03-27-15 h59-6060-mj hgtc culinary addendum #5 · 1 of 4 h59‐6060‐mj addendum #5 march 26, 2015...

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H59‐6060‐MJ Addendum #5

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such item not specifically amended, voided or superseded, shall remain in effect.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.



Delete flag 3/A‐304.

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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.

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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".

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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

MOZINGO + WALLACE HORRY GEORGETOWN - GRAND STRAND H59-6060-MJ CULINARY ARTS BUILDING CONSTRUCTION

LS3P Construction Specifications 10/28/2014

GLAZED ALUMINUM CURTAIN WALLS 084400 - 1

SECTION 084400 - GLAZED ALUMINUM CURTAIN WALL

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes glazed aluminum curtain walls.

B. Related Sections:

1. Section 088000 - Glazing 2. Section 079200 - Sealants

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes.

B. LEED Submittals:

1. Product Data for Credit IEQ 4.1: For glazing sealants used inside the weatherproofing system, documentation including printed statement of VOC content.

C. Shop Drawings: For glazed aluminum curtain walls. Include plans, elevations, sections, full-size details, and attachments to other work.

1. Include details of provisions for assembly expansion and contraction and for draining moisture occurring within the assembly to the exterior.

2. Include full-size isometric details of each vertical-to-horizontal intersection of glazed aluminum curtain walls, showing the following:

a. Joinery, including concealed welds. b. Anchorage. c. Expansion provisions. d. Glazing. e. Flashing and drainage.

3. Show connection to and continuity with adjacent thermal, weather, air, and vapor barriers.




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. Maintenance Data: For glazed aluminum curtain walls to include in maintenance manuals.

1.6 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. 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.

1.7 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.




1. Failures include, but are not limited to, the following:

a. Structural failures including, but not limited to, excessive deflection. b. Noise or vibration created by wind and thermal and structural movements. c. Deterioration of metals, metal finishes, and other materials beyond normal

weathering. d. Water penetration through fixed glazing and framing areas. e. Failure of operating components.

2. 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. 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.

2. Failure also includes the following:

a. Thermal stresses transferring to building structure. b. Glass breakage. c. Noise or vibration created by wind and thermal and structural movements. d. Loosening or weakening of fasteners, attachments, and other components. e. Failure of operating units.

B. Structural Loads:

1. Wind Loads: As indicated on Drawings. 2. Other Design Loads: As indicated on Drawings.

C. Deflection of Framing Members: At design wind pressure, as follows:

1. 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.

D. 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.




2. 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.

3. Test Durations: As required by design wind velocity, but not less than 10 seconds.

E. Air Infiltration: Test according to ASTM E 283 for infiltration as follows:

1. Fixed Framing and Glass Area:

a. 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).

F. Water Penetration under Static Pressure: Test according to ASTM E 331 as follows:

1. 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 wind-load design pressure, but not less than 6.24 lbf/sq. ft. (300 Pa).

G. Energy Performance: Certify and label energy performance according to NFRC as follows:

1. 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.

2. 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.

3. 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.

4. Outdoor-Indoor Transmission Class: Minimum 34.

H. 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. Large-Missile Test: For glazed openings located within 30 feet (9.1 m) of grade. 2. Small-Missile Test: For glazed openings located more than 30 feet (9.1 m) above grade.

I. Thermal Movements: Allow for thermal movements resulting from ambient and surface temperature changes:

1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.

2. 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. High Exterior Ambient-Air Temperature: That which produces an exterior metal-surface temperature of 180 deg F (82 deg C).

b. Low Exterior Ambient-Air Temperature: 0 deg F .




2.2 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. Construction: Thermally broken, 2 1/2" face by 6" to 7 1/2" depth frame, screw spline fabrication, 1 5/16" impact resistant glazing.

2. Glazing System: Retained mechanically with gaskets on four sides. 3. Glazing Plane: Front. 4. Finish: Clear anodic finish. 5. Fabrication Method: Either factory- or field-fabricated system.

B. 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. Sheet and Plate: ASTM B 209. b. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221. c. Extruded Structural Pipe and Tubes: ASTM B 429/B 429M. d. Structural Profiles: ASTM B 308/B 308M.

2. 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. Structural Shapes, Plates, and Bars: ASTM A 36/A 36M. b. Cold-Rolled Sheet and Strip: ASTM A 1008/A 1008M. c. Hot-Rolled Sheet and Strip: ASTM A 1011/A 1011M.




2.4 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, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials.

1. Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration.

2. Reinforce members as required to receive fastener threads.

B. 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. 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.

C. 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.

2.6 FABRICATION

A. Form or extrude aluminum shapes before finishing.

B. Fabricate components that, when assembled, have the following characteristics:

1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fitted joints with ends coped or mitered. 3. Physical and thermal isolation of glazing from framing members. 4. Accommodations for thermal and mechanical movements of glazing and framing to

maintain required glazing edge clearances. 5. Provisions for field replacement of glazing from exterior for vision glass and exterior for

spandrel glazing or metal panels. 6. Fasteners, anchors, and connection devices that are concealed from view to greatest

extent possible.

C. Fabricate components to resist water penetration using method(s) as follows:




1. 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.

2. 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. Comply with manufacturer's written instructions. 2. Do not install damaged components. 3. Fit joints to produce hairline joints free of burrs and distortion. 4. Rigidly secure nonmovement joints. 5. Install anchors with separators and isolators to prevent metal corrosion and electrolytic

deterioration and to prevent impeding movement of moving joints. 6. Where welding is required, weld components in concealed locations to minimize

distortion or discoloration of finish. Protect glazing surfaces from welding. 7. Seal joints watertight unless otherwise indicated.

B. Metal Protection:




1. 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.

2. 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. Plumb: 1/8 inch in 10 feet (3.2 mm in 3 m). 2. Level: 1/8 inch in 20 feet (3.2 mm in 6 m). 3. Location: Limit variation from plane to 1/8 inch in 12 feet over total length.

3.4 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

C

1

A-356

9' -

0"

12' -

0 7

/8"

5' -

11

1/8"

9' -

0"

1' - 3"1' - 3"1' - 3"

11' - 4"

12' - 1 1/8"

6' -

0"

3' -

0"

1' -

5"

6' -

2"

1' -

5"

1' - 0" 1' - 0" 2' - 0" 1' - 0" 1' - 0" 2' - 0" 2' - 0"

A-3653

Sim

A-4148

A-4149

Entry Level0"

TOP OF CMU WALL18' - 0"

r3 r2

existing grade-2' - 6"

18' -

0"

2' -

0"

16' -

4"

1' -

8"

12' -

0"

8"3'

- 8

"

1' - 0"

A-3653

Sim

TOP OF CMU WALL18' - 0"

r2

1' - 3"

2' -

0"

9' -

0"

9' -

0"

A-4156

Entry Level0"

r2

existing grade-2' - 6"

18' -

0"

2' -

0"

2' - 0" 1' - 3"

2' -

11

1/2"

A-4158

SOLUTIONS THROUGH LISTENING

CHECKED BY:

DRAWN BY:

DATE:

OSE PROJECT #:

REVISIONS:

LS3P ASSOCIATES LTD.

MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS

1

A

2 3 4 5 6

B

C

D

E

COPYRIGHT 2013 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM MOZINGO + WALLACE ARCHITECTS,LLC AND LS3P ASSOCIATES LTD.

SERVICE BY DESIGN

WWW.LS3P.COM

TEL. 843.577.4444 FAX 843.722.4789

205 1/2 KING ST. CHARLESTON SC 29401

HORRY-GEORGETOWNGRAND STRANDCULINARY ARTS

BUILDINGCONSTRUCTION

MOZINGO + WALLACEARCHITECTS, LLC

[email protected]

TEL. 843.449.8000 FAX 843.843.1113

618 CHESTNUT RD., STE. 205, M.B. , SC 29572

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H59-6060-MJ

OCTOBER 28, 2014

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WALLSECTIONS -Bistro Canopy

A-356

CONSTRUCTION DOCUMENTS

3/4" = 1'-0"2

WALL SECTION 6d PATIO WALL @BISTRO DECK

3/4" = 1'-0"1 WALL SECTION 6c BISTRO DECK

3/4" = 1'-0"4

WALL SECTION 6b BANQUETTE WALL @BISTRO

3/4" = 1'-0"5

WALL SECTION 6a GLAZED REVEAL @BANQUETTE

MASONRY VENEER

WATER RESISTANT BARRIER

1 1/2" RIGID INSULATION

MASONRY VENEER WALL TIES@ 16" EACH WAYREFER TO STRUCTURAL

(2) 2x10 TREATED BLOCKING

ALUM. COPING CAP

ALUM. RAINSCREEN SYSTEM

ALUM. FLASHING ANDCOUNTERFLASHING

SOLID MASONRY VENEER

TURN ROOFING MEMBRANEUP PARAPET AND OVER TOPOF BLOCKING. (TYP.)

ROOFING MEMBRANE

3" METAL DECK AND 4 1/2"RIGID ROOFING INSULATION.(TYP.)

4" CONCRETE SLAB. (TYP.)

2" SPRAY APPLIEDINSULATION

STEEL BEAM. (PAINTED)REFER TO STRUCTURALDRAWINGS (TYP.)

COLUMN CENTERLINE

15" C CHANNEL (PAINTED)REFER TO STRUCTURALDRAWINGS

ALUM. COPING CAP

2x4 TREATED BLOCKING

THRU THE WALL FLASHING. TURNFLASHING UP 8" BEHIND THEWATER RESISTANT BARRIER.WEEPS @16" O.C (MAX.)

ALUM. FLASHING ANDCOUNTER FLASHING

3" METAL DECK (PAINTED)AND TAPERED RIGID ROOFINGINSULATION. (TYP.)

ROOFING MEMBRANE

STEEL CHANNEL. (PAINTED) REFERTO STRUCTURAL DRAWINGS (TYP.)

ALUM. STOREFRONT SYSTEM

STEEL COLUMN. (PAINTED) REFERTO STRUCTURAL DRAWINGS (TYP.)

STEEL PLATE. REFER TOSTRUCTURAL DRAWINGS(TYP.)

8" METAL STUDS @16" O.C. (TYPICAL)

WATER RESISTANTBARRIER

1 1/2" RIGIDINSULATION

ALUM. RAINSCREENSYSTEM

(2) 2x8 TREATEDBLOCKING

ALUM. COPINGCAP

PROVIDE ROOFING MEMBRANEOVER PARAPET WALL ANDOVERLAP BLOCKING AND VAPORBARRIER. (TYP.)

ROOFINGMEMBRANE

3" METAL DECK AND RIGIDTAPERED ROOFINGINSULATION. (TYP.)

STEEL BEAMREFER TO STRUCTURALDRAWINGS (TYP.)

COLUMN CENTERLINE





ROOFING MEMBRANEUP UNDERRAINSCREEN PANEL

ALUM. RAINSCREENSOFFIT SYSTEM


STEEL BEAM. REFERTO STRUCTURALDRAWINGS




(2) 2x8 TREATEDBLOCKING

ALUM. COPINGCAP

COLUMN CENTERLINE

ALUM. RAINSCREENSOFFIT SYSTEM

TURN ROOFINGMEMBRANEUP PARAPET AND OVERTOP OF BLOCKING.(TYP.)

CONT. TREATED WOODCANT STRIP

3" METAL DECK AND 41/2" RIGID ROOFINGINSULATION. (TYP.)

ROOFING MEMBRANE

STEEL BEAM. REFERTO STRUCTURALDRAWINGS

ALUM. STOREFRONTSYSTEM

ALUM. STOREFRONT SYSTEMWITH SPANDREL GLASS




FINISHED GRADEAT PLANTER

THRU THE WALL FLASHING. TURN FLASHINGUP 6" BEHIND THE VAPOR BARRIER.PROVIDE WEEPS @ 16" O.C. (MAX.)

STAINLESS STEEL FLASHING.RUN FLASHING UP 8" METALSTUD WALL. LAP CMU 2".

ALUM. FLASHING ANDCOUNTER FLASHING

TAPERED INSULATIONTAPERED INSULATION

TAPERED INSULATION

CAVITY WALL MORTARNET SYSTEM (TYP.)

COOKING SUITE141

BISTRO DECK BISTRO DECK BISTRO DECK EXTERIOR EXTERIORBISTRO140

BISTRO140

BISTRO140

WALL SECTION 6c BISTRO DECK PATIO WALL3/4" = 1'-0"

3

CAVITY WALL MORTARNET SYSTEM (TYP.)

8" METAL STUDS @ 16"O.C. (TYP.)

ALUM. STOREFRONTSYSTEM BEYOND

ALUM. STOREFRONT SYSTEMWITH SPANDREL GLASS

ALUM. STOREFRONT SYSTEMWITH ALUM. SILL

ALUM. STOREFRONT SYSTEMWITH ALUM. SILL

CONCRETE SLAB. LIGHTBROOM FINISH. SLOPE

PLASTIC LAMINATE OVER3/4" PLYWOOD.

3 5/8" METAL STUDS @16" O.C.. (TYP.)

5/8" GYPSUM BOARD

1/2" REVEL

PAINTED STEEL COLUMN

DETAIL9/A-413 sim.

DETAIL9/A-413

DETAIL9/A-413

5/8" GYPSUM BOARD

DECORATIVE PANEL

PAINTED STEEL COLUMN

6" METAL STUDS BRACE@ 48" O.C. (TYPICAL)

No. Description Date

1 Revision 1 Date 1

DETAIL13/A-364

ADDENDUM #51 3/26/15

1. ENSURE THAT ALL SURFACES TO BE COVERED ARE CLEANAND FREE OF DUST.

CUT WEATHER MEMBRANE PIECES FOR HEAD, JAMBS AND SILLOF OPENING SO THAT EACH PIECE EXTENDS 9" PAST EDGE OFOPENING, AND WILL FOLD INWARD TO COVER WIDTH OF WALL.

INSTALL MEMBRANE AT SILL FIRST, LEAVING 6" OF BACKINGALONG BOTTOM EDGE OF MEMBRANE FOR SHINGLING OVERWALL MEMBRANE.

2. SLIT MEMBRANE AT CORNERS TO ALLOW IT TO FOLDINTO THE OPENING.

3. INSTALL JAMB FLASHING, ADHERING ENTIRE FLASHING TOTHE LEFT AND RIGHT OF THE JAMB BY REMOVING BACKING,

KEEP BACKING ON LOWER 6" OF SILL PIECE TO GOOVER WALL MEMBRANE.

STARTING AT THETOP AND SLOWLY PULLING DOWN, SMOOTHINGMEMBRANE AS BACKING IS REMOVED.

SLIT MEMBRANE AT CORNERS AND FOLD FLAPS INTO OPENING.

4. INSTALL HEAD MEMBRANE ONLY AFTER BOTH JAMBS AREFULLY ADHERED. AS BEFORE, SLIT MEMBRANE AT CORNERSAND FOLD INTO OPENING.

5. USING CAULKING GUN, APPLY LIQUID FLASHING IN ZIGZAGPATTERN ON THE WALL FACE SURROUNDING THE OPENING.

IMMEDIATELY SPREAD THE APPLIED MATERIAL WITH A PUTTYKNIFE, CREATING A MINIMUM 1" WIDE BORDER AROUND THEROUGH OPENING.

6. APPLY ADDITIONAL LIQUID FLASHING IN ZIGZAG PATTERN AT ALLINNER SURFACES OF THE OPENING.

IMMEDIATELY SPREAD FLASHING WITH PUTTY KNIFE UNTIL ALLSURFACES ARE COMPLETELY COVERED AND SUBSTRATE BELOWIS NO LONGER VISIBLE (APPROXIMATELY 12 TO 15 WET MILS,VERIFY WITH MANUFACTURER).

7. ALLOW LIQUID FLASHING TO SET UP UNTIL DRY TO THE TOUCH,THEN INSPECT FOR VOIDS AND APPLY ADDITIONAL FLASHINGAS NEEDED TO ACHIEVE COMPLETE COVERAGE.

COMPLEX PENETRATIONSAPPLY LIQUID FLASHING TO COMPLEXPENETRATIONS (I.E. STRUCTURAL ELEMENT)TOOLED EVENLY AT LEAST 2" ONTO THE FACEAND AT LEASE 2" OUT ALONG ALL SIDES OFTHE PENETRATION. PROVIDE BACKINGWHERE NEEDED OR OVER 1/4" GAP.

PIPESFOR LARGER PENETRATIONS USE LIQUIDFLASHING TOOLED AT LEAST 2" ONTO THE FACEAND 2" OUT ALONG ALL SIDES OF THEPENETRATION

FASTENERSAPPLY SUFFICIENT DOW758 TYPE SEALANT TOCOMPLETELY SEALFASTENER PENETRATIONS

CONDUIT / SMALL PIPEAPPLY AND LIGHTLY TOOLDOW 758 TYPE SEALANTAROUND SMALLERPENETRATIONS UP TO 1"DIAMETER

GASKETED FASTENERS

2"

2"

2"

2"

GASKETED FASTENERSTYPICALLY REQUIRE NOADDITIONAL SEALING

NOTE:WALL SHOWN IN DETAIL IS MASONRY.MEMBRANE WRAP SEQUENCE IS SAMEFOR ALL SUBSTRATES.

9

A-415


CHECKED BY:

DRAWN BY:

DATE:

OSE PROJECT #:

REVISIONS:



1

A

2 3 4 5 6

B

C

D

E


SERVICE BY DESIGN

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OCTOBER 28, 2014

Author

Checker

WINDOW WRAPDETAILS

A-415


3/8" = 1'-0"1 WINDOW WRAP DETAIL

3" = 1'-0"2

JAMB DETAIL @ ENTRY - STUCCO TOGYPSUM BOARD

3" = 1'-0"3

JAMB DETAIL @ ENTRY - METAL PANELTO METAL PANEL

3" = 1'-0"4

JAMB DETAIL @ ENTRY - STUCCO TOSTUCCO

3" = 1'-0"5 JAMB DETAIL @ CONFERENCE ROOM

STEEL COLUMN. REFERTO STRUCTURALDRAWINGS


DRAINABLESTUCCO SYSTEM


4" SPRAY APPLIEDINSULATION

1/2" EXTERIORGYPSUM SHEATHING

SEALANT ANDBACKER ROD

ALUM. SLIDINGDOOR SYSTEM

LIQUID APPLIEDWINDOW FLASHING

TREATED WOODBLOCKING



BREAKMETAL OVERLIQUID APPLIED WINDOWFLASHING. RETURN OVERBOTH EXTERIOR FACES.

5/8" GYP.BD.



VERTICAL PANELRAIL SYSTEM







BREAKMETAL OVER LIQUIDAPPLIED WINDOW FLASHING.RETURN OVER BOTH EXTERIORFACES.







HARD COAT DRAINABLESTUCCO SYSTEM

WATER RESISTANT BARRIER 4" SPRAY APPLIEDINSULATION

1/2" EXTERIORGYPSUM SHEATHING

BREAKMETAL OVER LIQUIDAPPLIED WINDOWFLASHING. RETURN OVERBOTH EXTERIOR FACES.

8" CMU

7/8" HAT CHANNELS@ 16" O.C. (TYPICAL)








5/8" GYPSUM BOARD(TYPICAL)


EDGE CLOSER &SEALANT

VERTICAL PANELRAIL SYSTEM



3" = 1'-0"6

HEAD DETAIL @ BISTRO - SIDESTOREFRONT








VERTICAL PANEL RAILSYSTEM




5/8" GYP. BD.

7/8" HAT CHANNELS @16" O.C.


1 Revision 1 Date 1

7 WATER RESISTANT BARRIER PENETRATION DETAILSSCALE : NTS

3" = 1'-0"8

STOREFRONT HEAD/SILL DETAIL @BISTRO - STOREFRONT OVERSTOREFRONT



5/8" GYP. BD.

7/8" HAT CHANNELS @16" O.C.

4"x8"x5/16" STEELANGLE (PAINTED)

BITUMINOUS PAINTAT FRAME SIDE OFANGLE



3"X7"x4"x 3/16" BENT PLATE ATEACH STUD. WELD 4"X8"X5/16"ANGLE TO BENT PLATE.

(9) #12 SCREWS ATEACH STUD. (TYP.)

3" = 1'-0"9

STOREFRONT JAMB DETAIL @ BISTRO -BENT PLATE SUPPORT DETAIL

3"X7"x4"x 3/16" BENT PLATE ATEACH STUD. WELD 4"X8"X5/16"ANGLE TO BENT PLATE.

(9) #12 SCREWS ATEACH STUD. (TYP.)








ADDENDUM #51 3/26/15

1

12' -

0"

3' - 10"

3' - 6 1/2"

1' -

7"

7' -

4 1

/2"

8' -

8"

3' -

3 1

/2"

11' -

11

1/2"

1' - 10" 5' - 2 1/4" 1' - 11" 5' - 1 1/2" 2' - 0"

14' - 0 3/4"

16' - 0 3/4"

X101

2' -

5"

4' -

1 3

/8"

1' -

11

5/8"

3' -

11

1/8"

1' -

11

3/4"

11' -

11

3/4"

5' - 4 3/8"

21' - 5 1/8"

1' - 10" 1' - 11"5' - 2 1/4" 5' - 1 1/2" 1' - 10 3/4"

14' - 0 3/4"

15' - 11 1/2"

8' -

8"

3' -

3 1

/2"

11' -

11

1/2" X102

2' - 10 1/8"4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

3' -

1"

17' -

11"

8' -

11

1/2"

35' - 9"

27' - 10"

3' - 5 1/2"

3' - 0 1/2"

2' - 11 7/8" 2' - 11 7/8" 2' - 11 7/8" 2' - 11 7/8" 3' - 0" 3' - 2 3/8" 2' - 11 7/8" 3' - 3 1/8"

8' -

10"

3' -

1 1

/2"

3' -

1 1

/2"

X104 X103X104

1' -

7 1

/4"

10' -

5"

7' -

3"

1' -

6 3

/4"

5' - 4"

10' -

5 1

/2"

1' -

5"

7' -

5 1

/2"

1' -

5"

5' - 4"

4' -

1 5

/8"

1' -

11

5/8"

3' -

11

1/8"

1' -

11

1/2"

11' -

11

3/4"

14' - 1 1/2"

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

11' -

11

1/2"

8' -

8"

3' -

3 1

/2"

14' - 1 1/2"

11' -

11

1/2"

8' -

8"

3' -

3 1

/2"

6' - 0 1/2" 2' - 1 1/2" 5' - 11 1/2"

26' -

4 1

/4"

3' - 5"

8' -

2 3

/4"

3' -

8 1

/2"

2' -

7 1

/2"

5' -

10

3/4"

5' -

10

3/4"

3' - 0 3/4"

6' -

1"

5' -

10

1/2"

11' -

11

1/2"

3' -

1"

6' -

0"

2' -

10

1/2"

26' -

4 1

/4"

2' - 2 3/8"

8' -

2 1

/4"

3' -

9"

2' -

7 1

/2"

5' -

11

1/4"

5' -

10

1/4"

22' - 6 3/4"

4' - 11 5/8" 5' - 0 5/8"

10' - 0 1/4"

4' - 11 5/8"5' - 0 5/8"2' - 6 1/4"

10' - 0 1/4"

11' -

11

1/2"

3' -

5 1

/2"

8' -

6"

VERIFY AUTO. DOOR REQUIREMENTS VERIFY AUTO. DOOR REQUIREMENTS

12' -

0"

22' - 6 3/4"

4' - 11 5/8" 5' - 0 5/8"

10' - 0 1/4"

2' - 6 1/4" 5' - 0 5/8" 4' - 11 5/8"

10' - 0 1/4"

VERIFY AUTO. DOOR REQUIREMENTS VERIFY AUTO. DOOR REQUIREMENTS

8' -

6"

3' -

5 1

/2"

11' -

11

1/2"


CHECKED BY:

DRAWN BY:

DATE:

OSE PROJECT #:

REVISIONS:



1

A

2 3 4 5 6

B

C

D

E


SERVICE BY DESIGN

WWW.LS3P.COM

TEL. 843.577.4444 FAX 843.722.4789





[email protected]

TEL. 843.449.8000 FAX 843.843.1113


3/25

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H59-6060-MJ

OCTOBER 28, 2014

GCW

SDM

Storefrontschedule

A-456


1/4" = 1'-0"1 STOREFRONT A

1/4" = 1'-0"2 Storefront B

1/4" = 1'-0"3 STOREFRONT C

1/4" = 1'-0"4 STOREFRONT D

1/4" = 1'-0"5 STOREFRONT E

1/4" = 1'-0"6 STOREFRONT F

1/4" = 1'-0"7 STOREFRONT G

1/4" = 1'-0"8 STOREFRONT H

1/4" = 1'-0"9 STOREFRONT K

1/4" = 1'-0"10 STOREFRONT L

1/4" = 1'-0"11 CURTAINWALL M

1/4" = 1'-0"12 STOREFRONT N

1/4" = 1'-0"13 CURTAINWALL O

1/4" = 1'-0"14 STOREFRONT P

8 E

QU

AL

LIT

ES

15 EQUAL LITES IN RADIUS PATTERN(SEE FLOOR PLAN)

18 DEGREE TURN BETWEEN PANELS

10 EQUAL PANELS IN RADIUS(SEE FLOOR PLAN)

7 DEGREE ANGLE BETWEEN PANELS

5413

WINDOWS AT ADMIN AREA SEGMENTED GLAZING ATCONFERENCE ROOM

LEFT SIDE ENTRYWITH AUTOMATIC SLIDING DOOR

LEFT SIDE ENTRY (INTERIOR)WITH AUTOMATIC SLIDING DOOR

BISTRO WINDOW WALL

SPANDREL GLAZINGSPANDREL GLAZING

PATIO WALL AT BISTRO KITCHEN BAY WINDOWS CORRIDOR BAY WINDOW RIGHT SIDE ENTRYRIGHT SIDE ENTRY (INTERIOR)WITH AUTOMATIC DOOR

DEMONSTRATION KITCHEN ENTRY

DEMONSTRATION AUDITORIUMSEGMENTED WINDOW

DEMONSTRATION KITCHENENTRY

FRONT ENTRYWITH TWO DOUBLE PANEL AUTOMATIC SLIDING DOORS

FRONT ENTRY (INTERIOR)WITH TWO SINGLE PANEL AUTOMATIC SLIDING DOORS

CORNER MULLIONJOINS WITH STOREFRONT F

CORNER MULLIONJOINS W/ STOREFRONT E

CORNER MULLION

1413

6413

2413

3414

4414

3413

3413

8413

4413

13413

4413

8413

13413

2413

3414

6413

4414

3413

5414

1414

2414

HATCHING INDICATESSPANDREL GLAZING

SPANDREL GLAZING

1/4" = 1'-0"16 STOREFRONT AA

5413

4131

8 E

QU

AL

LIT

ES

HATCHINGINDICATESSPANDRELGLAZING

HATCHINGINDICATESSPANDREL

GLAZING

WINDOW AT ADMIN TLT.

PUSH BARS AT INSIDE OFEMERGENCYPANEL ONLY

PUSH BARS ATINSIDE OFEMERGENCYPANELS ONLY

1/4" = 1'-0"15 STOREFRONT Q

4139

4139

4139

4139

16106

13304

15106

6414

4156

2414

7414

414

414

9

8

41312


1 Revision 1 Date 1

8415

9415

Addendum #5 3/26/15