March 26, 2015 TO: ALL BIDDERS OF RECORD RE: H59‐6060‐MJ: Horry Georgetown Grand Strand Culinary Building Construction ADDENDUM #5
The following items shall take precedence over the drawings and specifications for the above named project and shall become part of the Contract Documents. Where any item called for in the specifications, or indicated on the drawings is not supplemented hereby, the original requirements shall remain in effect. Where any original item is amended, voided, or suspended hereby, the provisions of such item not specifically amended, voided or superseded, shall remain in effect. PROJECT MANUAL: Section 084400 Glazed Aluminum Curtain Walls This section is added in its entirety. See Drawing corrections below for two locations of Curtain Wall, revised from Storefront. (this section in .pdf format attached to this Addendum) DRAWINGS: Sheet C‐002 At the lower right section of this site plan, near the existing walk, there is a note reading "Relocate fiber optic junction box. Coordinate with HTC." Revise the second sentence of this note to read "Coordinate with HGTC I.T. Department." Sheet A‐106 At Detail 15/A‐106, revise notation "Alum. Storefront" to "Alum. Curtain Wall". Treated wood nailer position and size may be adjusted for curtain wall attachment. Sheet A‐201 Exterior Elevations Near the middle of Elevation 4 "West Elevation", revise section flags as follows:  Revise Section Flag 6/A‐304 to read 5/A‐356.  Revise Section Flag 4/A‐304 to read 4/A‐356.  Revise Section Flag 2/A‐304 to read 3/A‐356.  Delete flag 3/A‐304. 1 of 4 H59‐6060‐MJ Addendum #5 Sheet A‐356 Wall Sections Section 5: Revise section to show steel angle lintel at ceiling line to separate storefront into upper and lower panels. (revised drawing sheet attached in .pdf format) Sheet A‐414 Storefront Details At Detail 5/A414, revise window frame from storefront to curtain wall. Nailer position may be revised as required to fit curtain wall installation. At Detail 7/A414, revise window frame from storefront to curtain wall. Nailer position may be revised as required to fit curtain wall installation. Sheet A‐415 Storefront Details Add Detail 8/A‐415, showing steel angle support/lintel between upper and lower panels at storefront E. (revised sheet in pdf format attached to addendum) Sheet A‐456 Storefront Schedule At Elevation 5, Storefront E, at right side of elevation, upper spandrel glazing section of storefront revised to a separate storefront panel from lower section. There will be a double frame profile between upper and lower sections of storefront. Add detail flag 8/A‐415 at the double frame. (revised sheet attached to addendum in .pdf format) At Elevation 11, Revise name to read "Curtain Wall M" in lieu of "Storefront M". At Elevation 13, Revise name to read "Curtain Wall O" in lieu of "Storefront O". Note: glazing will not change for these windows. (revised sheet in pdf format attached to addendum) Sheet S2.0 Foundation Plan Revise note atop concrete slab for HVAC Chiller in Service Yard from ' T.O. SLAB = 0'‐0" REF.' to 'T.O. SLAB = ‐1'‐6" REF.' RESPONSE TO QUESTIONS: 1. Elevation D1 on page A‐423 calls out Demo Kitchen‐‐Plastic Lam. Wall Panels. Please tell us where these panels are to be located. Please advise. Elevation D‐1 is meant to show plastic laminate color selections for the angled panels that are mounted on the curved wall between the two entrance doors to the Demonstration Auditorium. Elevation B1 on A‐421 shows these panels, but in the background behind the suspended light fixtures. The panels are detailed on sheet A‐605 at details C2 and F6. 2 of 4 H59‐6060‐MJ Addendum #5 2. The “Chiller Yard” floor level appears to be shown in two different configurations:  One without a base floor of concrete over the entire space, with only the chiller support slab under the chiller (see 1/A104, 2/A302, 7/A304 for example)  One with a 6” concrete floor over all the space and with the 8” chiller support slab under the chiller (see 5/A202, 8/A202, 3/A359 for example) Please provide guidance as to which configuration is correct. The concrete slab for the Chiller shall be as dimensioned in plan detail 1/A104, with thickness and reinforcing noted on sheet S2.0. This is an independent slab surrounded by a gravel drainage bed. However, the elevation for the slab noted on Sheet S2.0 (0'‐0") is incorrect. The top of slab for the Chiller shall be ‐1‐6" below the interior floor slab (see correction in Drawing section above). The slab at the service courtyard, even where shown on plans extending to the fence, does not go under the fence. The entire fence sits on its own footing, not a turned down slab. 3. May a liquid applied vapor permeable air barrier be used over the concrete masonry exterior walls in lieu of the specified adhesive backed membrane? No. Bids are to be based on specified product. 4. How do you envision the spray foam being applied to the construction of walls so as to create a smooth surface, at the correct depth, ready for rigid insulation to be applied over with no voids or bulges? Install the rigid insulation first, then spray the back side of rigid insulation. 5. Is it required to obtain "Boiler and Machinery insurance" for this project? The way the item reads, it could be interpreted in two ways. Contractor is required to purchase and maintain boiler and machinery insurance. 6. The interlayer material specified for the solid polymer resin sheets is not available in the 10 ft. lengths necessary to fit into the folding panel doors at the bistro. For this bid, in lieu the metallic interlayer, supply 3/8" thick sheets with pattern equal to Lumicor Graphics pattern "Ovalesque Print". 3 of 4 H59‐6060‐MJ Addendum #5 SUBSTITUTION REQUESTS: Section 072119 ProSeal MD‐C‐200 v3 by Icynene, Inc. is Approved as an alternate material for this specification. Section 126100 Navetta (Sumettra Plus) is Approved as a supplier for this specification. Section 283111 Silent Knight (by Honeywell) is Approved as a supplier for the following devices in this specification: Fire Alarm Control Unit (Silent Knight IFP‐1000) Fire Alarm Boxes (Silent Knight Manual Fire Boxes) Smoke Detectors (Silent Knight Electric Smoke Detector) Duct Smoke Detectors (Silent Knight Duct Detector) Heat Detector (Silent Knight Heat Detector) Notification Appliance (Silent Knight System Sensor) Remote Annunciator (Silent Knight Annunciator) Addressable Interface Device (Silent Knight Monitor Module) Addressable Interface Device (Silent Knight Control Module) END OF ADDENDUM #5 4 of 4 H59‐6060‐MJ Addendum #5 MOZINGO + WALLACE
LS3P
HORRY GEORGETOWN - GRAND STRAND
CULINARY ARTS BUILDING CONSTRUCTION
Construction Specifications
H59-6060-MJ
10/28/2014
SECTION 084400 - GLAZED ALUMINUM CURTAIN WALL
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
Section includes glazed aluminum curtain walls.
B.
Related Sections:
1.
2.
1.3
Section 088000 - Glazing
Section 079200 - Sealants
ACTION SUBMITTALS
A.
Product Data: For each type of product.
1.
B.
LEED Submittals:
1.
C.
Include construction details, material descriptions, dimensions of individual components
and profiles, and finishes.
Product Data for Credit IEQ 4.1: For glazing sealants used inside the weatherproofing
system, documentation including printed statement of VOC content.
Shop Drawings: For glazed aluminum curtain walls. Include plans, elevations, sections, full-size
details, and attachments to other work.
1.
2.
Include details of provisions for assembly expansion and contraction and for draining
moisture occurring within the assembly to the exterior.
Include full-size isometric details of each vertical-to-horizontal intersection of glazed
aluminum curtain walls, showing the following:
a.
b.
c.
d.
e.
3.
Joinery, including concealed welds.
Anchorage.
Expansion provisions.
Glazing.
Flashing and drainage.
Show connection to and continuity with adjacent thermal, weather, air, and vapor
barriers.
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HORRY GEORGETOWN - GRAND STRAND
CULINARY ARTS BUILDING CONSTRUCTION
Construction Specifications
H59-6060-MJ
10/28/2014
D.
Samples for Initial Selection: For units with factory-applied color finishes.
E.
Samples for Verification: For each type of exposed finish required, in manufacturer's standard
sizes.
F.
Delegated-Design Submittal: For glazed aluminum curtain walls indicated to comply with
performance requirements and design criteria, including analysis data signed and sealed by the
qualified professional engineer responsible for their preparation.
1.4
INFORMATIONAL SUBMITTALS
A.
Qualification Data: For Installer.
B.
Energy Performance Certificates: For glazed aluminum curtain walls, accessories, and
components from manufacturer.
1.
Basis for Certification: NFRC-certified energy performance values for each glazed
aluminum curtain wall.
C.
Product Test Reports: For glazed aluminum curtain walls, for tests performed by manufacturer
and witnessed by a qualified testing agency.
D.
Sample Warranties: For special warranties.
1.5
CLOSEOUT SUBMITTALS
A.
1.6
Maintenance Data: For glazed aluminum curtain walls to include in maintenance manuals.
QUALITY ASSURANCE
A.
Installer Qualifications: An entity that employs installers and supervisors who are trained and
approved by manufacturer.
B.
Product Options: Information on Drawings and in Specifications establishes requirements for
aesthetic effects and performance characteristics of assemblies. Aesthetic effects are indicated
by dimensions, arrangements, alignment, and profiles of components and assemblies as they
relate to sightlines, to one another, and to adjoining construction.
1.
1.7
Do not change intended aesthetic effects, as judged solely by Architect, except with
Architect's approval. If changes are proposed, submit comprehensive explanatory data to
Architect for review.
WARRANTY
A.
Special Assembly Warranty: Installer agrees to repair or replace components of glazed
aluminum curtain wall that do not comply with requirements or that fail in materials or
workmanship within specified warranty period.
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H59-6060-MJ
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Failures include, but are not limited to, the following:
a.
b.
c.
d.
e.
2.
HORRY GEORGETOWN - GRAND STRAND
CULINARY ARTS BUILDING CONSTRUCTION
Construction Specifications
Structural failures including, but not limited to, excessive deflection.
Noise or vibration created by wind and thermal and structural movements.
Deterioration of metals, metal finishes, and other materials beyond normal
weathering.
Water penetration through fixed glazing and framing areas.
Failure of operating components.
Warranty Period: 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1
PERFORMANCE REQUIREMENTS
A.
General Performance: Comply with performance requirements specified, as determined by
testing of glazed aluminum curtain walls representing those indicated for this Project without
failure due to defective manufacture, fabrication, installation, or other defects in construction.
1.
2.
Glazed aluminum curtain walls shall withstand movements of supporting structure
including, but not limited to, story drift, twist, column shortening, long-term creep, and
deflection from uniformly distributed and concentrated live loads.
Failure also includes the following:
a.
b.
c.
d.
e.
B.
Structural Loads:
1.
2.
C.
Wind Loads: As indicated on Drawings.
Other Design Loads: As indicated on Drawings.
Deflection of Framing Members: At design wind pressure, as follows:
1.
D.
Thermal stresses transferring to building structure.
Glass breakage.
Noise or vibration created by wind and thermal and structural movements.
Loosening or weakening of fasteners, attachments, and other components.
Failure of operating units.
Deflection Normal to Wall Plane: Limited to edge of glass in a direction perpendicular to
glass plane not exceeding 1/175 of the glass edge length for each individual glazing lite,
1/175 of clear span for spans up to 13 feet 6 inches (4.1 m) and to 1/240 of clear span
plus 1/4 inch (6.35 mm) for spans greater than 13 feet 6 inches (4.1 m) or an amount that
restricts edge deflection of individual glazing lites to 3/4 inch (19.1 mm), whichever is
less.
Structural: Test according to ASTM E 330 as follows:
1.
When tested at positive and negative wind-load design pressures, assemblies do not
evidence deflection exceeding specified limits.
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2.
3.
E.
Fixed Framing and Glass Area:
No evidence of water penetration through fixed glazing and framing areas when tested
according to a minimum static-air-pressure differential of 20 percent of positive windload design pressure, but not less than 6.24 lbf/sq. ft. (300 Pa).
Energy Performance: Certify and label energy performance according to NFRC as follows:
1.
2.
3.
4.
Thermal Transmittance (U-factor): Fixed glazing and framing areas shall have U-factor
of not more than 0.69 Btu/sq. ft. x h x deg F as determined according to NFRC 100.
Solar Heat Gain Coefficient: Fixed glazing and framing areas shall have a solar heat gain
coefficient of no greater than 0,35 as determined according to NFRC 200.
Condensation Resistance: Fixed glazing and framing areas shall have an NFRC-certified
condensation resistance rating of no less than 71 as determined according to NFRC 500.
Outdoor-Indoor Transmission Class: Minimum 34.
Windborne-Debris Impact Resistance: Pass missile-impact and cyclic-pressure tests when tested
according to ASTM E 1886 and testing information in ASTM E 1996 for Wind Zone 3.
1.
2.
I.
Maximum air leakage of 0.06 cfm/sq. ft. (0.30 L/s per sq. m)at a static-air-pressure
differential of 6.24 lbf/sq. ft. (300 Pa).
Water Penetration under Static Pressure: Test according to ASTM E 331 as follows:
1.
H.
10/28/2014
When tested at 150 percent of positive and negative wind-load design pressures,
assemblies, including anchorage, do not evidence material failures, structural distress, or
permanent deformation of main framing members exceeding 0.2 percent of span.
Test Durations: As required by design wind velocity, but not less than 10 seconds.
a.
G.
H59-6060-MJ
Air Infiltration: Test according to ASTM E 283 for infiltration as follows:
1.
F.
HORRY GEORGETOWN - GRAND STRAND
CULINARY ARTS BUILDING CONSTRUCTION
Construction Specifications
Large-Missile Test: For glazed openings located within 30 feet (9.1 m) of grade.
Small-Missile Test: For glazed openings located more than 30 feet (9.1 m) above grade.
Thermal Movements: Allow for thermal movements resulting from ambient and surface
temperature changes:
1.
2.
Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material
surfaces.
Thermal Cycling: No buckling; stress on glass; sealant failure; excess stress on framing,
anchors, and fasteners; or reduction of performance when tested according to
AAMA 501.5.
a.
b.
High Exterior Ambient-Air Temperature: That which produces an exterior metalsurface temperature of 180 deg F (82 deg C).
Low Exterior Ambient-Air Temperature: 0 deg F .
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2.2
HORRY GEORGETOWN - GRAND STRAND
CULINARY ARTS BUILDING CONSTRUCTION
Construction Specifications
H59-6060-MJ
10/28/2014
MANUFACTURERS
A.
Acceptable Manufacturers:
1. Kawneer
2. YKK
3. Efco
4. US Aluminum
B.
Source Limitations: Obtain all components of curtain wall system, including framing and
accessories, from single manufacturer.
2.3
FRAMING
A.
Framing Members: Manufacturer's extruded- or formed-aluminum framing members of
thickness required and reinforced as required to support imposed loads.
1.
2.
3.
4.
5.
B.
Construction: Thermally broken, 2 1/2" face by 6" to 7 1/2" depth frame, screw spline
fabrication, 1 5/16" impact resistant glazing.
Glazing System: Retained mechanically with gaskets on four sides.
Glazing Plane: Front.
Finish: Clear anodic finish.
Fabrication Method: Either factory- or field-fabricated system.
Pressure Caps: Manufacturer's standard aluminum components that mechanically retain glazing.
1.
Include snap-on aluminum trim that conceals fasteners.
C.
Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with
nonstaining, nonferrous shims for aligning system components.
D.
Materials:
1.
Aluminum: Alloy and temper recommended by manufacturer for type of use and finish
indicated.
a.
b.
c.
d.
2.
Sheet and Plate: ASTM B 209.
Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221.
Extruded Structural Pipe and Tubes: ASTM B 429/B 429M.
Structural Profiles: ASTM B 308/B 308M.
Steel Reinforcement (if required): Manufacturer's standard zinc-rich, corrosion-resistant
primer complying with SSPC-PS Guide No. 12.00; applied immediately after surface
preparation and pretreatment. Select surface preparation methods according to
recommendations in SSPC-SP COM, and prepare surfaces according to applicable SSPC
standard.
a.
b.
c.
Structural Shapes, Plates, and Bars: ASTM A 36/A 36M.
Cold-Rolled Sheet and Strip: ASTM A 1008/A 1008M.
Hot-Rolled Sheet and Strip: ASTM A 1011/A 1011M.
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2.4
HORRY GEORGETOWN - GRAND STRAND
CULINARY ARTS BUILDING CONSTRUCTION
Construction Specifications
H59-6060-MJ
10/28/2014
GLAZING
A.
Glazing: Comply with Section 088000 "Glazing."
B.
Glazing Gaskets: Manufacturer's standard sealed-corner pressure-glazing system of black,
resilient elastomeric glazing gaskets, setting blocks, and shims or spacers.
C.
Glazing Sealants: Comply with Section 088000 "Glazing."
D.
Sealants used inside the weatherproofing system shall have a VOC content of 250 g/L or less.
2.5
ACCESSORIES
A.
Fasteners and Accessories: Manufacturer's standard corrosion-resistant,
nonbleeding fasteners and accessories compatible with adjacent materials.
1.
2.
B.
2.6
Use self-locking devices where fasteners are subject to loosening or turning out from
thermal and structural movements, wind loads, or vibration.
Reinforce members as required to receive fastener threads.
Anchors: Three-way adjustable anchors with minimum adjustment of 1 inch (25.4 mm) that
accommodate fabrication and installation tolerances in material and finish compatible with
adjoining materials and recommended by manufacturer.
1.
C.
nonstaining,
Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel
inserts complying with ASTM A 123/A 123M or ASTM A 153/A 153M requirements.
Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12
requirements except containing no asbestos, formulated for 30-mil (0.762-mm) thickness per
coat.
FABRICATION
A.
Form or extrude aluminum shapes before finishing.
B.
Fabricate components that, when assembled, have the following characteristics:
1.
2.
3.
4.
5.
6.
C.
Profiles that are sharp, straight, and free of defects or deformations.
Accurately fitted joints with ends coped or mitered.
Physical and thermal isolation of glazing from framing members.
Accommodations for thermal and mechanical movements of glazing and framing to
maintain required glazing edge clearances.
Provisions for field replacement of glazing from exterior for vision glass and exterior for
spandrel glazing or metal panels.
Fasteners, anchors, and connection devices that are concealed from view to greatest
extent possible.
Fabricate components to resist water penetration using method(s) as follows:
GLAZED ALUMINUM CURTAIN WALLS
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2.
HORRY GEORGETOWN - GRAND STRAND
CULINARY ARTS BUILDING CONSTRUCTION
Construction Specifications
H59-6060-MJ
10/28/2014
Internal guttering system or other means to drain water passing joints, condensation
occurring within framing members, and moisture migrating within glazed aluminum
curtain wall to exterior.
Pressure-equalized system or double barrier design with primary air and vapor barrier at
interior side of glazed aluminum curtain wall and secondary seal weeped and vented to
exterior.
D.
Curtain-Wall Framing: Fabricate components for assembly using manufacturer's standard
assembly method.
E.
After fabrication, clearly mark components to identify their locations in Project according to
Shop Drawings.
2.7
ALUMINUM FINISHES
A.
High-Performance Organic Finish: Thee-coat fluoropolymer finish complying with
AAMA 2605 and containing not less than 70 percent PVDF resin by weight in both color coat
and clear topcoat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with
coating and resin manufacturers' written instructions.
1.
Color and Gloss: As selected by Architect from manufacturer's full range.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine areas, with Installer present, for compliance with requirements for installation
tolerances and other conditions affecting performance of the Work.
B.
Proceed with installation only after unsatisfactory conditions have been corrected.
3.2
INSTALLATION
A.
General:
1.
2.
3.
4.
5.
6.
7.
B.
Comply with manufacturer's written instructions.
Do not install damaged components.
Fit joints to produce hairline joints free of burrs and distortion.
Rigidly secure nonmovement joints.
Install anchors with separators and isolators to prevent metal corrosion and electrolytic
deterioration and to prevent impeding movement of moving joints.
Where welding is required, weld components in concealed locations to minimize
distortion or discoloration of finish. Protect glazing surfaces from welding.
Seal joints watertight unless otherwise indicated.
Metal Protection:
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2.
HORRY GEORGETOWN - GRAND STRAND
CULINARY ARTS BUILDING CONSTRUCTION
Construction Specifications
H59-6060-MJ
10/28/2014
Where aluminum is in contact with dissimilar metals, protect against galvanic action by
painting contact surfaces with primer, applying sealant or tape, or installing
nonconductive spacers as recommended by manufacturer for this purpose.
Where aluminum is in contact concrete or masonry, protect against corrosion by painting
contact surfaces with bituminous paint.
C.
Install components to drain water passing joints, condensation occurring within framing
members, and moisture migrating within glazed aluminum curtain wall to exterior.
D.
Install components plumb and true in alignment with established lines and grades.
E.
Install glazing as specified in Section 088000 "Glazing."
3.3
ERECTION TOLERANCES
A.
Erection Tolerances: Install glazed aluminum curtain walls to comply with the following
maximum tolerances:
1.
2.
3.
3.4
Plumb: 1/8 inch in 10 feet (3.2 mm in 3 m).
Level: 1/8 inch in 20 feet (3.2 mm in 6 m).
Location: Limit variation from plane to 1/8 inch in 12 feet over total length.
FIELD QUALITY CONTROL
A.
Testing Agency: Engage a qualified testing agency to perform tests and inspections.
B.
Test Area: Perform tests on representative areas of glazed aluminum curtain walls.
C.
Field Quality-Control Testing: Perform the following test on representative areas of glazed
aluminum curtain walls.
1.
Water-Spray Test: Before installation of interior finishes has begun, areas designated by
Architect shall be tested according to AAMA 501.2 and shall not evidence water
penetration.
a.
Perform a minimum of one test in areas as directed by Architect.
D.
Glazed aluminum curtain walls will be considered defective if they do not pass tests and
inspections.
E.
Prepare test and inspection reports.
END OF SECTION 084400
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GRAND STRAND
CULINARY ARTS
BUILDING
CONSTRUCTION
E
MOZINGO + WALLACE
ARCHITECTS, LLC
618 CHESTNUT RD., STE. 205, M.B. , SC 29572
TEL. 843.449.8000
FAX 843.843.1113
admin@mozingowallace.com
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r2
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D
1
COLUMN CENTERLINE
COLUMN CENTERLINE
COLUMN CENTERLINE
A-356
3
A-365
3
A-365
Sim
Sim
1' - 0"
1' - 0"
2' - 0"
1' - 0"
1' - 0"
2' - 0"
2' - 0"
ALUM. COPING
CAP
ALUM. COPING CAP
TURN ROOFING MEMBRANE
UP PARAPET AND OVER TOP
OF BLOCKING. (TYP.)
PROVIDE ROOFING MEMBRANE
OVER PARAPET WALL AND
OVERLAP BLOCKING AND VAPOR
BARRIER. (TYP.)
(2) 2x10 TREATED BLOCKING
TURN ROOFING
MEMBRANE
UP PARAPET AND OVER
TOP OF BLOCKING.
(TYP.)
(2) 2x8 TREATED
BLOCKING
1' - 5"
1' - 8"
1' - 3"
TAPERED INSULATION
SOLID MASONRY VENEER
CAVITY WALL MORTAR
NET SYSTEM (TYP.)
WATER RESISTANT BARRIER
1 1/2" RIGID
INSULATION
MASONRY VENEER WALL TIES
@ 16" EACH WAY
REFER TO STRUCTURAL
2x4 TREATED BLOCKING
DETAIL
9/A-413 sim.
ALUM. FLASHING AND
COUNTER FLASHING
THRU THE WALL FLASHING. TURN
FLASHING UP 8" BEHIND THE
WATER RESISTANT BARRIER.
WEEPS @16" O.C (MAX.)
C
ROOFING MEMBRANE
2" SPRAY APPLIED
INSULATION
ALUM. COPING CAP
WATER RESISTANT
BARRIER
1 1/2" RIGID
INSULATION
WATER RESISTANT
BARRIER
3" METAL DECK AND 4
1/2" RIGID ROOFING
INSULATION. (TYP.)
1 1/2" RIGID
INSULATION
STEEL BEAM. REFER
TO STRUCTURAL
DRAWINGS
8" METAL STUDS @
16" O.C. (TYPICAL)
8" METAL STUDS @
16" O.C. (TYPICAL)
6" METAL STUDS BRACE
@ 48" O.C. (TYPICAL)
STEEL BEAM
REFER TO STRUCTURAL
DRAWINGS (TYP.)
ALUM. STOREFRONT SYSTEM
WITH SPANDREL GLASS
9
A-414
5/8" GYPSUM BOARD
STEEL BEAM. REFER
TO STRUCTURAL
DRAWINGS
3" METAL DECK AND RIGID
TAPERED ROOFING
INSULATION. (TYP.)
3" METAL DECK (PAINTED)
AND TAPERED RIGID ROOFING
INSULATION. (TYP.)
STEEL PLATE. REFER TO
STRUCTURAL DRAWINGS
(TYP.)
ALUM. RAINSCREEN
SYSTEM
ROOFING
MEMBRANE
6' - 0"
8"
STEEL CHANNEL. (PAINTED) REFER
TO STRUCTURAL DRAWINGS (TYP.)
ALUM. RAINSCREEN
SYSTEM
ALUM. FLASHING AND
COUNTER FLASHING
15" C CHANNEL (PAINTED)
REFER TO STRUCTURAL
DRAWINGS
8" METAL STUDS @ 16"O.C. (TYP.)
STEEL BEAM. (PAINTED)
REFER TO STRUCTURAL
DRAWINGS (TYP.)
1' - 5"
8
A-415
18' - 0"
16' - 4"
18' - 0"
11' - 4"
WWW.LS3P.COM
9' - 0"
1 1/2" RIGID INSULATION
ROOFING MEMBRANE
UP UNDER
RAINSCREEN PANEL
6' - 2"
3' - 8"
3" METAL DECK AND 4 1/2"
RIGID ROOFING INSULATION.
(TYP.)
TAPERED INSULATION
ALUM. RAINSCREEN
SOFFIT SYSTEM
STEEL COLUMN. (PAINTED) REFER
TO STRUCTURAL DRAWINGS (TYP.)
6
A-415
12' - 1 1/8"
B
ALUM. STOREFRONT SYSTEM
2' - 0"
ALUM. STOREFRONT
SYSTEM BEYOND
PAINTED STEEL COLUMN
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2013 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM MOZINGO + WALLACE ARCHITECTS,
LLC AND LS3P ASSOCIATES LTD.
ALUM. RAINSCREEN
SOFFIT SYSTEM
1' - 3"
12' - 0 7/8"
12' - 0"
PAINTED STEEL COLUMN
1' - 3"
ALUM. STOREFRONT
SYSTEM
REVISIONS:
No.
DECORATIVE PANEL
BISTRO
140
Revision 1 #5
ADDENDUM
Date
Date 1
3/26/15
BISTRO DECK
BISTRO DECK
BISTRO
140
PLASTIC LAMINATE OVER
3/4" PLYWOOD.
EXTERIOR
EXTERIOR
BISTRO
140
1/2" REVEL
3 5/8" METAL STUDS @
16" O.C.. (TYP.)
CAVITY WALL MORTAR
NET SYSTEM (TYP.)
STAINLESS STEEL FLASHING.
RUN FLASHING UP 8" METAL
STUD WALL. LAP CMU 2".
8
A-414
4" CONCRETE SLAB. (TYP.)
THRU THE WALL FLASHING. TURN FLASHING
UP 6" BEHIND THE VAPOR BARRIER.
PROVIDE WEEPS @ 16" O.C. (MAX.)
ALUM. STOREFRONT SYSTEM
WITH ALUM. SILL
4" CONCRETE SLAB. (TYP.)
2' - 11 1/2"
ALUM. STOREFRONT SYSTEM
WITH SPANDREL GLASS
5/8" GYPSUM BOARD
4" CONCRETE SLAB. (TYP.)
ALUM. STOREFRONT SYSTEM
WITH ALUM. SILL
4" CONCRETE SLAB. (TYP.)
CONCRETE SLAB. LIGHT
BROOM FINISH. SLOPE
existing grade
-2' - 6"
existing grade
-2' - 6"
1
WALL SECTION 6c BISTRO DECK
3/4" = 1'-0"
3
WALL SECTION 6c BISTRO DECK PATIO WALL
3/4" = 1'-0"
WALL SECTION 6b BANQUETTE WALL @
BISTRO
4
3/4" = 1'-0"
OCTOBER 28, 2014
DRAWN BY:
JLD
CHECKED BY:
SDMJ
2' - 0"
2' - 0"
A
WALL SECTION 6d PATIO WALL @
BISTRO DECK
2
3/4" = 1'-0"
DATE:
Entry Level
0"
FINISHED GRADE
AT PLANTER
2' - 0"
OSE PROJECT #: H59-6060-MJ
DETAIL
9/A-413
DETAIL
9/A-413
Entry Level
0"
3/25/2015 9:00:27 AM
C:\Documents and Settings\Administrator\Desktop\HGTC Culinary - 111914 - exterior central model.rvt
BISTRO DECK
Description
9' - 0"
9' - 0"
1
COOKING SUITE
141
FAX 843.722.4789
TAPERED INSULATION
9' - 0"
WATER RESISTANT BARRIER
5' - 11 1/8"
MASONRY VENEER
TEL. 843.577.4444
8" METAL STUDS @
16" O.C. (TYPICAL)
DETAIL
13/A-364
ALUM. RAINSCREEN
SYSTEM
3' - 0"
ALUM. FLASHING AND
COUNTERFLASHING
205 1/2 KING ST. CHARLESTON SC 29401
TOP OF CMU WALL
18' - 0"
ROOFING MEMBRANE
ALUM. RAINSCREEN SYSTEM
ROOFING MEMBRANE
LS3P ASSOCIATES LTD.
(2) 2x8 TREATED
BLOCKING
CONT. TREATED WOOD
CANT STRIP
TOP OF CMU WALL
18' - 0"
1' - 0"
ALUM. COPING
CAP
WALL SECTION 6a GLAZED REVEAL @
BANQUETTE
5
3/4" = 1'-0"
WALL
SECTIONS Bistro Canopy
A-356
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
1
2
3
4
5
6
CONSTRUCTION DOCUMENTS
6" METAL STUDS @
16" O.C. (TYPICAL)
5/8" GYP.BD.
4" METAL STUDS @
16" O.C. (TYPICAL)
SEALANT AND
BACKER ROD
SEALANT AND
BACKER ROD
SEALANT AND
BACKER ROD
5/8" GYPSUM BOARD
(TYPICAL)
LIQUID APPLIED
WINDOW FLASHING
ALUM. SLIDING
DOOR SYSTEM
STEEL COLUMN. REFER
TO STRUCTURAL
DRAWINGS
SEALANT AND
BACKER ROD
TREATED WOOD
BLOCKING
BREAKMETAL OVER
LIQUID APPLIED WINDOW
FLASHING. RETURN OVER
BOTH EXTERIOR FACES.
TREATED WOOD
BLOCKING
SEALANT AND
BACKER ROD
4" SPRAY APPLIED
INSULATION
EDGE CLOSER &
SEALANT
WATER RESISTANT BARRIER
EDGE CLOSER &
SEALANT
EDGE CLOSER &
SEALANT
1 1/2" RIGID
INSULATION
TREATED WOOD
BLOCKING
WATER RESISTANT BARRIER
HORRYGEORGETOWN
GRAND STRAND
CULINARY ARTS
BUILDING
CONSTRUCTION
VERTICAL PANEL RAIL
SYSTEM
7/8" HAT CHANNELS @
16" O.C.
ALUM. RAINSCREEN
SYSTEM
SEALANT AND
BACKER ROD
5/8" GYP. BD.
WATER RESISTANT BARRIER
4" SPRAY APPLIED
INSULATION
HARD COAT DRAINABLE
STUCCO SYSTEM
TREATED WOOD
BLOCKING
1/2" EXTERIOR
GYPSUM SHEATHING
LIQUID APPLIED
WINDOW FLASHING
SEALANT AND
BACKER ROD
ALUM. RAINSCREEN
SYSTEM
1/2" EXTERIOR
GYPSUM SHEATHING
DRAINABLE
STUCCO SYSTEM
VERTICAL PANEL
RAIL SYSTEM
BREAKMETAL OVER LIQUID
APPLIED WINDOW
FLASHING. RETURN OVER
BOTH EXTERIOR FACES.
BREAKMETAL OVER LIQUID
APPLIED WINDOW FLASHING.
RETURN OVER BOTH EXTERIOR
FACES.
1 1/2" RIGID
INSULATION
ALUM. RAINSCREEN
SYSTEM
SEALANT AND
BACKER ROD
VERTICAL PANEL
RAIL SYSTEM
6" METAL STUDS @
16" O.C. (TYPICAL)
WATER RESISTANT BARRIER
7/8" HAT CHANNELS
@ 16" O.C. (TYPICAL)
ALUM. SLIDING
DOOR SYSTEM
LIQUID APPLIED
WINDOW FLASHING
1 1/2" RIGID
INSULATION
8" CMU
ALUM. SLIDING
DOOR SYSTEM
LIQUID APPLIED
WINDOW FLASHING
E
TREATED WOOD
BLOCKING
EDGE CLOSER &
SEALANT
ALUM. STOREFRONT
SYSTEM
BREAKMETAL OVER LIQUID
APPLIED WINDOW FLASHING.
RETURN OVER BOTH EXTERIOR
FACES.
SEALANT AND
BACKER ROD
SEALANT AND
BACKER ROD
ALUM. STOREFRONT
SYSTEM
LIQUID APPLIED
WINDOW FLASHING
WATER RESISTANT
BARRIER
JAMB DETAIL @ ENTRY - STUCCO TO
GYPSUM BOARD
2
3" = 1'-0"
JAMB DETAIL @ ENTRY - METAL PANEL
TO METAL PANEL
3
3" = 1'-0"
JAMB DETAIL @ ENTRY - STUCCO TO
STUCCO
4
3" = 1'-0"
5
HEAD DETAIL @ BISTRO - SIDE
STOREFRONT
6
3" = 1'-0"
JAMB DETAIL @ CONFERENCE ROOM
3" = 1'-0"
MOZINGO + WALLACE
ARCHITECTS, LLC
3"X7"x4"x 3/16" BENT PLATE AT
EACH STUD. WELD 4"X8"X5/16"
ANGLE TO BENT PLATE.
(9) #12 SCREWS AT
EACH STUD. (TYP.)
ALUM. STOREFRONT
SYSTEM
9
618 CHESTNUT RD., STE. 205, M.B. , SC 29572
ALUM. STOREFRONT
SYSTEM
3"X7"x4"x 3/16" BENT PLATE AT
EACH STUD. WELD 4"X8"X5/16"
ANGLE TO BENT PLATE.
BREAKMETAL OVER LIQUID
APPLIED WINDOW FLASHING.
RETURN OVER BOTH EXTERIOR
FACES.
(9) #12 SCREWS AT
EACH STUD. (TYP.)
A-415
BITUMINOUS PAINT
AT FRAME SIDE OF
ANGLE
EDGE CLOSER &
SEALANT
7/8" HAT CHANNELS @
16" O.C.
5/8" GYP. BD.
D
SEALANT AND
BACKER ROD
TEL. 843.449.8000
FAX 843.843.1113
admin@mozingowallace.com
ALUM. RAINSCREEN
SYSTEM
8" METAL STUDS @
16" O.C. (TYPICAL)
4"x8"x5/16" STEEL
ANGLE (PAINTED)
1
SEALANT AND
BACKER ROD
LS3P ASSOCIATES LTD.
ALUM. STOREFRONT
SYSTEM
WATER RESISTANT
BARRIER
205 1/2 KING ST. CHARLESTON SC 29401
LIQUID APPLIED
WINDOW FLASHING
TEL. 843.577.4444
FAX 843.722.4789
WWW.LS3P.COM
STOREFRONT HEAD/SILL DETAIL @
BISTRO - STOREFRONT OVER
STOREFRONT
8
3" = 1'-0"
STOREFRONT JAMB DETAIL @ BISTRO BENT PLATE SUPPORT DETAIL
9
3" = 1'-0"
C
2"
PIPES
FOR LARGER PENETRATIONS USE LIQUID
FLASHING TOOLED AT LEAST 2" ONTO THE FACE
AND 2" OUT ALONG ALL SIDES OF THE
PENETRATION
FASTENERS
APPLY SUFFICIENT DOW
758 TYPE SEALANT TO
COMPLETELY SEAL
FASTENER PENETRATIONS
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
CUT WEATHER MEMBRANE PIECES FOR HEAD, JAMBS AND SILL
OF OPENING SO THAT EACH PIECE EXTENDS 9" PAST EDGE OF
OPENING, AND WILL FOLD INWARD TO COVER WIDTH OF WALL.
KEEP BACKING ON LOWER 6" OF SILL PIECE TO GO
OVER WALL MEMBRANE.
3. INSTALL JAMB FLASHING, ADHERING ENTIRE FLASHING TO
THE LEFT AND RIGHT OF THE JAMB BY REMOVING BACKING,
STARTING AT THETOP AND SLOWLY PULLING DOWN, SMOOTHING
MEMBRANE AS BACKING IS REMOVED.
SLIT MEMBRANE AT CORNERS AND FOLD FLAPS INTO OPENING.
INSTALL MEMBRANE AT SILL FIRST, LEAVING 6" OF BACKING
ALONG BOTTOM EDGE OF MEMBRANE FOR SHINGLING OVER
WALL MEMBRANE.
B
NOTE:
WALL SHOWN IN DETAIL IS MASONRY.
MEMBRANE WRAP SEQUENCE IS SAME
FOR ALL SUBSTRATES.
COMPLEX PENETRATIONS
APPLY LIQUID FLASHING TO COMPLEX
PENETRATIONS (I.E. STRUCTURAL ELEMENT)
TOOLED EVENLY AT LEAST 2" ONTO THE FACE
AND AT LEASE 2" OUT ALONG ALL SIDES OF
THE PENETRATION. PROVIDE BACKING
WHERE NEEDED OR OVER 1/4" GAP.
2"
REVISIONS:
No.
GASKETED FASTENERS
GASKETED FASTENERS
TYPICALLY REQUIRE NO
ADDITIONAL SEALING
1
Description
Revision 1 #5
ADDENDUM
Date
Date 1
3/26/15
2"
CONDUIT / SMALL PIPE
APPLY AND LIGHTLY TOOL
DOW 758 TYPE SEALANT
AROUND SMALLER
PENETRATIONS UP TO 1"
DIAMETER
OSE PROJECT #: H59-6060-MJ
DATE:
OCTOBER 28, 2014
DRAWN BY:
Author
CHECKED BY:
Checker
WINDOW WRAP
DETAILS
A
4. INSTALL HEAD MEMBRANE ONLY AFTER BOTH JAMBS ARE
FULLY ADHERED. AS BEFORE, SLIT MEMBRANE AT CORNERS
AND FOLD INTO OPENING.
3/25/2015 8:58:38 AM
C:\Documents and Settings\Administrator\Desktop\HGTC Culinary - 111914 - exterior central model.rvt
2. SLIT MEMBRANE AT CORNERS TO ALLOW IT TO FOLD
INTO THE OPENING.
2"
1. ENSURE THAT ALL SURFACES TO BE COVERED ARE CLEAN
AND FREE OF DUST.
COPYRIGHT 2013 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM MOZINGO + WALLACE ARCHITECTS,
LLC AND LS3P ASSOCIATES LTD.
5. USING CAULKING GUN, APPLY LIQUID FLASHING IN ZIGZAG
PATTERN ON THE WALL FACE SURROUNDING THE OPENING.
IMMEDIATELY SPREAD THE APPLIED MATERIAL WITH A PUTTY
KNIFE, CREATING A MINIMUM 1" WIDE BORDER AROUND THE
ROUGH OPENING.
1
6. APPLY ADDITIONAL LIQUID FLASHING IN ZIGZAG PATTERN AT ALL
INNER SURFACES OF THE OPENING.
7. ALLOW LIQUID FLASHING TO SET UP UNTIL DRY TO THE TOUCH,
THEN INSPECT FOR VOIDS AND APPLY ADDITIONAL FLASHING
AS NEEDED TO ACHIEVE COMPLETE COVERAGE.
7 WATER RESISTANT BARRIER PENETRATION DETAILS
A-415
SCALE : NTS
IMMEDIATELY SPREAD FLASHING WITH PUTTY KNIFE UNTIL ALL
SURFACES ARE COMPLETELY COVERED AND SUBSTRATE BELOW
IS NO LONGER VISIBLE (APPROXIMATELY 12 TO 15 WET MILS,
VERIFY WITH MANUFACTURER).
SOLUTIONS THROUGH LISTENING
WINDOW WRAP DETAIL
3/8" = 1'-0"
SERVICE BY DESIGN
1
2
3
4
5
6
CONSTRUCTION DOCUMENTS
15 EQUAL LITES IN RADIUS PATTERN
(SEE FLOOR PLAN)
18 DEGREE TURN BETWEEN PANELS
1
STOREFRONT A
1/4" = 1'-0"
1' - 11 5/8" 3' - 11 1/8" 1' - 11 3/4"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
15' - 11 1/2"
14' - 0 3/4"
1' - 10"
5' - 2 1/4"
1' - 11"
5' - 1 1/2"
2' - 0"
5' - 2 1/4"
1' - 11"
5' - 1 1/2"
1' - 10 3/4"
5' - 4 3/8"
4
414
CORNER MULLION
JOINS WITH STOREFRONT F
16
WINDOWS AT ADMIN AREA
STOREFRONT AA
1/4" = 1'-0"
WINDOW AT ADMIN TLT.
2
Storefront B
1/4" = 1'-0"
3
SEGMENTED GLAZING AT
CONFERENCE ROOM
6
415
8
415
X102
3
413
3' - 1"
1' - 7"
9
413
SPANDREL GLAZING
17' - 11"
3' - 3 1/2"
X101
9
415
8' - 8"
14' - 0 3/4"
11' - 11 1/2"
3' - 3 1/2"
3
414
3
413
9
413
2' - 10 1/8"
16' - 0 3/4"
8' - 8"
7' - 4 1/2"
8 EQUAL LITES
HATCHING
INDICATES
SPANDREL
GLAZING
11' - 11 1/2"
12
413
12' - 0"
12' - 0"
9
413
4' - 0"
3' - 6 1/2"
5
413
8 EQUAL LITES
5
413
4' - 0"
1' - 10"
1
413
HORRYGEORGETOWN
GRAND STRAND
CULINARY ARTS
BUILDING
CONSTRUCTION
CORNER MULLION
35' - 9"
2' - 5"
HATCHING
INDICATES
SPANDREL
GLAZING
1
413
6
413
8' - 11 1/2"
E
3' - 10"
2
413
4' - 1 3/8"
11' - 11 3/4"
21' - 5 1/8"
STOREFRONT C
1/4" = 1'-0"
4
STOREFRONT D
1/4" = 1'-0"
LEFT SIDE ENTRY
WITH AUTOMATIC SLIDING DOOR
9
413
5
LEFT SIDE ENTRY (INTERIOR)
WITH AUTOMATIC SLIDING DOOR
MOZINGO + WALLACE
ARCHITECTS, LLC
SPANDREL GLAZING
618 CHESTNUT RD., STE. 205, M.B. , SC 29572
TEL. 843.449.8000
FAX 843.843.1113
admin@mozingowallace.com
STOREFRONT E
1/4" = 1'-0"
BISTRO WINDOW WALL
D
14' - 1 1/2"
6' - 0 5/8"
6' - 0 5/8"
3' - 5"
LS3P ASSOCIATES LTD.
1' - 11 5/8" 3' - 11 1/8" 1' - 11 1/2"
205 1/2 KING ST. CHARLESTON SC 29401
2
413
5' - 10 3/4"
TEL. 843.577.4444
2' - 11 7/8"
2' - 11 7/8"
3' - 0"
3' - 2 3/8"
2' - 11 7/8"
3' - 3 1/8"
14' - 1 1/2"
3' - 0 1/2"
6
13
413
STOREFRONT F
1/4" = 1'-0"
7
PATIO WALL AT BISTRO
3' - 3 1/2"
8' - 8"
11' - 11 1/2"
10' - 5 1/2"
7' - 5 1/2"
13
413
8
KITCHEN BAY WINDOWS
4
414
PUSH BARS AT
INSIDE OF
EMERGENCY
PANELS ONLY
8' - 8"
1' - 5"
STOREFRONT G
1/4" = 1'-0"
3
414
3
413
PUSH BARS AT
INSIDE OF
EMERGENCY
PANEL ONLY
1' - 5"
8
414
8
413
1' - 7 1/4"
3' - 1 1/2"
8
413
10' - 5"
7' - 3"
CORNER MULLION
JOINS W/ STOREFRONT E
X103
8' - 10"
X104
1' - 6 3/4"
HATCHING INDICATES
SPANDREL GLAZING
11' - 11 1/2"
4
413
3' - 3 1/2"
4
413
3' - 1 1/2"
C
5' - 11 1/2"
5' - 4"
5' - 4"
9
414
2' - 1 1/2"
26' - 4 1/4"
6' - 0 1/2"
STOREFRONT H
1/4" = 1'-0"
9
STOREFRONT K
1/4" = 1'-0"
10
STOREFRONT L
1/4" = 1'-0"
6
414
11
RIGHT SIDE ENTRY
CORRIDOR BAY WINDOW
2' - 7 1/2"
2' - 11 7/8"
WWW.LS3P.COM
3' - 8 1/2"
2' - 11 7/8"
4' - 1 5/8"
27' - 10"
3' - 5 1/2"
FAX 843.722.4789
5' - 10 3/4"
6
413
8' - 2 3/4"
11' - 11 3/4"
2' - 0 1/4"
RIGHT SIDE ENTRY (INTERIOR)
WITH AUTOMATIC DOOR
CURTAINWALL M
1/4" = 1'-0"
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
DEMONSTRATION KITCHEN ENTRY
COPYRIGHT 2013 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM MOZINGO + WALLACE ARCHITECTS,
LLC AND LS3P ASSOCIATES LTD.
2' - 2 3/8"
7
414
REVISIONS:
5' - 10 1/4"
No.
3' - 1"
A
12
VERIFY AUTO. DOOR REQUIREMENTS
VERIFY AUTO. DOOR REQUIREMENTS
4' - 11 5/8"
5' - 0 5/8"
2' - 6 1/4"
5' - 0 5/8"
4' - 11 5/8"
VERIFY AUTO. DOOR REQUIREMENTS
2' - 6 1/4"
5' - 0 5/8"
4' - 11 5/8"
11' - 11 1/2"
3' - 5 1/2"
1
414
3' - 5 1/2"
10' - 0 1/4"
OSE PROJECT #: H59-6060-MJ
2
414
13
DEMONSTRATION AUDITORIUM
SEGMENTED WINDOW
DATE:
OCTOBER 28, 2014
DRAWN BY:
GCW
CHECKED BY:
SDM
Storefront
schedule
2
414
STOREFRONT N
1/4" = 1'-0"
3/26/15
Date
1
8' - 6"
6' - 1"
8' - 2 1/4"
6' - 0"
15
106
11' - 11 1/2"
3' - 9"
5' - 10 1/2"
11' - 11 1/2"
16
106
10' - 0 1/4"
10' - 0 1/4"
8' - 6"
5
414
VERIFY AUTO. DOOR REQUIREMENTS
4' - 11 5/8"
5' - 0 5/8"
2' - 7 1/2"
26' - 4 1/4"
13
304
Addendum
Revision 1 #5
Date
22' - 6 3/4"
22' - 6 3/4"
10' - 0 1/4"
2' - 10 1/2"
3' - 0 3/4"
Description
1
5' - 11 1/4"
10 EQUAL PANELS IN RADIUS
(SEE FLOOR PLAN)
7 DEGREE ANGLE BETWEEN PANELS
3/25/2015 8:40:49 AM
C:\Documents and Settings\Administrator\Desktop\HGTC Culinary - 111914 - exterior central model.rvt
B
CURTAINWALL O
1/4" = 1'-0"
14
DEMONSTRATION KITCHEN
ENTRY
STOREFRONT P
1/4" = 1'-0"
15
STOREFRONT Q
1/4" = 1'-0"
A-456
FRONT ENTRY (INTERIOR)
WITH TWO SINGLE PANEL AUTOMATIC SLIDING DOORS
FRONT ENTRY
WITH TWO DOUBLE PANEL AUTOMATIC SLIDING DOORS
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
1
2
3
4
5
6
CONSTRUCTION DOCUMENTS