security vestibule - rcps

NOEL C. TAYLOR ACADEMY SECURITY VESTIBULE

ROANOKE CITY PUBLIC SCHOOLS

RRMM ARCHITECTS, PCARCHITECTURE / PLANNING / INTERIORS

1317 Executive Boulevard, Suite 200

Chesapeake, VA 23320

(757) 622-2828

VICINITY MAP

MEP ENGINEERING

OWNER LOCATION MAP

LAWRENCE PERRY & ASSOCIATES, INC.

15 E Salem Ave SE Suite 101

Roanoke, VA 24011P:(540) 342-1816

ROANOKE CITY PUBLIC SCHOOLS

40 Douglas Ave NW

Roanoke, VA 24012

P:(540) 853-2502

SITE

SITE

28 Church Avenue SW

Roanoke, VA 24011

(540) 344-1212

1 Research Court, Suite 450

Rockville, MD 20850

(240) 403-4101

2700 South Quincy Street, Suite 300

Arlington, VA 22206

(703) 998-0101

115 South 15th Street, Suite 202

Richmond, VA 23219

(804) 277-8987

F:(540) 344-3410

TRUE NORTH

TRUE NORTH

PROJECT DESCRIPTION

A secure vestibule will be created to segregate the main entry area into stages. The first stage will allow entry into the secure vestibule for inspections. An intercom will be installed in this area to allow the visitor or student to communicate with security or administrative personnel. The second stage will allow further admittance into the public corridor, where a new storefront entry system will prevent passage deeper into the facility. A pass-thru window will be installed to allow interaction with the administrative staff prior to admission into the facility. All new storefront entry systems will include ballistic resistant glazing and access control hardware with remote lock and unlock functions.

Additionally, fencing and swing gates will be added to the courtyard between the main building and the multi-purpose building. This will create a more secure passageway between the facilities and deter unwanted wandering pedestrian traffic from the neighborhood around the Academy. Fencing will have privacy panels to obscure the view from the street and parking areas. Gates will be equipped with exit devices to allow free egress in an emergency and will be alarmed.

CONSULTANT

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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28 Church Ave SWRoanoke, Virginia 24011(540)344-1212 / fax (540)344-1321

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SHEET INDEXSheet Number Sheet Title

PROJECT TITLE SHEET

T-001 TITLE SHEET

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL INFORMATION

A-002 SPECIFICATIONS

A-101 OVERALL FIRST FLOOR PLAN

A-201 ELEVATIONS & SECTIONS

A-301 WALL SECTION

A-401 ENLARGED PLAN, INTERIOR ELEVATION & STOREFRONT ELEVATIONS

A-501 DETAILS

A-601 DOOR AND GATE SCHEDULES & DETAILS

A-602 STOREFRONT ELEVATIONS AND DETAILS

CONTINUOUS WOOD BLOCKING

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

STEEL

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD

RESILIENT FLOORING / PLASTIC LAMINATE

ALUMINUM

FINISHED WOOD

WOOD BLOCKING

BRICK

GLASS

ACOUSTICAL TILE

PLYWOOD

SAND / MORTAR / PLASTER

ARCHITECTURAL MATERIAL LEGEND

DOOR TAG -BUILDING DIV/DOOR NUMBERLOCATION SUFFIX (IF REQ'D)

XX WINDOW TYPE

EXTERIOR / INTERIOR / INTERIOR CASEWORKELEVATION IDENTIFICATION NUMBER

SF

XXWINDOW FRAME TYPES(REF A600 SERIES DRAWINGS)STOREFRONT ROOM NAME

BLDG DIV / CONST NO.

SECTION NUMBER

BUILDING SECTION REFERENCE

DRAWING NUMBER WHERE SECTION IS DRAWN

SECTION NUMBER

SECTION REFERENCE

DRAWING NUMBER WHERE SECTION IS DRAWN

PLAN OR DETAIL NUMBER

ENLARGED PLAN OR DETAIL REFERENCE

DRAWING NUMBER WHERE ENLARGED PLAN OR DETAIL IS DRAWN

MSR8 PARTITION TYPE (SEE PARTITION LEGEND)

AXXX

X

SHEET NUMBER WHERE ELEVATION IS LOCATED

CW

XX

HM

XXHOLLOW METAL FRAME TYPES(REF A600 SERIES DRAWINGS)HOLLOW METAL FRAME

CURTAIN WALL TYPES(REF A600 SERIES DRAWINGS)CURTAIN WALL

SCALE:

A1 TITLEA-101 R1011/8" = 1'-0"

DRAWING TITLE

MAIN DRAWING TITLE

DRAWING SCALE

DRAWING TITLE

DRAWING TITLE WITH REFERENCE SYMBOL

DRAWING REFERENCE NUMBER

A-101

A1

DRAWING SHEET NUMBER

DRAWING NUMBER DESIGNATION

ELEVATION REFERENCE

ARCHITECTURAL GRAPHIC SYMBOLS

DRAWING SCALE

SCALE:

TITLE1/8" = 1'-0"

ROOM

A101

A-101

A1

A10

1A

/

MATCH LINE

SEE 1 A101

C1

A-101

C1

A-101

C1

A-101

X NEW WORK KEY NOTE

X DEMOLITION KEY NOTE

1. ALL EXISTING DIMENSIONS, ANGLES AND CONDITIONS THROUGHOUT THE PROJECT ARE TO BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE IN ORDER TO AVOID ANY CONFLICTS AND INTERFERENCES DURING CONSTRUCTION. PRIOR TO BEGINNING NEW CONSTRUCTIONS, VERIFY THAT ALL EXISTING BUILDING CORNERS ARE SQUARE AND PERPENDICULAR SO THAT NEW CONSTRUCTION WILL FIT INTO EXISTING AS SHOWN AND DETAILED, AND VERIFY THAT ALL EXISTING BUILDING DIMENSIONS ARE SHOWN CORRECTLY PRIOR TO INSTALLATION OF NEW WORK.

2. CARE SHALL BE TAKEN TO FULLY PROTECT EXISTING FINISHES THAT ARE TO REMAIN AND TO RESTRICT DUST AND OTHER CONSTRUCTION DEBRIS WITHIN THE IMMEDIATE CONSTRUCTION AREA, AND TO PREVENT CONTAMINATION OF ADJACENT AREAS THAT REMAIN IN USE BY THE OWNER.

3. WHEREVER ANY EXISTING SURFACE OR FINISH IS CUT, DAMAGED, AND/OR PATCHED DUE TO ANY PHASE OF THIS WORK, IT SHALL BE PATCHED WITH NEW MATERIALS AND WORKMANSHIP AS REQUIRED TO MATCH THE EXISTING SURROUNDING WORK, INCLUDING ANY PAINTING REQUIRED TO COMPLETELY HIDE THE PATCH. IN ADDITION, PATCH ALL EXISTING WALLS AND OTHER SURFACES, INTERIOR AND EXTERIOR, TO MATCH SURROUNDING WORK WHERE ANY ITEM OR EQUIPMENT IS REMOVED FROM THAT WALL OR OTHER SURFACE AND THE WALL OR SURFACE REMAINS EXPOSED IN THE FINISHED WORK.

4. NEW INTERIOR PREFINISHED ALUMINUM STOREFRONT SYSTEM. STOREFRONT IS NOMINAL 2" X 4.5", CLEAR ANODIZED, CENTER-GLAZED.

5. ALL STOREFRONT SHALL BE EFCO SERIES 402 (NT) PREFINISHED ALUMINUM STOREFRONT SYSTEM OR APPROVED EQUAL. STOREFRONT IS NOMINAL 2" x 4 1/2", CLEAR ANODIZED. REFER TO THE STOREFRONT ELEVATIONS FOR LOCATION AND TYPES OF GLAZING NOT INDICATED ON THE PLANS. PROVIDE ALL GASKETING AS REQUIRED FOR A PROPER INSTALLATION. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF SECURITY GLAZING AND FILMS. GLAZING TYPES SHALL BE:A. TYPE A - 5/16" SHOOTER/ATTACK RESISTANT SECURITY GLASS AS MANUFACTURED BY ARMOURED ONE OR

APPROVED EQUAL.B. TYPE B - 3/8" SHOOTER/ATTACK RESISTANT SECURITY GLASS AS MANUFACTURED BY ARMOURED ONE OR

APPROVED EQUAL.

6. BULLET RESISTANT SHEATHING SHALL BE LAMINATED FIBERGLASS PRODUCT MEETING UL 752, LEVEL 3.

7. GYPSUM WALL BOARD (GWB) SHALL BE 5/8" STANDARD GYPSUM WALL BOARD PANELS, WITH PAPER FACE SURFACE SUITABLE TO RECEIVE PAINT AND LONG TAPERED EDGES TO RECEIVE STANDARD JOINT TREATMENT; ASTM C1396. UNLESS OTHERWISE NOTED (UON), ABUSE RESISTANT GYPSUM BOARD SHALL BE INSTALLED UP TO A HEIGHT OF 8'-0" AFF. ABUSE RESISTANT GYPSUM BOARD SHALL BE APPROVED EQUAL TO SHEETROCK BRAND ABUSE RESISTANT FIRECODE CORE GYPSUM PANELS BY USG.

8. CORRUGATED METAL PANELS (CMP) SHALL BE FACTORY FORMED, PREFINISHED, 24 GAUGE STEEL WITH 7/8" DEEP CORRUGATIONS, EXPOSED FASTENERS, AND MATCHING METAL TRIM BY PETERSON ALUMINUM CORPORATION OR APPROVED EQUAL.A. COLORS SHALL BE CHOSEN FROM MANUFACTURERS STANDARD COLORS.B. ALL MANUFACTURER'S RECOMMENDED FASTENERS, WASHERS, AND OTHER ACCESSORIES SHALL BE

PROVIDED FOR A COMPLETE AND PROPER INSTALLATION.C. ALL FASTENERS SHALL BE INSTALLED IN A MANNER THAT DOES NOT LEAVE SHARP EDGES DIRECTLY

EXPOSED IN THE FINISHED WORK.D. INSTALLATION OF THE PANELS AND ALL ACCESSORIES SHALL COMPLY WITH MANUFACTURER'S

RECOMMENDATIONS.

9. STUCTURAL STEEL:A. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE

LASTEST SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. B. HSS SECTIONS SHALL COMPLY WITH ASTM A500 GRADE C.C. ALL OTHER STRUCTURAL STEEL SHAPES SHALL COMPLY WITH ASTM A572 GRADE 50 OR ASTM A992 GRADE

50.D. STEEL BELOW GRADE SHALL BE COATED WITH HEAVY CONSTRUCTION GRADE MASTIC MATERIALS.E. ALL WELDS SHALL BE DONE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL."F. ALL WELDS ON SURFACES WHICH WILL BE EXPOSED IN THE COMPLETED WORK SHALL BE SMOOTH AND

EVEN, FREE FROM PUDDLING, PITTING, AND OTHER UNEVENNESS. ALL SLAG AND WELD SPLATTER SHALL BE REMOVED. WELDS IN INTERNAL CORNERS SHALL BE GROUND OR FILED AS REQUIRED TO A SMOOTH, EVEN COVE ALL SIDES.

10. ALL METAL STUDS SHALL BE FORMED FROM HOT-DIPPED GALVANIZED STEEL, ASTM A653 WITH MINIMUM G-60 COATING, GRADE A, WITH A MINIMUM YIELD STRENGTH OF 33 KSI, UNLESS OTHERWISE NOTED ON THE DRAWINGS. GLAVANIZED FINISH OF ALL ACCESSORY MEMBERS SHALL MATCH THAT OF THE MAIN FRAMING COMPONENTS.

11. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) 301, 315, 318, AND ALL BUILDING CODE REQUIREMENTS. ALL CONCRETE IS NORMAL WEIGHT CONCRETE.

12. ALL STEEL SHALL RECEIVE FINISHES IN ACCORDANCE WITH SPECIFICATION SECTION 09 91 00.

13. PAINT TO MATCH ADJACENT EXISTING WALLS. FINISH FLUSH WITH NO VISIBLE SEAMS. PAINT FRAMES TO MATCH ADJACENT FRAMES IN SAME SPACE.

14. NEW 36" x 46" ALUMINUM TRANSACTION WINDOW GLASS SHALL BE 3/8" SHOOTER/ATTACK RESISTANT SECURITY GLASS AS MANUFACTURED BY ARMOURED ONE OR APPROVED EQUAL.

GENERAL REMODELING NOTES (ALL SHEETS)

1. ALL DEMOLITION WORK SHALL BE CARRIED OUT IN A MANNER TO PROTECT ALL ADJACENT SURFACES WHICH REMAIN IN PLACE, PARTICULARLY FINISH SURFACES WHICH WILL REMAIN EXPOSED IN THE COMPLETED WORK. ANY DAMAGE SHALL BE REPAIRED TO MATCH SURROUNDING WORK.

2. ALL EXISTING WALLS, CEILINGS, FLOORS, SUBSTRATES AND OTHER SURFACES WHICH WILL REMAIN EXPOSED IN THE FINISHED WORK AND WHICH ARE SOILED OR DAMAGED BY DEMOLITION WORK SHALL BE PATCHED AS REQUIRED TO MATCH THE ADJACENT SURFACE. SUCH SURFACES WHICH ARE COATED WITH EXISTING PAINT SHALL BE REPAINTED WITH SUFFICIENT COATS OF PAINT TO COMPLETELY HIDE THE PATCHING WORK.

3. WHEREVER ANY EXISTING WALL, FLOOR, CEILING OR OTHER ARCHITECTURAL SURFACE OR FINISH IS DEMOLISHED, CUT, OR OTHERWISE DISTURBED BY THIS WORK, PROVIDE COMPLETE COORDINATION WITH PLUMBING, MECHANICAL AND ELECTRICAL WORK FOR REMOVAL AND/OR RELOCATION OF ANY AND ALL FIXTURES, PIPES, DUCTS, OUTLETS, SWITCHES, ETC., AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF ALL BUILDING FEATURES IN COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS.

4. PATCH HOLES IN EXISTING MASONRY WALLS TO REMAIN WHERE CONDUIT, WIRING, ANCHORS, SUPPORT BRACKETS, ETC ARE REMOVED. FILL HOLES FLUSH TO FINISH FACE OF WALL AND BLEND FINISH TO MATCH ADJACENT SURFACE TEXTURE.

5. WHEREVER ANY ITEM OF MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT IS REMOVED FROM ANY WALL, FLOOR OR OTHER SURFACE WHICH IS TO REMAIN IN PLACE IN THE FINISH WORK, THAT SURFACE SHALL BE REPAIRED AS REQUIRED TO MATCH SURROUNDING WORK AND TO RECEIVE NEW FINISHES AS SCHEDULED. SUCH REPAIR WORK SHALL BE CARRIED OUT BY THE APPROPRIATE TRADES.

6. THE CONTRACTOR SHALL CAREFULLY NOTE WHICH AREAS OF THE EXISTING BUILDING ARE NOT TO RECEIVE ANY DEMOLITION OR REMODELING WORK AND THOSE AREAS OF THE BUILDING SHALL BE PROTECTED THROUGHOUT CONSTRUCTION FROM ANY DAMAGE DUE TO WORK UNDER THIS CONTRACT, INCLUDING THE INADVERTENT REMOVAL OF ANY MATERIALS OR EQUIPMENT WHICH ARE TO REMAIN UNCHANGED.

GENERAL DEMOLITION NOTES (ALL SHEETS)

REACH GUIDELINES

22"

MIN

48"

MIN

24"

MIN

48"

MIN

24"

MIN

54"

MIN

60"

MIN

48"

MIN

18"

MIN

60"

MIN

FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDEDOOR PROVIDED WITH BOTH CLOSER AND LATCH

HINGE APPROACH, PULL SIDE LATCH APPROACH, PULL SIDEDOOR PROVIDED WITH CLOSER

HINGE APPROACH, PUSH SIDEDOOR PROVIDED WITH CLOSER AND LATCH

DOOR APPROACH AND CLEARANCES

LATCH APPROACH, PUSH SIDEDOOR PROVIDED WITH CLOSER

12"

MIN

54"

MIN

42"

MIN

FRONT APPROACH, PUSH SIDEDOOR PROVIDED W/ BOTH CLOSER AND LATCH

HINGE APPROACH, PULL SIDE

22"

MIN

36" MIN

42" MIN

MAX

10"

MIN

15". 48

" M

AX

MIN

15". 48

" M

AX

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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NOT TO SCALE

TYPICAL ACCESSIBILITY GUIDELINES

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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SECTION 06 40 00

ARCHITECTURAL WOODWORK

PART 1 - GENERAL

1.1 SUBMITTALS:A. Submit shop drawings to Owner for review. B. Submit complete specification data for solid surfacing materials for review.C. Submit actual samples of solid surfacing materials in complete range of colors and textures available

for color selection by Owner. Printed color charts in published literature are not acceptable.D. Submit catalog data for all hardware proposed for use.

1.2 STANDARDS:A. The latest edition of the Architectural Woodwork Standards (AWS) of the Architectural Woodwork

Institute (AWI) shall apply to all materials and workmanship supplied under this section and by reference is made a part of this specification.

PART 2 - PRODUCTS

2.1 SOLID SURFACE COUNTERTOPS:A. Standard: AWS Section 11, Countertops.B. Quality Grade: Premium.C. Material shall be Class I with a flame spread rating of 25 or less in accordance with ASTM E84.

Tensile strength shall be a minimum of 4,150 psi in accordance with ASTM D638.D. Colors shall be as later selected by Architect from complete range of available colors.E. Installation: AWS Section 11, Execution - Quality Grade: Premium.

PART 3 - EXECUTION

3.1 INSTALLATION:A. Standard: Architectural Woodwork Standards.B. Where cabinet work bases are in direct contact with concrete floors, provide a layer of 15 pound

building felt on floor under base to separate wood base from concrete.C. Adjust cabinet work and hardware as required so that doors and drawers operate smoothly without

warp or bind. Gaps between doors and drawers shall be even and of a uniform width throughout with corners of doors and drawers meeting squarely.

3.2 CLEAN-UP:A. Repair finish of architectural woodwork damaged during or after installation in a manner that repair

work is completely invisible in the completed work.B. Replace plastic laminate and solid surfacing material damaged during or after installation.C. Clean, lubricate and properly adjust all cabinet hardware.D. Clean construction dust and dirt from woodwork and from interior and exterior surfaces of cabinet work

and leave in first class operating condition.E. Protect millwork and architectural woodwork from damage due to subsequent construction operations

until building is turned over to Owner.

END OF SECTION 06 40 00 ARCHITECTURAL WOODWORK

SECTION 09 91 00

PAINTING

PART 1 - GENERAL

1.1 SUMMARY:A. Paint systems shall be submitted by MPI numbers complying with the specified systems indicated for

the project. Non-numbered products and submittals will be returned as not acceptable.

PART 2 - PRODUCTS:

2.1 MATERIALS:A. Provide poducts that comply with MPI standards indicated and that are listed in the latest edition of the

"MPI Approved Products List."B. Products shall comply with VOC limits of authorities having jurisdiction.C. Colors to be selected by the Owner from the full range of colors available from the manufacturer for the

paint systems selected.D. Unless otherwise noted, all painting work shall be in accordance with MPI Premium Grade finish

requirements.E. Steel Substrates, Exterior:

1. Epoxy Coating System:a. Prime Coat: Epoxy, anti-corrosive for metal, MPI #101.b. Intermediate Coat: Same as topcoat.c. Topcoat: High build epoxy, gloss, MPI #98.

F. Gypsum Board, Plaster Substrates, Interior, Walls:1. Institutional Low-Odor/VOC Latex System:

a. Prime Coat: Primer sealer, interior, institutional low odor/VOC, MPI #149.b. Intermediate Coat: Latex, interior, instutional low odor/VOC, matching topcoat.c. Topcoat: Latex, interior, instiutional low oder/VOC, (Gloss Level 3), MPI #145.

F. Gypsum Board, Plaster Substrates, Interior, Ceilings, Soffits, Bulkheads:1. Latex System:

a. Prime Coat: Primer sealer, latex, interior, MPI #50.b. Intermediate Ooat: latex, interior matching topcoat:c. Topcoat: Latex, interior, flat, (Gloss Level 1), MPI #53.

PART 3 - EXECUTION:

3.1 CONDITION OF SURFACES:A. Carefully examine the work of other trades; do not proceed until satisfied that materials are in the

proper condition for painting.B. Clean surfaces to be painted before applying paint or surface treatments. All surfaces shall be clean,

dry and smooth.C. Determine moisture content of surfaces to be painted by appropriate tests. Do not paint over surfaces

with moisture content of more than 12%.

3.2 PREPARATION OF SURFACES:A. Steel: Remove grease, rust and scale by wire brushing or sand blasting as necessary. Replace any

primer or galvaninzing removed by this operation.B. Plaster: Fill all holes and cracks; do not use sandpaper unless directed by Owner.C. Existing Wood: Remove any defective or loose finish to bare wood. Sand surrounding areas and

normally bonded finish to a sound, smooth, clean condition.D. Existing Ferrous Metal: Remove any defective or loose finish to bare metal. Wire brush any rusted

areas until all rust is removed. Prime base metal immediately with suitable metal primer.E. Existing Plaster, Gypsum Board and Concrete Masonry Units: Prepare same as for existing wood

except do not sand.

3.3 PROTECTION:A. Remove all hardware, plates, fixtures and similar items in place and not to be painted, or provide

adequate surface applied protection. Store securely. Such items shall be properly reinstalled by workers skilled in the trades involved.

3.4 APPLICATION:A. Spray painting will be permitted wherever practical; however, excess thinning will not be permitted and

complete surface coverage shall be equal to that of first class brush work. Do not spray paint concrete block unless it is immediately back-rolled.

B. Do all touch-up and clean-up at the completion of this work to leave all surfaces in a finished condition.C. Unless otherwise noted in the Contract Documents, all exposed surfaces on the project shall be

painted.D. Notwithstanding any of the products specified, the painting contractor shall furnish paints and painting

products that are in compliance with all Federal, State and Local environmental laws and regulations that are in effect in the location of the project at the time of installation, including the regulations of the Ozone Transport Commission (OTC). All such changes in the products shall be so noted on the submittals made under Paragraph 1.04 herein.

3.5 CLEANING UP:A. At completion of painting work, remove all empty paint containers and other trash resulting from this

work from the job site. Remove all paint spatters from all surfaces. Leave in first class condition.B. All partial cans of paint left at completion of the painting work shall be removed from the job site.

END OF SECTION 09 91 00 PAINTING

SECTION 08 71 00

DOOR HARDWARE

PART 1 - GENERAL1.1 SUMMARY:

A. Section Includes: Finish Hardware for door openings, except as otherwise specified herein.1. Door hardware for aluminum doors.2. Door hardware for other doors indicated.3. Keyed cylinders as indicated.

B. Related Sections:1. Division 6: Rough Carpentry.2. Division 8: Aluminum Doors and Frames3. Division 26 Electrical4. Division 28: Electronic Security

C. References: Comply with applicable requirements of the following standards. Where these standards conflict with other specific requirements, the most restrictive shall govern.

1. Builders Hardware Manufacturing Association (BHMA)2. NFPA 101 Life Safety Code3. NFPA 80 -Fire Doors and Windows4. ANSI-A156.xx- Various Performance Standards for Finish Hardware5. UL10C – Positive Pressure Fire Test of Door Assemblies6. ANSI-A117.1 – Accessible and Usable Buildings and Facilities7. DHI /ANSI A115.IG – Installation Guide for Doors and Hardware8. ICC – International Building Code

D. Intent of Hardware Groups1. Should items of hardware not definitely specified be required for completion of the Work, furnish such items of type and quality comparable to adjacent hardware and appropriate for service required.2. Where items of hardware aren’t definitely or correctly specified, are required for completion of the Work, a written statement of such omission, error, or other discrepancy to be submitted to Owner, prior to date specified for receipt of bids for clarification by addendum; or, furnish such items in the type and quality established by this specification, and appropriate to the service intended.

1.2 WARRANTY:A. Refer to Conditions of the ContractB. Manufacturer’s Warranty:

1. Closers: Thirty years2. Exit Devices: Five Years3. Locksets & Cylinders: Three years4. All other Hardware: One year.

1.3 OWNER’S INSTRUCTION:A. Instruct Owner’s personnel in operation and maintenance of hardware units.

1.4 MAINTENANCE:A. Extra Service Materials: Deliver to Owner extra materials from same production run as products installed. Package products with protective covering and identify with descriptive labels.

1. Special Tools: Provide special wrenches and tools applicable to each different or special hardware component.2. Maintenance Tools: Provide maintenance tools and accessories supplied by hardware component manufacturer.3. Delivery, Storage and Protection: Comply with Owner’s requirements for delivery, storage and protection of extra service materials.

B. Maintenance Service: Submit for Owner’s consideration maintenance service agreement for electronic products installed.

PART 2 - PRODUCTS

2.1 MANUFACTURERS:A. The following manufacturers are approved subject to compliance with requirements of the Contract Documents. Approval of manufacturers other than those listed shall be by Owner.

Item: Manufacturer: Approved:Gate Hinges/Closers D&D TechnologiesContinuous Hinges Stanley Select, ABHCylinders Best No Substitute Facility StandardExit Devices Precision Von Duprin 98-32D, Sargent 80-19-GL Weatherized Exit Devices Detex Weatherized DevicesClosers Stanley D-4550Dorma 8900, Norton 7500Access Control System KABA E-PLEX No Substitute (Facility Standard)Pulls Trimco Burns, Rockwood

2.2 MATERIALS:A. Exit Devices shall:

1. Tested and approved by BHMA for ANSI 156.3, Grade 1 2. Furnish UL or recognized independent laboratory certified mechanical operational testing to 10 million cycles minimum.3. Non-fire rated exit devices shall have cylinder dogging.4. Touchpad shall be “T” style5. Exposed components shall be of architectural metals and finishes.6. Lever design shall match lockset lever design7. Provide strikes as required by application.8. Fire exit devices to be listed for UL10C9. UL listed for Accident Hazard10. Shall consist of a cross bar or push pad, the actuating portion of which extends across, shall not be less than one half the width of the door leaf.11. Weatherized Exit Devices shall be designed and warranted for full exposure to the weather elements and temperature extremes.

B. Cylinders:1. Provide the necessary cylinder housings, collars, rings & springs as recommended by the manufacturer for proper installation.2. Provide the proper cylinder cams or tail piece as required to operate all locksets and other keyed hardware items listed in the hardware sets.3. Coordinate and provide as required for related sections.

2.3 KEYS AND KEYING:A. Provide keyed brass construction cores and keys during the construction period. Construction control and operating keys and core shall not be part of the Owner's permanent keying system or furnished in the same keyway (or key section) as the Owner's permanent keying system. Permanent cores and keys (prepared according to the accepted keying schedule) will be furnished to the Owner.B. Cylinders, removable and interchangeable core system: Best Standard 7-pin.C. Permanent keys and cores: Stamped with the applicable key mark for identification. These visual key control marks or codes will not include the actual key cuts. Permanent keys will also be stamped "Do Not Duplicate."D. Transmit Grand Masterkeys, Masterkeys and other Security keys to Owner by Registered Mail, return receipt requested.E. Furnish keys in the following quantities:

1. 1 each Grand Masterkeys2. 4 each Masterkeys3. 2 each Change keys each keyed core4. 15 each Construction masterkeys5. 1 each Control keys

F. The Owner, or the Owner's agent, will install permanent cores and return the construction cores to the Hardware Supplier. Construction cores and keys remain the property of the Hardware Supplier.G. Keying Schedule: Arrange for a keying meeting, and programming meeting with Architect Owner and hardware supplier, and other involved parties to ensure locksets and locking hardware, are functionally correct and keying and programming complies with project requirements. Furnish 3 typed copies of keying and programming schedule to Owner.

PART 3 - EXECUTION

3.1 EXAMINATIONA. Verification of conditions: Examine doors, frames, related items and conditions under which Work is to be performed and identify conditions detrimental to proper and or timely completion.

1. Do not proceed until unsatisfactory conditions have been corrected.

3.2 HARDWARE LOCATIONS:A. Mount hardware units at heights indicated in the following publications except as specifically indicated or required to comply with the governing regulations.

1. Recommended Locations for Builder’s Hardware for Standard Steel Doors and Frames, by the Door and Hardware Institute (DHI).2. Recommended locations for Architectural Hardware for flush wood doors (DHI).

3.3 INSTALLATION:A. Install each hardware item per manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on the substrate. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation.B. Conform to local governing agency security ordinance.C. Install Conforming to ICC/ANSI A117.1 Accessible and Usable Building and Facilities.

1. Adjust door closer sweep periods so that from the open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the landing side of the door.

D. Installed hardware using the manufacturers fasteners provided. Drill and tap all screw holes located in metallic materials. Do not use “Riv-Nuts” or similar products.

3.4 FIELD QUALITY CONTROL AND FINAL ADJUSTMENTA. Contractor/Installers, Field Services: After installation is complete, contractor shall inspect the completed door openings on site to verify installation of hardware is complete and properly adjusted, in accordance with both the Contract Documents and final shop drawings.

1. Check and adjust closers to ensure proper operation.2. Check latchset, lockset, and exit devices are properly installed and adjusted to ensure proper operation.

a. Verify levers are free from binding.b. Ensure latchbolts and dead bolts are engaged into strike and hardware is functioning.

3. Report findings, in writing, to architect indicating that all hardware is installed and functioning properly. Include recommendations outlining corrective actions for improperly functioning hardware if required.

3.5 SCHEDULE OF FINISH HARDWARE:

Manufacturer List

Code NameBE Best Access SystemsD&DT D & D TechnologiesDE DetexDM Dorma Door ControlsKABA KABA/ILCONA National GuardPR PrecisionSD Stanley Door ClosersST StanleyTR Trimco

Option ListCode DescriptionN Thru-Bolt w/ Flow-ThruW WeatherizedCD CYLINDER DOGGINGKL KEY LOCKABLE COVERLD Less Dogging3RO Prefix option for 2000 Apex Series48" 48" Door WidthFB-4 FUSED TERMINAL BOARDS988 STANDARD. STRIKE - NARROW STILE RIMKEYWAY - Keyway (Specify)P45-180D Drop Plate for Narrow Top RailP45HD-110 Spacer Block HD Arm on RabbetP45HD-112 Angle Brkt. - Shoe Support HD Arms10-24 SSMS/LA STAINLESS MACHINE SCREWS/LEAD ANCHOR

Finish List Code DescriptionAL Aluminum626 Satin Chromium Plated630 Satin Stainless Steel689 Aluminum PaintedGRN Green

Hardware Sets

SET #01Doors: GATES2 SureClose HD Gate 75108224m x Flush Mtd. x Snap Action 626 D&DT

Hinge/Closer1 Weatherized Rim Exit Device 10 x W x LD x coordinate with E-PLEX TRIM 630 DE1 E-Plex Exit Trim E5710 B WL x 7542400001 Antenna 626 KABA1 Construction Core 1C-7 x Construction Core GRN BE1 Core 1C-7_2 x Keyway as Required 626 BE

NOTE: Coordinate the hinge/closer and exit device with the gate manufacturer. Gate stop to be furnished by the gate manufacturer. Install a bead of clear silicone caulk around the E-PLEX trim and gate surface for added weather resistance. Free egress at all times. Presentation of a valid card/pin unlocks the outside lever for ingress. Outside key override is available for ingress if needed.

SET #02

Doors: 100B and 100D1 Continuous Hinge 661HD UL x LAR AL ST1 Exit Device 3RO 2108 48" CD S988 630 PR1 E-Plex Exit Trim E5710 B WL x 7542400001 Antenna 626 KABA1 Core 1C-7 x Keyway as Required 626 BE1 Construction Core 1CA CONSTRUCTION CORE BRASS BE1 Mortise Cylinder 1E-74 STD 626 BE1 Electric Strike BES-0563LM BE1 Door Closer CLD-4551 CS P45-180D P45HD-110 P45HD-112 689 SD1 Desk Switch PD15-2 DM1 Power Supply PS532RF FB-4 KL DM

NOTE: Frame perimeter weatherstrip to be furnished by the frame manufacturer. Power Supply is shared for Doors 100B and 100D. Electric Strike can be released by remote push PD15-2 button or AiPhone. Exit device with E-Plex trim is wireless battery powered. Free egress at all times. Presentation of a valid card/pin unlocks the outside lever for ingress. Outside key override is available for ingress if needed. Template the exit device for Medium Stile Doors per Factory Template.

SET #03Doors: 100A and 100C1 Continuous Hinge 661HD UL x LAR AL ST1 Exit Device 3RO 2101 48" CD S988 630 PR1 Mortise Cylinder 1E-74 STD 626 BE1 Door Pull 1191-4 N 630 TR1 Door Closer CLD-4551 CS P45-180D P45HD-110 P45HD-112 689 SD

NOTE: Frame perimeter weatherstrip to be furnished by the frame manufacturer. Free egress at all times. Template the exit device for Medium Stile Doors per Factory Template.

END OF SECTION 087100 DOOR HARDWARE

UP

A-201

OFFICE /WAITING

109

WORKROOM

113

STOR

114

PRINCIPAL

110

STOR

112

COATS

111

CORRIDOR

100 STAIR 1

S1

COUNSELOR/NURSEOFFICE

106

STOR

107

COATS

108

TLT

104 CLINIC

105

WM TLT

102

M TLT

103

JAN

101

A4

A-401

A4

EQUIPSTOR

127

MECHCOURT

128

VESTIBULE

126

ELEVEQUIP

125

MECH/ELEC

124

ELEC RM

129

MECH

123

JAN

120

LOCKERS

121TLT

122

DRYSTORAGE

118

OFFICE

117

CORRIDOR

119

STAIR

S2

KITCHEN

116

CAFETERIA

115

14' -

4 1

/2"

A-401

A3

A-201

C3

A-201

D4

D1 J

PROVIDE ONE (1) 1/2" CONDUIT FROMTHE AIPHONE JUNCTION BOX TO THEAIPHONE MASTER STATION LOCATED INOFFICE/WAITING 109 FOR LOW-VOLTAGECABLING. LOW-VOLTAGE CABLING ANDCONNECTIONS TO BE PROVIDED ANDINSTALLED BY THE AIPHONE INSTALLER.

CONDUIT SHALL BE RUN UP HIGHINSIDE THE GYMNASIUM AND SHALLBE HELD TIGHT TO THE WALL. PAINTCONDUIT TO MATCH THE COLOR OFTHE EXISTING WALL.

4"X4" PULL BOX

CONDUIT SHALL BE RUN EXPOSED AND TIGHT TO THE BOTTOM OF THE EXTERIOR CANOPY AT THIS LOCATION. PAINT CONDUIT TO MATCH THE COLOR OF THE EXISTING CANOPY.

CONDUIT SHALL BE RUN CONCEALED ABOVETHE ACCESSIBLE CEILINGS IN FINISHED SPACES

J

A-401

C2

EQ EQ

6' -

0"

7' -

6"

6' -

6"

100B

100A

100D

100C

ELECTRICAL LEGEND

JUNCTION BOX

PULL BOX

CONDUIT TURN DOWN

EXPOSED CONDUIT

CONCEALED CONDUIT

J

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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12-2

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18106-0

1

NS

D

CS

S

NS

D

SCALE:A-101 1/8" = 1'-0"

A2 OVERALL FIRST FLOOR PLAN PLAN NORTH

TRUE NORTH

GENERAL DEMOLITION NOTES & GENERAL REMODELING NOTES ON SHEET A-001

A3A-301

4' -

3"

10"

7' -

2"

VIF1 1/4"

EQ EQ

4 1/2"

4' - 1"

FF

FF

EXIST LIGHT TO REMAIN

EXIST LIGHT TO REMAIN

NEW 18W"x24D"x66"H VISITOR MANAGEMENT WHEELED KIOSK, NIC

VIF

8' -

3"

NEW AIPHONE, NIC

NEW AL SF

6' - 5"

4 1/2"

7' - 6"

NEW AL SF

7' -

2"

10"

GYP BD WALL

6' - 0"

TYPE B GL

TYPE A GLTYPE A GL

A-201

A1

GYP BD WALL

CAREFULLY CUT AND REMOVE EXIST CLG TRIM ONLY AS REQ'D FOR THE INSTALLATION OF NEW WALL AS SHOWN

8' -

0"

8' -

0"

A-602

C1

A-602

C1

FIRST FLOOREL +0' - 0"

25' - 1"

A2

A-301

A1

A-301

HSS 4"x4"x3/16" POST, TYP

CORRUGATED MTL PANELS ON CONT HSS 4x2x3/16" HORIZONTALS

EXIST MASONRY EXIST

MASONRY

FORMED BRAKE MTL TRIM, TYP

A-601

A4

7' -

0"

GATE 1

4' - 0"

GAP1/2"

GAP1/2"

GAP1"

2" 2"V

IF7"

2"2"

2"

2"

VIF4 3/4"

2"

± 7 1/4"

± 1

1"



CORRUGATED MTL PANELS ON CONT HSS 4x2x3/16" HORIZONTALS


7' -

0"

GAP1/2"

GAP1/2"

GATE 2

4' - 0"


4' - 8"

2' -

6"


CMP, TYP

CONT HSS 4x2x3/16" HORIZONTALS, TYP

AIPHONE


4' - 0" 8"

4' -

10"

1' - 0" 1' - 0"

TYPE B GL

PREFINISHED AL SF FRM

(2) MOCKETT SWS4A COUNTER SUPPORTS OR APPROVED EQ, FINISH: SSS

SOLID SURFACE COUNTERTOP

TSS-MK-2 TALK THRU BY TOTAL SECURITY SOLUTIONS OR APPROVED EQ, COORDINATE HOLE SIZE AND LOCATION W/ GLASS MANUF

2' -

10"

3' -

10"

3' - 0"

2" 2' - 8" 2"

2"3'

- 8

"

FF

1" C

LEA

R

ANODIZED ALUM U CHANNEL FOR 3/8" THICK GLASS, COORDINATE INSTALLATION W/ GLAZING AND STOREFRONT

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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CS

S

NS

D

SCALE:A-201 3/8" = 1'-0"

A4 INTERIOR ELEVATION - EAST

SCALE:A-201 1/2" = 1'-0"

C3 EXTERIOR ELEVATION - NORTH

SCALE:A-201 1/2" = 1'-0"

D4 EXTERIOR ELEVATION - SOUTHSCALE:A-201 1/2" = 1'-0"

D1 EXTERIOR ELEVATION - WEST

SCALE:A-201 1 1/2" = 1'-0"

A1 INTERIOR ELEVATION - TRANSACTION WDW

HSS 6"x2"x3/16" GATE FRAMING, FULLY WELDED, PROVIDE 1/4" CAP PLATES AT ALL OPEN ENDS

FORMED BRAKE MTL TRIM


CMP

FASTENER, TYP

FASTENER, TYP

HSS 4"x4"x3/16" POST BEYOND W/ 1/4" CLOSURE PLATE, TYP

A-601

A5

7' -

0"

4' -

0"

39 3

/4"

2' - 0"

HSS 4"x2"x3/16" (TYP) W/ 1/4" CLOSURE PLATE AND CMP BEYOND, TYP

A-601

A2 CONC CAISSON. REFER TO DETAIL B5/A-501

FASTENER, TYP

1/4" CLOSURE PLATE, TYP

A-601

A1

7' -

0"

4' -

0"



CMP


CONT HSS 4x2x3/16" HORIZONTALS (TYP) W/ 1/4" CLOSURE PLATE, TYP

EXIST CONC SIDEWALK

2' -

0"

2' -

0"

2' -

0"

2' - 0"

CONC CAISSON. REFER TO DETAIL B5/A-501

A-501

D1

A-501

C1

FASTENER, TYP

FASTENER, TYP

FASTENER, TYP

A3

A-501


SECURE SIDETHREAT SIDE

TYPE B GL

MTL STUD BOX HEADER

3 5/8" MTL STUDS @ 16" OC MAX

ANCHOR TO EXIST FRM

SEALANT, EA SIDE

5/8" GYP BD

BULLET RESISTANT SHEATHING

PREFINISHED AL SF FRM, BEYOND

EXIST CLG

EXIST FIN TO REMAIN

A-501

B2 OPP

A-501

D2 OPP


(2) MOCKETT SWS4A COUNTER SUPPORTS OR APPROVED EQ, FINISH: SSS

2' -

10"

TSS-MK-2 TALK THRU BY TOTAL SECURITY SOLUTIONS OR APPROVED EQ, COORDINATE HOLE SIZE AND LOCATION W/ GLASS MANUF

1' -

8"

4' -

10"

4 1/2"1' - 0"

3' -

10"

B3

A-501

A-501

D3

A-501

C3

BASE, EA SIDE

C3

A-602


5/8" GYP BD


PREFINISHED AL SF FRM BEYOND

EXIST CLG

± 8

' - 0

"

MTL STUD BOX HEADER

THREAT SIDESECURE SIDE

A-501

B2

A-501

C2

EXIST FIN TO REMAIN

BASE, EA SIDE



5/8" GYP BD


ANCHOR TO EXIST FRM

EXIST CLG

VIF

± 8

' - 0

"

MTL STUD BOX HEADER

A-501

B2


A-501

D2

EXIST FIN TO REMAIN

BASE, EA SIDE

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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S

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D

SCALE:A-301 1 1/2" = 1'-0"

A1 WALL SECTION- GATE, TYPSCALE:A-301 1 1/2" = 1'-0"

A2 WALL SECTION - FENCE, TYPSCALE:A-301 1 1/2" = 1'-0"

A3 WALL SECTION - TRANS WDWSCALE:A-301 1 1/2" = 1'-0"

A4 WALL SECTION - GYP BDSCALE:A-301 1 1/2" = 1'-0"

A5 WALL SECTION - GYP BD TO CLG

SF

02

SF

01

A-602

D4

A-201 A4

A3

A-301

7' -

6"

4 1/

2"6'

- 6

"6'

- 0

"6'

- 0

"4

1/2"

A-602

C3

5' -

0"

A5

A-301

EQ EQ

11

2

2

3

3

4

5

5

6

A4

A-301

EQ EQ

EXIST TRIM

7

100A 100B

100C 100D

3' - 0" 3' - 0"

13' - 4"

3' - 0" 3' - 0"

EQ

EQ

3' -

0"

18" MIN

±1' - 11 1/4A-501

B3

9

1011

11

J12

13

PLAN REMODELING NOTES (ALL SHEETS)

1(NOTED ON PLANS THUS )

1. CAREFULLY CUT AND REMOVE EXISTING WALL TRIM ONLY AS REQUIRED FOR THE INSTALLATION OF NEW WALL AS SHOWN. COORDINATE WITH ELECTRICAL TRADES AND OWNER REGARDING ANY RELOCATION OF ELECTRICAL UTILITIES OR EXISTING LOW VOLTAGE EQUIPMENT.

2. CAREFULLY CUT AND REMOVE EXISTING WALL TRIM ONLY AS REQUIRED FOR THE INSTALLATION OF NEW ALUMINUM STOREFRONT AS SHOWN. COORDINATE WITH ELECTRICAL TRADES AND OWNER REGARDING ANY RELOCATION OF ELECTRICAL UTILITIES OR EXISTING LOW VOLTAGE EQUIPMENT.

3. INSTALL NEW WALL AS DETAILED. PROTECT ALL EXISTING FLOOR, WALL AND CEILING FINISHES FROM DAMAGE DURING THIS OPERATION TO THE GREATEST EXTENT POSSIBLE. ANY DAMAGE DONE TO THESE EXISTING FINISHES SHALL BE PATCHED AS REQUIRED TO MATCH EXISTING SURROUNDING WORK INCLUDING ANY PAINTING REQUIRED TO MATCH EXISTING AND COMPLETELY HIDE THE PATCHES.

4. 36" x 46" ALUMINUM TRANSACTION WINDOW WITHIN NEW WALL AS DETAILED. COORDINATE WITH ELECTRICAL TRADES AND OWNER REGARDING ANY ELECTRICAL UTILITIES NECESSARY FOR THE OPERATION OF THE TRANSACTION WINDOW.

5. INSTALL NEW ALUMINUM STOREFRONT, DOORS AND HARDWARE AS INDICATED AND AS SPECIFIED. PROTECT ALL EXISTING FLOOR, WALL AND CEILING FINISHES FROM DAMAGE DURING THIS OPERATION TO THE GREATEST EXTENT POSSIBLE. ANY DAMAGE DONE TO THESE EXISTING FINISHES SHALL BE PATCHED AS REQUIRED TO MATCH EXISTING SURROUNDING WORK INCLUDING ANY PAINTING REQUIRED TO MATCH EXISTING AND COMPLETELY HIDE THE PATCHES. COORDINATE WITH ELECTRICAL TRADES AND OWNER REGARDING ANY ELECTRICAL UTILITIES NECESSARY FOR THE OPERATION OF THE SECURITY SYSTEM.

6. CAREFULLY REMOVE AND RELOCATE EXIST AIPHONE WHERE INDICATED. CARE SHALL BE TAKEN TO FULLY PROTECT EXISTING FINISHES THAT ARE TO REMAIN AND TO RESTRICT DUST AND OTHER CONSTRUCTION DEBRIS WITHIN THE IMMEDIATE CONSTRUCTION AREA ONLY, AND TO PREVENT CONTAMINATION OF ADJACENT AREAS THAT REMAIN IN USE BY THE OWNER. COORDINATE WITH ELECTRICAL TRADES AND OWNER REGARDING ANY ELECTRICAL UTILITIES NECESSARY FOR THE OPERATION OF THE AIPHONE. PATCH EXISTING WALL AS REQUIRED.

7. THIS CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) CATEGORY 6 CABLES FROM THE NEAREST I.T. CLOSET TO THE NEW DATA DEVICE AT THIS LOCATION. COORDINATE THE LOCATION OF THE NEAREST I.T. CLOSET WITH THE OWNER IN THE FIELD. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED CABLING, TERMINATIONS, RACEWAYS, BOXES, ETC. REQUIRED FOR THE NEW DATA OUTLET. CONNECT THE NEW CABLES TO THE EXISTING NETWORK SWITCH AS DIRECTED BY THE OWNER.

8. INSTALL NEW EXTERIOR FENCE, GATE AND POSTS WHERE INDICATED. PROTECT ALL EXISTING GROUND AND WALL FINISHES FROM DAMAGE DURING THIS OPERATION TO THE GREATEST EXTENT POSSIBLE. ANY DAMAGE DONE TO THESE EXISTING FINISHES SHALL BE PATCHED AS REQUIRED TO MATCH EXISTING SURROUNDING WORK INCLUDING ANY PAINTING REQUIRED TO MATCH EXISTING AND COMPLETELY HIDE THE PATCHES.

9. DOOR 100B STRIKE: PROVIDE AND INSTALL ONE (1) VERTICAL RUN OF SINGLE-CHANNEL SURFACE METAL RACEWAY FROM A SURFACE MOUNTED BOX (INSTALLED UP HIGH ON THE EXISTING WALL IN THE ADJACENT VESTIBULE) INTO THE MULLION AT THIS LOCATION FOR LOW-VOLTAGE WIRING TO THE ELECTRIC DOOR STRIKE. PROVIDE AND INSTALL ONE (1) 1/2" CONDUIT FROM ABOVE THE ACCESSIBLE CEILING IN OFFICE/WAITING 109 AND TERMINATE THE CONDUIT INTO THE BACK OF THE NEW SURFACE MOUNTED BOX. THE SURFACE RACEWAY SHALL BE ONE-PIECE TYPE WITH SINGLE COMPARTMENT, NOMINAL 3/4" WIDE. THE SURFACE MOUNTED BOX SHALL BE BY THE RACEWAY MANUFACTURER AND SHALL BE COMPATIBLE FOR USE WITH THE SURFACE RACEWAY. COORDINATE THE COLOR OF THE SURFACE RACEWAY AND BOX WITH THE OWNER PRIOR TO INSTALLATION. COORDINATE THE EXACT ROUTING OF THE SURFACE RACEWAY WITH THE ACCESS CONTROL SYSTEM INSTALLER IN THE FIELD TO MINIMIZE THE AMOUNT OF EXPOSED RACEWAY. THE LOW-VOLTAGE WIRING WITHIN THE SURFACE RACEWAY AND MULLIONS TO THE ELECTRIC STRIKE SHALL BE BY OTHERS.

10. DOOR 100D STRIKE: PROVIDE AND INSTALL ONE (1) 1/2” CONDUIT FROM ABOVE THE ACCESSIBLE CEILING IN CORRIDOR 100 INTO THE MULLION AT THIS LOCATION FOR LOW-VOLTAGE WIRING TO THE ELECTRIC DOOR STRIKE. COORDINATE THE EXACT ROUTING OF THIS CONDUIT WITH THE ACCESS CONTROL SYSTEM INSTALLER IN THE FIELD. THE LOW-VOLTAGE WIRING WITHIN THE NEW CONDUIT AND MULLIONS TO THE ELECTRIC STRIKE SHALL BE BY OTHERS.

11. POWER SUPPLY CIRCUIT: PROVIDE AND INSTALL ONE (1) 1-POLE 20-AMP CIRCUIT BREAKER OF MATCHING FRAME, AIC RATING AND TYPE IN EMPTY SPACE #32 IN EXISTING PANEL-1A (LOCATED IN ELEC RM 129) FOR POWER TO THE ELECTRIC DOOR STRIKE POWER SUPPLY. PROVIDE 2-#12 (COPPER) AND 1-#12 (COPPER) GROUND IN 1/2" EMT CONDUIT FOR THE NEW CIRCUIT. THE NEW CONDUCTORS SHALL BE TYPE THHN OR THWN-2, 600 VOLT, 90-DEGREE C RATED. EXTEND THE NEW CIRCUIT FROM THE EXISTING PANELBOARD AND MAKE FINAL CONNECTION TO THE POWER SUPPLY AS REQUIRED BY THE SYSTEM INSTALLER. COORDINATE THE EXACT LOCATION OF THE POWER SUPPLY WITH THE ACCESS CONTROL SYSTEM INSTALLER IN THE FIELD. THE NEW CONDUIT SHALL BE RUN CONCEALED IN ALL FINISHED SPACES (EXPOSED CONDUIT IS NOT PERMITTED). UPDATE THE EXISTING PANELBOARD SCHEDULE AFTER THE NEW CIRCUIT HAS BEEN INSTALLED. PROVIDE A NEW TYPED SCHEDULE TO REPLACE THE OLD SCHEDULE (HANDWRITTEN SCHEDULES ARE NOT ACCEPTABLE).

12. PROVIDE ONE (1) SINGLE-GANG JUNCTION BOX AT THIS LOCATION FOR THE OWNER'S AIPHONE BEING RELOCATED. REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT. EXTEND THE EXISTING AIPHONE CONDUIT AND WIRING TO THE JUNCTION BOX AT THE NEW LOCATION. CONDUIT SHALL BE RUN CONCEALED IF POSSIBLE, OTHERWISE RUN SINGLE-CHANNEL SURFACE RACEWAY DOWN THE WALL IN OFFICE/WAITING 109 AND POKE THROUGH INTO THE BACK OF THE NEW JUNCTION BOX. FINAL CONNECTIONS SHALL BE MADE BY THE AIPHONE INSTALLER.

13. PROVIDE ONE (1) 4"X4" JUNCTION BOX ABOVE CEILING IN THIS SPACE TO TRANSITION TO SURFACE RACEWAY. RUN SINGLE-CHANNEL SURFACE RACEWAY FROM ABOVE CEILING TO THE AIPHONE MASTER STATION FOR LOW-VOLTAGE CABLING.

14. PROVIDE ONE (1) SINGLE-GANG JUNCTION BOX AT THIS LOCATION FOR THE OWNER'S AIPHONE. REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT.

15. CONDUIT SHALL TURN DOWN ALONG THE INSIDE WALL AND SHALL POKE THROUGH INTO THE BACK OF THE JUNCTION BOX.

A-201

D4

8

GATE 2

4' - 0"

5' - 2 1/2" 4' - 4" 1' - 10"

TYP

± 3

' - 9

1/2

"

4"

A2

A-301

A1A-301

A-501

A5

A-501

A5

A-201

C3

D1

EXIST DS

6

4' -

8"

4' -

0"

8"

A2

A-301A1

A-301A-501

A5

A-601

D4

A-601

C4

A-501

A3

8

8 TYP

TYP

6' - 5" 6' - 6" 6' - 6" 4' - 4" 1' - 4"

0"±

1' -

8 1

/2"

GATE 1

4' - 0" 1' - 6" MIN

A-501

A5

7' - 0"

J1415

ELECTRICAL LEGEND

JUNCTION BOX

PULL BOX

CONDUIT TURN DOWN

EXPOSED CONDUIT

CONCEALED CONDUIT

J

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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SCALE:A-401 1/2" = 1'-0"

A4 ENLARGED PLANSCALE:A-401 1/2" = 1'-0"

A3 EXTERIOR FENCE

SCALE:A-401 1/2" = 1'-0"

C2 EXTERIOR FENCE

PLAN NORTH

TRUE NORTH

GENERAL DEMOLITION NOTES & GENERAL REMODELING NOTES ON SHEET A-001

EXIST DOORS TO REMAIN

7/8" CMP 24 GA STL PANEL

HSS 4"x2"x3/16" (TYP)

EXIST BUILDING

BREAK MTL EDGE CAP

1/2" ALL THREAD RODS AT 16" OC

ADHERE W/ HILTI HY 70 OR APPROVED EQ. PROVIDE SCREEN TUBES AS REQ'D.

6"

L4x4x1/4" - REST ON CONC BELOW, SIDEWALK OR T.O. FOOTING, TOP @ 7'-0" ABOVE GRADE OR SIDEWALK

3/16 2"TYP

1" 2"FASTENER

7/8" CMP 24 GA STL PANEL

NEW HSS 4"x4"x3/16" POST, TYP

HSS 4"x2"x3/16" LLV, TYP

3/16 2"TYP

4' -

0"

7' -

0"

UO

N

3" C

LR

2" CLR

FIN GRADE OR SIDEWALK 2'-0" DIA CONC

CAISSON REINF. W/ 8 #4 VERTICALS AND #3 TIES @ 6" OC

HSS 4"x4"x3/16" POST

1/4" CAP PLATE

PROVIDE POSITIVE DRAINAGE AWAY FROM POST

2' - 0"

10" 4" 10"


CMP

FASTENER

2"

3/4"

7/8"

FORMED BRAKE MTL TRIM, 1/4" DIA WEEPS @ 24" OC

FASTENER

CMP

2"

3/4"

7/8"

FASTENER @ 16" OC MAX

EXIST FIN TO REMAIN

4" RUBBER BASE, EA SIDE



5/8" GYP BD

3 5/8" MTL STUD FRAMING

ANCH TO EXIST FRM

SEALANT, EA SIDEEXIST CLG

MTL STUD BOX HEADER

5/8" GYP BD



BLOCKING

MTL STUD BOX HEADER

5/8" GYP BDBULLET RESISTANT SHEATHING


A3

A-301SECURE SIDE

THREAT SIDE

3' - 0"



TYPE B GL

5/8" GYB BD



1' -

0"

4 1/

2"

4 1/

2"


A-501

D4

A-501

D4 SIM

SHIM AS REQD W/ CONT SEALANT & BACKER ROD, EA SIDE

MTL STUD BOX HEADER


TYPE B GL

2"

3/8"4 1/2"

EQ EQ

5/8" GYB BD



WALL BEYOND


SEALANT, ALL SIDES

3/8"

4 1/2"

1 1/

2"

3 5/8" MTL STUD FRAMING 5/8" GYP BD


ANODIZED ALUM U CHANNEL FOR 3/8" GLASS

TYPE B GL

WALL BEYOND

3/4"

1" C

LEA

R

SHIM AS REQD W/ CONT SEALANT & BACKER ROD, EA SIDE


TYPE B GL

5/8" GYB BD




FASTENER, TYP

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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D

SCALE:A-501 3" = 1'-0"

A5 DETAIL - CONN @ WALL, TYPSCALE:A-501 3" = 1'-0"

A3 DETAIL - HORIZONTAL TO POST CONN, TYP

SCALE:A-501 1 1/2" = 1'-0"

B5 NEW POST ELEVATION, TYP

SCALE:A-501 12" = 1'-0"

D1 DETAIL - TRIM @ TOP, TYP

SCALE:A-501 12" = 1'-0"

C1 DETAIL - TRIM @ FENCE BOT

SCALE:A-501 3" = 1'-0"

B2 DETAIL - GYP BD SILL

SCALE:A-501 3" = 1'-0"

D2 DETAIL - GYP BD HEAD, FULL HGT

SCALE:A-501 3" = 1'-0"

C2 DETAIL - GYP BD HEAD

SCALE:A-501 1 1/2" = 1'-0"

B3 DETAIL - TRANSACTION WDW, PLAN

SCALE:A-501 3" = 1'-0"

D3 DETAIL - TRANS WDW HEAD

SCALE:A-501 3" = 1'-0"

C3 DETAIL - TRANS WDW SILL

SCALE:A-501 3" = 1'-0"

D4 DETAIL - TRANS WDW JAMB @ WALL

A

RE

F S

CH

ED

3' -

6"

10"

2' -

4"

8"2'

- 7

"

1/2"

6 1/

2" 5"

1/2"

2' - 1"

1/2"

5"

3' - 0"

4"4"

GL- 6

GL- 6

DR

PATCH/REPAIR FLRTO MATCH EXIST FLR SURFACES


1 3/4"

4 1/2"

39 3

/4"

7' -

0"

6"6"

6"

6"

7' -

0"

2"2'

- 6

3/4

"2"

1' -

2"

2"2'

- 7

1/4

"2"

BACK FRONTB

6' -

10"

6" 3' - 0" 6" 1"2"6"

2' -

4 3

/4"

6"2'

- 6

1/4

"6"

1" 4' - 0"

2" 3' - 9" 2"

9 3/4" 2"

3" 3' - 6" 4"

4' - 1"4' - 1"

2"6'

- 6

"2"

6' -

10"



CMP

CMP

HSS 4"x2"x3/16" (TYP)



FASTENER, TYP

FASTENER, TYP

1" 1" 2"

2"

3/4"

4"

7/8"


CMP

HSS 4"x4"x3/16" POST

FASTENER, TYP

2" 2" 1"

1" 2"


3/4"

3"

7/8"

7/8"

NOTES:1. CONFIRM REQUIRED SIZE OF STEEL PLATE

WITH ACTUAL HARDWARE DIMENSIONS

A5

A-601

EQ

EQ

10 3/4"x14"x1/8" THICK PLATE STEEL WELDED TO GATE FRAME, EASE ALL EXPOSED EDGES, FINISH TO MATCH FRAME

GATE FRAME BEYOND


GATE HARDWARE WHERE OCCURS, REFER TO SPECIFICATIONS

CMP

±1/

2" M

IN±

1/2"

MIN

1/8" THICK PLATE STEEL WELDED TO GATE FRAME, EASE ALL EXPOSED EDGES, FINISH TO MATCH FRAME

GATE HARDWARE, REFER TO SPECIFICATIONS

HSS 6"x2"x1/8" GATE FRAMING

FORMED BRAKE MTL TRIM, REFER TO TYPICAL DETAILS FOR SIMILAR

FORMED BRAKE MTL TRIM, REFER TO TYPICAL DETAILS FOR SIMILAR

CMP

CMP

1. SEE SPECIFICATIONS, SHEET A-002, FOR HARDWARE SETS. PREPARE GATE FRAMES AS REQUIRED FOR INSTALLATION OF SPECIFIED HARDWARE.

2. WIDTHS SHOWN ARE FOR ROUGH OPENING SIZE. FIELD VERIFY OPENING AFTER INSTALLATION OF NEW POSTS. ADJUST WIDTHS AS REQUIRED FOR PROPER GATE FUNCTION AND INSTALLATION OF HARDWARE.

3. PROVIDE EXTERIOR GATE HARDWARE REVEAL AS SHOWN AND DETAILED IN A4&A5/A-601 AT EACH GATE.

4. ALL FRAMES SHALL BE FINISHED IN ACCORDANCE WITH SPECIFICATION SECTION 09 91 00.

GATE SCHEDULE NOTES

TYPE A



4 1/

2"

5/16

"2"

5"

DR

1. SEE SPECIFICATION, SHEET A-002, FOR HARDWARE SETS. 2. ALUMINUM STILE AND RAIL DOORS, AS MANUFACTURED BY EFCO OR APPROVED EQUAL,

FOR GLAZING AS INDICATED WITH RECTANGULAR GLAZING BEADS, WITH NOMINAL 5" VERTICAL STILES, 6 1/2" TOP RAIL, 8" HIGH INTERMEDIATE RAIL, AND 10" HIGH BOTTOM RAIL; SINGLE ACTING, SIDE SWINGING. FINISH TO MATCH STOREFRONT.

3. ALL HARDWARE FOR DOORS ABOVE SHALL BE FURNISHED BY THE HARDWARE SUPPLIER UNDER SECTION 08 71 00 DIRECTLY TO THE ALUMINUM DOOR MANUFACTURER FOR FACTORY PREPARATION AND INSTALLATION. COORDINATE WITH SECTION 08 71 00 FOR MAKING ALL HARDWARE CUTOUTS AND REINFORCING.

DOOR SCHEDULE NOTES

1/2"

6 1/

2"

5/16"1 3/4"


DR

5"



CMP

2"

3/4"

CMP7/8"

FORMED BRAKE MTL TRIM, 1/4" DIA WEEPS @ 24" OC

FASTENER

CMP

2"

3/4"

3"

CMP

7/8"

HSS 6"x2"x3/16" GATE FRAMING, FULLY WELDED

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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DOOR SCHEDULEDOOR FRAME

NUMBER TYPE MAT'L

SIZE

TYPE MAT

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

100A A AL 3' - 0" 7' - 0" 1 3/4" SF AL B1/A601 B2/A601 B3/A601

100B A AL 3' - 0" 7' - 0" 1 3/4" SF AL B1/A601 B2/A601 B3/A601

100C A AL 3' - 0" 7' - 0" 1 3/4" SF AL B1/A601 B2/A601 B3/A601

100D A AL 3' - 0" 7' - 0" 1 3/4" SF AL B1/A601 B2/A601 B3/A601

NOT TO SCALE

TYPICAL DOOR TYPES

SCALE:A-601 3" = 1'-0"

B3 DETAIL - DOOR SILL

NOT TO SCALE

TYPICAL GATE TYPE

SCALE:A-601 3" = 1'-0"

D4 GATE LOCK, TYP

SCALE:A-601 3" = 1'-0"

C4 GATE JAMB, TYP

SCALE:A-601 3" = 1'-0"

A4 GATE HARDWARE ELEV, TYPSCALE:A-601 3" = 1'-0"

A5 GATE HARDWARE SECTION, TYP

SCALE:A-601 3" = 1'-0"

B2 DETAIL - DOOR JAMB

GATE SCHEDULEDOOR FRAME

NUMBER TYPE MAT'L

SIZE DETAILS

WIDTH HEIGHT HEAD JAMB SILL

GATE 1 B MTL 4' - 0" 6' - 10" A1/A-601 C4/A-601 & D4/A-601 A2/A-602

GATE 2 B MTL 4' - 0" 6' - 10" A1/A-601 C4/A-601 & D4/A-601 A2/A-602

SCALE:A-601 3" = 1'-0"

B1 DETAIL - DR HEAD

SCALE:A-601 3" = 1'-0"

A1 DETAIL - GATE HEADSCALE:A-601 12" = 1'-0"

A2 DETAIL - TRIM @ GATE BOT

2"3'

- 5

"2"

3' -

1"

4"

C1

A-602

B2

A-601

B3

A-601

D3

A-602

D4

A-602

C4

A-602

TYPE A TYPE A

TYPE ATYPE A TYPE A

TYPE A

2" EQ 2" 3' - 0" 2" 1' - 0" 2" 3' - 0" 2" EQ 2"

± 12' - 2 1/2"

B1

A-601

7' -

2"

B2

A-601

B3

A-601

D3

A-602

C3

A-602

2" 2' - 8" 2" 3' - 0" 2" 1' - 0" 2" 3' - 0" 2" 2' - 8" 2"

2"3'

- 5

"2"

3' -

1"

4"

13' - 4"

7' -

2"

B1

A-601

TYPE A TYPE ATYPE A

TYPE A TYPE ATYPE A

C1

A-602

SHIM AS REQ'D W/ CONT SEALANT & BACKER ROD, EA SIDEPREFINISHED

AL SF FRM

TYPE A GL


EXIST WALL FACE

VIF± 1 1/4"

BREAK MTL TO MATCH SF

BREAK MTL TO MATCH STFT

BLKG

2"

4 1/

2"5/

16"

2"

4 1/

2"

SHIM AS REQ'D W/ CONT SEALANT & BACKER ROD, EA SIDE


TYPE A GL

PREFINISHED AL SF FRM, BEYOND

EXIST WALL FACE

SHIM 5/16

"

4"

4 1/2"



TYPE A GL


5/16"

SHIM

5/8" GWB



TYPE A GL


SHIM

3 5/8" MTL STUD FRAMING 4

1/2"

2"

5/16

"


DOUBLE MTL STUD BOX HEADER, TOP & BOT. SECURE TO WALL, EA SIDE

5/8" GYP BD


4 1/2"

TYPE A GL

SHIM AS REQ'D W/ CONT SEALANT & BACKER ROD, EA SIDE2"

5/16"

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

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SCALE:A-602 3/4" = 1'-0"

01 SF - 01SCALE:A-602 3/4" = 1'-0"

02 SF - 02

TYPE A - 5/16" SHOOTER/ATTACK RESISTANT SECURITY GLASS

TYPE B - 3/8" SHOOTER/ATTACK RESISTANT SECURITY GLASS

GLAZING TYPE SCHEDULE

SCALE:A-602 3" = 1'-0"

C4 SF - JAMB TO EXIST WALL DETAIL-LOW

SCALE:A-602 3" = 1'-0"

D4 SF - JAMB TO EXIST WALL DETAIL-HIGHSCALE:A-602 3" = 1'-0"

D3 SF - SILL DETAIL

SCALE:A-602 3" = 1'-0"

C3 SF - JAMB TO NEW WALL DETAILSCALE:A-602 3" = 1'-0"

C1 SF - HEAD DETAIL