ESBD_385350_1734384685207_ITSB Re-Roof Issue for Bid (08-12-24).pdf

C ov er S he et

HUNTSVILLE VICINITY MAP

G0.00

APPLICABLE CODES :

2024 INTERNATIONAL EXISTING BUILDING CODE (2024 IEBC)

2021 INTERNATIONAL ENERGY CODE (2021 IECC)

2021 INTERNATIONAL FIRE PREVENTION CODE (2021 IFC)

2024 INTERNATIONAL PLUMBING CODE (2024 IPC)

2024 INTERNATIONAL MECHANICAL CODE (2024 IMC)

2020 NATIONAL ELECTRICAL CODE (2020 NEC)

PROJECT LOCATION

CAMPUS SATELLITE VIEW

OWNER INFORMATION:

SAM HOUSTON STATE UNIVERSITY OF HUNTSVILLE

OWNER'S REPRESENTATIVES: MATT CARTER & TED NORRIS III

PHONE: (936)294-1869

2424 SAM HOUSTON AVE. BUILDING C,

HUNTSVILLE, TEXAS 77341

AUTHORITY HAVING JURISDICTION:

THE TEXAS STATE UNIVERSITY SYSTEM

PHONE: (512)463-1808

601 COLORADO STREET

AUSTIN, TEXAS 78701

Designed By:

F3236415

REV DATE DESCRIPTION

Drawn By:

Date:

Scale:

Terracon Project No:

ISSUED FOR BID

08/12/2024

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ENVIRONMENTAL

FACILITIES

GEOTECHNICAL

LABORATORY SERVICES

INSPECTIONS & TESTING

STRUCTURAL

TBPE FIRM NO.3272

1111 N. Loop W, Suite 350 Houston, Texas 77008

PH. (713) 467-9840

www.terracon.com

PROJECT

SITE

SHSU INFORMATION TECHNOLOGY SUPPORT BUILDING (ITSB)

ROOF RECOVER

GENERAL BUILDING CODE ANALYSIS (Cont.)

1. ROOFING

A. NEW ROOF SYSTEMS COVERED UNDER THE SCOPE OF WORK

IN THESE DOCUMENTS SHALL COMPLY WITH ALL APPLICABLE

SECTIONS OF IEBC & IECC 2021, INCLUDING THE FOLLOWING

REQUIREMENTS:

i. MIN. R-VALUE (IECC 2021 - TABLE C402.1.3) = R-25ci.

ESTIMATED TOTAL R-VALUE WITH EXISTING

INSULATION MORE THAN R-45.

j. COOL ROOF FACTORS (IECC 2021 - TABLE C402.3):

j.a. MIN. SOLAR REFLECTANCE (3-YR AGED) = 0.55 j.b. MIN. THERMAL EMITTANCE (3-YR AGED)= 0.75 j.c. MIN. SOLAR REFLECTANCE INDEX (SRI) (3-YR

AGED) = 64

WIND UPLIFT:

SUMMARY OF THE BUILDING AND ROOF AREA INFORMATION:

ROOF AREA DIMENSIONS (FEET): 90 X 44

ROOF HEIGHT UP TO (FEET): 15.0

ROOF SLOPE: GABLE: 4:12

BUILDING CONFIGURATION ENCLOSED EXPOSURE: B

RISK CATEGORY: IV

BASIC WIND SPEED: 130 MPH FROM ASCE 7-16

ROOF COVERING TYPE: PVC

ALLOWABLE STRESS DESIGN (ASD):

ZONE1 33.7 POUNDS PER SQUARE FOOT

ZONE2E 33.7 POUNDS PER SQUARE FOOT

ZONE2N 49.1 POUNDS PER SQUARE FOOT

ZONE2R 49.1 POUNDS PER SQUARE FOOT

ZONE3E 49.1 POUNDS PER SQUARE FOOT

ZONE3R 58.4 POUNDS PER SQUARE FOOT

a: 4.4 FEET

SHEET INDEX

Sheet Number Sheet Title

G0.00 Cover Sheet G0.01 General Notes A1.00 Staging Area Plan A1.01 Roof Plan A2.00 Elevations A3.00 Details A3.01 Details

33.7 pounds per square foot

33.7 pounds per square foot

49.1 pounds per square foot

49.1 pounds per square foot

49.1 pounds per square foot

58.4 pounds per square foot https://na3.documents.adobe.com/verifier?tx=CBJCHBCAABAARZzmkuFCNfB20eBxyQFsKXJuM2dHn_L8

G en er al

N ot es

G0.01

Designed By:

F3236415

REV DATE DESCRIPTION

Drawn By:

Date:

Scale:

Terracon Project No:

ISSUED FOR BID

08/12/2024

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ENVIRONMENTAL

FACILITIES

GEOTECHNICAL

LABORATORY SERVICES

INSPECTIONS & TESTING

STRUCTURAL

TBPE FIRM NO.3272

1111 N. Loop W, Suite 350 Houston, Texas 77008

PH. (713) 467-9840

www.terracon.com

GENERAL REQUIREMENTS:

1. These general notes apply unless otherwise specifically noted within the plans, details, and specifications. Contractors are responsible for field verifying all existing field conditions (dimensions, quantities, penetrations, etc.) and coordinating all plans and details prior to starting the work. Notify the Engineer of any discrepancies prior to construction.

Fabrication, construction, workmanship, and materials are to comply with the most stringent requirements. If there is a conflict between the plans, details, and specifications;

use the most stringent that meets the applicable building, plumbing code, and/or other applicable codes as well as, industry standards.

2. Work covered in these plans, details, and specifications includes the pieces, parts, features, components, and techniques for a complete assembly normally associated with work of the type being constructed, whether all such pieces, parts, and components are shown on the plans and details.

3. Roofing construction, including the fastening or attachment of wood blocking, nailers, steel angles, decking, and sheet metal is to be performed in accordance with the most stringent requirements of the latest edition of Factory Mutual Bulletins 1-49 and 1-75 or the Texas Catastrophic Windstorm Act (in locales where applicable).

4. Wood blocking and lumber, except plywood, is to be kiln-dried after treatment (KDAT).

Wood blocking and lumber is to be fastened with screws and not nails, with all joints, staggered from contiguous pieces. Fasteners penetrating or coming into contact with treated lumber are to be stainless steel unless otherwise stipulated herein.

5. Furnish and install plywood in accordance with the written specifications of the American Plywood Association (APA).

6. Base sheet or insulation fastening/adhesive patterns are to comply with the latest approval to meet FM standards for the particular materials and/or assembly being used, except for a windstorm area where more stringent patterns are specified.

7. Stainless steel screws with bonded neoprene washers are to be used to secure flashings and counter flashings.

8. Where new sheet metal components are required, comply with the following requirements.

a. Sheet metal work is to comply with SMACNA and ANSI/SPRI ES-1, for gutters ANSI/SPRI GT-1 whether shown on these plans and details or not.

b. Sheet metal edging, gravel guard, fascia, and coping are to have continuous cleats fastened at a minimum 6" o.c. Cleats are to be one gauge heavier than the material being attached. Whenever the fascia width exceeds 7 inches, the fascia must be made in multiple pieces with no single piece being wider than 7 inches.

c. Separate coping cap from treated lumber with High Temperature Self-Adhering Membrane (HT-SAM). Provide a continuous secondary waterproofing membrane (HT-SAM) beneath the sheet metal covering for the full coping.

d. Exposed sheet metal edges are to be hemmed.

e. Metal flashings are to be supported by wood blocking the same thickness as the adjacent insulation, if any. Wood blocking is to extend a minimum of 1-1/2" past the metal flange of the flashing.

f. Sheet metal component corners, intersections, and terminations are to have each leg extending at least 18 inches in each direction and be made as a single unit piece. Joints are to be soldered except in the case of prefinished metals.

g. Sheet metal receiving an elastomeric sealant is to be primed as required in the manufacturer's printed specifications. Sealant colors are to be from the manufacturer's standard colors that most closely match the material to which it is applied.

9. Roof flashing terminations are to be located to a height and have vertical and horizontal clearances as detailed by the National Roofing Contractors Association (NRCA) and City of Sugar Land Building Code.

10. Rooftop equipment mountings, flashings, wood curbs, and mechanical curbs are to be located to a height and have vertical and horizontal clearances as detailed by the National Roofing Contractors' Associations (NRCA) unless otherwise stipulated herein. Equipment curbs are to extend a minimum of 8" above the plane of the finished roof.

11. Pipes or conduits need to be supported by curbs connected to structure. No items will be supported from the top of the roof membrane.

12. Clean the building, grounds, and any surrounding structures and restore the landscaping to its original condition using approved materials.

13. Electrical disconnects and re-connects: All electrical disconnects and re-connects shall be performed by a licensed electrician.

14. Lightning protection re-installation and certification: Lightning protection removal and re-installation will be performed by a licensed lightning protection contractor. Once installation is complete, the newly installed lightning protection system shall be certified by a licensed lightning protection contractor. The lighting protection is to be installed per the manufacturer's details. The lighting cable will run on the eves, ridge, and between the standing seams.

15. Conduit and electrical attachments to the inside of the newly flashed parapet walls: The contractor will notify the roof membrane manufacturer that the parapet wall flashings will be penetrated for conduit and electrical attachments. The membrane manufacturer will provide the roofing contractor with flashings details for the attachment so they can be included in the watertight warranty. The manufacturer will warrant the conduit and electrical attachment penetrations.

16. Coordinate disconnection & downtime of utilities with owner at least 48 hours prior to starting work.

17. Contractor warrants to the owner that all material and equipment furnished under this contract will be new, and that all work will be of good quality, free from fault and defect.

18. Contractors shall supply all labor, materials, scaffolding, apparatus, equipment, tools, security, temporary power and lighting, as well as all necessary permits, licenses, insurance, taxes, and fees, for the entire, and proper execution, and completion of the work.

19. Contractor is to keep a full set of complete and up to date drawings available at the job site at all times.

20. Coordinate disconnection & downtime of utilities with owner at least 48 hours prior to starting work.

21.Repair & patch all finish surfaces with materials to match existing, where demolition is required to accommodate new work, unless noted otherwise.

22.No pounding of water or "Bird Baths" are allowed. Provide remedy any areas that hold water.

PLAN NOTES:

PROJECT DESCRIPTION - SCOPE OF WORK FOR RE-ROOF

The project requires the following scope of work items to re-roof:

1. Provide all supporting documents including shop drawings, labor, equipment, and materials required and specified in the Construction Documents to perform the following scope of work.

2. Comply with all applicable state and local codes and laws. In addition, comply with manufacturer's guidelines to obtain manufacturer's Certificate of Warranty.

3. Submit Logistic Plan, Product Data, Shop Drawings, submittal log, and project schedule to SHSU and Terracon for approval before purchasing materials and starting construction work.

4. Field verify all existing conditions related to the project scope of work. Immediately notify the Terracon and Owner of existing conditions that differ from those specified or existing conditions that may impact the scope of work, performance, schedule, or project costs.

5. Remove existing lightning protection system and store it for reinstallation.

6. Install new fully adhered Polyvinyl Chloride (PVC) roof system.

a. Install side lap fasteners in all laps, all valley and ridge caps of existing metal roof panels 12” on center. The existing metal roof panel to be fastened to purlins at each flute.

b. Remove existing gutter at eaves and rake trim at perimeter of roof leaving facia metal in place.

c. Trim metal roof panel overhang along the eaves flush with existing fascia.

d. Secure any loose fascia and metal trims on existing soffit and trims.

e. Install 1”x 6” woodnailer along the perimeters of building between all flutes and on rake edges to match panel height (loose Laid).

f. Install one layer of 2”x 6” woodnailer over 1”x 6” woodnailer along the perimeter and fasten to purlin/angle at 6” on center. Trim the existing metal panel as needed to provide solid substrate for 1”x 6” woodnailer. Install another layer of 2”x 6” woodnailer and fasten with wood screws at 6” on center (Finish height above top of flutes 3”).

g. Install flute filler in all flutes to match height of existing metal panels (loose laid).

h. Install 2.5” ISO insulation over the metal roof panels and fasten them to the existing metal roof panels per manufacturer recommendations. Ensure all fasteners are attached to the top flutes.

i. Install one layer of ½” gypsum coverboard over ISO insulation set in ribbons of low-rise adhesive per manufacturer recommendations.

j. Install PVC membrane fully adhered to gypsum coverboard, and heat weld all laps per manufacturer recommendations.

k. Install 2”x 6” woodnailers over the new PVC membrane along each side of all ridges and fasten to existing metal roof panels, adhere ½” cover board with low-rise foam over all woodnailers at ridge per project drawings.

l. Install fully adhered PVC membrane over cover board along all ridges with bonding adhesive and extend 3” into the field sheet and heat weld all laps per manufacturer's requirements.

m. Install gutters per ANSI/SPRI GT-1 requirements along eaves of roof and fasten per ANSI/SPRI GT-1 requirements.

n. Install PVC clad edge metal at rake edges and eaves per ANSI/SPRI ES-1 requirements and strip in with PVC membrane to PVC roof system with laps heat welded per manufacturers recommendations. Extend facia metal as needed.

o. Install Décor standing seams 18” on center over the entire roof.

p. Install new gutters and downspouts and fasten them to the building. Provide splash blocks as needed.

q. Pipes and conduits along the roof surface need to be supported by curbs connected to the structure. No items will be supported from the top of the roof membrane.

r. Contractor shall water test all the gutters, roof drains, and overflow drains to ensure proper drainage.

s. Reinstall and certify lightning protection system.

PROVISIONS FOR PROJECT SUPPORT

a. No bowed/warped materials will be allowed on project site. If any are discovered need to be removed from site immediately.

b. Provide and install temporary extensions and connections to utilities as required for construction operations. See Section 01 50 00 for requirements and utilities available from SHSU.

c. Contractor to Provide Sanitation Facilities for total duration of project.

St ag in g

Ar ea

P la n

A1.00

Scale: N.T.S.

STAGING AREA PLAN1

WORK AREA

RE: 1/A1.01

Designed By:

F3236415

REV DATE DESCRIPTION

Drawn By:

Date:

Scale:

Terracon Project No:

ISSUED FOR BID

08/12/2024

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ENVIRONMENTAL

FACILITIES

GEOTECHNICAL

LABORATORY SERVICES

INSPECTIONS & TESTING

STRUCTURAL

TBPE FIRM NO.3272

1111 N. Loop W, Suite 350 Houston, Texas 77008

PH. (713) 467-9840

www.terracon.com

PROPOSED

LAY DOWN AREA

SL

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SL

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SLOPE SLOPE

SLOPE SLOPE

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A3.01

A3.01

3A3.01

A3.01

A3.01

A3.01

A3

.0

R oo f P la n

A1.01

Scale: 1/8"=1'-0"

OVERALL ROOF AREA PLAN1

Designed By:

F3236415

REV DATE DESCRIPTION

Drawn By:

Date:

Scale:

Terracon Project No:

ISSUED FOR BID

08/12/2024

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ENVIRONMENTAL

FACILITIES

GEOTECHNICAL

LABORATORY SERVICES

INSPECTIONS & TESTING

STRUCTURAL

TBPE FIRM NO.3272

1111 N. Loop W, Suite 350 Houston, Texas 77008

PH. (713) 467-9840

www.terracon.com

ROOF ELEV.

8' - 6"

Level 1 0' - 0"

24' - 0" 24' - 0"

4' - 1"

ROOF PLAN

8' - 6"

Level 1 0' - 0"

CENTER LINE OF WALL

CENTER LINE OF WALL

ROOF PLAN

8' - 6"

Level 1 0' - 0"

23' - 7 1/2" 25' - 7 1/2"

1' - 2".

7' - 3"

ROOF PLAN

8' - 6"

Level 1 0' - 0"

24' - 0"

RIDGE ELEV.

14' - 4"

22' - 9"

RIDGE ELEV.

14' - 4"

RIDGE ELEV.

14' - 4"

RIDGE ELEV.

14' - 4"

El ev at io ns

A2.00

Scale: 1/8"=1'-0"

WEST ELEVATION2

Designed By:

F3236415

REV DATE DESCRIPTION

Drawn By:

Date:

Scale:

Terracon Project No:

ISSUED FOR BID

08/12/2024

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ENVIRONMENTAL

FACILITIES

GEOTECHNICAL

LABORATORY SERVICES

INSPECTIONS & TESTING

STRUCTURAL

TBPE FIRM NO.3272

1111 N. Loop W, Suite 350 Houston, Texas 77008

PH. (713) 467-9840

www.terracon.com

Scale: 1/8"=1'-0"

EAST ELEVATION4

Scale: 1/8"=1'-0"

NORTH ELEVATION1

Scale: 1/8"=1'-0"

SOUTH ELEVATION3

THE EXISTING SOFFIT PANELS

TO REMAIN. FASTEN / REPAIR

LOOSE PANELS AS NEEDED

Scale: 1-1/2"=1'-0" NEW ROOF ASSEMBLY AND LAP SPLICE DETAIL2 Scale: 1-1/2"=1'-0"

EXISTING ROOFING SYSTEM 1

EXISTING METAL ROOF PANEL

4:

STRUCTURAL PURLIN

4' TO 5'

MIN. 4"/FT.

EXISTING METAL ROOF PANEL

NEW 80 MIL. PVC MEMBRANE FULLY ADHERED

NEW 2 12" INSULATION MECHANICALLY

FASTEN TO THE DECK

NEW 1/2" COVER BOARD ADHERED

NEW FLUTE-FILL INSULATION

STRUCTURAL PURLIN

EXISTING R-30 VINYL FACED INSULATION

8"

NEW FASTENER MUST BE IN MIN. 6" AWAY FROM

EACH SIDE OF PURLIN

NEW FASTENERS AS NEEDED / FASTEN EXISTING

METAL ROOF PANELS TO PURLINS AT EVERY FLUTE

NEW DÉCOR STANDING SEAMS @18” O.C.

D et ai ls

A3.00

Designed By:

F3236415

REV DATE DESCRIPTION

Drawn By:

Date:

Scale:

Terracon Project No:

ISSUED FOR BID

08/12/2024

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ENVIRONMENTAL

FACILITIES

GEOTECHNICAL

LABORATORY SERVICES

INSPECTIONS & TESTING

STRUCTURAL

TBPE FIRM NO.3272

1111 N. Loop W, Suite 350 Houston, Texas 77008

PH. (713) 467-9840

www.terracon.com

Scale: N.T.S.

PIPE/ SUPPORT PENETRATION 5

Scale: N.T.S.

VALLEY FLASHINGS DETAIL3

Scale: N.T.S

TYPICAL EAVE DETAIL WITH GUTTER 1

Scale: N.T.S

RAKE DETAIL4

Scale: N.T.S

RIDGE FLASHING DETAIL2

Scale: N.T.S.

LIGHTNING PROTECTION DETAIL6

1" (25 mm) MIN.

PENETRATION

NEW 80 MIL. PVC MEMBRANE COVER STRIP

EXISTING METAL ROOF PANEL

FLUTE FILLER INSULATION

NEW 2 12" INSULATION

MECHANICALLY

FASTEN TO METAL PANEL

NEW GUTTER MIN. 4 12"X4 12" AND NEW

DOWNSPOUT

NEW 1/2" COVER BOARD ADHERED

CUT EDGE SEALANT IF NEEDED

NEW WOOD NAILERS

NEW PVC COATED EDGE METAL FASTENED

@ 3" O.C. STAGGERED

1"X6" WOOD NAILER TO FILL THE FLUTES

NEW 2X6 WOOD NAILERS

NEW CONTINUOUS CLEAT

NEW PVC COATED EDGE METAL FASTENED

@ 3" O.C. STAGGERED

EXISTING METAL ROOF PANEL

FLUTE FILLER INSULATION

NEW 2.5" INSULATION

MECHANICALLY

FASTEN TO THE DECK

NEW 12"COVER BOARD

NEW FASTENER @ 6" O.C. TO EXISTING

STRUCTURE

EXISTING SOFFIT TRIM

EXISTING R PANEL ROOF

NEW 80 MIL. PVC MEMBRANE FULLY ADHERED

NEW 2 12" INSULATION MECHANICALLY

FASTEN TO THE DECK

NEW COVERBOARD ADHERED

NEW FLUTE-FILL INSULATION

NEW CABLE LINE/LIGHTNING ROD BASE

EXISTING METAL ROOF PANEL

FLUTE FILLER INSULATION

NEW 2 12" INSULATION

MECHANICALLY

FASTEN TO THE DECK

NEW 12"COVER BOARD

EXISTING METAL ROOF PANEL

NEW 80 MIL. PVC MEMBRANE

NEW 2 12" INSULATION MECHANICALLY

FASTEN TO THE DECK

NEW COVERBOARD ADHERED

NEW FLUTE-FILL INSULATION

NEW BONDING ADHESIVE

NEW GUTTER HANGER 24" O.C. MAX

NEW 1X6 WOOD NAILERS

NEW GUTTER STRAP @ 6' O.C. MAX

NEW DÉCOR STANDING

SEAMS @18” O.C.

SECURE EXISTING FASCIA AND

METAL FLASHING AS NEEDED

NEW SIKAFLEX-1A OR APPROVED SEALANT

MINIMUM 3" OVER LAP

WITH 2" HEAT WELD

NEW 80 MIL. PVC MEMBRANE

FULLY ADHERED

NOTE: STANDING SEAM NOT SHOW FOR CLARITY

EXISTING METAL ROOF PANEL

STRUCTURAL PURLIN

NEW 80 MIL. PVC MEMBRANE FULLY

ADHERED

NEW 2 12" INSULATION MECHANICALLY

FASTEN TO THE METAL PANEL

NEW 1/2" COVER BOARD ADHERED

NEW FLUTE-FILL INSULATION

NEW MEMBRANE FASTENERS ALONG EACH PURLIN

NEW 80 MIL. PVC MEMBRANE FULLY ADHERED

NEW DÉCOR STANDING

SEAMS @18” O.C.

NEW DÉCOR STANDING

SEAMS @18” O.C.

STAINLESS STEEL CLAMP

VENT STACK

NEW SEALANT

WATER BLOCK SEALANT

PREMOLDED VENT BOOT

NEW 12" COVER BOARD ADHERED

NEW 2X6 WOOD NAILERS

FASTENERS AT PENETRATIONS

NEW 80 MIL PVC COVER STRIP

NEW 80 MIL. PVC

MEMBRANE FULLY ADHERED

NEW 24" SPLASH GUARDS AT VALLEY

LOCATIONS

NEW FASTENER MUST BE IN MIN. 6" AWAY FROM

EACH SIDE OF PURLIN

CUT THE EXISTING METAL PANEL AS NEEDED TO

PROVIDE SOLID SUBSTRATE FOR 2X6 WOOD NAILER

MIN. 6"

CUT THE EXISTING METAL ROOF PANEL

OVERHANG FLUSH WITH EXISTING FASCIA

D et ai ls

A3.01

Designed By:

F3236415

REV DATE DESCRIPTION

Drawn By:

Date:

Scale:

Terracon Project No:

ISSUED FOR BID

08/12/2024

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ENVIRONMENTAL

FACILITIES

GEOTECHNICAL

LABORATORY SERVICES

INSPECTIONS & TESTING

STRUCTURAL

TBPE FIRM NO.3272

1111 N. Loop W, Suite 350 Houston, Texas 77008

PH. (713) 467-9840

www.terracon.com https://na3.documents.adobe.com/verifier?tx=CBJCHBCAABAARZzmkuFCNfB20eBxyQFsKXJuM2dHn_L8