Praters Mill Restroom Building _ Spec Drawing.pdf

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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.

PRATER’S MILL

SECTION 13 34 23 - PRE-ENGINEERED RESTROOM

BUILDING

Specification Date: 5/2/2025

SECTION 1: BUILDING SUPPLIER SCOPE

1.1. SUMMARY

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

1.2. GENERAL REQUIREMENTS

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

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

C. The packaged building shall be a current standard product of build-ing 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 specifica-tions. The Romtec, Inc. building package is an approved guide and example.

F. Alternate building suppliers shall demonstrate that they have de-signed, engineered, produced, delivered, and constructed at mini-mum 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 struc-tural 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 con-ditions.

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 construct-ed 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 au-thority’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. Pre-cast buildings with painted textures are not considered architectural-ly equivalent.

O. The building supplier shall provide complete, code-compliant build-ing 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 architec-tural, 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 De-sign Submittal (SSDS), including the building plan view and eleva-tion 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 re-turned 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 revi-sions 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 suppli-er 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 calcu-lations 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 sub-mittals 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 build-ing 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 manufac-turers’ warranties for individual products and components of the building package.

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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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.

25'-4" BUILDING

P

P

UNDERGROUND ELECTRICAL

SERVICE VERIFY REQUIREMENTS FOR TYING

INTO SERVICE UTILITY EQUIPMENT CONFIRMED

BY OWNER

CONCRETE WALK BY

INSTALLER

UNISEX

UNISEX

UNISEX

UNISEX

MECH

R

ID

G E L

IN

E

E A V

E L

IN

E

B

UI

L D

IN

G

W W

W W

1 1/2" WATER PIPE

WATER SERVICE

INTO BUILDING

SS

SS

SS

SS

S E W

E R

TO SANITARY SEWER

SYSTEM CONFIRMED

BY OWNER

LOUVER

LOUVER

LOUVER

LOUVER

3" V

TR

3"

V

TR

3" V

TR

3"

V

TR

FD-2FD-2

FD-2

WC-1

WC-1 WC-1

WC-1

S P A R

E C

O N D

UI

T

B P

GB42GB18

G B

GB42 GB18

G B

GB42 GB18

G B

GB42GB18

G B

NOTE:

FREEZE RESISTANT-PLUMBING

TO BE IN HEATED SPACE

HB-1

DF-1

DF-1

S-1

WH

LV

-1

LV

-1

LV

-1

LV

-1

HD

HD

HD

HD

A C

-2

AC-2

AC-2AC-2

AC-2

AC-1

FD-2

SYMBOL

LEGEND

DESCRIPTION AREA/

QUANTITY

INTERIOR CEILING LIGHTS 6

EXTERIOR WALL LIGHTS 6

WALL TYPE SCHEDULE

8" REINFORCED CONCRETE

MASONRY BLOCK WALL WITH

MORTAR JOINTS, GROUTED SOLID

ALL CELLS RUNNING BOND PATTERN.

ROOF EXTENSION

S L A B

/2

S L A B

E X T E N S

IO

N

5'-0" SLAB5'-0" SLAB

FD-1

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 ac-cordance with provisions of Section 1.

2.2. BUILDING DESCRIPTION

A. Refer to drawings for quantities, dimensions, locations, and installation methods for the materials and items described in this section.

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

2.3. PLUMBING FIXTURES & ACCESSORIES

A. The following plumbing fixtures and accessories shall be supplied by build-ing supplier.

B. Toilet shall be floor mount, top supply, white vitreous china.

(1) Flush valve shall be a chrome, manual lever with ADA compliant metal oscillating non-hold-open handle.

C. Lavatory shall be 19 in. x 17 in. white vitreous china and wall hung with anti-splash rim and concealed front overflow.

(1) Faucets shall be a 2.2gpm, pivot action lever style faucet.

D. Grab bars shall be stainless steel.

E. Mop sink basin will be 24x24 with stainless steel drain, vinyl bumper guard, stainless steel wall guard set, faucet, mop hanger, service hose and service hose bracket.

F. Drinking fountain shall include bi-level electric water cooler with bottle filling station and freeze protection. VRCTLDDWS shall deliver non-chilled drinking water. Units shall be stainless steel construction and include van-dal-resistant bubbler. Bottle filling unit shall include an automatic 20-sec-ond shut-off timer. Shall include Green Ticker™ displaying count of plastic bottles saved from waste. Bottle filler shall provide 1.1 - 1.5 gpm flow rate with laminar flow to minimize splashing. Unit shall meet ADA guidelines.

Unit shall be lead-free design which is certified to NSF/ANSI 61 and 372 and meets federal and state low-lead requirements. Unit shall be certified to UL399 and CAN/CSA 22.2 No. 120.

2.4. ELECTRICAL

A. The following electrical fixtures shall be supplied by building supplier.

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) Restroom lights controlled by motion sensor.

(5) Mech room lights controlled by switch (switches by installer).

C. Electric tank, 50-gallon, 4.5kw water heater supplied by building supplier.

D. Mini split air conditioner and heat pump. The indoor unit is mounted inside a room and connected to the outdoor unit via refrigerant lines and in-ter-unit wiring through a 3-1/2” opening in the wall.

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

F. Wall mount, brushed stainless steel ThinAir hand dryer.

G. 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.

2.5. STRUCTURE

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 smooth-face mortar joint concrete masonry units (concrete blocks).

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

(3) Block color to be Gray.

B. Exterior wall finish shall be fiber cement board and batten siding over insu-lation.

C. Sanitary tile cove base on interior restroom walls to be supplied by building supplier.

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

(1) Doors shall be Steelcraft® SL18 standard laminated honeycomb core and 18-gauge galvanized steel.

(2) Door frame shall be pre-welded Steelcraft® 3-Sided flush frame, 16-gauge galvannealed A-60 steel.

(3) Doors and frames shall be powder coated white (color to be selected from standard RAL color chart).

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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.

5'-0" 25'-4"

FG

5'-0"

FG

B

ELEVATION VIEW

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

16'-8"

FG FG

LF-1 LF-1

RESTROOM

W

A L L

CONCRETE WALK

(BY INSTALLER)

C

ELEVATION VIEW

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

D

ELEVATION VIEW

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

GUTTERS & DOWNSPOUTS,

(BY OTHERS) TYP.

2X FASCIA, TYP.

LF-1

FIBER CEMENT B&B SIDING

OVER 8"x16" CMU SMOOTH

FACE CONCRETE BLOCK WALL

WALL MOUNT LIGHT, TYP.

RESAWN TIMBER TRUSS

NOTE:

FREEZE RESISTANT-PLUMBING

TO BE IN HEATED SPACE

DF-1

DF-1

BF-1

HB-1

3" VTR W/ VENT BOOT, TYP (4)

5'-0" 25'-4"

FG

5'-0"

FG

CONCRETE WALK

(BY INSTALLER)

GUTTERS & DOWNSPOUTS,

(BY OTHERS) TYP.

2X FASCIA, TYP.

LF-1

3" VTR W/ VENT BOOT, TYP (4)

LF-1

FIBER CEMENT B&B SIDING

OVER 8"x16" CMU SMOOTH

FACE CONCRETE BLOCK WALL

WALL MOUNT LIGHT, TYP.

3" VTR W/ VENT BOOT, TYP (4)

GUTTERS & DOWNSPOUTS,

(BY OTHERS), TYP

METAL. ROOFING

2X FASCIA, TYP

4'-0"

ROOF EXTENSION

17 1/2"

O.H.

17 1/2"

O.H.

16'-8"

FGFG

LF-1 LF-1

RESTROOM

W

A L L

3" VTR W/ VENT BOOT, TYP (4)

GUTTERS & DOWNSPOUTS,

(BY OTHERS), TYP

METAL. ROOFING

2X FASCIA, TYP

4'-0"

FIBER CEMENT B&B SIDING

OVER 8"x16" CMU SMOOTH

FACE CONCRETE BLOCK WALL

RESTROOM

UNISEX ISA WITH BRAILLE SIGN

PER ADA & LOCAL CODES

ROOF EXTENSION

17 1/2"

O.H.

17 1/2"

O.H.

AC-1

AC-1

AC-1

WALL MOUNT LIGHT, TYP.

FIBER CEMENT B&B SIDING

OVER 8"x16" CMU SMOOTH

FACE CONCRETE BLOCK WALL

RESTROOM UNISEX ISA WITH BRAILLE SIGN

PER ADA & LOCAL CODES

WALL MOUNT LIGHT, TYP.

(4) 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.

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

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

(7) 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.

(8) Restroom doors to have 18” x 18” louvered vents.

2.6. ROOFING

A. 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

B. 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, match-ing 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’ stan-dard color chart.

2.7. DELIVERY, STORAGE, AND HANDLING

A. The building supplier freight shall be based on delivering the product on a 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 fix-tures, 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 sub-mit 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 ac-ceptance. Acceptance is the date that installation work for the building pack-age 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 com-pletion of building installer’s installation work and demobilization.

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

3.3. STRUCTURE

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

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STRUCTURAL CMU PLAN

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

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.

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.

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

8" CMU

CORNER,

TYP.

8" TO 8" CMU

INTERSECTION,

TYP.

8" CMU END

DETAIL, TYP.

8" CMU REBAR

PLACEMENT, TYP.

(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 spac-ing.

(2) All rebar used in the building must meet ASTM A615 manufacturing stan-dards 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. Ceiling finish shall be supplied and installed by building installer per the final approved plans.

E. Interior floors to be sealed concrete finish supplied by building installer.

F. Sealant for all exposed wood shall be supplied and installed by building install-er.

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

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

(1) Siding shall be mounted over OSB sheathing (sheathing supplied by build-ing supplier).

I. Rain gutters and downspouts are supplied and installed 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, ground-ing, 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.

(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 spe-cific, site poured, engineered foundation.

C. Engineered fill shall be ¾” minus crushed aggregate around footings, founda-tions, 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 accor-dance 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 man-ufacturer’s instructions.

3.6. PLUMBING

A. Plumbing rough-in, installation and trim within 10’ of the building footprint shall be provided by building installer.

(1) All underground water service and sewer drain(s) from building to be as specified in final approved site plan.

(2) Building water shutoff valve, drain, and all rough piping shall be as shown on final building plans. Final installation location to be deter-mined onsite.

(3) Install the building package plumbing fixtures per the final approved plans.

(4) Piping shall be installed per the final approved plans with minimum pipe sizing per 2009 Uniform Plumbing Code Section 610.

B. Floor drains in the building shall be supplied and installed by building install-er.

(1) All floor drains shall be as shown on final approved plans.

3.7. 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) Plumbing rough in, installation and trim

(10) Electrical rough in, installation and trim

(11) Switches & outlets

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

(13) Fasteners not included in product packaging.

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

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

JMW

S4.1

S P E C

IF

IC

A T

IO

N S

F O

UN

D

A T

IO

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L A N

D E T A

IL

S

A

FOUNDATION PLAN

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

EDGE OF CONCRETE

WALKWAY, TYP.

FOUNDATION

DETAIL, TYP.

EDGE OF CONCRETE

WALKWAY, TYP.

CONCRETE WALK

(BY INSTALLER)

FLOOR DRAIN, TYP.

S L O

P E

COLUMN FOOTING

DETAIL, TYP.

5" CONC SLAB W/ #4

REBAR @ 16" OC EW OVER

6" ENGINEERED FILL

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.

MAKE SAWCUT 1 1/2" DEEP WITHIN 24

HRS OF POUR "DO NOT CUT BARS".

FILL W/ EXPANDING JOINT COMPOUND.

MAXIMUM JOINT SPACING = 10'-0". AT

INSTALLER'S OPTION, CONTROL JOINT

MAY BE TOOLED DURING CONCRETE

FINISHING.

COMPACTED FILL

SCALE: 1" = 1'-0"

SAWCUT JOINT

3SCALE: 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

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 / 3

1 / 3

1 / 3

1 / 3

1 / 3

1 / 3

M

IN

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M O

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P E R

L O

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M

IN

O R

M O

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P E R

L O

C A L F

R O

S T D

E P T H

M

IN

O R

M O

R E

P E R

L O

C A L F

R O

S T D

E P T H

30" SQ

6X8 RESAWN TIMBER COLUMN

WETSET BASE BRACKET ROMTEC

BT-000-1025 SECURE COLUMN WITH

(2) 3/4"Ø X 8" BOLT, (2) WASHERS &

NUT, TYP.

6" X 8" RESAWN

TIMBER COLUMN

MOISTURE BARRIER

BETWEEN COLUMN AND

PLATE BY INSTALLER

GROUT TO FILL

VOID BY INSTALLER

TOOL JOINT AT SLAB

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

W/SELF LEVELING

POLYURETHANE SEALANT

12" DIAMETER

PEDESTAL

(6) #4 VERTICAL DOWELS

#4 STIRRUPS @ 8" OC

NATIVE

SOIL

(3) #5 BARS E.W.

CONTROL JOINT, TYP

30# FELT BOND BREAKER, HOLD

DOWN 1/2" FROM TOP OF SLAB

COLUMN FOOTING DETAIL

SCALE: 1" = 1'-0"4

M

IN

IM

UM

T Y P

24"

TYP

24"

TYP

T Y P

24"

TYP

24"

TYP

T Y P

24"

TYP

T Y P

24"

TYP

12"

TYP

T Y P

12"

TYP

T Y P

FD-2FD-2

FD-2 FD-2

FD-1

SLOPE

S L O

P E

SLOPE

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 re-view and approval.

4.2. WARRANTY

A. Contractor’s work shall be warranted against defects in materi-als and workmanship for a period of not less than one (1) year from the date of acceptance. Acceptance is the date that instal-lation 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 contrac-tor’s control, the warranty shall be one (1) year from the com-pletion of contractor’s installation work and demobilization.

B. Contractor shall pass through to owner all relevant manufac-turers’ warranties for individual products and components sup-plied 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 con-trol joints installed per the final approved site plan.

4.5. PLUMBING

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

(1) All underground water service and sewer drain(s) from building to be as specified in final approved site plan.

(2) Building water shutoff valve is to be supplied and installed by contractor.

(3) Contractor is responsible to ensure that incoming water pressure is sufficient to meet building package fixture demands.

(4) Minimum water pressure at toilet and urinal flush valves shall be 40 psi with minimum pipe sizing as per 2009 Uniform Plumbing Code Sec-tion 610, or as required in final approved plans.

B. Water line drain valve shall be supplied and installed by contractor.

C. Sewer line backflow check valve shall be supplied and installed by contractor.

4.6. 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, contrac-tor supplies the following items (if applicable):

(1) Incoming electrical, water, sewer, and gas utili-ties.

(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 sup-plied by building supplier or building installer.

4.7. DELIVERY, STORAGE, AND HANDLING

A. The contractor will assume responsibility for ade-quate protection and maintenance of the installed building package materials after completion of in-stallation 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 pro-viding 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 provid-ed by owner.

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

3.8. 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 ma-terials from weather, damage, and pilferage during installation work. Any failure to adequately protect building package ma-terials 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 in-dividual 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 ex-pense.