7-2906A- Chatham Pool Bldg-B2648, GA 251203 - Spec Drawings (12-4-25).pdf

CHATHAM COUNTY POOL

BUILDING

SHEET SCHEDULE

SHEET CONTENTS

A2.1 FLOOR PLAN & SPECIFICATIONS

A2.2 ELEVATION VIEWS & SPECIFICATIONS

A1.1 TITLE PAGE & SPECIFICATIONS

S3.1 CMU PLAN & DETAILS & SPECIFICATIONS

S4.1 FOUNDATION PLAN & DETAILS, & SPEC'S

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.

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CHATHAM CO POOL

SECTION 13 34 23 - PRE-ENGINEERED BUILDING

Specification Date: 12/4/2025

SECTION 1: BUILDING SUPPLIER SCOPE

1.1. SUMMARY

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

1.2. GENERAL REQUIREMENTS

A. Packaged building design and engineering and furnishing all specified building package components shall be supplied by Romtec, Inc., or pre-approved alternate, hereafter designated as the building supplier.

B. The building supplier shall be a single source design, engineering, and manufacturing firm who shall meet all the following requirements.

C. The packaged building shall be a current standard product of building supplier.

D. Building supplier shall be regularly engaged in and have at least ten

(10) years of experience in packaged building engineering, design, supply, and construction.

E. The building supplier must meet or exceed the product specifications.

The Romtec, Inc. building package is an approved guide and example.

F. Alternate building suppliers shall demonstrate that they have designed, engineered, produced, delivered, and constructed at minimum ten (10) functioning site-built buildings of similar type.

Project completion dates and a reference contact from the owner of each project must be provided.

G. Alternate building suppliers must disclose all instances of any prior municipal reviewer or landscape architect’s rejection of the same or similar product as an “or equal” to the specified basis of design building package.

H. Bidders who propose and alternate building supplier other than Romtec, Inc. are required to provide a complete submittal package minimum of ten (10) calendar days prior to the bid opening date with full sealed plan sets, calculations, and all pre-engineered structural items.

I. Any products proposed as “or equal” that are not as specified must be specifically listed in the alternate building supplier submittal package and accompanied by manufacturers data sheets for review.

These products will be approved or denied prior to the bid opening.

Incomplete submittals will be rejected and returned to the bidder.

J. The building and its concrete footings, foundation, and slab are to be engineered by the building supplier to meet site-specific conditions, including wind and snow loading, local frost depth, and ground conditions.

K. Fasteners that are normally included with individual components, as we all any atypical fasteners, shall be supplied by building supplier.

L. Building is to be designed and constructed to meet local codes and approvals for permanent structures. Any building that is temporary, permanently relocatable, prefabricated modular, an offsite constructed product, or constructed of precast material is not an accepted equal to permanent, onsite, conventional construction.

M. No approval by any external entity will override the local building authority’s codes and inspections. Seals meant for modular homes and production plant certifications will not be allowed in lieu of sealed plans from a licensed engineer and conventional inspection during construction.

N. Building sidings, treatments, and roofing are to be as specified.

Precast buildings with painted textures are not considered architecturally equivalent.

O. The building supplier shall provide complete, code-compliant building plans including plans, elevations, sections, and details, under seal of a National Kitchen and Bathroom Association (NKBA) certified technical designer.

P. The building supplier shall provide complete structural calculations meeting code for design loads and seismic design under seal of a professional Engineer with current license in the state where the project is located.

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

R. All work and materials shall comply with current industry building codes and regulations for the state where the project is located.

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

1.3. DESIGN & SUBMITTAL DOCUMENTATION

A. The building supplier work shall include the design of the architectural, mechanical, structural, and electrical components that will be required for this building.

B. The building will be designed as a complete building package to be delivered to the job site for construction on-site by the contractor.

C. Within one (1) week of contract award, the building supplier shall submit the packaged building preliminary Scope of Supply and Design Submittal (SSDS), including the building plan view and elevation drawings.

D. The building supplier will provide complete submittal documentation in the building supplier’s standard electronic submittal format for review.

E. The preliminary SSDS will be reviewed by relevant parties and returned to the building supplier with any required revisions to the terms, product data sheets, and/or building plan view and elevation drawings noted as comments.

F. The building supplier shall make any required corrections or revisions and resubmit the preliminary SSDS until the preliminary SSDS is approved by the relevant parties.

G. Once the preliminary SSDS has been approved, the building supplier will provide full sealed plan sets stamped by an engineer licensed in the state that the building is located for review by the permitting authority.

H. Up to three (3) wet stamped sets of the plans and structural calculations shall be provided by building supplier before any additional fees apply. Standard plan set size is 11” x 17”.

I. Permitting authority will review the full sealed plan set and return with any required revisions or corrections noted as comments.

J. Building supplier shall provide one full round of sealed plan revisions in response to permitting authority comments before any additional fees are allowed.

K. The following sections shall be included in the building supplier’s preliminary Scope of Supply and Design Submittal. Incomplete submittals will be rejected and returned to the bidder.

(1) INTRODUCTION

(2) BUILDING DESIGN,

(a) SUPPLIED ITEMS

(b) EXCLUDED ITEMS

(c) PLAN VIEW AND ELEVATION DRAWINGS

(3) PRODUCT DATA

(4) WARRANTY & LIMITATIONS

Note: Overall site plan is not part of building supplier’s scope.

1.4. WARRANTY

A. The building package and all associated components provided by building supplier shall be warranted against defects in materials and workmanship for a period of not less than one (1) year from the date of acceptance. Acceptance is the date of delivery of the building package, or, if delivery is delayed for any reason beyond building supplier’s control, the date that the building and all its associated components were ready to deliver.

B. Building supplier shall pass through to owner all relevant manufacturers’ warranties for individual products and components of the building package.

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.

D A2.2

A A2.2

A

B

C

D1

FLOOR PLAN

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

C A2.2

B A2.2

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3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS3' CLEAR ENTRY / EGRESS

K

L O

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D 2.2

SYMBOL

LEGEND

DESCRIPTION AREA/

QUANTITY

INTERIOR CEILING LIGHTS 4

EXTERIOR WALL LIGHTS 3

ELECTRICAL OUTLET 1

WALL TYPE SCHEDULE

8" REINFORCED CONCRETE

MASONRY BLOCK WALL WITH

MORTAR JOINTS, GROUTED SOLID

ALL CELLS RUNNING BOND PATTERN.

28'-0" BUILDING

B

UI

L D

IN

G

B P

ROOF LINE

R

ID

G E

UTILITY

P

UNDERGROUND ELECTRICAL

SERVICE VERIFY REQUIREMENTS

FOR TYING INTO SERVICE UTILITY

EQUIPMENT BY OTHERS.

CONCRETE WALK

BY INSTALLER

STORAGE

PUMP EQUIPMENT

BY OTHERS

3/4" GAS SERVICE

INTO BUILDING

AC-2

AC-1

AC-2

SECTION 2: BUILDING PACKAGE PRODUCTS

2.1. APPROVED BUILDING SUPPLIERS

A. Romtec, Inc.

18240 North Bank Road, Roseburg, OR 97470 Tel: 541-496-3541; Fax: 541-496-0803;

Email: RIsales@romtec.com Web: www.Romtec.com

B. Requests for use of an alternate building supplier will be considered in accordance with provisions of Section 1.

methods for the materials and items described in this section.

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

B. Light fixtures shall be supplied by building supplier.

(1) Exterior lights to be LED downlights with cast-aluminum housing with corrosion-resistant paint in dark bronze. Polycarbonate lens.

(2) Exterior lights controlled by photocell.

(3) Interior surface mount, 48” LED light fixtures.

(4) Lights controlled by switch (switches by installer).

C. Mini split cooling-heating, multi-indoor unit supplied by building supplier.

D. Mechanical exhaust package with in-line fans shall be supplied by building supplier.

E. Main breaker panel shall be supplied by building supplier.

(1) Breaker Panel shall be 200 Amp, single-phase, rain tight.

Note: Breaker panel shall be sized to accept only the loads of the building supplier electrical fixture package. The building supplier should modify the main breaker panel as needed to be most efficient based on any design changes.

F. Note: Pool Building to house electrical panel for the restroom building.

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

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

(3) Block color TBD.

B. Exterior finish: Fiber cement lap siding located in the gable ends of the building only supplied by building supplier.

C. Inside face of all exterior walls shall have rigid insulation finished with smooth, white FRP panels supplied by building supplier.

D. Insulated flood vents, flood-thru, passive, stainless steel supplied by building supplier.

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

(1) Corrim FRP doors and frames, primed.

(2) Masonry door clips (3/16” dia.) for door frame shall be fitted between the doorframe and concrete blocks to bond frame to wall. Door clips shall allow full internal grouting of the frame during installation.

(3) Hinges shall meet ANSI A5112 with non-removable pin and two ball bearings.

(4) Hager 5100 Series Grade 1 door closer shall be constructed of cast iron.

(5) Door lock shall be Grade 2, standard duty commercial cylindrical lever locks with no exposed mounting screws.

(a) Hager 341C latch protection plate with lock cut out.

(6) Double doors to have a 18” x 18” louvered vent.

B. Roof system shall consist of wood truss package.

(1) Building supplier shall provide the following items:

(a) Batt insulation.

(b) 1”x4” Cedar Trim

(c) Simpson anchors/ties

(d) Roof Sheathing

(e) Lumber for truss blocking, top-of-wall blocking, eave/vent blocking

(f) Vents

(g) Ice and water shield.

(h) Interior trim boards

(i) Ceiling finish: smooth, white FRP panels.

C. Roofing shall be Fabral, 26-gauge, Horizon 16, standing seam panels, with 16 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 to be selected by the owner from the manufacturers’ standard color chart.

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.

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ELEVATION VIEW

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

B

ELEVATION VIEW

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

FG

28'-0"

W

A L L

FG

FG

17 1/2"

O.H.

22'-0"

FG

C

ELEVATION VIEW

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

D

ELEVATION VIEW

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

FG

17 1/2"

O.H.

22'-0"

FG

2X FASCIA, TYP.

8"x16" CMU GROUND FACE

CONCRETE BLOCK WALL

8"x16" CMU GROUND FACE

CONCRETE BLOCK WALL

METAL ROOFING

2X FASCIA, TYP.

LAP SIDING IN GABLE ONLY

8"x16" CMU GROUND FACE

CONCRETE BLOCK WALL

METAL ROOFING

2X FASCIA, TYP.

FG

28'-0"

W

A L L

FG

2X FASCIA, TYP.

8"x16" CMU GROUND FACE

CONCRETE BLOCK WALL

LAP SIDING IN GABLE ONLY

LF-1 LF-1

LF-1

AC-2

AUTOMATIC FLOOD

VENT, TYP. (4)

WALL MOUNTED LIGHT,

TYP. (3)

WALL MOUNTED LIGHT,

TYP. (3)

AUTOMATIC FLOOD

VENT, TYP. (4)

AUTOMATIC FLOOD

VENT, TYP (4)

48’ to 53’ flatbed or van truck and trailers, or as close to those dimensions as can legally access the site. Overall dimensions of the truck and trailers allowed to access the site are: 70’ overall length, 102” wide and 168” high.

B. Building supplier shall deliver organized building package components in stages as shrink-wrapped pallets that correspond to a typical sequence of construction. A bill of material stating the stages of palletized components shall be included with every delivery.

(1) Stage 1 pallets shall include structural components such as block, frames, vents, beams, connectors, trusses, etc.

(2) Stage 2 pallets shall include second stage structural components such as filler wall material, windows, skylights, roofing, etc.

(3) Stage 3 pallets shall include structural finish components such as siding material, tile, doors etc.

(4) Stage 4 pallets shall include plumbing and electrical fixtures and other finish materials such as toilets, sinks, drinking fountains, electrical fixtures, accessories, etc.

SECTION 3: BUILDING INSTALLER SCOPE

The installing contractor or subcontractor, hereafter designated as the building installer, is responsible for building package installation. Building installer work will generally include foundation/pad construction and building package assembly/construction.

Note: Building supplier’s scope is separate from the building installer’s scope. Romtec, Inc., is the approved building supplier, not a designated building installer.

3.1. CONSTRUCTION SUBMITTALS

A. If required by owner and/or reviewing authority, building installer shall submit product data sheets and relevant information about the specified building installer supplied products below for review and approval.

3.2. WARRANTY

A. Building installer’s work shall be warranted against defects in materials and workmanship for a period of not less than one (1) year from the date of acceptance. Acceptance is the date that installation work for the building package is completed, including any relevant final punch list. In the event that final acceptance of the completed building is delayed for reasons beyond building installer’s control, the warranty shall be one (1) year from the completion of building installer’s installation work and demobilization.

B. Building installer shall pass through to owner all relevant manufacturers warranties for individual products and components supplied by building installer.

3.3. STRUCTURE

A. Masonry (concrete) grout shall be supplied and installed by building installer.

(1) Grout shall have a minimum compressive strength of 2,500 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 block must be fully grouted and may not be wetted.

Note: If required for installation, building installer will be responsible for providing appropriate equipment and labor for notching CMU block for bond beams, cutting CMU block to make any required shapes, and/or grinding CMU block for fixture mounting.

B. Rebar for walls shall be supplied and installed by building installer.

(1) All walls shall have # 4 and # 5 rebar. See final approved plans for spacing.

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

C. Interior block wall finish shall be latex epoxy paint supplied and installed by building installer.

D. Interior floors to be epoxy finish supplied by building installer.

(1) Cove base to be integral with flooring.

E. Sealant for all exposed wood shall be supplied and installed by building installer.

F. Sealant for all exterior CMU block is required, to be supplied and installed by building installer.

G. Doors and frames are factory primed to be painted on-site by building installer.

H. Fiber cement siding is factory primed to be painted on-site by building installer.

3.4. ELECTRICAL

A. Electrical rough-in, installation and trim shall be provided by building installer.

(1) All underground and/or overhead service to building shall be as specified in the final site plan.

(2) Building installer is responsible for all necessary wire, connectors, grounding, conduit, and related items to install the building package electrical components and meet all relevant national, state, and local codes.

(3) Building installer shall supply and install all switches and outlets required to complete the building package installation.

3.5. CAST IN-PLACE CONCRETE FOR BUILDING PACKAGE

A. All equipment, labor, trades, and materials for cast-in-place concrete shall be provided by building installer.

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.

A

STRUCTURAL CMU PLAN

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

S3.1

8" CMU END

DETAIL, TYP.

REBAR

#4 #5

MIN. LAP

24" 30"

CMU REBAR SCHEDULE

BEND DIAMETER

3" MIN.

3-3/4" MIN.

CMU REBAR NOTES:

- BENDS: MIN. INSIDE BEND DIAMETER

SHALL BE NOT LESS THAN 6d AS PER

TMS 402-16 SECTION 6.1.8.2

- SPLICES: LAP SPLICES ARE PERMITTED

AS PER TMS 402-16 SECTION 6.1.6.1.1

PIPES INSTALLED THROUGH CMU WALL NOTES:

- SUPPLY: THE FIXTURE SUPPLY LINE SHOULD

BE BORED A 1/2" LARGER THAN REQUIRED

LINE SIZE AND THE PORTION OF PIPE LOCATED

IN CMU WALL SHALL BE WRAPPED WITH 10MIL

BLACK TAPE

- WASTE PIPE: THE FIXTURE WASTE LINE

SHOULD BE BORED A 1/2" LARGER THAN

REQUIRED LINE SIZE.

CMU CORNER

WALL DETAIL

CMU REBAR LAYOUT DETAIL

SCALE: 1" = 1'-0"

VERTICAL # REBAR @ "oc HORIZONTAL # REBAR @ "oc

# REBAR EACH SIDE OF

OPENINGS

(1) ADDITIONAL 8'-0" # REBAR EXTEND

24" BEYOND DOOR OPENINGS

(2) # REBAR @ TOP COURSE

NOTE: HORIZONTAL REBAR TO GO

AROUND VERTICAL REINFORCEMENT

WITH STANDARD BEND AT ALL CORNERS,

AND HORZ REBAR TO BEND UP OR DOWN

AND LAP VERTICAL REBAR AT ALL OPENING

LOCATIONS AS PER DETAILS ON SHEET 4

F.F.

S3.1

S3.1

S3.1

CMU END

WALL DETAIL

TYP. REBAR

PLACEMENT DETAIL

1st COURSE

HORIZONTAL

REBAR BEND UP

NOT SHOWN: (2) # REBAR ABOVE &

BELOW MAJOR OPENINGS EXTEND

24" BEYOND OPENINGS (>2'-0" WIDE

EXCEPT DOOR OPENINGS)

EXTERIOR WALL CONNECTIONS DETERMINED - PER DETAIL 1/4

SCALE: 3" = 1'-0"

WALL-SLAB CONNECTION - MONO

REBAR PER DETAIL

SEE DETAIL FOR

SLAB THRESH HOLD DETAILS

EXTERIOR SLAB

SLOPE AWAY 1/4":1'-0"

FINISH GRADE

SEE NOTE #4 SHEET

REBAR PER DETAIL

ALTERNATE HOOKS INTO SLAB

APPROX. 3/8" LEVELING

MORTAR BED

REBAR IN FOOTING

AS PER SHEET

1 / 3

1 / 3

1 / 3

1 / 3

1 / 3

WALL-SLAB CONNECTION - STEM

SCALE: 3" = 1'-0"

REBAR PER DETAIL

SEE DETAIL FOR

SLAB THRESH HOLD DETAILS

EXTERIOR SLAB

SLOPE AWAY 1/4":1'-0"

FINISH GRADE

SEE NOTE #4 SHEET

REBAR PER DETAIL

ALTERNATE HOOKS INTO SLAB

APPROX. 3/8" LEVELING

MORTAR BED

REBAR IN FOOTING

AS PER SHEET

1 / 3

1 / 3

1 / 3

1 / 3

1 / 3

SCALE: 3" = 1'-0"

WALL-SLAB CONNECTION - CMU STEM

REBAR PER DETAIL

SEE DETAIL FOR

SLAB THRESH HOLD DETAILS

EXTERIOR SLAB

SLOPE AWAY 1/4":1'-0"

FINISH GRADE

SEE NOTE #4 SHEET

REBAR PER DETAIL

ALTERNATE HOOKS INTO SLAB

APPROX. 3/8" LEVELING

MORTAR BED

TOOL JOINT AT SLAB

1/2" x 3/8"W & FILL

W/ SELF LEVELING

POLYURETHANE SEALANT

30# FELT BOND

BREAKER, HOLD

DOWN 1/2" FROM

TOP OF SLAB

REBAR IN STEMWALL

PER SHEET

1 / 3

1 / 3

1 / 3

1 / 3

1/S7.2

CMU INTERSECTION DETAIL

SCALE: 1" = 1'-0"

8" TO 8" MORTAR JOINT

SPLICE LAP W/ 90° BEND

TYPICAL HORIZONTAL REBAR

PER DETAIL WITH

ALTERNATING 90° BEND

TYPICAL VERTICAL REBAR

PER DETAIL

TYPICAL

HORIZONTAL

REBAR PER

DETAIL

1 / 3

1 / 3

1 / 3

8" CMU REBAR PLACEMENT

SCALE: 1" = 1'-0"

NOTE: REBAR INSTALLED AS PER

TMS 602-13/ACI 530.1-13/ASCE 6-13

INSIDE OF WALL OUTSIDE OF WALL

REBAR PLACEMENT FOR:

-ABOVE & BELOW MAJOR

OPENINGS (>2'-0" WIDE)

-TOP COURSE OF CMU WALL

1 3/4"

3 3/4"

1 3/4"

HORIZONTAL

(2) # REBAR

VERTICAL

# REBAR

5CMU CORNER DETAIL

SCALE: 1" = 1'-0"

MORTAR JOINT

8" CMU BLOCK WALL

24" - 30" OVERLAP

TYPICAL HORIZONTAL REBAR

PER DETAIL

WITH ALTERNATING 90° BEND

TYPICAL (2) VERTICAL REBAR

PER DETAIL

TYPICAL HORIZONTAL REBAR

PER DETAIL

SPLICE LAP WITH 90° BEND

1 / 3

1 / 3

1 / 3

CMU WALL END DETAIL

SCALE: 1" = 1'-0"

MORTAR JOINT

CUT NOTCH IN BLOCK

AS NEEDED FOR REBAR

EMBEDMENT

TYPICAL HORIZONTAL REBAR

WITH 90° BEND DOWN

PER DETAIL

(2) # VERTICAL

REBAR CONT

1 / 3

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S3.1

8" CMU

CORNER,

TYP.

S3.1

8" CMU REBAR

PLACEMENT, TYP.

S3.1

8" TO 8" CMU

INTERSECTION,

TYP.

(1) Includes all materials and labor for building package foundations/footings and interior slabs.

B. Footings for the building package are to be dug by the building installer and poured on-site to meet local code for permanent structures. A prefabricated, modular mat placed on compacted base is not an accepted equal to a site specific, site poured, engineered foundation.

C. Engineered fill shall be ¾” minus crushed aggregate around footings, foundations, and slabs, or as required in the final approved plans.

D. Slab vapor barrier shall be 6-mil continuous plastic under the concrete slab, or as required in the final approved plans.

E. The foundation shall be installed as designed with all cast in-place concrete poured to dimensions specified, or as required in the final plans.

(1) Footings will be built to minimum 24” depth or greater if required by local frost depth or permitting authority.

(2) Minimum compressive strength of foundation concrete shall be 3,000 psi at 28 days, 4” +/-1” slump, with max ¾” aggregate, cured in accordance with ACI 308, or as required in approved final plans.

(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.

F. Building installer shall supply and install concrete slab sealer.

(1) 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.

3.6. OTHER MATERIALS & EQUIPMENT

A. Unless otherwise specified, the following products and materials are supplied by building installer (if applicable).

(1) Building package installation

(2) Cast-in-place concrete foundations, footings, interior slabs.

(3) Concrete slab & block sealer

(4) Mortar

(5) Concrete grout

(6) Rebar

(7) Latex epoxy paint

(8) Caulk for siding

(9) Electrical rough in, installation and trim

(10) Switches & outlets

(11) Typical fasteners; for example: roofing nails, staples, etc.

(12) Fasteners not included in product packaging.

(13) Wood sealant for all decking, glulam beams, posts, and extensions

(14) All other items within the building footprint indicated on final plans or required by building codes to complete installation of the building package which are not specifically stated as supplied by building supplier.

3.7. DELIVERY, STORAGE, AND HANDLING

A. The building installer will be responsible for all equipment and labor required for off-loading of the delivered building package onsite.

B. The building installer will assume responsibility for adequate protection and maintenance of delivered building package materials from weather, damage, and pilferage during installation work. Any failure to adequately protect building package materials that affects the warranty of those materials will be at building installer’s expense.

C. Building installer shall collect and maintain for final delivery to owner any operation & maintenance manuals included by individual product manufacturers with their respective product packaging. Any failure to collect, maintain, and/or deliver these O&M manuals to the owner that results in fees from building supplier for additional copies shall be at building installer’s expense.

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.

GENERAL NOTES:

* WHEN USING EITHER STEM WALL OPTION RECESS STEM WALL THE

THICKNESS OF SLAB AT DOOR THRESHOLD

* PRIVACY WALLS TO HAVE A 30" WIDE x 12" DEEP FOOTING, IF APPLICABLE

* CMU STEM WALL OPTION, CMU BLOCK IS BY INSTALLER

* VERTICAL REBAR IN SLAB/STEM WALL TO MATCH VERTICAL WALL

REINFORCEMENT LAP PER WALL SCHEDULE

FOUNDATION DESIGN SHOWN HERE IS PRELIMINARY AND

SUBJECT TO CHANGE. FINAL FOUNDATION DESIGN TO BE

DETERMINED DURING THE FORTHCOMING FULL DESIGN

PHASE FOR THE BUILDING. ANY INCREASED COSTS OR TIME

NEEDED TO CONSTRUCT THE FINAL FOUNDATION DESIGN IS

BETWEEN THE END OWNER AND THE BUILDING INSTALLER

SCALE: N.T.S.

8"

24"

FOUNDATION DETAIL

12" MIN

24"

12"

24"

BLOCK FOR STEM WALL SUPPLIED BY INSTALLER

CMU BLOCK

REBAR PER

DETAIL

5" CONC SLAB W/ #4

REBAR @ 16" OC EW

OVER 6" ENGINEERED FILL

6 MIL VAPOR

BARRIER

(3) #5 REBAR CONT.

REBAR PER DETAIL

HOOK INTO

FOOTING, LAP PER

WALL SCHEDULE

#5 X 12"

DOWEL

@ 12" O.C.

(DRILL &

DOWEL)

CMU BLOCK

REBAR PER

DETAIL

5" CONC SLAB

W/ #4 REBAR @

16" OC EW OVER

6" ENGINEERED FILL

6 MIL VAPOR

BARRIER

COMPACTED

FILL

(3) #5 CONTINUED

#5 X 12"

DOWEL

@ 12" O.C.

(DRILL &

DOWEL)

CMU BLOCK

REBAR PER

DETAIL

5" CONC SLAB

W/ #4 REBAR @

16" OC EW OVER

6" ENGINEERED FILL

COMPACTED FILL

#5 HORIZ REBAR

@ T&B IN BOND

BEAM @ 16" OC

REBAR PER DETAIL

ALTERNATE

HOOKS INTO

FOOTING, LAP PER

WALL SCHEDULE

(3) #5 CONTINUED

EQ EQ EQ EQ

MONOLITHIC SLAB OPTION CONCRETE STEM WALL FOOTING OPTION CMU STEM WALL OPTION

EQ EQ

#5 X 12"

DOWEL

@ 12" O.C.

(DRILL &

DOWEL)

#5 HORZ REBAR

@ T&B & 16" OC

REBAR PER DETAIL

ALTERNATE

HOOKS INTO

FOOTING, LAP PER

WALL SCHEDULE

6 MIL VAPOR

BARRIER

1/S8.2

1/S8.2

1/S8.2

1/S8.2

1/S8.2

1/S8.2

S7.2

S7.2

S7.2

M

IN

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R M

O R

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P E R

L O

C A L F

R O

S T D

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M

IN

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O R

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P E R

L O

C A L F

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M

IN

O

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P E R

L O

C A L F

R O

S T D

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SCALE: 1" = 1'-0"

EDGE OF CONC. WALKWAY

12"

(2) #4 REBAR CONT

FINISH GRADE

5" CONC. SLAB W/ 6 X 6 -

W2.9 X W2.9 WWM OR #4 REBAR

@ 16" OC EW CONTRACTORS

OPTION, SLOPE AWAY

FROM BLDG. @ 1/4" : 12" UNO

COMPACTED FILL

NATIVE SOIL

A

FOUNDATION PLAN

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

24"

TYP

T Y P

S4.1

EDGE OF CONCRETE

WALKWAY, TYP.

12/03/25

2906A

JMW

S4.1

S P E C

IF

IC

A T

IO

N S

F O

UN

D

A T

IO

N P

L A N

D E T A

IL

S

T Y P

24"

TYP

T Y P

24"

TYP

12"

TYP

T Y P

S L O

P E 12"

TYP

CONCRETE WALK

(BY INSTALLER)

T Y P

T Y P

12"

TYP

S4.1

EDGE OF CONCRETE

WALKWAY, TYP.

5" CONC SLAB W/ #4

REBAR @ 16" OC EW OVER

6" ENGINEERED FILL

SLOPE

S4.1

FOUNDATION

DETAIL, TYP.

SECTION 4: CONTRACTOR SCOPE ITEMS

The items in this section may be provided by the same building installer as defined in Section 3 above (typically when a single entity is acting as both the building installer and contractor), or the items in this section may be provided by a separate entity such as a general contractor or site contractor, hereafter designated as contractor (typically when the building installer is a separate subcontractor). Contractor work will generally include site preparation and grading, excavations for structures, backfill and/or structural backfill, and any site or utility work outside the building package footprint.

Items in this section are generally to be completed prior to building installer beginning its installation work described in Section 3 above.

4.1. CONSTRUCTION SUBMITTALS

A. If required by owner and/or reviewing authority, contractor shall submit product data sheets and relevant information about the specified contractor supplied products below for review and approval.

4.2. WARRANTY

A. Contractor’s work shall be warranted against defects in materials and workmanship for a period of not less than one (1) year from the date of acceptance. Acceptance is the date that installation work for the building package is completed, including any relevant final punch list. In the event that final acceptance of the completed building is delayed for reasons beyond contractor’s control, the warranty shall be one (1) year from the completion of contractor’s installation work and demobilization.

B. Contractor shall pass through to owner all relevant manufacturers’ warranties for individual products and components supplied by contractor.

4.3. ELECTRICAL

A. Incoming electrical utility lines to within approximately 10’ of the building shall be provided by contractor.

(1) All underground and/or overhead service to building shall be as specified in the final site plan.

(2) Electric meter base and all rough wiring, switches, plugs and circuit breakers shall be as shown on final plans.

B. Contractor supplies and installs the meter base and meter.

4.4. CAST IN-PLACE CONCRETE FOR BUILDING EXTERIOR

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

(1) Includes all materials and labor for exterior/entry slabs and sidewalks.

B. Refer to drawings for sidewalks and entry slabs.

(1) Minimum concrete compressive strength of 2,500 psi at 28 days, or as required in final approved plans.

(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 the final approved site plan.

4.5. OTHER MATERIALS & EQUIPMENT

A. Unless otherwise specified, the following products and materials are supplied by contractor.

(1) All items not specifically listed as supplied by building supplier or building installer.

(2) Any item listed as supplied by “contractor” or “others.”

B. Unless specified in the plans or submittals, contractor supplies the following items (if applicable):

(1) Incoming electrical, water, sewer, and gas utilities.

(2) Asphalt paving

(3) Masonry pavers

(4) Sidewalks

(5) Landscaping

(6) Site grading

(7) Exterior/entry slabs

(8) Drain valves and backflow check valves.

(9) Branch circuit breakers

(10) Irrigation Equipment

(11) Fire alarm and fire suppression equipment.

(12) Lighting equipment not attached to the building.

(13) All other items exterior of the building footprint indicated on final plans or required by building codes which are not specifically stated as supplied by building supplier or building installer.

4.6. DELIVERY, STORAGE, AND HANDLING

A. The contractor will assume responsibility for adequate protection and maintenance of the installed building package materials after completion of installation work by building installer. Any failure to adequately protect building package materials that affects the warranty of those materials will be at contractor’s expense.

SECTION 5: OWNER’S SCOPE

5.1. ONGOING MAINTENANCE

A. Owner is responsible for ongoing maintenance of the completed building after completion of work by building installer and contractor.

5.2. SITE PLAN

A. Owner (or owner’s site engineer) is responsible for providing the final approved site plan to building supplier and/or building installer.

5.3. SPECIAL INSPECTION

A. If required, special inspection(s) services shall be provided by owner.

B. If special inspection(s) are required by the permitting authority or relevant agency(ies), then the building supplier, building installer, and/or contractor shall provide reasonable assistance to the owner to accommodate the special inspection(s).