
ANNE ARUNDEL COUNTY PUBLIC SCHOOLS
15024
NOVEMBER 7, 2016
CKH/NED
INTERIOR DETAILS A7.4
ISSUED FOR 100%CONSTRUCTION DOCUMENTS
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
051200-A STRUCTURAL STEEL (REFER TO STRUCTURAL FORMORE INFORMATION)
051213-A ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(REFER TO STRUCTURAL FOR MORE INFORMATION)
054000-A COLD-FORMED STEEL FRAMING, SIZE ASINDICATED
061000-B BLOCKING
079005-A JOINT SEALANT AND BACKER ROD
092116-A ABUSE RESISTANT GYPSUM BOARD, 5/8"THICKNESS UNO
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-C ACOUSTICAL CEILING EDGE TRIM, "L" MOLDING
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
122400-F MANUAL DOUBLE ROLLER SHADE - PROVIDE LIGHTGAUGE FRAMING SUPPORT AS REQUIRED
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
No. Date Description
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
C 2013 GWWO INC.
ADDENDUM NO.
1/4" = 1'-0"
SKA-00815024ARNOLD ELEMENTARY SCHOOL REPLACEMENT
MODIFICATION TO 13/A7.15 5
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
C 2013 GWWO INC.
ADDENDUM NO.
SKA-00715024ARNOLD ELEMENTARY SCHOOL REPLACEMENT
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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
: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
ARNOLD ELEMENTARYSCHOOL
REPLACEMENT
ANNE ARUNDEL COUNTY PUBLIC SCHOOLS
15024
NOVEMBER 7, 2016
CKH
WINDOW FRAMEELEVATIONS A8.5
ISSUED FOR 100%CONSTRUCTION DOCUMENTS
INTERIOR HOLLOW METAL WINDOW SCHEDULE
FINISH FLOOR LEVEL
FINISH FLOOR LEVEL
P Q R
U V W
081113-C HOLLOW METAL WINDOW FRAME
084413-A GLAZED ALUMINUM CURTAIN WALL
085113-A WINDOW FRAME
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
No. Date Description
5 1/4/2017 Addendum 5
5
051200-A
042000-J2
B.01076200-D
071300-A
BOTH SIDES, TYP079005-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
CONTINUOUS LINTELAS SCHEDULED
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
BOTH SIDES, TYP079005-A
061000-C
085113-A
085113-B
122400-C
042000-M
LINTEL AS SCHEDULED
ONLY WHEREINDICATED ONFRAME ELEVATIONS.SEE SHEETSA8.3-A8.5
DRIP EDGE
085113-D
085113-E
5
B.01
3 5/8"085113-A
061000-C
BOTH SIDES, TYP079005-A
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
BOTH SIDES, TYP079005-A
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
BOTH SIDES, TYP079005-A
061000-C
084313-A
8"
051200-B
064100-F
061000-F
1 1
/2"
084313-L5
BOTH SIDES, TYP079005-A
1.03
061000-C
084313-A
EQ EQ
CEILING ASSCHEDULED
LINTEL ASSCHEDULED
084313-A
061000-C
BOTH SIDES, TYP079005-A
FLOOR ASSCHEDULED
1.03
084313-A
BOTH SIDES, TYP079005-A
061000-C
042000-G 8"
051200-A
042000-J2
B.01076200-D
071300-A
BOTH SIDES, TYP079005-A
072100-C
084013-A
042000-M
6"3 5/8"
LINTEL ASSCHEDULED
DRIP EDGE
2.11
EQEQ
081113-C
061000-C
BOTH SIDES, TYP079005-A
B.01
3 5/8"
084013-A
BOTH SIDES, TYP079005-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
BOTH SIDES, TYP079005-A
061000-C
081113-C
6"
081113-C
061000-C
BOTH SIDES, TYP079005-A
1.13
BOTH SIDES, TYP079005-A
084013-C
4"
EQEQ
042000-G 8"
1.13
CEILING ASSCHEDULED
BOTH SIDES, TYP079005-A
084013-C
4"
LINTEL AS SCHEDULED
B.01
3 5
/8"
6"
BOTH SIDES, TYP079005-A
084013-A
2.11
EQ
EQ
081113-C
061000-C
BOTH SIDES, TYP079005-A
1.13
EQ
EQ
084013-C
BOTH SIDES, TYP079005-A
4"
B.01084313-A
3 5
/8"
061000-C
BOTH SIDES, TYP079005-A
072736-B
072736-D
084313-L5
1.03
084313-A
061000-C
BOTH SIDES, TYP079005-A
B.01
085113-A
061000-C
BOTH SIDES, TYP079005-A
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
ONLY WHEREINDICATED ONFRAME ELEVATIONS.SEE SHEETSA8.3-A8.5
LINTEL AS SCHEDULED
1.03
1.04
1.13
BOTH SIDES, TYP079005-A
061000-C
081113-C
1.031.041.13
081113-C
061000-C
BOTH SIDES, TYP079005-A
EQEQ
042000-G 8"
B.01
3 5/8"
085113-A
061000-C
BOTH SIDES, TYP079005-A
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
CONTINUOUS LINTELAS 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
SCALE OF INCHES1 1/2" = 1'-0"
Seal:
GWWO INC.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
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
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
ARNOLD ELEMENTARYSCHOOL
REPLACEMENT
ANNE ARUNDEL COUNTY PUBLIC SCHOOLS
15024
NOVEMBER 7, 2016
CKH
WINDOW DETAILS A8.6
ISSUED FOR 100%CONSTRUCTION DOCUMENTS
042000-A CONCRETE MASONRY UNIT, SIZE AS INDICATED
042000-B FACE BRICK, REFER TO A3 SERIES FOR TYPE
042000-E SOLID CONCRETE MASONRY UNIT, BULLNOSEEDGE
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
051200-A STRUCTURAL STEEL (REFER TO STRUCTURAL FORMORE INFORMATION)
051200-B ANCHORS (REFER TO STRUCTURAL FOR MOREINFORMATION)
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
064100-F SOLID SURFACE COUNTERTOP
071300-A SELF-ADHERING MEMBRANE WATERPROOFING
072100-C RIGID INSULATION BOARD, 2" THICK UNO
072736-B TRANSITION MEMBRANE
072736-D L SHAPED SPRAY STOP
076200-D METAL FLASHING
079005-A JOINT SEALANT AND BACKER ROD
081113-C HOLLOW METAL WINDOW FRAME
084013-A 60 MIN FIRE-RATED ALUMINUM CURTAIN WALLSYSTEM
084013-C 60 MIN FIRE-RATED ALUMINUM STOREFRONTSYSTEM
084313-A ALUMINUM FRAMED STOREFRONT
084313-C 4 1/2" WIDE MULLION
084313-K METAL ANCHOR
084313-L ALUMINUM TRIM, FINISH TO MATCH STOREFRONT
085113-A WINDOW FRAME
085113-B RECEPTOR FRAME
085113-D METAL ANCHOR
085113-E ALUMINUM TRIM, FINISH TO MATCH ALUMINUMWINDOW
088000-A GLAZING, REFER TO A8 SERIES FOR GL TYPE
095100-C ACOUSTICAL CEILING EDGE TRIM, "L" MOLDING
122113-A HORIZONTAL LOUVER BLINDS
122400-C MOTORIZED DOUBLE ROLLER SHADE - PROVIDELIGHT GAUGE FRAMING SUPPORT AS REQUIRED
122400-F MANUAL DOUBLE ROLLER SHADE - PROVIDE LIGHTGAUGE FRAMING SUPPORT AS REQUIRED
H.21 HEADALUMINUM WINDOWEXTERIOR GLAZING
H.23 HEADALUMINUM WINDOWEXTERIOR GLAZING
S.21 SILLALUMINUM WINDOWEXTERIOR GLAZING
H.11 HEADSTOREFRONTEXTERIOR GLAZING
H.13 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.25 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.24 SILLHOLLOW METAL WINDOWINTERIOR GLAZING
S.22 SILLALUMINUM WINDOWEXTERIOR GLAZING
H.22 NOT USED
H.12 HEADSTOREFRONTEXTERIOR GLAZING
1 1/2" = 1'-0"A8.6
SECTION DETAIL1
No. Date Description
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.
800 WYMAN PARK DRIVE, SUITE 300
BALTIMORE, MARYLAND 21211, 410-332-1009
C 2013 GWWO INC.
ADDENDUM NO.
1/16" = 1'-0"
SKA-00615024ARNOLD ELEMENTARY SCHOOL REPLACEMENT
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