BIL01- Billy Cordova 2024M, CO 240426- Sealed - Not for Construction.pdf

PDF 22 MB Posted May 6, 2024

Attached to: General Construction Services for Billy Cordova Memorial Park
Solicitation number: Rec01-24
Issued by: Cheyenne County, Colorado

About this file

Written by GovTribe AI · Jun 26, 2025

This document is a comprehensive set of architectural and engineering design plans for the Billy Cordova Memorial Park Restroom facility, prepared by ROMTEC, Inc. for the Town of Buena Vista, Colorado. The plans, dated April 17, 2024, provide detailed specifications for a prefabricated restroom building located at 142 Raven Way, including architectural, structural, mechanical, electrical, and plumbing designs. The project involves constructing a 16'-8" long building with two unisex restroom spaces, a mechanical room, and associated site infrastructure, with a total building footprint of approximately 20'-0" by 16'-8".

The design plans include specific technical details such as an 8" reinforced concrete masonry unit (CMU) wall system with stone veneer, a metal roofing structure with glulam beams and rafters, and comprehensive ADA-compliant restroom fixtures and clearances. The plans are marked "Information Only - Not for Construction" and include a Colorado professional engineer's license stamp valid through October 31, 2025. The restroom facility is part of the larger Billy Cordova Memorial Park project, which aims to provide accessible park amenities for the Buena Vista community, with a focus on inclusive design and honoring local first responders.

View the file

Other files

File	Type	Posted
BCMP_Sealed Bid Drawings.pdf	PDF	May 6, 2024
Contractor Question Responses - BCMP.pdf	PDF	May 6, 2024
BCMP - Final Bid Set - 5.23.24.pdf	PDF	May 6, 2024
BCMP Bid Form.xlsx	XLSX spreadsheet	May 6, 2024
BCMP_Bid Project Manual.pdf	PDF	May 6, 2024
Pre-Bid Meeting Questions - 5.20.24.pdf	PDF	May 6, 2024
RFP - Park Construction - Billy Cordova Memorial Park.pdf	PDF	May 6, 2024
BCMP - Bid Form - Revised 5.23.24.xlsx	XLSX spreadsheet	May 6, 2024
Cordova Park Area Map - 2022.pdf	PDF	May 6, 2024
BIL01- Billy Cordova 2024M, CO 240426- Calcs.pdf	PDF	May 6, 2024

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www.structure1.com Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

04/17/2024

BIL01

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

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C H E D

(541)-496-3541 FAX (541)-496-0803

18240 NORTH BANK ROAD - ROSEBURG, OR 97470

PROJECT I.D. :

PROJECT INFORMATION

CITY / STATE:

SITE ADDRESS:

PROJECT NAME: BILLY CORDOVA MEMORIAL PARK RESTROOM

BIL

142 RAVEN WAY

BUENA VISTA, CO 81211

SHEET SCHEDULE

SHEET CONTENTS

REVISION SCHEDULE

REV. DATE BY DESCRIPTION

1 4/25/2024 ZW

G2, A2.1, A2.2, A3.1, A3.2, S7.2, S7.3, S8.3, S8.5, S9.1, S10.1, S10.2, S10.3

A5.1 DOOR SCHEDULE

G1 GENERAL NOTES / SYMBOL LEGEND

A1.1 FLOOR PLAN

S7.1 FOUNDATION PLAN

S8.2 STRUCTURAL CMU REBAR LAYOUT

S10.1 ROOF CONNECTION DETAILS

A5.2 DOOR DETAILS

A2.1 EXTERIOR ELEVATION VIEWS

G2 DESIGN CRITERIA AND CODE SUMMARY

A3.1 SECTION VIEWS

S7.2 FOUNDATION DETAILS

S9.1 ROOF FRAMING PLAN

A4.1 WALL FINISH SCHEDULE (INTERIOR/EXTERIOR)

A1.2 ADA CLEARANCES

S7.3 FOUNDATION DETAILS

S8.1 STRUCTURAL CMU PLAN

S8.3 STRUCTURAL CMU DETAILS

E1 ELECTRICAL SCHEDULE

E3 ELECTRICAL RISER DETAILS

P1 PLUMBING SCHEDULE

A1.3 ADA RESTROOM FIXTURE DETAILS

A2.2 EXTERIOR ELEVATION VIEWS

A3.2 SECTION VIEWS

A6.1 VENT/WINDOW SCHEDULE

S8.4 STRUCTURAL CMU ELEVATION VIEWS

S8.5 STRUCTURAL CMU ELEVATION VIEWS

P2 PLUMBING WATER PLAN

E2 ELECTRICAL PLAN

R1 ROOFING PLAN

R2 ROOFING DETAILS

A4.2 WALL FINISH DETAILS

S10.2 ROOF CONNECTION DETAILS

S10.3 ROOF CONNECTION DETAILS

A1.4 INTERIOR ELEVATIONS VIEWS

A5.3 DOOR DETAILS

G0 TITLE PAGE, SHEET & REVISION SCHEDULE

A4.3 WALL FINISH DETAILS

A4.4 WALL FINISH DETAILS

A4.5 WALL FINISH DETAILS

M1 MECHANICAL PLAN

Ex. 10-31-2025

4-26-2024

Information Only - Not for Construction

04/17/2024

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G1 www.structure1.com Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

S10.1

DETAIL

NAME

ABBREVIATIONS

NOTE: ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR ANY SITE DESIGN OR

ENGINEERING AND WILL NOT BE HELD ACCOUNTABLE OR LIABLE FOR ANY

ISSUES RELATED TO THIS SITE. IT IS THE OWNER'S RESPONSIBILITY TO

ACCURATELY LOCATE THIS BUILDING, SET FLOOR AND ADJACENT ELEVATIONS,

DETERMINE SITE IS SUITABLE FOR CONSTRUCTION, VERIFY ALL UTILITIES, ETC.

SYMBOL LEGEND

DETAIL REFERENCE

BUILDING SECTION

SHEET NO.

DETAIL NO.

A3.1

RECYCLE

RECYCLE ALL USED SHIPPING

MATERIALS AND LEFT OVER

BUILDING MATERIALS

A1.4

DETAIL CALLOUT

1. THIS PROJECT SHALL COMPLY WITH ALL CODES AND STANDARDS IDENTIFIED ON SHEET G2. ALL WORK SHALL MEET

OR EXCEED INDUSTRY STANDARDS FOR MATERIALS, WORKMANSHIP, ETC.

2. CONTRACTOR SHALL REVIEW THE DRAWINGS THOROUGHLY BEFORE PROCEEDING WITH ANY WORK. ANY DISCREPANCIES FOUND WITHIN THESE DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEC.

CONTRACTOR SHALL NOT PROCEED WITH ANY WORK HE KNOWS TO BE IN CONFLICT WITH OTHER WORK, OR IS NOT

APPROVED BY CODE, UNTIL RESOLVED BY ROMTEC OR THE ENGINEER/ARCHITECT.

3. CONTRACTOR SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKER'S COMP. INSURANCE AS PER SPECIFIC

STATE MINIMUM REQUIREMENTS.

4. FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED NATIVE SOIL OR ENGINEER APPROVED FILL. CONTRACTOR TO VERIFY ASSUMED SOIL BEARING CAPACITY NOTED ON SHEET G2. SHOULD SOIL NOT MEET OR EXCEED THE ASSUMED SOIL BEARING CAPACITY, CONTRACTOR TO MODIFY SOIL CONDITIONS TO SATISFY CRITERIA OR NOTIFY THE STRUCTURAL ENGINEER TO REVISE DESIGN PER CONDITIONS ENCOUNTERED. BACKFILL AROUND BUILDING TO PROVIDE SLOPE AWAY FROM BUILDING NOT LESS THAN A 2% SLOPE FOR A MINIMUM DISTANCE OF 10' FROM THE BUILDING, PER 2021 IBC 1804.3.

5. A. CAST-IN-PLACE CONCRETE: 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 4" +/- 1" SLUMP, WITH MAX 1" AGGREGATE, AND ALL MATERIALS IN ACCORDANCE WITH ACI 318 STANDARDS. FINE BROOM FINISH INTERIOR SURFACES AND EXTERIOR SLABS. JOINTS REQUIRED IN FLAT WORK, SEE FOUNDATION DETAILS FOR REQUIREMENTS.

B. CMU BLOCKS “MEDIUM WEIGHT DENSITY” ARE MANUFACTURED TO ASTMC90-02 STANDARDS WITH A MIN COMPRESSIVE STRENGTH Fm = 1500 PSI. ALL CMU BLOCKS MUST BE FULLY GROUTED IN 5 FT MAXIMUM LIFTS (EXCEPTION - HIGH LIFT GROUTING FOR 8'-8" WALLS MAYBE USED AS LONG AS CLEANOUT OPENINGS ARE PROVIDED AT THE BOTTOM OF EVERY CELL FOR EACH POUR ABOVE 5 FT). THE MORTAR TO BE USED SHALL BE TYPE S 1800 PSI MORTAR CONFORMING TO ASTM C270. MASONRY (CONCRETE) GROUT: 2500 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 9" +/- 1" SLUMP, WITH MAX 1/2" AGGREGATE, AND TESTED IN ACCORDANCE TO MEET ACI 318. FINE OR COURSE GROUT MAY BE USED IN ACCORDANCE WITH 2021 IBC. CONSOLIDATE GROUT AT THE TIME OF PLACEMENT. CONSOLIDATE POURS EXCEEDING 12 IN. IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. CONSOLIDATION AND RECONSOLIDATION ARE NORMALLY ACHIEVED WITH A MECHANICAL VIBRATOR. A LOW VELOCITY VIBRATOR WITH A 3/4 IN. HEAD IS USED.

6. ANCHOR AND MACHINE BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED PER TURN-OF-NUT INSTALLATION METHOD, REQUIRED TURNS FOR PRE-TENSIONING FROM SNUG-TIGHT, U.N.O. IN THIS PLAN SET OR BY ANCHOR BOLT OR FASTENER MANUFACTURER. SCREWS AND MACHINE BOLT CALLOUTS ARE MINIMUM SIZE ALLOWED, ACTUAL SIZE MAY VARY. HOLLOW STRUCTURAL SECTION (HSS) SHALL BE ASTM A500 GRADE B, Fy = 46 ksi.

WIDE FLANGE BEAMS SHALL BE ASTM A992, Fy = 50 ksi. STEEL PLATES & SHAPES SHALL BE ASTM A36, Fy = 36 ksi.

CONCRETE REINFORCING STEEL (REBAR): 60 ksi. (GRADE 60). WOOD FRAMING SHALL BE #2 & BETTER DOUGLAS FIR, UNO.

GLU-LAM BEAMS SHALL BE GRADE 24F-V4.

7. QUESTIONS CONCERNING MATERIALS OR CONSTRUCTION CONTACT ROMTEC TECHNICAL ASSISTANCE AT: 541-496-3541

8. ROMTEC SCOPE SUPPLY AND DESIGN SUBMITTAL (SSDS) IDENTIFY SPECIFIC MODEL, MANUFACTURER & BRAND OF ALL PLUMBING AND ELECTRICAL FIXTURES AND ACCESSORIES. REFER TO THE SSDS FOR SPECIFIC LIST OF ITEMS SUPPLIED BY ROMTEC, ANY ITEMS NOT LISTED IN THE SSDS IS ASSUMED SUPPLIED BY THE INSTALLER.

9. THE OWNER / CONTRACTOR MAY EXERCISE DISCRETION IN SELECTING THE FINAL LOCATION FOR NON-DIMENSIONED

ACCESSORIES AND FIXTURES (E.G., LIGHTS, COMFORT HEATERS, ETC.)

GENERAL NOTES

ELEVATION VIEW

A2.1

VENT NUMBER OR

WINDOW NUMBER - SEE

APPLICABLE SCHEDULE

DOOR NUMBER - SEE

APPLICABLE SCHEDULE

WOOD FILLER WALL - SEE

APPLICABLE SCHEDULE

INTERIOR ELEVATION

REFERENCE

S10.1

DETAIL

NAME

AB ANCHOR BOLT

ACT ADULT CHANGING TABLE

AFF ABOVE FINISHED FLOOR

ATS AUTOMATIC TRANSFER SWITCH

BN BOUNDARY NAIL

BOT BOTTOM

BP BREAKER PANEL

CJ CONTROL JOINT

CL CENTER LINE

CO CLEAN OUT

CMU CONCRETE MASONRY UNIT

db NOMINAL BAR DIAMETER

DD DIAPER DECK

DIA DIAMETER

DISC DISCONNECT

EM ELECTRIC METER

EN END NAIL

EW EACH WAY

FA FREE AIR

FD FLOOR DRAIN

FF FINISHED FLOOR

FG FINISHED GRADE

FN FIELD NAIL

FRP FIBERGLASS REINFORCED PANEL

GB GRAB BAR

GLB GLUE LAMINATED BEAM

HB HOSE BIBB

HD HAND DRYER

HM HOLLOW METAL (DOOR)

HSS HOLLOW STRUCTURAL SECTIONS

HTR HEATER

HYP HYPOTENUSE

I.S. INSTALLER SUPPLIED

KSI KIPS PER SQUARE INCH

L STRUCTURAL STEEL ANGLE

LAV LAVATORY

LF LIGHT FIXTURE

MBP MAIN BREAKER PANEL

MD MAIN DISCONNECT

MIN MINIMUM

MIR MIRROR

MO MASONRY OPENING

MR METAL ROOFING

MS MILD STEEL

ND NAPKIN DISPOSAL

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OSB ORIENTED STRAND BOARD

P PHOTO EYE

PCC PORTLAND CEMENT COMPANY

PEN PANEL EDGE NAILING

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PV PHOTO VOLTAIC

R4S ROUGH FOUR SIDES

REQD REQUIRED

RO ROUGH OPENING

S4S SURFACED FOUR SIDES

SCH SCHEDULE

SD SOAP DISPENSER

SIP STRUCTURAL INSULATED PANEL

SJ SAW JOINT

SM SHEET METAL

SN SHEAR NAILING

SS STAINLESS STEEL

TBD TO BE DETERMINED

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TLT TOILET

TP TOILET PAPER DISPENSER

TS TIMER SWITCH

TSCD TOILET SEAT COVER DISPENSER

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VTR VENT THROUGH ROOF

WH WATER HEATER

WWM WOVEN WIRE MESH

W/ WITH

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

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G2 www.structure1.com Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

CODES AND STANDARDS

ANALYSIS METHOD: EQUIVALENT STATIC FORCE METHOD

BEARING WALL SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALL

ACI AMERICAN CONCRETE INSTITUTE, ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

TMS THE MASONRY SOCIETY, TMS 402, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"

SPECIAL INSPECTIONS

CONCRETE SPECIAL INSPECTION NOT REQUIRED PER IBC 1705.3

EXCEPTION 2.3 [FOOTINGS]

EXCEPTION 3 [SLAB]

C(b)/P(c)

NR P

C(b)/P(c)

LEVEL 2 LEVEL 3

R R

NR R

NR NR

INSPECTION TASK

1. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE

FOLLOWING ARE IN COMPLIANCE:

B. PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGES

TABLE 3 -- MINIMUM VERIFICATION REQUIREMENTS

MINIMUM VERIFICATION REQUIRED FOR QUALITY ASSURANCE (a)

LEVEL 1

ART. 1.5 & 1.6.3

ART. 1.5

TMS 602

ART. 1.4 B

(a) R=REQUIRED, NR=NOT REQUIRED

REFERENCE

FOR CRITERIA

ART. 1.4 BPRIOR TO CONSTRUCTION, VERIFICATION OF f'm AND f'AAC, EXCEPT WHERE

SPECIFICALLY EXEMPT BY THE CODE.

PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE OF SUBMITTALS

DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND VISUAL

STABILITY INDEX (VSI) WHEN SELF-CONSOLIDATING GROUT IS DELIVERED

TO THE PROJECT SITE.

DURING CONSTRUCTION, VERIFICATION OF f'm AND f'AAC FOR EVERY 5,000 sq. ft. (465 sq.m).

DURING CONSTRUCTION, VERIFICATION OF PORPORTIONS OF MATERIALS

AS DELIVERED TO THE PROJECT SITE FOR PREMIXED OR PREBLENDED

MORTAR, PRESTRESSING GROUT, AND GROUT OTHER THAN

SELF-CONSOLIDATING GROUT.

ART. 1.4 B

TABLE 4 -- MINIMUM SPECIAL INSPECTION REQUIREMENTS

MINIMUM SPECIAL INSPECTION

REQUIRED FOR QUALITY ASSURANCE (a)

LEVEL 1 LEVEL 2 TMS 402LEVEL 3

REFERENCE FOR CRITERIA

ART. 2.4 B & 2.4 H

TMS 602

ART. 2.1 , 2.6 A, & 2.6 CA. PROPORTION OF SITE-PREPARED MORTAR

B. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES

ART. 3.4 & 3.6 AC. GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR

BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES

ART. 3.6 BD. PRESTRESSING TECHNIQUE

ART. 2.1 C.1E. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY

ART. 2.1 C.1F. SAMPLE PANEL CONSTRUCTION

2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN

COMPLIANCE:

ART. 3.2 D & 3.2 FA. GROUT SPACE

ART. 2.4 & 3.6 SEC. 10.8 & 10.9

C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND

ANCHOR BOLTS ART. 2.4 & 3.6 SEC. 6.1, 6.3.1,

6.3.6, & 6.3.7

D. PROPORTIONS OF SITE-PREPARED GROUT AND

PRESTRESSING GROUT FOR BONDED TENDONS ART. 2.6 B & 2.4 G.1.b

3. VERIFY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION:

ART. 1.5

A. MATERIALS AND PROCEDURES WITH THE APPROVED

SUBMITTALS

ART. 3.3 B

B. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT

CONSTRUCTION

ART. 3.3 FC. SIZE AND LOCATION OF STRUCTURAL MEMBERS

D. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING

OTHER DETAILS OF ANCHORAGE OF MASONRY TO

STRUCTURAL MEMBERS, FRAMES OR OTHER

CONSTRUCTION.

SEC. 1.2.1(e),

6.2.1 & 6.3.1

E. WELDING OF REINFORCEMENT SEC. 6.1.6.1.2

F. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY

DURING COLD WEATHER (TEMPERATURE BELOW 40°F(4.4°C)) OR

HOT WEATHER (TEMPERATURE ABOVE 90°F(32.2°C))

ART. 1.8 C & 1.8 D

G. APPLICATION AND MEASUREMENT OF PRESTRESSING

FORCE

H. PLACEMENT OF GROUT AND PRESTRESSING GROUT

FOR BONDED TENDONS IS IN COMPLIANCE

I. PLACEMENT OF AAC MASONRY UNITS AND

CONSTRUCTION OF THIN-BED MORTAR JOINTS

ART. 3.6 B

ART. 3.5 & 3.6 C

ART. 3.3 B.9 & 3.3 F.1.b

4. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR

SPECIMENS, AND/OR PRISMS

ART. 1.4 B.2.a.3,

1.4 B.2.b.3, 1.4

B.2.c.3, 1.4 B.3, & 1.4 B.4

(a) FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE LISTED TASK OR PERIODICALLY DURING THE LISTED TASK, AS DEFINED IN THE TABLE.

NR=NOT REQUIRED, P=PERIODIC, C=CONTINUOUS

(b) REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY.

SPECIAL INSPECTIONS (TMS 402-16)

RISK CATEGORY: II

± 0.18INTERNAL PRESSURE COEFE =

EXPOSURE: C

MPHWIND SPEED = 115

SS:

S1:

SITE CLASS:

SDS:

SD1:

SEISMIC DESIGN CATEGORY:

BASE SHEAR: V = W

R =

SMS:

SM1:

SEISMIC DESIGN DATA:

RISK CATEGORY:

IMPORTANCE FACTOR:

1.0

0.359

0.094

0.543

0.225

0.362

0.150

0.072

DESIGN LOADS

ROOF:

ROOF: DEAD LOAD

WALL DEAD LOAD

IBC SEISMIC DESIGN CATEGORY

DESIGN WIND SPEED (ULTIMATE)

ALLOWABLE SOIL BEARING

EXPOSURE

MPH

PSF

LOADSNOW 36

WIND DESIGN :

2021 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL PLUMBING CODE & STATE OF ILLINOIS PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2020 NATIONAL ELECTRICAL CODE

2021 INTERNATIONAL FIRE CODE

ILLINOIS ACCESSIBILITY CODE, ADOPTED BY STATE LAW

2015 INTERNATIONAL ENERGY CONSERVATION CODE, ADOPTED BY STATE LAW

OCCUPANCY CLASS.:

CONSTRUCTION:

AREA: ______ FT2

AREA ALLOWABLE: _______FT2

HEIGHT: _ STORY

HEIGHT ALLOWABLE: _ STORY

OCCUPANT LOAD: ___

CODE SUMMARY:

1 4-25-2024 ZW

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

04/17/2024

BIL01

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

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A1.1

FLOOR PLAN

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

B A2.1

C A2.2

16'-8" BUILDING

CONCRETE WALK

BY INSTALLER

EAVE

WALL TYPE SCHEDULE

8" REINFORCED CONCRETE

MASONRY BLOCK WALL WITH

MORTAR JOINTS, GROUTED SOLID

ALL CELLS RUNNING BOND PATTERN.

20'-0" EXTENSION

L D

S L A B

D A2.2

A A2.1

LV-1 LV-1

W C

-1

FD-1

G B

GB18

GB36

G B

GB18

GB36

3" VTR3" VTR

HB-2

UNISEX

MECH

D F-

F-

HB-1

H D

FD-2FD-2

W C

-1

UNISEX

WH-1 WH-1

36"x18"

SHELF

36"x18"

SHELF

TPTP

SDSD

WH-2

D D

1 2

PEAK

NOTE:

MOUNTING HEIGHTS & LOCATIONS FOR

ADA FIXTURES/ACCESSORIES ARE

DIMENSIONED ON A1.2, A1.3 & A1.4 SHEETS

2'-0" 3'-4"

M.O.

6'-0" 3'-4"

M.O.

2'-0"

2'-0"3'-4"

M.O.

11'-4"

SHELVES

(BY INSTALLER)

IRRIGATION CONTROLER

(BY INSTALLER)

ADDITIONAL

ELECTRICAL PANEL

(BY INSTALLER)

BACK FLOW PREVENTER FOR

FIXTURES, (BY INSTALLER)

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

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ROMTEC 224-032

04/17/2024

BIL01

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A D

A C

L E A R

A N C E S

A1.2

ADA RESTROOM FIXTURE CLEAR FLOOR AREA

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

ROOFLINE

LV-1 LV-1

W C

-1

FD-1

G B

GB18

GB36

G B

GB18

GB36

3" VTR3" VTR

HB-2

UNISEX

MECH

D F-

F-

HB-1

H D

FD-2FD-2

W C

-1

UNISEX

WH-1 WH-1

36"x18"

SHELF

36"x18"

SHELF

TPTP

SDSD

WH-2

D D

30"x48"

60"x59" 60"x59"

12"

MIN

12"

MIN

30"x36"

A1.4

Ex. 10-31-2025

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A D

A R

E S T R

O O

M F

E D

E T A

A1.3

F.F. F.F.

A. THE ACCESSIBLE SINK SHALL BE MOUNTED

WITH THE COUNTER OR RIM NO HIGHER THAN

34” ABOVE FINISH FLOOR. KNEE CLEARANCE

THAT IS AT LEAST 27” HIGH, 30” SIDE AND 19”

UNDERNEATH THE SINK SHALL BE PROVIDED.

HOT WATER AND DRAIN SHALL BE INSULATED

OR OTHERWISE CONFIGURED SO AS TO

PROTECT AGAINST CONTACT. THERE SHALL

BE NO SHARP OR ABRASIVE SURFACES

UNDER THE SINK. SECTION 11B- 606.

B. FAUCET CONTROLS AND OPERATING

MECHANISMS SHALL BE OPERABLE WITH

ONE HAND AND SHALL NOT REQUIRE TIGHT

GRASPING, PINCHING OR TWISTING OF THE

WRIST. LEVER OPERATED, PUSH-TYPE AND

ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. SELF-CLOSING

VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

SECTION 11B-606.4.

DRINKING FOUNTAIN NOTES:

-THE ACCESSIBLE DRINKING FOUNTAIN SHALL BE A

MINIMUM 18 INCHES (AND MAXIMUM 19 INCHES FOR

WALL AND POST-MOUNTED CANTILEVERED DRINKING

FOUNTAINS) IN DEPTH.

-THE SPOUT SHALL BE LOCATED 15 INCHES

MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES

MAXIMUM FROM THE FRONT EDGE OF THE UNIT,

INCLUDING BUMPERS. -THE SPOUT SHALL PROVIDE A

FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL

BE LOCATED 5 INCHES MAXIMUM FROM THE FRONT

OF THE UNIT. THE ANGLE OF THE WATER STREAM

SHALL BE MEASURED HORIZONTALLY RELATIVE TO

THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE

LOCATED LESS THAN 3 INCHES OF THE FRONT FACE OF THE UNIT, THE ANGLE OF THE

WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED

BETWEEN 3 INCHES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE

OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM.

1 1/4" TO 1 1/2"

NOMINAL

DIAMETER

1 1/2"

WALL

FASTEN TO

CMU WALL W/ (2)

5/16"Ø X 1 3/4"

CONCRETE ANCHORS

INSTALLED GRAB BARS MUST

MEET 250# MINIMUM LOAD &

GRAB BARS SHALL NOT

ROTATE WITHIN THEIR FITTINGS

PER CODE.

GRAB BAR

SCALE: 1 1/2" = 1'-0"2

LV-1

9" M

MAX

A X

) 13" 8"

MIN2

9" M

C L E A R

22"

17" MIN

25" MAX

16"

11" MIN

GB42

40"

REAR

WALL

GB18

GB36

12"

10"

GB18

GB42

GB36

18" 17"-18"

C L E A R

ELKAY WATER

FOUNTAIN

50"

25"

DF-1

BF-1

HB-1

LAVATORY

DRINKING FOUNTAIN

GRAB BARS

SEE DETAIL 2/A1.3

SIDE WALL BACK WALL

T O

S E A T

18"

TO WALL

WATER CLOSET

(TOILET)

WC-1

TP TP

F.F. F.F. F.F. F.F.

www.structure1.com Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

ADA SIGNS DETAIL

SCALE: 1 1/2" = 1'-0"

NOTES:

A) CHARACTERS ON SIGNS SHALL BE

RAISED 1/32“ INCH MINIMUM AND SHALL

BE 'SANS SERIF' UPPERCASE

CHARACTERS ACCOMPANIED BY GRADE II

BRAILLE (WHERE REQUIRED). RAISED

CHARACTERS SHALL BE A MINIMUM OF

5/8” INCH AND A MAXIMUM OF 2” INCHES

HEIGHT.

B) CONTRACTED GRADE II BRAILLE

SHALL BE USED WHENEVER BRAILLE IS

REQUIRED. DOTS SHALL BE 1/10”TH INCH

ON CENTERS IN EACH CELL WITH A 2/10TH

INCH SPACE BETWEEN CELLS, MEASURED

FROM THE SECOND COLUMN OF DOTS IN

THE FIRST CELL TO THE FIRST COLUMN

OF DOTS IN THE SECOND CELL. DOTS

SHALL BE A RAISED A MINIMUM OF 1/40TH

(0.025) INCH ABOVE THE BACKGROUND.

RESTROOM

1/ M

A X

NOTE 'A'

NOTE 'B'

SIGN FASTENERS: WOOD/FIBER CEMENT/STEEL

(4) #10 3/4" PHILLIPS ROUND HEAD SCREW.

TOILET PAPER

DISPENSER

7"-9" TO

FRONT

OF TLT

T O

B O

T T O

M O

F R

O L L

20 1/4"

A X

PAPER TOWEL

DISPENSER

PTD

A X

T O

SOAP

DISPENSER

F.F. F.F.

32"

DIAPER DECK

Ex. 10-31-2025

Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

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ROMTEC 224-032

04/17/2024

BIL01

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O B

G S

B E

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

T E R

E L E V

A T

N V

A1.5

VIEW A VIEW B VIEW C VIEW D

ADA RESTROOM INTERIOR ELEVATION VIEWS

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

WC-1

GB18

GB42

GB36

chicago

333-665LV-1

LV-1

GB42

GB18

GB36

WC-1

18" 18" 12"

TYP

LAV GUARD

ADA INSULATION

COVE BASE

SEE 2/A4.1

WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,

URINALS AND WATER CLOSETS SHALL HAVE SMOOTH, HARD,

NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4

FEET ABOVE THE FLOOR OR PER LOCAL CODE.

FOR EXTERIOR/INTERIOR FINISH SCHEDULE REFER TO SHEET A4.1

DD DD

24"

LF-2

EXHAUST DUCT REGISTER

TYP (2)

LF-2 LF-2

Ex. 10-31-2025

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ROMTEC 224-032

04/17/2024

BIL01

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G S

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E X T E R

E L E V

A T

N V

A2.1

17 1/2"

O.H.

ELEVATION VIEW

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

16'-8"

17 1/2"

O.H.

A L L

16'-8"

LF-1

WALL MOUNT LIGHT, TYP

DF-1

BF-1

3" VTR W/ VENT BOOT, TYP.

FIBER CEMENT LAP SIDING

8"X16" CMU SMOOTH FACE

CONCRETE BLOCK WALL

STONE VENEER OVER

8"x16" CMU SMOOTH FACE

CONCRETE BLOCK WALL

METAL ROOFING

20'-0"

6" X 8" RESAWN

TIMBER COLUMN

GLULAM RAFTERS 5 1/8"

FGFG

FIBER CEMENT LAP SIDING OVER

8"X16" SMOOTH FACE REINFORCED

CONCRETE MASONRY BLOCK

(CMU) WALL WITH MORTAR JOINTS,

GROUTED SOLID ALL CELLS

RUNNING BOND PATTERN.

STONE VENEER OVER 8"X16" SMOOTH

FACE REINFORCED CONCRETE

MASONRY BLOCK (CMU) WALL WITH

MORTAR JOINTS, GROUTED SOLID ALL

CELLS RUNNING BOND PATTERN.

UNDERGROUND

ELECTRIC

A L L

ELEVATION VIEW

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

17 1/2"

O.H.

1 4-25-2024 ZW

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

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ROMTEC 224-032

04/17/2024

BIL01

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

E X T E R

E L E V

A T

N V

A2.2

ELEVATION VIEW

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

16'-8"

LF-1

17 1/2"

O.H.

WALL MOUNT LIGHT, TYP

GABLE WINDOW, TYP.

DF-1

BF-1

16'-8"

A L L

ELEVATION VIEW

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

LF-1

STONE VENEER OVER

8"x16" CMU SMOOTH FACE

CONCRETE BLOCK WALL

20'-0"

RESTROOM

10"

UNISEX ISA WITH BRAILLE SIGN

PER ADA & LOCAL CODES

RESTROOM

LF-1

3" VTR W/ VENT BOOT, TYP.

STONE VENEER OVER 8"X16" SMOOTH

FACE REINFORCED CONCRETE

MASONRY BLOCK (CMU) WALL WITH

MORTAR JOINTS, GROUTED SOLID ALL

CELLS RUNNING BOND PATTERN.

FIBER CEMENT LAP SIDING OVER

8"X16" SMOOTH FACE REINFORCED

CONCRETE MASONRY BLOCK (CMU)

WALL WITH MORTAR JOINTS,

GROUTED SOLID ALL CELLS RUNNING

BOND PATTERN.

1 2

4'-6"

FGFG

5 1/8" GLULAM BEAMS

5 1/8" GLULAM RAFTERS

17 1/2"

O.H.

METAL ROOFING

6" X 8" RESAWN

TIMBER COLUMN

17 1/2"

O.H.

DF-1

BF-1

HB-1

FIBER CEMENT LAP SIDING

8"X16" CMU SMOOTH FACE

CONCRETE BLOCK WALL

1 4-25-2024 ZW

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

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ROMTEC 224-032

04/17/2024

BIL01

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S E C T

N V

A3.1

16'-8"5'-0" 5'-0"

FG FG

S7.2

FOUNDATION

DETAIL

S7.3

EDGE OF

CONC. DETAIL

S7.3

INTERIOR WALL

FOOTING DETAIL

S10.2

PEAK

DETAIL

A L L

17 1/2"

O.H.

17 1/2"

O.H.

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

S10.1

EAVE

DETAIL

S10.3

MID

DETAIL

SECTION VIEW

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

20'-0 7/8" RAFTER

20'-3 1/2" FASCIA20'-2 1/16" SHEATHING

19'-10 3/4" T&G

5 1/8" X 9" GLULAM PEAK BEAM

5 1/8" X 9" GLULAM RAFTER

2X6 FASCIA

5/8" OSB OVER 2 X 6 T&G

EXTERIOR

8" X 16" CMU SMOOTH FACE

CONCRETE BLOCK WALL FULLY

REINFORCED RUNNING BOND

PATTERN

UNISEX MECH

1 4-25-2024 ZW

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

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ROMTEC 224-032

04/17/2024

BIL01

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G S

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S E C T

N V

A3.2

S10.1

PEAK

DETAIL

18 9/16"

O.H.

18 9/16"

O.H.

S7.2

FOUNDATION

DETAIL

S7.3

EDGE OF

CONC. DETAIL

S10.1

EAVE

DETAIL

C O

5 1/8" X 9" GLULAM RAFTER

2X6 FASCIA

5/8" OSB OVER 2 X 6 T&G

6" X 8" RESAWN TIMBER COLUMN

5 1/8" X 13 1/2" GLULAM BEAM

SLOPE SLOPE

SECTION VIEW

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

16'-0 3/8"1'-3" 1'-3"

FGFG

20'-0 7/8" RAFTER

20'-3 1/2" FASCIA20'-2 1/16" SHEATHING

19'-10 3/4" T&G

1 4-25-2024 ZW

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

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ROMTEC 224-032

04/17/2024

BIL01

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W A L L F

H S

C H E D

(I N T E R

/E X T E R

A4.1

WALL FINISH PLAN

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

3/16" OF ULTRAFLEX 2

THIN-SET (OR EQUAL), TYP.

(INSTALLER SUPPLIED)

1"CONCRETE FLOOR:

SANITARY TILE COVE BASE W/

CMU WALL & CONCRETE FLOOR

6x6 SANITARY COVE BASE

(6X8 FOR BUY AMERICA)

R3/8"

7/16"

3/16"1/4"

NOTE: GROUT TO BE

INSTALLER SUPPLIED (1/8"

GROUT LINES RECOMMENDED)

* AT INSIDE CORNER JOINT

USE SILICONE CAULK TO FINISH

COVE BASE DETAIL

SCALE: 3" = 1'-0"

CMU WALL

SCALE: 3" = 1'-0"

COVE BASE DETAIL

LV-1 LV-1

W C

-1

FD-1

G B

GB18

GB36

G B

GB18

GB36

3" VTR3" VTR

HB-2

UNISEX

MECH

D F-

F-

HB-1

H D

FD-2FD-2

W C

-1

UNISEX

WH-1 WH-1

36"x18"

SHELF

36"x18"

SHELF

TPTP

SDSD

WH-2

D D

1 2 3123

B A2.1

C A2.2

A A2.1

4 44 4

FINISH SCHEDULE

NO. LOCATION FINISH DETAIL NO. LOCATION FINISH DETAIL

INTERIOR WALL

PRIMED & (2) COATS OF EPOXY PAINT

CMU WALLS FLOOR TO CEILING

(INSTALLER SUPPLIED)

EXTERIOR SIDE

OF CMU

APPLY BLOCK SEALER TO CMU

SURFACES. INSTALLER TO APPLY 2

COATS OF RAIN GUARD BLOK LOK

OR EQUAL PER MANUFACTURE'S

INSTALL INSTRUCTIONS (INSTALLER

SUPPLIED)

EXTERIOR WALL

8" SMOOTH FACE REINFORCED

CONCRETE MASONRY BLOCK WALL

W/ MORTAR JOINTS, GROUTED SOLID

ALL CELLS RUNNING BOND PATTERN.

EXTERIOR SIDING

STONE VENEER WITH

FIBER CEMENT LAP SIDING3

FLOOR

CONCRETE WITH A WATER BASED

WET CURE SEALER CURE-N-SEAL OR

EQUAL (INSTALLER SUPPLIED)

EXPOSED WOOD

ALL T&G, FASCIA, SUB FASCIA, AND

GLULAM BEAMS AND COLUMNS TO BE

SEALED WITH INSTALLER SUPPLIED

CLEAR COAT FINISH APPLIED ONSITE

BY INSTALLER

CEILING 2X6 T&G

D A2.2

COVE BASE IN

RESTROOMS

ONLY

SANITARY TILE COVE BASE

DETAIL 2/A4.1

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

04/17/2024

BIL01

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W A L L F

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A4.2

SMOOTH FACE REINFORCED CMU WALL.

INSTALLER TO SEAL CMU PER FINISH

SCHEDULE ON SHEET A4.1 BEFORE

INSTALLING FURRING STRIPS.

26GA FT-000-5145 J-CHANNEL.

VERTICALS @ CORNERS FASTEN TOP &

BOTTOM FASTEN W/ 3/16" X 1 1/4" FLAT

HEAD CONCRETE ANCHORS @ 16" O.C. MAX

W/ RIGID INSULATION

SCALE: 1/2" = 1'-0"

EXTERIOR WALL FURRING DETAIL

A4.3

EXTERIOR FINISH FIBER CEMENT LAP SIDING

W/ 2" INSULATION

SIDING NOTES (SEE )

J-CHANNEL-26GA ROMTEC FT-000-5145 - AT CORNERS,

J-CHANNEL-26GA ROMTEC FT-000-5145 - TOP & BOTTOM OF

SMOOTH FACE CMU WALL AND AROUND OPENINGS. FASTEN

W/ 3/16" X 1 1/4" FLAT HEAD CONCRETE ANCHORS @ 16"

O.C. MAX.

2" RIGID INSULATION (R-13.1), SHALL BE FASTENED TO CMU

W/ 3/16" X 4" FLAT HEAD CONCRETE ANCHORS &

PLASTI-GRIP WASHERS IN THE PATTERN OF TWO ROWS OF

FOUR EVENLY SPACED, USE VENTURE TAPE & SCREWS W/

WASHERS TO FASTEN (2 SHEETS TOGETHER @ SEAMS).

1/2" P.T. PLYWOOD - SHALL BE FASTENED THRU INSULATION

TO CMU W/ 3/16" X 4" FLAT HEAD CONCRETE ANCHORS, 12"

O.C. PERIMETER & 16" O.C. IN FIELD

#15 BUILDING PAPER - SECURED TO 7/16" OSB SHEATHING

PER MANUFACTURE'S INSTALL INSTRUCTIONS.

8 1/4" FIBER CEMENT LAP PLANKS (7" REVEAL) ATTACH

WITH 1 3/4" ROOFING NAILS @ 16" O.C. INTO FURRING

5/4x4 FIBER CEMENT TRIM - ATTACH WITH 2" GALV.

FINISH NAILS @ 12" 0.C., COUNTERSINK & FINISH

A4.4

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

W A L L F

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A4.32

CMU CORNER FINISH DETAIL

SCALE: 3" = 1'-0"

SCRATCH COAT

MORTAR BED

MORTAR JOINT

2" RIGID INSULATION

REFER TO NOTE #2

1/2" P.T. PLYWOOD

REFER TO NOTE #3

ATTACH METAL LATH INTO MORTAR

BED W/ 3/16" x 4" FLAT HEAD CONCRETE ANCHOR & 3/16" x 1" MIN.

WASHER THRU SHEATHING / INSULATION

INTO CMU. 16" oc HORZ. 7" oc VERT.

STONE VENEER INSTALL

PER MANUFACTURER

DIRECTION

#15 BUILDING PAPER

REFER TO NOTE #4

J-CHANNEL-26GA

REFER TO NOTE #1

BOTTOM OF WALL DETAIL

SCALE: 3" = 1'-0"

SLOPE

1/4"-12" (2%) MIN.

T O

F .G

1/ M

1/2" P.T. PLYWOOD

2" RIGID INSULATION

ATTACH METAL LATH INTO MORTAR

BED W/ 3/16" x 4" FLAT HEAD CONCRETE ANCHOR & 3/16" x 1" MIN.

WASHER THRU SHEATHING / INSULATION

INTO CMU. 16" oc HORZ. 7" oc VERT.

MORTAR JOINT

MORTAR BED

STONE VENEER

#15 BUILDING PAPER

SELF-ADHESIVE, RUBBERIZED

AIR VAPOR BARRIER

WEEP SCREED, FASTEN

W/ 1 1/4" NAILS

SCRATCH COAT

STONE VENEER INSTALL

PER MANUFACTURER

DIRECTION

3" BRICK LEDGE

FOR STONE VENEER

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

04/17/2024

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

W A L L F

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A4.4

G A P

3/8" MIN.J-CHANNEL-26GA

REFER TO NOTE #1

LAP SIDING, ATTACHED 3/8" MIN. AT EDGES &

INTO SHEATHING, REFER TO NOTE #5

2" RIGID INSULATION

REFER TO NOTE #2

#15 BUILDING PAPER

REFER TO NOTE #4

1/2" P.T. PLYWOOD

REFER TO NOTE #3

5/4x4 TRIM

FIBER,

REFER TO

NOTE #6

FIBER CEMENT LAP

SIDING

REFER TO NOTE #5

SEALANT IN GAP

CMU CORNER FINISH DETAIL

SCALE: 3" = 1'-0"

TRANSITION DETAIL

SCALE: 3" = 1'-0"

G A P

WATER SILL

STONE VENEER

MORTAR JOINT

ROMTEC FLASHING

FT-000-5049

STONE 'L' ANCHOR 1/8" THICK

X 1 1/4" WIDE X 2" LENGTH

FASTEN TO CMU W/ SIP LD 4"

SCREW, TYP. (2) PER SILL

ATTACH METAL LATH INTO MORTAR

BED W/ 3/16" x 4" FLAT HEAD CONCRETE ANCHOR & 3/16" x 1" MIN.

WASHER THRU SHEATHING / INSULATION

INTO CMU. 16" oc HORZ. 7" oc VERT.

15# BUILDING PAPER OVER WALL

MEMBRANE

8 1/4" FIBER CEMENT LAP

(7" REVEAL)

1/2" P.T. PLYWOOD

#15 BUILDING PAPER

(SELF-ADHESIVE, RUBBERIZED

AIR VAPOR BARRIER)

STONE VENEER INSTALL

PER MANUFACTURER

DIRECTION

T O

F .F

Ex. 10-31-2025

ELEVATION VIEW

SCALE: 1/2" = 1'-0"

04/17/2024

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

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A4.5 www.structure1.com Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

DF-1

BF-1

HB-1

5'-3"

FIBER CEMENT LAP SIDING

8"X16" CMU SMOOTH FACE

CONCRETE BLOCK WALL

STONE VENEER OVER

8"x16" CMU SMOOTH FACE

CONCRETE BLOCK WALL

NO LAP SIDING, KEEP 1/2"

PLYWOOD SHEATIHG, USE FIBER

CEMENT BACKING BOARD, FASTEN

W/ 1" ROOFING NAIL@ 8" O.C.

PERIMETER & @ 16" O.C. FIELD

5/4" X 4" FIBER

CEMENT TRIM

DRINKING FOUNTAIN

W/ BOTTLE FILLER

NOTE: SEE A2.2 FOR

LOCATION OF

DRINKING FOUNTAIN

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

04/17/2024

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

D O

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S C H E D

A5.1

DOOR HARDWARE SCHEDULE (QTYS PER DOOR)

GROUP

DO-1

GROUP

DO-2

3 3 EACH HINGE 4.5" x 4.5" S.S. (NRP)

1 1 DOOR CLOSER, (USE THRU BOLT ANCHORING OPTION)

1 -

INTERCONNECTED LEVER LOCKSET W/ OCCUPANCY INDICATOR,

HAGER - CORRIDOR - (KEY - OUTSIDE / PUSH BUTTON - INSIDE)

1 -

DEADBOLT LOCKSET, SCHLAGE C KEYWAY - ONE-WAY DEADBOLT LOCK,

SATIN FINISH - (KEY - OUTSIDE / BLANK - INSIDE)

- 1

LEVER LOCKSET,

HAGER - CLASSROOM - (KEY - OUTSIDE / ALWAYS OPEN - INSIDE)

- 1 LATCH GUARD - HAGER

6 6 WIRE DOOR CLIPS

NOTE: ALL DOORS MAY BE OPENED FROM THE INSIDE W/O KEY, SPECIAL KNOWLEDGE,

OR EFFORT. 5# MAX OPENING EFFORT DOOR IS EQUIPPED W/ SINGLE-EFFORT,

NON-GRASP HARDWARE. DOOR COMPLIES WITH ADA REQUIREMENT FOR AN INSIDE LOCK.

BOND BEAM EA

SIDE OF DOOR

HEADER

JAMB

THRESHOLD

DOOR CLIP, TYP

24" MIN

EA SIDE

REBAR @ JAMBS

AS PER DETAIL 2/S8.3

ADDITIONAL (1) HORIZONTAL

8'-0" #5 REBAR EXTEND 24"

BEYOND DOOR (BOTH SIDES)

REBAR IN BOND BEAM

AS PER DETAIL 1/S8.2

SHOWN EXTERIOR VIEW:

RIGHT HAND REVERSE BEVEL DOOR

(SWING OUT) LEFT HAND FRAME

3/4" SPACE

A5.2

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

DOOR DETAILS

SWING OUT

LEFT HAND

RIGHT HAND D0~(REVERSE)K

INTERIOR

1 36"x84"x1 3/4" SL18 F16 1

NO DOORSIZE (WxHxT) SWING - DOOR / FRAMEFRAME

HARD-

WARE REMARKS

DOOR SCHEDULE

GROUP

SWING OUT

RIGHT HAND

LEFT HAND D0~

INTERIOR

(REVERSE)2 36"x84"x1 3/4" SL18 F16 1

SWING OUT

RIGHT HAND

LEFT HAND D0~

INTERIOR

(REVERSE)3 36"x84"x1 3/4" SL18 F16 2

ALL DOOR ~ FACTORY PRIMED

(INSTALLER TO PAINT ONSITE)

BOND BEAM EA

SIDE OF DOOR

HEADER

JAMB

THRESHOLD

DOOR CLIP, TYP

24" MIN

EA SIDE

REBAR @ JAMBS

AS PER DETAIL 2/S8.3

ADDITIONAL (1) HORIZONTAL

8'-0" #5 REBAR EXTEND 24"

BEYOND DOOR (BOTH SIDES)

REBAR IN BOND BEAM

AS PER DETAIL 1/S8.2

SHOWN EXTERIOR VIEW:

RIGHT HAND REVERSE BEVEL DOOR

(SWING OUT) LEFT HAND FRAME

3/4" SPACE

A5.2

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

DOOR DETAILS

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

04/17/2024

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D O

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D E T A

A5.2

#5 X 12" DOWELS @ 12" O.C.

(AT DOOR LOCATIONS)

(DRILL & DOWEL)

@ CONC EDGE

HM DOOR W/ CHANNEL

FILLER @ BOT

SLOPE 1/4":12"

1/ M

A X

1:2 SLOPE

CONC SLAB & REBAR

AS PER SLAB PLAN

1/ M

A X

EQEQ

THRESHOLD DETAIL

SCALE: 3" = 1'-0"

DOOR SWEEP

FOR ADDITIONAL SIDING

& WALL FINISH DETAILS

REFER TO SHEET A4.2

7 3/4" x 4"

7'-4"1/4"

1 15/16"

REBAR IN BOND BEAM

AS PER DETAIL 1/S8.2

EXTEND FULL WALL LENGTH

STEEL DOOR

GROUT SOLID

ADDITIONAL (1) #5 REBAR

EXTEND 24" BEYOND

DOOR (WRAP CORNER IF

REQUIRED)

HEADER DETAILS

SCALE: 3" = 1'-0"

SEE SHEET

A4.1 FOR

FINISH

SEE SHEET

A4.1 FOR

FINISH

MIN. 1/4" GAP

FLASHING FT-000-5103

15# BLDG. PAPER

FIBER CEMENT SHIM

FIBER CEMENT LAP SIDING

1/2" P.T. PLYWOOD

FIBER CEMENT 5/4 X 4 TRIM

2" RIGID CONTINOUS INSULATION

J-CHANNEL-26ga

ROMTEC FT-000-5145

2X4 P.T. FURRING

CAULK

N O

T E

GROUT SOLID 1/4"

1 15/16"

DOOR CLIP; LOCATE

IN MORTAR JOINT

NOTE A.

SINGLE DOOR 2" JAMB

DOUBLE DOOR 4" JAMB

JAMB DETAIL

SCALE: 3" = 1'-0"

CLEAR SEALANT

15# BLDG. PAPER

FIBER CEMENT LAP SIDING

7/16" OSB SHEATHING

FIBER CEMENT 5/4 X 4 TRIM

2" RIGID CONTINOUS INSULATION

o .c

G A P

WHEN A SIGN IS REQUIRED:

SEE DETAIL 2B FOR SIGN

BACKING BOARD 10" o.c.

FROM DOOR OPENING

J-CHANNEL-26ga

ROMTEC FT-000-5145

2X4 P.T. FURRING

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

· LOCATIONS & HEIGHT OF SIGN

REQUIREMENTS PER PLANS

SCALE: 1" = 1'-0"

BACKING BOARD - FIELD CUT

8 1/2"

(5/4" X 4" FIBER CEMENT)

· FOR LAP OR SHAKE SIDING ONLY!

FOR OTHER FINISHES SEE 2/A5.2

· ATTACH BACKING BOARD 10" o.c., FROM DOOR OPENING (LATCH

SIDE)

FOR 8"x8" SIGNFOR 6"x9" SIGN

SHOWN

WHEN A SIGN IS REQUIRED

BACKING BOARD

7/16" OSB SHEATHING

15# BLDG. PAPER

CEDAR LAP SIDING

Z-FLASHING FT-000-5103

2" RIGID CONTINOUS INSULATION

SIGN DETAIL

SCALE: 3" = 1'-0"

04/17/2024

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D O

O R

D E T A

A5.3

Ex. 10-31-2025

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

04/17/2024

BIL01

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JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

V E N T /W

O W

S C H E D

A6.1

NOTE: DURING THE CONSTRUCTION

PROCESS IT IS COMMON FOR SMALL

GAPS TO APPEAR IN ANY NUMBER OF

PLACES. ROMTEC DOES NOT PROVIDE

CAULK OR ANY OTHER MATERIAL TO

FILL THESE SMALL GAPS UNLESS IT IS

SPECIFIED IN OUR SUBMITTAL

GABLE VENT DETAIL

SCALE: 1" = 1'-0"

39 3/4"

"(QUANTITY PER SCHEDULE)HARDWARE

BOT1/2" x 4" TITEN HD SCREW (ICC-ES ESR-1056)

VIEW FROM EXTERIOR

CMU

16"

TYP

PREASSEMBLED STEEL FRAME W/

INSERT WIRE WEAVE MESH & BUG

SCREEN

1/2" x 4" TITEN HD SCREW (ICC-ES ESR-1056) @ 16"oc IN

HOLES PROVIDED

1/2" x 4" TITEN HD SCREW (ICC-ES ESR-1056) @ 16"oc IN

HOLES PROVIDED

A6.1

SECTION VIEW (SIDE)

SCALE: 1 1/2" = 1'-0"

3 5/8" IN 8" CMU±1/2"

WIRE WEAVE MESH VENT

NOTE: INTERIOR &

EXTERIOR SIDING,

SEE SHEET A4.2

WINDOW FLASHING

ROMTEC FT-000-5105

APPLY APPROX 1/4"

BEAD OF SEALANT

ON JAMBS & SILL

PREASSEMBLED STEEL

(2) L 2" x 2" x 1/8" FRAME

W/ MATERIAL INSERT:

1/2" X 4" TITEN HD

SCREW 3 1/2" MIN.

EMBEDMENT INTO CMU

1/2" X 4" TITEN HD

SCREW 3 1/2" MIN.

EMBEDMENT INTO CMU

POLYCARBONATE XW-1 39 3/4" X 23 3/4" N/A 000-1025 3 3 -

SEE SHEET A6.1

NO PITCHDIMENSIONS INSERT

DIRECTION PER FASTENERS

VENT AND/OR WINDOW SCHEDULE

REFERENCE / DETAILS

SILL TOP HYPPRODUCTION

ROMTEC

PRODUCTION #

POLYCARBONATE XW-2 39 3/4" X 23 3/4" N/A 000-1025 3 3 -

SEE SHEET A6.1

TOP 1/2" x 4" TITEN HD SCREW (ICC-ES ESR-1056)

Ex. 10-31-2025

5" CONC SLAB W/ #4

REBAR @ 16" OC EW OVER

6" ENGINEERED FILL

www.structure1.com Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

04/17/2024

BIL01

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(541) 496-3541 FAX (541) 496-0803

JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

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S7.1

FOUNDATION NOTES:

1. FINISH FLOOR SLOPE IS 2% (1/4" PER FT) MAX & 1% (1/8" PER FT) MIN

2. VERIFY SIDEWALKS W/ OWNER

3. PROVIDE BLOCK-OUTS FOR PLUMBING, MECHANICAL, & ELECTRICAL

AS REQD. CO-ORDINATE W/ SUBS.

4. REBAR MIN. BEND SHALL BE NOT LESS THAN 6db INSIDE DIA. AS PER

TMS 402-16 SECTION 6.1.8.2.

5. SAW JOINTS BY CONTRACTOR. SLAB APPEARANCE IS A PRIORITY.

LOCATE JOINTS AT 10' O.C. MAX. SEE 3/S7.3.

6. MAXIMUM SLOPE OF EXCAVATION MAY BE LIMITED BY LOCAL SOIL

CONDITIONS. INCREASE DEPTH OF FORMED CONCRETE AS REQD.

7. CONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES ARE TO BE

GROUTED LEVEL AND SMOOTH.

8. UNDER FOOTINGS: 12" FILL COMPACTED TO 90% ASTM D 1557 TO

MEET OR EXCEED ALLOWABLE BEAR PRESSURE ON SHEET G2.

UNDER SLAB: 6" FILL COMPACTED TO 90% ASTM D 1557 TO MEET OR

EXCEED ALLOWABLE BEAR PRESSURE ON SHEET G2.

S L A B

37'-8" SLAB

16'-8" BUILDING

11'-4" 3'-4"

M.O.

2'-0"

2'-0" 3'-4"

M.O.

3'-4"

M.O.

2'-0"

T Y P

24"

TYP

T Y P

S L O

P E

S L O

P E

19'-8 3/8"

30"

TYP

T Y P

12"

TYP

24"

TYP

S7.3

EDGE OF CONCRETE

WALKWAY, TYP.

S7.2

FOUNDATION

DETAIL, TYP.

L D

FD-1

FD-2FD-2

8'-4" 8'-4"

S7.3 THICKENED SLAB @

INTERIOR WALL, TYP.

6'-0"

1'-3 5/8"

FOUNDATION PLAN

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

RECYCLE

RECYCLE ALL USED SHIPPING

MATERIALS AND LEFT OVER

BUILDING MATERIALS

Ex. 10-31-2025

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(541) 496-3541 FAX (541) 496-0803

JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

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S7.2 www.structure1.com Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC 224-032

(3) #5 CONTINUED

SCALE: N.T.S.

CMU BLOCK

MONOLITHIC SLAB OPTION CONCRETE STEM WALL FOOTING OPTION

24"

FOUNDATION DETAIL

COMPACTED FILL

12" MIN

SIM2

S7.2

24"

(3) #5 REBAR CONT.

REBAR PER

CMU BLOCK

REBAR PER DETAIL 1/S8.2

(3) #5 CONTINUED

CMU STEM WALL OPTION

12"

24"

CMU BLOCK

REBAR PER

COMPACTED FILLM

R T A R

J O

#5 HORZ REBAR

@ T&B & 16" OC

REBAR PER DETAIL

1/S8.2 ALTERNATE

HOOKS INTO

FOOTING LAP PER

WALL SCHEDULE

#5 HORIZ REBAR

@ T&B IN BOND

BEAM @ 16" OC

REBAR PER DETAIL

1/S8.2 ALTERNATE

HOOKS INTO

FOOTING LAP PER

WALL SCHEDULE

5" CONC SLAB W/ #4

REBAR @ 16" OC EW

OVER 6" ENGINEERED FILL

5" CONC SLAB W/

#4 REBAR @ 16"

OC EW OVER 6"

ENGINEERED FILL

5" CONC SLAB

W/ #4 REBAR @

16" OC EW OVER

6" ENGINEERED FILL

DETAIL 1/S8.2

BLOCK FOR STEM WALL SUPPLIED BY INSTALLER

REBAR PER DETAIL

1/S8.2 ALTERNATE

HOOKS INTO

FOOTING LAP PER

WALL SCHEDULE

DETAIL 1/S8.2

6 MIL VAPOR

BARRIER

6 MIL VAPOR

BARRIER

M O

R T A R

J O

M O

R T A R

J O

M O

R T A R

J O

6 MIL VAPOR

BARRIER

#5 x 12"

DOWEL

@ 12" O.C.

(DRILL &

DOWEL)

EQ EQ

EQ EQ EQ EQ

S7.2

#5 x 12"

DOWEL

@ 12" O.C.

(DRILL &

DOWEL)

S7.2

#5 x 12"

DOWEL

@ 12" O.C.

(DRILL &

DOWEL)

1/ M

A X

A T D

O O

R S

T O

F .G

SCALE: 3" = 1'-0"

WALL-SLAB CONNECTION - MONO

REBAR PER DETAIL 1/S8.2

SEE DETAIL 3/A5.2 FOR

SLAB THRESH HOLD DETAILS

EXTERIOR SLAB

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

FINISH GRADE

SEE NOTE #4 SHEET G1

REBAR PER DETAIL 1/S8.2

ALTERNATE HOOKS INTO SLAB

APPROX. 3/8" LEVELING

MORTAR BED

REBAR IN FOOTING

AS PER SHEET S7.1

1 4-25-2024 ZW

Ex. 10-31-2025

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C , I

N C www.romtec.com

(541) 496-3541 FAX (541) 496-0803

JOB CREATED: 4/25/2024 - LAST SAVED BY: zweiser ON 4/26/2024 - LAST PRINTED: 4/26/2024 - LOCATION: O:\Engineering RI\Plan Sets\BIL01- Billy Cordova, CO\BIL01- Billy Cordova 2024M, CO 240416.dwg

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S7.3 www.structure1.com Klamath Falls Office

250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 `Fax: (541) 850-6233 info@structure1.com

PSE Consulting Engineers, Inc.

ROMTEC…

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