A5_ROMTEC_-_Specifications-Drawings_8-7-15_(revised).pdf

08/05/15

TS

1012M

F L O

O R

P L A N

7'-7 1/2"

41'-2" SLAB

6'-0"33'-4" BUILDING

B

UI

L D

IN

G

7'-7 1/2"

RIDGE

S L A B

1'-10"

SCALE: 1/4" = 1'-0"1 FLOOR PLAN

7'-7 1/2"

ROOFLINE

STEEL POSTS FOR ROOF

EXTENSION, TYP (3)

CONCRETE

WALK/SLAB

OUTLINE

(BY INSTALLER)

750 GALLON

POLYETHYLENE VAULT

ROOF LINE

7'-7 1/2"

UNISEXUNISEXUNISEXUNISEX

WALL TYPE SCHEDULE

BOND CMU CONCRETE BLOCK WALL

8" MORTAR JOINT BLOCK RUNNING

BOND CMU CONCRETE BLOCK WALL

6" MORTAR JOINT BLOCK RUNNING

A

B

C

D

C

THESE PLAN VIEW AND ELEVATION DRAWINGS ARE A

PRELIMINARY ARCHITECTURAL REPRESENTATION OF

THE BUILDING. ALL DIMENSIONS, FEATURES AND

COMPONENTS SHOWN ON THESE PRELIMINARY

DRAWINGS MAY OR MAY NOT BE PART OF THE

QUOTE. PLEASE REFER TO THE "SCOPE OF SUPPLY

AND SERVICES" LETTER PROVIDED WITH YOUR QUOTE

FOR ROMTEC'S PROPOSED SCOPE OF SUPPLY.

TP TWO ROLL TP DISPENSER 4

SYMBOL

LEGEND

DESCRIPTION AREA/

QUANTITY

GABLE WINDOW 5

D

18"X18" LOUVERED DOOR VENT 4

1 08-07-2015 CR

SCALE: 1/4" = 1'-0"C ELEVATION VIEW

33'-4"

FG

OVERHANG

1'-4""

TS

1012M

E L E V

A T

IO

N S

FG

STEEL POSTS,

TYP (3)

CEMENT FIBER BOARD & BATT

SIDING OVER 8" x 16" SMOOTH

FACE MORTAR JOINT BLOCK

RUNNING BOND CMU CONCRETE

BLOCK WALL

THESE PLAN VIEW AND ELEVATION DRAWINGS ARE A

PRELIMINARY ARCHITECTURAL REPRESENTATION OF

THE BUILDING. ALL DIMENSIONS, FEATURES AND

COMPONENTS SHOWN ON THESE PRELIMINARY

DRAWINGS MAY OR MAY NOT BE PART OF THE

QUOTE. PLEASE REFER TO THE "SCOPE OF SUPPLY

AND SERVICES" LETTER PROVIDED WITH YOUR QUOTE

FOR ROMTEC'S PROPOSED SCOPE OF SUPPLY.DELTA RIB METAL ROOFING

OVER 6" STRUCTURAL INSULATED

PANELS WITH CEMENT FIBER

BOARD PANEL CEILING FINISH

18 X 18 DOOR LOUVER, TYP 2

TS

1012M

E L E V

A T

IO

N S

FG FG

6'-8"

12'-8"

SCALE: 1/4" = 1'-0"D ELEVATION VIEW

7' -7

/1

7' -3

/4

6 x 6 MILD STEEL POSTS

FOR ROOF EXTENSION, TYP

(3)

FORMED SHEETMETAL

CENTERED ON CMU WALL

POLYCARBONATE WINDOW

5.4

CEMENT FIBER BOARD & BATT

SIDING OVER 8" x 16" SMOOTH

FACE MORTAR JOINT BLOCK

RUNNING BOND CMU CONCRETE

BLOCK WALL

THESE PLAN VIEW AND ELEVATION DRAWINGS ARE A

PRELIMINARY ARCHITECTURAL REPRESENTATION OF

THE BUILDING. ALL DIMENSIONS, FEATURES AND

COMPONENTS SHOWN ON THESE PRELIMINARY

DRAWINGS MAY OR MAY NOT BE PART OF THE

QUOTE. PLEASE REFER TO THE "SCOPE OF SUPPLY

AND SERVICES" LETTER PROVIDED WITH YOUR QUOTE

FOR ROMTEC'S PROPOSED SCOPE OF SUPPLY.

20'-8"

Romtec Inc.

13 34 23 – Pre-Engineered Restroom Building Page 1 of 8

SHOWERS POINT RESTROOM

SECTION 13 34 23 - PRE-ENGINEERED RESTROOM BUILDING

Specification Date: 8/5/2015

PART 1: GENERAL

1.1 SUMMARY

A. The work shall include furnishing the architectural, structural, mechanical, and electrical plan sets as well as the structural, mechanical, and electrical building components as a complete, pre-designed packaged restroom building as shown on drawings and as specified herein.

1.2 SCOPE

A. Packaged restroom building and all associated design and engineering, with all listed components supplied by Romtec, Inc., hereafter designated as the building supplier.

The building supplier shall be a single source design, engineering, and manufacturer who shall supply the packaged restroom building and meet all the following scope requirements.

B. The contractor is responsible for building installation, hereafter designated as the building installer. Building installer work will generally include: site preparation and grading, excavations for structures, backfill and/or structural backfill, foundation and pad construction, and building construction.

Note: Romtec Inc. does not serve as the building installer. Romtec Inc. is only the packaged restroom building supplier.

C. The packaged restroom building should be the latest standard product of a building supplier regularly engaged and having at least ten (10) years of experience in packaged restroom building engineering, design, supply, and construction.

D. The building supplier must meet or exceed the product specification which was prepared using the Romtec Inc. building as a guide and example. Said product specification defines the requirements and specifications for the complete packaged restroom building.

13 34 23 – Pre-Engineered Restroom Building Page 2 of 8

E. Alternate building suppliers shall demonstrate that they have designed, engineered, produced, delivered, and constructed at minimum ten (10) other functioning packaged restroom buildings of similar type. Project completion date and a reference contact from the owner of each project must be provided. Building supplier must also meet all of the requirements of this section and provide reference to the project manager with any submittals provided.

F. Contractors wanting to propose an “or equal” building supplier other than Romtec

Inc. are required to submit a complete submittal package with full plan sets, , and all pre-engineered structural items, ten (10) calendar days prior to the bid opening date.

Any products proposed as “or equal” that are not as specified must be specifically listed and accompanied by the manufacturer’s data sheets for review. This will be approved or denied prior to the bid opening. Incomplete submittals will be rejected and returned to the bidder.

G. Footings are to be dug by the building installer and poured on site. A prefabricated, modular mat placed on compacted base is not an accepted equal to a site poured foundation.

H. Typical fasteners such as nails, staples, and screws shall be supplied by building installer. Atypical fasteners shall be supplied by building supplier.

I. Any building that is temporary, permanently relocatable, prefabricated modular, an offsite constructed product, or pre-cast is not an accepted equal to permanent, on site, conventional construction.

J. No outside entity approval will override the local building authority’s codes and inspections. Seals meant for modular homes and production plant certifications will not be allowed.

K. The Romtec building package has been quoted with the specific product colors noted below. Changes to these color selections may result in a price increase.

L. Building sidings, treatments, and roofing are to be as specified. Precast buildings with painted textures are not to be considered architecturally equivalent.

M. Within three (3) weeks of contract award, the building supplier shall submit the packaged restroom building preliminary Scope of Supply and Design Submittal

13 34 23 – Pre-Engineered Restroom Building Page 3 of 8

(SSDS), including the plan set drawings with all footings, foundations, slab, and structural details.

N. The SSDS is reviewed by the necessary parties and returned to the building supplier with any revisions to the contractual language, product data sheets, and/or plan set drawings. The drawings shall be of sufficient detail for the engineer(s) to review for conformity to the contract.

O. One full round of SSDS revisions are to be provided by the building supplier in the design and engineering services before additional fees apply.

P. The building supplier does not provide a final site plan.

Q. The reviewing authority reserves the right to review or reject all submittals at their sole discretion.

R. Americans with Disabilities Act Accessibility Guidelines (ADAAG) will be followed in design, manufacture, and construction.

S. The specific supplier is indicated for each item. Building supplier, building installer, and owner supplied components are listed as such. Products not listed as building supplier or building installer supplied, are to be owner supplied.

1.3 SUBMITTAL DOCUMENTATION

The following sections shall be included in the building supplier’s Scope of Supply and Design

Submittal. Incomplete submittals will be rejected and returned to the bidder.

A. INTRODUCTION

B. BUILDING SUPPLIER PRODUCTS & SERVICES

C. PRODUCTS & SERVICES NOT SUPPLIED BY BUILDING SUPPLIER

D. WARRANTY & LIMITATIONS

E. PROJECT DESIGN

1.4 WARRANTY

A. The building and all its associated components shall be warranted against defects in materials and workmanship for a period of not less than one (1) year from date of final acceptance.

13 34 23 – Pre-Engineered Restroom Building Page 4 of 8

1.5 MAINTENANCE

A. The building supplier does not supply maintenance for the packaged restroom building.

PART 2: PRODUCTS

2.1 APPROVED MANUFACTURERS

A. Romtec, Inc., 18240 North Bank Rd. Roseburg, OR. 97470

Tel: 541-496-3541; Fax: 541-496-0803; Email: romtec1@romtec.com

Web: www.Romtec.com

B. Requests for substitutions will be considered in accordance with provisions of

Section 1.

2.2 BUILDING DESCRIPTION

A. Refer to plans for quantities, dimensions, locations, and installation methods for the materials and items described in this section. The building supplier reserves the right to make substitutions of equivalent materials and items without notice.

B. Building dimensions shall match what is indicated on drawings.

2.3 CAST IN-PLACE CONCRETE

A. All equipment, labor, trades and materials shall be supplied by building installer.

1. Includes all materials and labor for foundations/footings, interior slabs, exterior/entry slabs, and sidewalks.

B. Engineered fill shall be ¾” minus crushed aggregate around footings, foundations, and slabs as required.

C. Slab vapor barrier shall be 6-mil continuous plastic under the concrete slab.

D. The foundation shall be installed as designed with all cast in-place concrete poured to dimensions specified in final plans.

1. Footings will be built to 24” depth.

mailto:romtec1@romtec.com http://www.romtec.com/

13 34 23 – Pre-Engineered Restroom Building Page 5 of 8

2. Minimum compressive strength of 3000 psi at 28 days, 4+/-1” slump, with max

¾” aggregate, cured in accordance with ACI 308.

3. Slabs shall have a fine broom finish with joints required in flat work as shown on plans.

4. Steel rebar shall be installed as specified in final plans.

E. Concrete slab sealer shall be a water-based transparent curing, sealing and dust proofing compound with two (2) coats to be applied per manufacturer’s instructions.

F. Refer to drawings for sidewalks and entry slabs.

1. Minimum concrete compressive strength of 2500 psi at 28 days.

2. Remesh or rebar reinforcement shall be used in sidewalks.

3. All sidewalks shall be finished with a fine broom with control joints installed per local code.

2.4 WALLS

A. Concrete Masonry Units (CMU) shall be supplied by building supplier.

1. Walls shall be constructed of 8"W x 16"L x 8"H mortar smooth-face concrete masonry units (concrete blocks).

2. Blocks shall be manufactured to ASTM C90 designation for load bearing concrete masonry units.

Note: Building installer may be required to notch CMU block for bond beams.

Romtec is not responsible for any cost or construction delays associated with this work.

3. Block color shall be gray.

4. Interior wall finish shall be latex epoxy paint supplied by building installer.

B. Masonry (concrete) grout and mortar shall be supplied by building installer.

1. Grout shall have a minimum compressive strength of 2500 psi at 28 days, 9+/-1” slump, with max ½” aggregate.

2. Fine or coarse grout may be used in accordance with 2009 UBC.

3. All CMU must be fully grouted and may not be wetted.

13 34 23 – Pre-Engineered Restroom Building Page 6 of 8

C. Rebar in walls shall be supplied by building installer.

1. All walls have # 4 and # 5 rebar, see plans for spacing.

2. All rebar used in building must meet ASTM A615 manufacturing standards and is to be placed per plans.

D. Hardi board and batten siding shall be supplied by building supplier.

1. Siding shall be painted on site by building installer.

E. Door system components shall be supplied by building supplier.

1. Door shall be Steelcraft® SL-20 Series Flush door with honeycomb core, 20-gauge galvannealed A-60 steel, and powder coated black.

2. Door frame shall be pre-welded Steelcraft® 3-Sided flush frame, 16-gauge galvannealed A-60 steel, and powder coated black.

3. Door hinges shall be ANSI A5112 with non-removable pin and two ball bearings.

4. Door closer shall have double heat treated steel tempered springs, and a triple heat treated steel spindle.

5. Door locks shall be ADA compliant, cylinder deadbolt with stainless steel pull plate and handle.

6. Kick plate shall be 34” x 10” with stainless steel finish, preinstalled on door.

7. Door louvers shall be 18” x 18” and powder coated black.

2.5 ROOFING

A. Roofing shall be supplied by building supplier except where noted.

B. SIP panels with ¼” hardi plank ceiling finish.

1. Hardi plank shall be painted on site by building installer.

D. Roofing-metal shall be Fabral Delta Rib, 29-gauge metal roofing, with 24 in.

coverage width.

1. Roofing package shall include inside and outside foam closures, matching trim

(eaves, gables and ridge) and fasteners, sheet metal flashing (all sides), and 30# felt (under metal).

2. Roofing color shall be Dark Brown.

13 34 23 – Pre-Engineered Restroom Building Page 7 of 8

E. Covered entry materials shall be supplied by building supplier.

1. Steel posts shall be supplied raw to be sealed by the building installer.

2.6 WATERLESS RESTROOMS

A. Waterless restroom components shall be supplied by building supplier.

B. Underground vault shall be 750 gallon polyethylene vault with steel reinforced center column.

C. Vent pipe for vault shall be:

1. Inner diameter of 12” and black polyethylene.

D. Toilet riser for vault shall be:

1. Single piece, 18”, white polyethylene molded double walled riser with a heavy duty seat and lid that come preinstalled.

2. Stainless steel safety riser bar preinstalled.

F. Grab bars shall be Brey-Krause Mfg. Co. D-Series.

G. Toilet paper dispenser shall be 2-roll, white, and wall mounted.

2.7 OTHER MATERIALS & EQUIPMENT

A. Unless otherwise specified, the following products and materials are NOT supplied by Romtec.

1. All items not listed in Romtec Products.

2. Any item listed as supplied by “installer”, “contractor”, “owner”, or “others”.

B. Unless specified in the plans or submittals, Romtec does not supply the following:

1. Building installation

2. Asphalt paving

3. Masonry pavers

4. Sidewalks

5. Landscaping

6. Site grading

7. Cast-in-place concrete foundations, footings, interior slabs and exterior/entry slabs

8. Concrete slab sealer

9. Mortar

10. Concrete grout

11. Rebar

13 34 23 – Pre-Engineered Restroom Building Page 8 of 8

12. Latex epoxy paint

13. Caulk for siding

14. Plumbing rough in, installation and trim

15. Electrical rough in, installation and trim

16. Drain valves and backflow check valves

17. Branch circuit breakers

18. Switches & outlets

19. Fluorescent tubes for light fixtures

20. Wall hangers for toilets

21. Typical fasteners; for example roofing nails, staples, etc.

22. Fasteners not included in product packaging

23. Irrigation Equipment

24. Gutters and downspouts

25. Fire alarm and fire suppression equipment

26. Lighting equipment not attached to the building

27. Clear coat finish for all decking, glulam beams, posts, and extensions

28. All other items indicated on final plans or required by building codes which are not specifically stated as supplied by Romtec.

PART 3: EXECUTION

3.1 SPECIAL INSPECTION

A. If required, special inspection shall be owner supplied.

B. If special inspection is required per the building department or other regulatory agencies, then the building supplier can assist but NOT provide this service.

3.2 INSTALLATION

A. All components to be installed according to the plan sets and/or manufacturer’s instructions.

3.3 OPERATION & MAINTENANCE MANUALS

A. Upon installation, do not throw away the Operations & Maintenance manuals that are provided by some manufacturers in their packaging. Requests for additional copies from the building supplier will result in subsequent charges.