FAKZ169003 Addendum No. 2 SIGNED.pdf

Date: 25 May 2023

To: CMSgt. William Hall

Subject: ADDENDUM NO. 2

Project: AIRCRAFT MAINTENANCE UNIT FACILITY

Job #: ANG# FAKZ169003 / SSL# 18153

From: David Donovan

The plans and Specifications for the Aircraft Maintenance Unit Facility, dated 01 August 2021 are amended as follows. (Where there are conflicts between the plans and specifications and the addendum, this addendum shall govern).

Item No. 1: Delete drawings sheets VI1.1, VI1.2, VI2.1, VI2.2, VI2.3, VI3.1 and

VI32. The under slab vapor barrier and vent system depicted on these drawings sheets is not required by either the base bid or bid options.

Item No. 2: Add the attached specification sections 07 2650 “Integrally Bonded

Underslab Vapor Protection” and 07 1300 “Sheet Waterproofing”

Item No. 3: Add the attached drawings sheet A5.10 – Vapor Protection Details – Base

Bid with a revised date of 19 May 2023.

Item No.4: Delete drawing sheet A6.4 “Enlarged Elevator Plans, Sections, &

Elevations” and replace it with the attached drawing sheet A6.4 with a revised date of 19 May 2023.

Clarification Regarding Items 1-4:

As part of the base bid:

- The Contractor shall install an integrally bonded vapor protection system including sheet membrane waterproofing as indicated in the attached drawing sheet A5.10 – Vapor Protection Details – Base Bid and in accordance with specification section 07 2650 and section 07 1300.

- The vapor mitigation system indicated on the VI drawing sheet is not required and should not be included within the Contractor’s bid.

- The Contractor shall disregard the extent of vapor barrier indicated on A5.2, A5.3, and A5.4. Install integrally bonded vapor protection as indicated on the new drawing sheet A5.10 – Vapor Protection Details.

- The Contractor shall install vapor protection systems including sheet membrane waterproofing at elevator pit as indicated on the revised drawing sheet A6.4.

AIRCRAFT MAINTENANCE UNIT FACILITY FAKZ169003

ADDENDUM NO. 2 Page 2 of 7 Seay Seay & Litchfield, P.C. 25 May 2023

Item No. 5: Refer to drawings. Add the following attached drawing sheets with a revised date of 19 May 2023:

1. C6.1A – Site Details

2. A5.10A – Vapor Protection Details – Bid Option No. 6

3. A5.11A – Vapor Protection Details – Bid Option No. 6

4. S1.1A – First Floor and Foundation Plan - Alternate

5. S1.2A – Drilled Pier & Grade Beam Layout Plan - Alternate

6. S2.7A – Sections and Details - Alternate

7. S2.8A – Sections and Details - Alternate

Item No. 6: Refer to specifications. Delete specification section 01 2300 “Bid

Options” and replace it with the attached specification section 01 2300 with a revised date of 19 May 2023.

Item No. 7: Delete specification section 31 2210 “Earthwork” and replace it with the attached specification section 31 2210 with a revised date of 19 May 2023.

Additions to the specification are noted in bold/italicized text and deletions are noted with strikethrough text. Revisions included, but are not limited to, the following:

- Add references to #57 and #67 stone for backfill for below building slabs and foundations as a part of Bid Option No. 6.

- Omit requirements to proofroll subgrade conditions under building slabs if Bid Option No. 6 for drilled pier foundation system is awarded.

- Omit requirements to scarify and recompact subgrade conditions under building slabs if Bid Option No. 6 for drilled pier foundation system is awarded.

- Omit requirements for compaction of drainage materials if Bid Option No. 6 for drilled pier foundation system is awarded.

- Modify subgrade preparation and select fill placement requirements for base bid “engineered fill” pad foundation systems.

- Add Contractor’s option for ALDOT Section 230 Improved Roadbed or ALDOT Section 825 crushed aggregate for pavement subgrade.

- Add the attached addendum to the geotechnical recommendations dated 12 December 2022 which provides recommendations for drilled piers and structural floor slabs as a second attachment to this specification section.

Item No. 8: Refer to drawing sheet P2.1. Add the following general note to this sheet:

Note: If Bid Option No. 6 is awarded, under-slab, gravity draining sanitary sewer systems shall be installed within the porous backfill layer, above the subgrade elevations indicated on C6.1A, and shall be below structural grade beams so as not to penetrate structural grade beams. Contractor shall coordinate depths and routing of underslab sanitary sewer piping

ADDENDUM NO. 2 Page 3 of 7 Seay Seay & Litchfield, P.C. 25 May 2023 with all affected trades. It is anticipated that the high point of the underground sanitary sewer system will be located at fixture P-9 in room 107 with an approximate invert elevation of 199.99. With the required slope across the system, a discharge elevation of approximately 198.53 is expected where the below grade sanitary sewer system exits the facility footprint in room 102.

Clarification Regarding Items 5-8:

This addendum adds Bid Option No. 6: Alternate Foundation Design. The intent of this addendum is for the Contractor to price, as part of the base bid, ground supported floor slabs over integrally bonded vapor barrier (see items 1-4 of this addendum) bearing on an engineered filled pad as indicated on the original project drawings and the original project geotechnical recommendations from Carmichael Engineering dated 31 March 2021. Bid Option No. 6 should be the additional cost (cost premium after deducting the cost of the base bid engineered filled pad and ground supported floor slab assembly) for the following:

- Installation of structural floor slab systems spanning between, and supported upon, grade beams bearing on a grid of drilled piers as indicated in the revised structural sheets added by item #5 of this addendum and as described in the 12 December 2022 letter from Carmichael Engineering referenced in Item No. 7 of this addendum.

- Revised extent and depths of building undercut and foundation drainage systems indicated on C6.1A.

- Revised extent and installation details associated with integrally bonded vapor protection systems as indicated on A5.10A and A5.11A.

Item No. 9: Delete drawing sheet C1.1 “Site Demolition Plan” and replace it with the attached drawing sheet C1.1 with a revised date of 19 May 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Remove demolition of existing water and sanitary sewer utilities along the East side of the facility. The demolition of these utilities has been moved to a different project which is expected to start in the near future. The exact timeline for demolition of these utilities is not known at the time of this addendum. The Contractor will be required to coordinate with Government and Contractor of the adjacent project to coordinate demolition of these items in the sequence that allows both projects to progress simultaneously.

- Add note regarding the presence of copper and steel electrodes abandoned in place on the project site and Contractor’s responsibility regarding demolition of the abandoned electrodes.

- Add note regarding the presence of gravel backfill on the site and the Contractor’s responsibility regarding removal/relocation of the gravel.

ADDENDUM NO. 2 Page 4 of 7 Seay Seay & Litchfield, P.C. 25 May 2023

Item No. 10: Delete drawing sheet C2.1 “Site Layout Plan” and replace it with the attached drawing sheet C2.1 with a revised date of 19 May 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Revised extents of concrete paving required to connect the new AMU facility to the adjacent Building 1301. Some of the paving originally indicated within this project has been shifted to a different project.

- Revised configuration of concrete and concrete paver pedestrian walkways to coordinate with the proposed renovation/addition to the adjacent Building 1301.

- Addition of a handicap access island, handicap parking, and associated signage at the AMU facility entrance.

Item No. 11: Delete drawing sheet C3.1 “Site Grading and Drainage” and replace it with the attached drawing sheet C3.1 with a revised date of 19 May 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Removal of grate inlets G-20 and G-21 from the project scope. The installation of these structures has been moved to a different project which is expected to start in the near future. The exact timeline for installation of these structures is not known at the time of this addendum. The Contractor will be required to coordinate with Government and Contractor of the adjacent project to coordinate installation of these structures in the sequence that allows both projects to progress simultaneously.

- Revised spot elevations/grading associated with the reconfiguration of concrete and concrete paver pedestrian walkways to coordinate with the proposed renovation/addition to the adjacent Building 1301 and addition of the handicap parking island.

- Modify undercut extents to include mechanical screen wall.

Item No. 12: Delete drawing sheet C4.1 “Site Utility Plan” and replace it with the attached drawing sheet C4.1 with a revised date of 19 May 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Modification to site water, sewer, and storm drainage utilities to coordinate with work that was moved to a different construction project. The installation of these structures has been moved to a different project which is expected to start in the near future. Exact timeline for installation of these structures is not known at the time of this addendum; however, the utility work is indicated as existing conditions within the addendum drawings since the work is not required to be performed under this contract. The Contractor will be required to coordinate with Government and Contractor of the

ADDENDUM NO. 2 Page 5 of 7 Seay Seay & Litchfield, P.C. 25 May 2023 adjacent project to coordinate installation of these items in the sequence that allows both projects to progress simultaneously.

- Modify undercut and foundation drain extents to include mechanical screen wall.

Item No. 13: Delete drawing sheet C6.1 “Site Details” and replace it with the attached drawing sheet C6.1 with a revised date of 19 May 2023. Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Modify extents of undercut to incorporate mechanical screen wall.

- Revised invert elevations of foundation drainage system.

Item No. 14: Delete drawing sheet C7.1 “Site Details” and replace it with the attached drawing sheet C7.1 with a revised date of 19 May 2023. Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Add the option for use of ALDOT Section 825 crushed aggregate base in addition to ALDOT Section 230 Improved roadbed for pavement base.

- Increased concrete thickness below paver systems.

- Change paver base from improved roadbed to ALDOT Section 825 crushed aggregate.

- Delete reference to lime stabilization of paving subgrades.

Item No. 15: Delete drawing sheet C8.1 “Site Details” and replace it with the attached drawing sheet C8.1 with a revised date of 19 May 2023. Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Add details for handicap parking island and handicap parking signage.

- Modify storm drainage structure schedule to reflect inlets G20 and

G21 being installed under a separate contract/project.

Item No. 16: Delete drawing sheet C9.1 “Site Details” and replace it with the attached drawing sheet C9.1 with a revised date of 19 May 2023. Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Modify trench bedding material requirements.

ADDENDUM NO. 2 Page 6 of 7 Seay Seay & Litchfield, P.C. 25 May 2023

Item No. 17: Delete drawing sheet C10.1 “Site Details” and replace it with the attached drawing sheet C10.1 with a revised date of 19 May 2023. Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Remove sanitary sewer piping profile as the pipe indicated in this profile section was removed from the project scope and will be installed by a separate project.

Item No. 18: Delete drawing sheet A2.1 “First Floor Plan” and replace it with the attached drawing sheet A2.1 with a revised date of 19 May 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Change door 103 to a cased opening.

- Add cased opening 103B

Item No. 19: Delete drawing sheet A2.3 “Wall Type / Dimension Floor Plan” and replace it with the attached drawing sheet A2.3 with a revised date of 19 May 2023. Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Add requirement for STC50 sound rating at walls enclosing room

110.

- Correct drawing to accurately depict location of full height walls in rooms 109D and 109E.

Item No. 20: Delete drawing sheet A3.2 “Door Schedule” and replace it with the attached drawing sheet A3.2 with a revised date of 19 May 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Change door 103 to a cased opening.

- Add cased opening 103A

- Change door 110 to STC 50 rating.

Item No. 21: Add the attached drawing sheet A3.8 “STC50 Door Requirements” with a revised date of 19 May 2023.

Item No. 22: Add the attached specification section 08 3481 “Security Rated and Sound

Control Door Assemblies.”

ADDENDUM NO. 2 Page 7 of 7 Seay Seay & Litchfield, P.C. 25 May 2023

Item No. 23: Refer to specification section 08 7100. Delete hardware set 20.0 and replace it with the below revised hardware set.

Set 20.0 Doors: 110 Description: Secure Storage, STC Rated

1 set Cam Lift Hinges By STC Door Manufacturer 1 Mortise Lock (Classroom) JNR 8808FL A620 626 YA 1 Security Combo Lock LKM7000 / X10 w/ key override 1 Cylinder SFIC as required 626 BE 1 Kickplate K1050 10” x 2” LDW 4BE CSK US32D RO 1 Threshold 271A PE 1 STC Gasketing By STC Door Manufacturer 1 Door Stop 409/446 US32D RO 1 Balanced Magnetic Switch By Security Contractor

Item No. 24: Delete specification section 28 0850 and replace it with the attached specification section 28 0850 with a revised date of 19 May 2023.

Revisions to the specification include, but are not limited to, the following:

- Revise engineer qualification requirements.

- Clarify battery sizing requirements.

Item No. 25: Delete specification section 00 0102 “Project Information and Summary” and replace it with the attached specification section 00 0102 with a revised date of 19 May 2023. Additions to the specification are noted in bold/italicized text and deletions are noted with strikethrough text.

Revisions included, but are not limited to, the following:

- Revision to contract duration language.

End of Addendum #2

AIRCRAFT MAINTENANCE FACILITY 18153/FAKZ169003 AUG 01, 2021

DANNELLY FIELD, MONTGOMERY, AL TYPE B-3(100%)

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INTEGRALLY BONDED UNDERSLAB VAPOR

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SECTION 072650 - INTEGRALLY BONDED UNDERSLAB VAPOR PROTECTION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Integrally bonded underslab vapor protection for installation on grade and below grade applications.

B. Contractor to schedule and conduct a Pre-Waterproofing Conference that addresses all concerns of waterproofing, including but not limited to: Location, application, inspections, protection of installed materials, eliminating the trapping of construction moisture, special Government needs, etc. Attendees to be Contracting Officer's Representative, Architect, Contracting Officer, Contractor, Manufacturer's representative, any other trades as applicable, etc.

1.02 RELATED SECTIONS

A. Section 07 1300 - Sheetwaterproofing

1.03 SUMMARY

A. The Work of this Section includes, but is not limited to, underslab vapor retarder/barrier membrane that forms an integral bond to poured concrete for use below slabs on grade and below grade. Shown on architectural drawings as vapor barrier.

B. Related sections include, but are not limited to, the following:

1. Section 03 3000 – Cast-In-Place Concrete

1.04 SUBMITTALS

A. Submit manufacturer's product data, installation instructions and membrane samples for approval.

1.05 REFERENCE STANDARDS

A. The following standards and publications are applicable to the extent referenced in the text.

B. American Society for Testing and Materials (ASTM):

1. D 412 – Standard Test Methods for Rubber Properties in Tension

2. D 903 - Standard Test Method for Peel or Stripping Strength of Adhesive Bonds

3. D 3767 – Standard Practice for Rubber – Measurements of Divisions

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4. E 96 - Standard Test Methods for Water Vapor Transmission of Materials

5. E 154 - Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover

6. E 1643 – Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs

C. American Concrete Institute (ACI):

1. ACO 302.1R-96 Addendum Vapor Retarder Location: For slabs locate retarder in direct contact with the slab (not beneath a layer of granular fill).

1.06 QUALITY ASSURANCE

A. Materials: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer.

B. Schedule Coordination: Schedule work such that members will not be left exposed to weather for longer than that recommended by the manufacturer.

1.07 DELIVERY, STORAGE AND HANDLING

A. Deliver materials in labeled packages. Store and handle in strict compliance with manufacturer's instructions. Protect from damage from weather, excessive temperature and construction operations. Remove and dispose of damaged material in accordance with applicable regulations.

PART 2 PRODUCTS

2.01 MATERIALS

A. Underslab on grade Integrally Bonded Vapor Protection: 0.5mm (0.021 in) nominal thickness composite sheet membrane comprising 0.4mm (0.016 in) of high density polyethylene film, and layers of specially formulated synthetic adhesive layers. The membrane shall form an integral and permanent bond to poured concrete to prevent vapor migration at the interface of the membrane and structural concrete. Provide membrane with the following physical properties:

Property Typical Value Test Method Test Method 0.5mm (0.021 in) 0.5mm (0.021 in) Water Vapor Permeance 0.03 perms ASTM E96 Method B Tensile Strength 38 lb/in ASTM E154 Elongation 300% ASTM D412 Puncture Resistance 41 lb ASTM D4833

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Peel Adhesion to Concrete >4 lb/in ASTM D903

B. Underslab Below Grade - Intergrally bonded vapor protection: Sheets comprising of a HDPE film and weather resistant protective coating with the following physical properties:

Property Typical Value Test Method Test Method 1.2 mm (0.046 in) ASTM D 3767 Water Vapor Permeance <0.01 perms ASTM E96 Method B Tensile Strength 4,000 psi ASTM D412 Elongation 400% ASTM D412 Puncture Resistance 200 lb ASTM E154 Peel Adhesion to Concrete

5 lb/in ASTM D903

Later Water Migration Resistance

Pass at 231ft of hydrostatic head

ASTM D5385

Low Temperature Flexibility

Unaffected at -20 degress F

ASTM D1970

Resistance to Hydrostatic Head

231 ft (71m) ASTM D5385

Crack Cycling at -9.4 degress F, 100 Cycles

Unaffected, Pass ASTM C836

Lap Peel Adhesion 8 lbs/in ASTM D1876

VOC Permeance Not Detectable Membrane, Seam

ASTM F739

Methan Permeance <40ml/day.m2.atm ASTM D1434 Radon Diffusion Coefficient, m2/s

3.7 x 10-12 Membrane, Seam

Method C of

ISO/TS11665-1

C. Accessories

1. Provide all accessories required by manufacturer for complete installation and warranties.

PART 3 EXECUTION

3.01 EXECUTION

A. The installer shall examine conditions of substrates and other conditions under which this work is to be performed and notify the Contractor, in writing, of circumstances detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected.

B. Comply with all manufactures instructions for specific products.

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3.02 INSTALLATION

A. Earth and stone substrates shall be well compacted to produce an even, solid substrate.

Remove loose aggregate or sharp protrusions. Concrete substrates shall be smooth or broom finished and monolithic. Remove standing water prior to membrane applications.

B. Installation shall be in accordance with manufacturer's instructions and ASTM E1643-98, including but not limited to, the following:

1. Apply membrane with the HDPE film facing the prepared substrate. Remove the release liner during application.

2. Apply succeeding sheets by overlapping the previous sheet 50 mm (2 in) along the marked lap line. End Laps should be staggered to avoid a buildup of layers.

3. Taped Lap Method – Provide manufacturer's seam tape to secure and seal the overlaps. Overband the lap with the 100mm (4 in) wide seam tape using the lap line for alignment. Remove Plastic release liner to ensure bond to concrete.

4. Mix and apply manufacturer's liquid detailing compound to seal around penetrations such as drainage pipes, etc.

3.03 CONCRETE PLACEMENT

A. Place concrete within 30 days. Inspect membrane and repair any damage as recommended by the manufacturer. Ensure all liner is removed from membrane and tape before concrete placement.

3.04 WARRANTY

A. A. The Waterproofing Contractor and General Contractor shall provide a five (5) year, non-prorated, no dollar limit warranty subject to the terms and conditions as rendered in the Project Waterproofing Warranty included at the end of this section.

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PROJECT WATERPROOFING WARRANTY

NAME OF PROJECT: ______________________________________________

LOCATION: ______________________________________________

OWNER: ______________________________________________

WATERPROOFING

CONTRACTOR: ______________________________________________

ADDRESS: ______________________________________________

DATE OF ACCEPTANCE:

DATE OF EXPIRATION:

B. The Waterproofing Contractor and General Contractor do hereby certify that the underground waterproofing work included in this contract was installed in strict accordance with all requirements of the plans and specifications and in accordance with approved waterproofing manufacturer's recommendations.

C. The Waterproofing Contractor and General Contractor do hereby guarantee the waterproofing and associated work including but not limited to all underground vertical and horizontal waterproofing to be water tight and free from all leaks, due to faulty or defective materials and workmanship for a period of five (5) years, starting on the date of Beneficial Occupancy of the project.

D. Subject to the terms and conditions listed below, the Waterproofing Contractor and General Contractor also guarantee that during the Guarantee Period he will, at his own cost and expense, make or cause to be made such repairs to, or replacements of said work, in accordance with the waterproofing manufacturers recommendations as are necessary to correct faulty and defective work and/or materials which may develop in the work including. Anticipated life of the waterproofing systems and the best standards applicable to the particular waterproofing type in value and in accordance with construction documents as are necessary to maintain said work in watertight conditions, and further, to respond on or within seven (7) calendar days upon proper notification of leaks or defects by the Government.

1. During the Guarantee Period, if the Government allows alteration of the work by anyone other the Waterproofing Contractor or General Contractor, including cutting, patching and maintenance in connection with penetrations, and positioning of anything effecting the below grade waterproofing, this Guarantee shall become

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072650 - 6 null and void upon the date of said alterations

2. Future building additions will not void this Guarantee, except for that portion of the future addition that might affect the work under this contract at the point of connection of the waterproofed areas, and any damage caused by such addition.

3. The Government shall promptly notify the Waterproofing Contractor or General Contractor of observed, known or suspected leaks, defects or deterioration, and shall afford reasonable opportunity for the Waterproofing Contractor or General Contractor to inspect the work, and to examine the evidence of such leaks, defects or deterioration.

IN WITNESS THEREOF, this instrument has been duly executed

Waterproofing Contractor's Authorized Signature

General Contractor's Authorized Signature

Typed Name and Title Typed Name and Title

Notary Public

END OF SECTION

Revised 19 May 2023

SHEET WATERPROOFING 071300 - 1

SECTION 071300 - SHEET WATERPROOFING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Sheet membrane waterproofing system

B. Below-grade waterproofing accessories.

1.02 RELATED REQUIREMENTS

A. Section 03 3000 - Cast-in-Place Concrete : Concrete substrate.

B. Section 01 3325 - Project Sustainability Summary.

C. Section 01 3329 - Sustainable Design Reporting

D. Section 01 6116 - Volatile Organic Compound (VOC) Content

E. Section 04 2000: Masonry joints prepared to receive flashings.

F. Section 07 6500 Wall Flashings

G. Section 221006 - Plumbing Piping Specialties: Roof drain and plumbing vent flashing flanges.

1.03 REFERENCE STANDARDS

1.04 SUBMITTALS

A. See Section 01 3001 - Submittals for submittal procedures.

B. Product Data: Provide data for membrane.

C. Certificate: Certify that products meet or exceed specified requirements.

D. Manufacturer's Installation Instructions: Indicate special procedures.

E. Warranty: Submit manufacturer warranty and ensure forms have been completed in the Owner's name and registered with manufacturer.

1.05 QUALITY ASSURANCE

A. Membrane Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience.

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SHEET WATERPROOFING 071300 - 2

B. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented experience.

C. Commencing of work shall indicate acceptance of substrate by the installer.

1.06 MOCK-UP

A. Construct mock-up consisting of 100 sq ft (10 sq m) of horizontal waterproofed panel;

to represent finished work including internal and external corners.

B. Locate where directed.

C. Mock-up may remain as part of this Work.

1.07 FIELD CONDITIONS

A. Maintain ambient temperatures above 40 degrees F (5 degrees C) for 24 hours before and during application and until liquid or mastic accessories have cured.

1.08 WARRANTY

A. Provide five year manufacturer warranty for waterproofing failing to resist penetration of water , except where such failures are the result of structural failures of building.

Hairline cracking of concrete due to temperature change or shrinkage is not considered a structural failure .

PART 2 PRODUCTS

2.01 MATERIALS

A. Sheet Membrane Waterproofing System: a self-adhesive, cold-applied composite sheet consisting of a thickness of 1.4 mm (0.056 in.) of rubberized asphalt and 0.1 mm (0.004 in.) of cross-laminated, high density polyethylene film. Provide rubberized asphalt membrane covered with a release sheet which is removed during installation. No special adhesive or heat shall be required to form laps.

2.02 PHYSICAL PROPERTIES:

Property Test Method Typical Value Color Dark gray-black Thickness ASTM D 3767 Method A 1.5 mm (0.060 in.)

nominal Flexibility, 180, Bend over 25 mm (1 in.), mandrel at -43 C(-45 F)

ASTM D 1970 Unaffected

Tensile Strength, ASTM D 412 2240 kN/m2 (325 lb/in.2)

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Membrane Die C Modified minimum

Tensile Strength, Film ASTM D 882 34 500 kN/m2 (5 000 lb/in.2) minimum

Elongation, Ultimate Failure of Rubberized Asphalt

ASTM D 412 300% minimum

Crack Cycling -32?C (-25?F), 100 Cycles

ASTM C 836 Unaffected

Lap Adhesion at Minimum Application Temperature

ASTM D 1876 700 N/m (4 lb/in.) - Bituthene 3000 880 N/m (5 lb/in.) - Low Temp

Peel Strength ASTM D 903 1576 N/m (9 lb/in.)

Puncture Resistance, Membrane

ASTM E 154 222 N (50 lb) minimum

Resistance to Hydrostatic Head

ASTM D 5385 60 m (200 ft) of water

Exposure to Fungi in Soil, 16 weeks

GSA-PBS 07115 Unaffected

Permeance ASTM E 96 Method B 2.9 ng/m2sPa (0.05 perms) maximum

Water Absorption ASTM D 570 0.1% maximum

2.03 ACCESSORIES

A. Provide all products to include but limited to (primers,tape, liquid membranes as required for a complete systems for manufacturers 5 year warranty.

B. Prefabricated Drainage Composite: Drainage Composite shall be designed to promote positive drainage while serving as a protection course

1. For Vertical Wall Application:

a. Drainage Core Properties:

1) High impact polystyrene type

2) 0.44 inch (11 mm) nominal thickness in accordance with ASTM C366 Method B

3) 15,000 lbs/ft2 (718 kPa) compressive strength in accordance with ASTM D1621 (modified)

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SHEET WATERPROOFING 071300 - 4

4) 17 gal/min./ft (211 L/min./m) in accordancew with ASTM D4716

b. Geotextile Properties:

1) Nonwoven Type, Polypropylene

2) 4.0 oz/yd2 (136 g/m2) weight in accordance with ASTM D3776

3) 100 lbs (445 N) tensile strength in accordance with ASTM D4632

4) 10 U.S. sieve (0.21 mm) apparent opening size in accordance with ASTM D4751

5) 165 gal/min./ft2 (6724 L/min./m2) flow rate in accordance with ASTM D4491

6) 275 lbs (1.22 kN) CBR puncture in accordance with ASTM D6241.

2. For Horizontal Applications:

a. Drainage Core Properties:

1) High impact polystyrene type

2) 0.44 inch (11 mm) nominal thickness in accordance with ASTM C366 Method B

3) 18,000 lbs/ft2 (862 kPa) compressive strength in accordance with ASTM D1621

4) 17 gal/min./ft (211 L/min./m) in accordancew with ASTM D4716

b. Geotextile Properties:

1) Nonwoven Type, Polypropylene

2) 8.0 oz/yd2 (136 g/m2) weight in accordance with ASTM D3776

3) 205 lbs (912 N) tensile strength in accordance with ASTM D4632

4) 80 U.S. sieve (0.177 mm) apparent opening size in accordance with

ASTM D4751

5) 90 gal/min./ft2 (3668 L/min./m2) flow rate in accordance with ASTM D4491

6) 600 lbs (2.66 kN) CBR puncture in accordance with ASTM D6241.

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SHEET WATERPROOFING 071300 - 5

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions are acceptable prior to starting this work.

B. Verify items that penetrate surfaces to receive waterproofing are securely installed.

3.02 PREPARATION

A. Protect adjacent surfaces from damage not designated to receive waterproofing.

B. Clean and prepare surfaces to receive waterproofing in accordance with manufacturer's instructions; vacuum substrate clean.

C. Do not apply waterproofing to surfaces unacceptable to membrane manufacturer.

D. Seal cracks and joints with sealant using depth to width ratio as recommended by sealant manufacturer .

E. Surfaces for Adhesive Bonding: Apply surface conditioner at a rate recommended by manufacturer, and protect conditioner from rain or frost until dry.

3.03 INSTALLATION - MEMBRANE

A. Install membrane waterproofing in strict accordance with manufacturer's instructions and warranty requirements.

B. Roll out membrane, and minimize wrinkles and bubbles.

C. Self-Adhering Membrane: Remove release paper layer, and roll out onto substrate with a mechanical roller to provide full contact bond.

D. Overlap edges and ends, minimum 3 inches (76 mm), seal permanently waterproof by method recommended by manufacturer, and apply uniform bead of sealant to joint edge.

E. Reinforce membrane with multiple thickness of membrane material over joints, whether joints are static or dynamic.

F. Weather lap joints on sloped substrate in direction of drainage, and seal joints and seams.

G. Flexible Flashings: Seal items watertight that penetrate through waterproofing membrane with flexible flashings.

Revised 19 May 2023

SHEET WATERPROOFING 071300 - 6

H. Seal membrane and flashings to adjoining surfaces. Install counterflashing over all exposed edges.

3.04 INSTALLATION - DRAINAGE PANEL

A. Install drainage panels and protection boards in strict accordance with the manufacturers standards and in conjunction with the manufactures system and warranty requirements.

3.05 FIELD QUALITY CONTROL

A. Upon completion of horizontal membrane installation, dam installation area in preparation for flood testing.

B. Flood to minimum depth of 1 inch (25 mm) with clean water, and after 48 hours inspect for leaks.

C. If leaking is found, remove water, repair leaking areas with new waterproofing materials as directed by the Architect ; repeat flood test, and repair damage to building.

D. When area is proven watertight, drain water and remove dam.

3.06 PROTECTION

A. Per Manufacturers recommendations

B. Do not permit traffic over unprotected or uncovered membrane.

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

CONCRETE FLOOR SLAB

POROUS FILL

SHEET MEMBRANE WATERPROOFING

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

CONCRETE FLOOR SLAB

POROUS FILL

SHEET MEMBRANE WATERPROOFING

SEALANT

FOOTING - SEE STRUCTURAL

PIER - SEE STRUCTURAL

POROUS FILL

STEEL COLUMN - SEE STRUCTURAL

CONCRETE FLOOR SLAB

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

ANCHOR BOLTS

FOOTING - SEE STRUCTURAL

CMU WALL

SHEET MEMBRANE WATERPROOFING

POROUS FILL

CONCRETE FLOOR SLAB

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

SEALANT

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

SI

G

N

A5.10

VAPOR

PROTECTION

DETAILS - BASE

BID

A

IR

CR

A

FT

M

A

IN

TE

N

A N

CE

FA

CI

LI

TY

U

N

IT

D A

N N

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M O

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A L

18153

08/01/2021

NJ, SS, LG, JJ

FEL

Rev. Description Date

1 ADD#2 5/19/23

1" = 1'-0"A5.10

1 EXTERIOR WALL VAPOR BARRIER DETAIL - METAL STUDS

1" = 1'-0"A5.10

2 EXTERIOR WALL VAPOR BARRIER DETAIL - LOAD BEARING CMU

1" = 1'-0"A5.10

3 INTERIOR COLUMN VAPOR BARRIER DETAIL

1" = 1'-0"A5.10

4 INTERIOR CMU WALL VAPOR BARRIER DETAIL

HOIST BEAM AS REQUIRED

SEE PLAN

SUMP PIT - LOCATE AND SIZE PER

ELEVATOR MANUFACTURER AND

PLUMBING. INSTALL VAPOR

BARRIER ON ALL SIDES.

INTEGRALLY BONDED UNDERSLAB

VAPOR BARRIER

CONTINUOUS WATER STOP

DRAIN - SEE CIVIL

AGGREGATE FILL MATERIAL

FILTER FABRIC

PREFAB. DRAINAGE

COMPOSITE

SHEET MEMBRANE

WATERPROOFING MEMBRANE ALL

SIDES OF PIT

GRANULAR FILL

POROUS FILL

INTEGRALLY BONDED UNDERSLAB

VAPOR BARRIER

CONCRETE SLAB ON GRADE

CONTINUOUS WATER STOP

ELEVATOR DOOR - REFER TO SPECIFICATIONS

ELEVATOR DOOR - REFER TO SPECIFICATIONS

BOND BEAM - SEE STRUCTURAL

BOND BEAM - SEE STRUCTURAL

ELEVATOR MACHINERY AS

REQUIRED - COORDINATE WITH

ELEVATOR MANUFACTURER

RAIL BRACKETS AS REQUIRED

First Floor 0'-0"

Second Floor 15'-0"

Mech. Mezz.

11'-9 1/2"

Level 5 15' - 0"

Level 6 11' - 9 1/2"

A5.8

SUSPENDED CEILING

WITH LED LIGHTING -

SEE SPECS

V

ER

IF

Y

W

IT

H E

LE

V A

TO

R M

A N U

FA

C

TU

R

ER

PLASTIC LAMINATE

STAINLESS STEEL

HANDRAILS

PLASTIC LAMINATE

STAINLESS STEEL

HANDRAILS

V

ER

IF

Y

W

IT

H E

LE

V A

TO

R M

A N U

FA

C

TU

R

ER

ELEVATOR DOOR

V

ER

IF

Y

W

IT

H E

LE

V A

TO

R M

AN

U

FA

C

TU

R

ER

A6.4

106 SF

ELEV. MACHINE

ROOM

V

ER

IF

Y

W

IT

H E

LE

V A

TO

R M

AN

U

FA

C

TU

R

ER

" C

LE

A R

H O

IS

T-

W A Y

A N D

P

IT

VERIFY WITH ELEVATOR MANUFACTURER

5' - 9" CLEAR HOIST-WAY AND PIT

ELEVATOR MACHINERY AS

REQUIRED - COORDINATE

WITH ELEVATOR

MANUFACTURER

HOISTWAY LADDER AS REQUIRED - TO BE PROVIDED AND INSTALLED BY CONTRACTOR

A6.4 3

A5.8

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

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O R

D E

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G

N

A6.4

ENLARGED

ELEVATOR PLANS,

SECTIONS, &

ELEVATIONS

A

IR

CR

A

FT

M

A

IN

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N

A N

CE

FA

CI

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18153

08/01/2021

NJ, SS, LG, JJ

FEL

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

6 ELEVATOR SECTION

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

2 ELEVATOR CEILING

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

3 ELEVATOR ELEVATION 1 1/2" = 1'-0"A6.4

4 ELEVATOR ELEVATION 2

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

5 ELEVATOR ELEVATION 3

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

1 ELEVATOR ENLARGED FLOOR PLAN

PROVIDE LVT FLOORING SEE

SPEC 09 6519 AND SHEET A3.0

Rev. Description Date

1 ADD#2 5/19/23

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

CONCRETE FLOOR SLAB

GRAVEL FILL - SEE CIVIL

DRILLED PIER - SEE STRUCTURAL

GRAVEL FILL - SEE CIVIL

SUBGRADE - SEE CIVIL

GRADE BEAM - SEE STRUCTURAL

VOID FORM

VOID FORM

SLOPE (0.5%)

FOUNDATION DRAIN - SEE CIVIL

PIER - SEE STRUCTURAL

GRADE BEAM - SEE STRUCTURAL

STEEL COLUMN - SEE STRUCTURAL

CONCRETE FLOOR SLAB

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

GRAVEL FILL - SEE STRUCTURAL

GRAVEL FILL - SEE STRUCTURAL

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

VOID FORM

VOID FORM

SUBGRADE - SEE CIVIL

SLOPE

ANCHOR BOLTS

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

CONCRETE FLOOR SLAB

GRAVEL FILL - SEE CIVIL

DRILLED PIER - SEE STRUCTURAL

GRAVEL FILL - SEE CIVIL

SUBGRADE - SEE CIVIL

GRADE BEAM - SEE STRUCTURAL

VOID FORM

VOID FORM

SLOPE (0.5%)

FOUNDATION DRAIN - SEE CIVIL

PIER - SEE STRUCTURAL

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

GRAVEL FILL - SEE CIVIL

CMU WALL

CONCRETE FLOOR SLAB

INTEGRALLY BONDED UNDERSLAB VAPOR BARRIER

BOND BREAKER

GRAVEL FILL - SEE CIVIL

SUBGRADE - SEE CIVIL

VOID FORM

VOID FORM

SLOPE

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

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IN

TE

RI

O R

D E

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G

N

A5.10A

VAPOR

PROTECTION

DETAILS - BID

OPTION #6

A

IR

CR

A

FT

M

A

IN

TE

N

A N

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FA

CI

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18153

08/01/2021

NJ, SS, LG, JJ

FEL

1" = 1'-0"A5.10A

1 EXTERIOR WALL VAPOR BARRIER DETAIL - METAL STUDS (BID OPTION)

1" = 1'-0"A5.10A

2 INTERIOR COLUMN VAPOR BARRIER DETAIL (BID OPTION)

1" = 1'-0"A5.10A

3 EXTERIOR WALL VAPOR BARRIER DETAIL - LOAD BEARING CMU (BID OPTION)

1" = 1'-0"A5.10A

4 INTERIOR CMU WALL VAPOR BARRIER DETAIL (BID OPTION)

1 ADD#2 5/19/23

SUBGRADE ELEVATION - SEE CIVIL

FOUNDATION DRAIN - SEE CIVIL

FILTER FABRIC

GRAVEL FILL

SHEET MEMBRANE

WATERPROOFING - ALL SIDES OF PIT

VOID FORM

VOID FORM

CONTINUOUS WATER STOP

CONTINUOUS WATER STOP

CONCRETE FLOOR SLAB - SEE

STRUCTURAL

INTEGRALLY BONDED UNDERSLAB

VAPOR BARRIER

SUMP PIT - LOCATE AND SIZE PER ELEVATOR

MANUFACTURER AND PLUMBING. INSTALL

VAPOR BARRIER ON ALL SIDES.

PREFAB. DRAINAGE COMPOSITE

RAIL BRACKETS AS REQUIRED

CONTINUOUS WATER STOP

VOID FORM

Sheet Number

Sheet Title

Project Title

M on tg om er y

D ot ha n

W W

W .S

SL

A

R C

H .C

O M

(M ) 3

. 2

. 5

(D

) 3

. 7

. 5

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

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IN

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D E

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A5.11A

Vapor Protection Details – Bid Option No. 6

A

IR

CR

A

FT

M

A

IN

TE

N

A N

CE

FA

CI

LI

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U

N

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D A

N N

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18153

08/01/2021

NJ, SS, LG, JJ

FEL

Rev. Description Date

1" = 1'-0"A5.11A

1 ELEVATOR PIT DETAIL - BID OPTION NO. 6

K

1 2 4 6

7 9

8 11

J

A

B

C

DD

EE

3 5

H

GF

2.6 2.8 5.2 5.4 5.9 7.1 7.5

C.9

W8X24

W8X24

W8X48

W8X48

W8X24

W8X48

W8X24

W8X58

W8X58

W8X31W8X40W8X48W8X48

W8X31

W8X67

W8X58 W8X58

W8X58

W8X58 W8X58

W8X48 W8X48

S2.7A

S2.7A

S2.7A

S2.7A

31' - 9 1/16" 50' - 10 3/16" 30' - 10 5/8"

20' - 6 15/16" 11' - 2 1/8" 11 1/4"

21' - 1 7/16" 11' - 6 7/8" 20' - 10 1/16" 3' - 4" 5' - 4" 21' - 4 1/8" 4' - 9 7/8" 24' - 2 1/4" 11 1/4"

/4

/4

/1

/1

72' - 8 3/16" 11' - 7 1/2" 9' - 8 1/4" 11' - 2 1/8" 9' - 2 11/16"

/8

/1

/1

/1

/4

/1

/1

/1

/1

/4

/4

/4

11 1/4"

6 1/2" 6"

20' - 9"

8"

10' - 4"

40' - 11"

8"

16' - 1"

8"

24' - 9"

8"

29' - 8"

11"

11 1/4" 11 1/4"

W8X58

HSS6x6x3/8 GIRT

HSS6x6x3/8 GIRT

HSS6x6x3/8 GIRT

HSS6x6x3/8 GIRT

HSS6x6x1/4 STUB COL.

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

5' - 5 11/16" 10' - 4 3/8" 13' - 2 1/16"12' - 8 3/4" 4' - 10" 6' - 7 5/16" 7' - 8 11/16" 4' - 10" 11' - 6"

1' - 8 3/16"

HSS8x6x1/4

(LDV) GIRT

10' - 1"

8"

5' - 9" 8"

/4 " 9 3/16"1' - 6 1/4"

47' - 7 7/8" 1' - 2 1/4"

' - 2

/ 4

88°

1' - 6 1/4"

8" 23' - 6"

8"

17' - 0"

/4

/4

1' - 6 1/4"

CENTERLINE OF ROOF

BEAM BEARING ABOVE.

AREAS SHOWN THUS ARE 2-

FILLED CELLS (16") FULL HT. &

REINF. W/ REBAR SAME SIZE

AS WALL REINF. IN EA. CELL.

LANDSCAPE WALL.

SEE SHEET L1.0

LANDSCAPE WALL.

SEE SHEET L1.0

DEPRESS SLAB AS REQ'D.

@ SHOWERS. SEE ARCH.

DWGS. FOR LOCATIONS.

DEPRESS SLAB

AS REQ'D. FOR

WALK OFF MAT

DEPRESS SLAB

AS REQ'D. FOR

WALK OFF MAT

DEPRESS SLAB

AS REQ'D. FOR

WALK OFF MAT

DEPRESS SLAB

AS REQ'D. FOR

WALK OFF MAT

2' - 5" 17' - 4"

/4

HSS12X8X3/8

HSS12X8X3/8

TOP OF PIER

EL.= -5'-0"

PROVIDE 2-FILLED CELLS & REINF.

W/ #5 EA. CELL FULL HT. BELOW

BEARING OF FLOOR BEAMS ABOVE.

PROVIDE 2-FILLED CELLS & REINF.

W/ #5 EA. CELL FULL HT. BELOW

BEARING OF FLOOR BEAMS ABOVE.

FLOOR CONSTRUCTION

8" THICK CONCRETE SLAB OVER VAPOR

BARRIER, OVER VOID FORM, OVER POROUS

FILL. SEE SECTIONS FOR REINFORCING.

FINISH FLOOR EL.+0'-0" (+0'-0")

NOTE:

UNLESS NOTED OTHERWISE, TOP

OF DRILLED PIER EL. = (-2'-8")

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.7A

S2.8A

S2.7A

S2.7A

S2.7A

S2.8A

S2.8A

A

S2.8A

B

S2.8A

B

S2.8A

S2.8A

C

S2.8A

SIM TO

S2.8A

S2.8A

13' - 6"

GENERAL NOTES FOR ALTERNATE FOUNDATION

FOUNDATION:

1. DRILLED CAISSONS WERE DESIGNED BASED ON THE ALLOWABLE

SHAFT CAPACITIES OUTLINED IN THE GEOTECHNICAL REPORT.

2. ELEVATIONS SHOWN ON PLAN ARE TOP OF FOOTINGS AND ARE MINIMUM

DEPTH. DIFFERENT OR UNUSUAL CONDITIONS SHALL BE REPORTED TO

THE ARCHITECT AND/OR ENGINEER. DRILLED CAISSON TOP ELEVATION

AND MINIMUM DEPTH OF EMBEDMENT ARE INDICATED ON PLANS.

ALONG WITH THEIR BID, CONTRACTOR SHALL SUBMIT UNIT PRICES

PER LINEAR FOOT TO ADD OR DEDUCT LENGTH OF

CAISSON DUE TO VARIATION.

3. ALL DRILLED PIERS AND GRADE BEAMS SHALL HAVE F'c=5000 SPI.

CONCRETE:

1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH AT 28 DAYS OF

F'c = 5000 PSI AND A MAXIMUM WATER-CEMENT RATIO OF 0.43.

ALL CONCRETE FOR EXTERIOR APPLICATIONS SHALL CONTAIN

ENTRAINED AIR. SEE SPECS FOR ADDITIONAL INFORMATION.

2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.

3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A1064.

4. UNLESS NOTED OTHERWISE PROTECTIVE COVERING OF REINFORCEMENT

SHALL BE AS FOLLOWS ( SEE DETAILS ) : FOOTINGS AND GRADE BEAMS

3" CLEAR BOTTOM AND SIDES, 2" CLEAR TOP. CONCRETE SLABS

1 1/2" CLEAR. WALLS 1 1/2" CLEAR SIDES. BEAMS 1 1/2" CLEAR TO

STIRRUPS. FORMED CONCRETE COLUMNS 1 1/2" CLEAR TO TIES.

5. LAP ALL CONCRETE WALL VERTICAL REINFORCING AND CONCRETE BEAM

HORIZONTAL REINFORCING WITH CLASS B LAP SPLICES. LAP ALL OTHER

CONTINUOUS BARS WITH CLASS A SPLICES UNLESS NOTED OTHERWISE.

6. PLACING PLANS AND DETAILS SHALL BE IN ACCORDANCE WITH THE

LATEST "A.C.I. DETAILING MANUAL".

7. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT

AND/OR ENGINEER'S REVIEW.

8. DO NOT RUN CONDUITS, RACEWAYS, OR PIPES IN CONCRETE SLABS, BEAMS,

OR COLUMNS WITHOUT SPECIFIC APPROVAL FROM BLACKBURN DANIELS O'BARR.

NOTE:

PROVIDE REBAR 3" CLEAR

BOTTOM & SIDES & 2" CLEAR

TOP FOR ALL GRADE BEAMS

RUNNING NOTH & SOUTH.

FOR GRADE BEAMS RUNNING

EAST & WEST, PLACE ALL

STEEL INSIDE OF NORTH -

SOUTH BEAMS. TERMINATE

ALL TOP BARS W/ A

STANDARD HOOK. EXTEND

BOTTOM BARS A MINIMUM OF

8" INTO SUPPORT BEAM.

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t

M o n tg o m er y, A L

T el

W W W .S S L A R C H .C O M

A R

C H

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05-19-23

S1.1A

First Floor and Foundation Plan - Alternate

A

IR

C R

A F

T M

A

IN

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N A

N C

E F

A C

IL

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18153

05/19/2023

1/8" = 1'-0"

First Floor and Foundation Plan - ALTERNATE

K

1 2 4 6

7 9

8 11

J

A

B

C

DD

EE

3 5

H

GF

2.6 2.8 5.2 5.4 5.9 7.1 7.5

C.9

31' - 9 1/16" 50' - 10 3/16" 30' - 10 5/8"

20' - 6 15/16" 11' - 2 1/8" 11 1/4"

21' - 1 7/16" 11' - 6 7/8" 20' - 10 1/16" 3' - 4" 5' - 4" 21' - 4 1/8" 4' - 9 7/8" 24' - 2 1/4" 11 1/4"

/4

/4

/1

/1

/1

/8

/1

/4

/8

/1

/1

/1

/4

/1

/8

/4

/1

/1

/2

/1

/1

/4

/4

/4

11 1/4"

11 1/4"

11 1/4"

5' - 5 11/16" 10' - 4 3/8" 13' - 2 1/16"12' - 8 3/4" 4' - 10" 6' - 7 5/16" 7' - 8 11/16" 4' - 10" 11' - 6"

1' - 8 3/16"

88°

/4

1' - 0 1/4"

1' - 4 7/16"

8' - 3 3/4" 9' - 0 1/4"

1' - 4 3/4" 1' - 1 7/8" 9" 1' - 4"

2' - 1 3/8"

10' - 8 1/16" 14' - 6"

72' - 8 3/16" 11' - 7 1/2" 9' - 8 1/4" 11' - 2 1/8" 9' - 2 11/16"

1' - 0 1/4" 7' - 7 3/4" 16' - 4 5/8" 16' - 2 5/8" 8' - 1 9/16" 6' - 2 7/16"

2' - 5 1/16"

11' - 3 11/16" 4' - 4 7/16" 9' - 10 1/16" 9 3/16"

9' - 5 3/4"

11 1/2"

5' - 10 5/16"

3' - 7 9/16"

9' - 2 11/16"

/4

15' - 7 1/16" 15' - 7 1/16" 15' - 7 1/16"

2' - 6"

2' - 6"

5' - 10 1/2" 8' - 5 1/2"

/8

2' - 0"

LANDSCAPE WALL.

SEE SHEET L1.0.

PROVIDE 30"Ø

DRILLED PIERS

SPACED @ 10'-0"

MAX. CENTERED

BELOW WALL.

LANDSCAPE WALL.

SEE SHEET L1.0.

PROVIDE 30"Ø

DRILLED PIERS

SPACED @ 10'-0"

MAX. CENTERED

BELOW WALL.

2' - 0"

8' - 2 15/16"9' - 10"

4' - 4"

CONTINUE THIS

GRADE BEAM TO

NEXT GRADE

BEAM AS SHOWN

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t

M o n tg o m er y, A L

T el

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

05-19-23

S1.2A

Drilled Pier & Grade Beam Layout Plan - Alternate

A

IR

C R

A F

T M

A

IN

T E

N A

N C

E F

A C

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IT

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D A

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A

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18153

05/19/2023

1/8" = 1'-0"

Drilled Pier & Grade Beam Layout Plan - ALTERNATE

#3 TIES @ 12"O.C.

SIZE TIES FOR 14"x14"

PIER, 1 1/2" CLEAR.

#4 TIES @

18"O.C., VERT.

(4)#8 VERT.

30"Ø

30"Ø DRILLED

PIER

(14)#9 VERT.

STANDARD 90°

HOOK, TYP.

BEARING STRATA

SHALL BE APPROVED

BY TESTING LAB.

VOID FORM

GRADE BEAM &

STRUCTURAL SLAB.

SEE SECTIONS

TYPICAL DRILLED PIER DETAIL

VIEW A-A

30"Ø

(14)#9 VERT.

#4 TIES @

18"O.C., VERT.

#3 TIES @ 12"O.C.

SIZE TIES FOR 14"x14"

PIER, 1 1/2" CLEAR.

(6)#7 VERT.

NOTE:

TEMPORARILY CASE

DRILLED PIER TO ALLOW

FOR MANUAL CLEANING

& INSPECTION.

TIP EL.= -35'-0" FROM

GROUND SURFACE

(EL. 165'-0")

NOTE:

PROVIDE VOID FORM

UNDER ALL GRADE

BEAMS BETWEEN

DRILLED PIER, TYPICAL.

12" C.M.U. W/ #5 @ EA. JAMB

& @ 24"O.C., CENTERED. FILL

CELLS SOLID W/ CONC. FULL

HT. OF WALL ONLY @ #5.

30"Ø DRILLED PIER

BEYOND. SEE SHT.

2.7A FOR TYPICAL

DRILLED PIER DETAIL.

VOID FORM

6 5/8"

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

FIN. GRADE. SEE

CIVIL DWGS.

PROVIDE 3/8" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

CAST STONE. SEE

ARCH. DWGS.

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

(4)#8 CONT. TOP &

BOT. W/ #4 @ 8"O.C.

SIZE STIRRUPS FOR

1'-6" x 2'-0" DEEP

GRADE BEAM.

1' - 9 5/8"

FIN. FLOOR

+0'-0"

#6 @ 8"O.C. 1" CL.

TOP & 1 1/2" CL. BOT.

S P

L

IC

E

D

IA

#5 @ 12"O.C.

FIN. GRADE. SEE

CIVIL DWGS.

PROVIDE 3/8" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

6"x1 5/8"x16GA. 'C' STUDS @

16"O.C. W/ CONT. TRACK TOP

& BOT. PROVIDE CONT.

BRIDGING @ 48"O.C., VERT.

MASONRY TIES @

16"O.C., EA. WAY

SHEATHING. SEE

ARCH. DWGS.

CAST STONE. SEE

ARCH. DWGS.

T.O.S.

(+3'-3 1/2")

HSS6x6x1/4 GIRT WHERE

STOREFRONT OCCURS

STOREFRONT.

SEE ARCH. DWGS.

7 1/4"

30"Ø DRILLED PIER

BEYOND. SEE SHT.

2.7A FOR TYPICAL

DRILLED PIER DETAIL.

VOID FORM

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

(4)#8 CONT. TOP &

BOT. W/ #4 @ 8"O.C.

1' - 6"

FIN. FLOOR

+0'-0"

#6 @ 8"O.C. 1" CL.

TOP & 1 1/2" CL. BOT.

#5 @ 12"O.C.

SLOPE

3/8" PEJ. W/ SEALANT

JAMB BEYOND

/8

L2x2x1/4 CONT. W/

3/8"Ø HEADED STUD

ANCHORS @ 24"O.C.

COORDINATE W/

ROLL-UP DOOR MFR.

30"Ø DRILLED PIER

BEYOND. SEE SHT.

2.7A FOR TYPICAL

DRILLED PIER DETAIL.

VOID FORM

(4)#8 CONT. TOP &

BOT. W/ #4 @ 8"O.C.

SIZE STIRRUPS FOR

1'-6" x 2'-0" DEEP

GRADE BEAM.

1' - 9 5/8"

FIN. FLOOR

+0'-0"

#6 @ 8"O.C. 1" CL.

TOP & 1 1/2" CL. BOT.

#5 @ 12"O.C.

SLOPE

3/8" PEJ. W/ SEALANT

30"Ø DRILLED PIER

BEYOND. SEE SHT.

2.7A FOR TYPICAL

DRILLED PIER DETAIL.

VOID FORM

FIN. FLOOR

+0'-0"

#6 @ 8"O.C. 1" CL.

TOP & 1 1/2" CL. BOT.

6 5/8"

(4)#8 CONT. TOP &

BOT. W/ #4 @ 8"O.C.

2' - 0 5/8"

#5 @ 12"O.C.

8" SEE PLAN 8"

#4 @ 8"O.C. EA.

WAY, CENTERED.

(4)SIDES OF PIT

#5 @ 12"O.C., EA. WAY. 2"

CLEAR TOP & 3" CLEAR BOT.

NOTE:

BLOCK OUT AS REQ'D. FOR

CYLINDER & SEE PLUMBING

DWGS. FOR SUMP LOCATION.

SILL SUPPORT ANGLE BY

ELEVATOR MFR. (L4x4x1/4

MIN.) W/ 3/4"Ø ANCHOR

BOLTS EA. END & 16"O.C.

JAMB BEYOND

#4 @ 48"O.C., CENTERED.

FILL CELLS W/ CONC.

FULL HT. ONLY @ #4.

VOID FORM

FIN. FLOOR

+0'-0"

S P

L

IC

E

D

IA

DRILLED PIER

BEYOND

(4)#8 CONT. TOP &

BOT. W/ #4 @ 8"O.C.

1' - 6"

#6 @ 8"O.C. 1" CL.

TOP & 1 1/2" CL. BOT.

#5 @ 12"O.C.

E L

E V

A T

O R

M F

R

V

E R

IF

Y

W

30"Ø DRILLED PIER

BEYOND. SEE SHT.

2.7A FOR TYPICAL

DRILLED PIER DETAIL.

VOID FORM

(4)#8 CONT. TOP &

BOT. W/ #4 @ 8"O.C.

1' - 6"

FIN. FLOOR

+0'-0"

#6 @ 8"O.C. 1" CL.

TOP & 1 1/2" CL. BOT.

S P

L

IC

E

D

IA

#4 @ EA. JAMB & @ 48"O.C.,

CENTERED. FILL CELLS

SOLID W/ CONC. FULL HT.

OF WALL ONLY @ #4.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

8"

#5 @ 12"O.C.

6x6-W1.4xW1.4 W.W.F.FIN. GRADE. SEE

CIVIL DWGS.

PROVIDE 3/8"

PEJ. W/ SEALANT

WHERE CONC.

ABUTS WALL

6"x1 5/8"x16GA. 'C'

STUDS @ 16"O.C. W/

CONT. TRACK TOP &

BOT. PROVIDE

CONT. BRIDGING @

48"O.C., VERT.

3/8" PEJ. W/ SEALANT

SEE ARCH. DWGS.

FOR FINISH

8"

#4 @ 12"O.C. EA.

WAY, CENTERED6"Ø MAX. 6"Ø MAX.

6"Ø MAX.

PLACE SLEEVES

BETWEEN REINF.

PLACE SLEEVES

BETWEEN REINF.

TYPICAL PLUMBING SLEEVE IN GRADE BEAM DETAILS

NOTE:

1. ALL SLEEVES PLACED IN GRADE BEAMS SHALL BE MADE W/ SCHEDULE

40 STEEL PIPE. PROVIDE 3"Ø STEEL PIPE SLEEVES FOR 2"Ø PLUMBING

PIPES & 6"Ø SLEEVES @ 4"Ø PLUMBING PIPES.

2. PLACE PLUMBING PIPE OUTSIDE & BELOW GRADE BEAMS WHERE

POSSIBLE. ONLY SLEEVE GRADE BEAM WHEN THIS IN NOT POSSIBLE.

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t

M o n tg o m er y, A L

T el

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

05-19-23

S2.7A

Sections and Details - Alternate

A

IR

C R

A F

T M

A

IN

T E

N A

N C

E F

A C

IL

IT

Y U

N

IT

D A

N N

E L

L Y

F

IE

L D

M O

N T

G O

M E

R Y

A

L

18153

05/19/2023

3/4" = 1'-0"

SECTION

1 3/4" = 1'-0"

SECTION

2 3/4" = 1'-0"

SECTION

3/4" = 1'-0"

SECTION

3/4" = 1'-0"

SECTION

5 3/4" = 1'-0"

SECTION

3/4" = 1'-0"

SECTION

NOTE:

WHERE GRADE BEAM BAR SPLICES

OCCUR, SPLICE ALL TOP BARS @ BEAM

CENTERLINE & ALL BOTTOM BARS @

CENTERLINE OF DRILLED PIERS.

5' - 6"

2' - 1 7/8" 1' - 2 1/4" 2' - 1 7/8"

SEE PLAN

FOR EL.

FILL ALL CELLS W/ CONC.

BELOW FIN. FLOOR

#5 @ 12"O.C. EA.

WAY, TOP & BOT.

6x6-W1.4xW1.4 W.W.F.

8" C.M.U. W/ #6 @ 8"O.C., CENTERED. FILL ALL

CELLS SOLID W/ CONC.

FULL HT. OF WALL.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

FIN. GRADE. SEE

CIVIL DWGS.

PROVIDE 3/8" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

S P

L

IC

E

D

IA

CAST STONE. SEE

ARCH. DWGS.

VARIES -

14'-0" MAX.

T.O.W.

6 5/8"

CONT. U-BLOCK W/

#5 TOP & BOTTOM

WALL CAP. SEE

ARCH. DWGS.

30"Ø DRILLED PIER

BEYOND. SEE SHT.

2.7A FOR TYPICAL

DRILLED PIER DETAIL.

DOWEL INNER REINF.

INTO FOOTING SIM. TO

TYPICAL DRILLED PIER

DETAIL ON SHT. 2.7A

SLOPE

3/8" PEJ. W/ SEALANT

SEE ARCH. DWGS.

FOR FINISH

#4 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #4.

30"Ø DRILLED PIER

BEYOND. SEE SHT.

2.7A FOR TYPICAL

DRILLED PIER DETAIL.

VOID FORM

1' - 6"

FIN. FLOOR

+0'-0"

8"

S P

L

IC

E

D

IA

(4)#8 CONT. TOP &

BOT. W/ #4 @ 8"O.C.

#6 @ 8"O.C. 1" CL.

TOP & 1 1/2" CL. BOT.

#5 @ 12"O.C.

SLOPE

3/8" PEJ. W/ SEALANT

30"Ø DRILLED PIER

BEYOND. SEE SHT.

2.7A FOR TYPICAL

DRILLED PIER DETAIL.

VOID FORM

(4)#8 CONT. TOP &

BOT. W/ #4 @ 8"O.C.

SIZE STIRRUPS FOR

1'-6" x 2'-0" DEEP

GRADE BEAM.

1' - 6"

FIN. FLOOR

+0'-0"

7…