1-20052.04 OLD RIVERSIDE PARK Building.pdf

PDF 12 MB Posted Jan 16, 2026

Attached to: SURPLUS FIREARMS SALE - FCPD
Solicitation number: 26-020
Issued by: Cobb County, Georgia

About this file

Written by GovTribe AI · Jan 27, 2026

This document is a comprehensive set of architectural and engineering plans for the Old Riverside Park Building, a prefabricated restroom facility located at 6500 Old Riverside Drive NW, Sandy Springs, Georgia 30328. The project, identified as ORS01 and prepared by ROMTEC, Inc. in collaboration with PSE Consulting Engineers, Inc., includes detailed construction drawings for a single-story concrete masonry unit (CMU) structure measuring approximately 22'-8" by 13'-4" with an 8-foot wall height. The facility is designed to accommodate ADA-compliant unisex and non-ADA restrooms with complete plumbing, electrical, mechanical, and roofing systems. The plan set comprises 51 sheets covering architectural details, structural specifications, foundation plans, roof framing, interior and exterior elevations, door and window schedules, wall finishes, ADA accessibility requirements, and fixture details. Construction is governed by the 2018 International Building Code, with seismic design category D, wind speed of 110 mph, and a 2,500 psf allowable soil bearing capacity.

The structural design utilizes 8-inch reinforced concrete masonry block walls with running bond patterns, grouted solid throughout, supported by reinforced concrete footings with #5 rebar specifications and monolithic slab construction. The roof system features pre-engineered timber trusses with 5:12 pitch, standing seam metal roofing, and glue-laminated beams at eave and ridge connections. The facility includes three restrooms with fixture counts totaling ten lavatories, three water closets, and associated accessories such as grab bars, paper towel dispensers, and soap dispensers. Building utilities consist of a 3,000 psi minimum concrete slab, 5-inch thickness with #4 rebar at 16-inch on-center spacing, cold and hot water supply systems, 4-inch sanitary sewer connection, a 10-gallon electric water heater, mechanical exhaust ventilation with occupancy sensors, and a 100-amp electrical service panel. Interior finishes include epoxy-painted CMU walls, tile cove base in restrooms, concrete flooring with water-based sealer, and 5/8-inch moisture-resistant drywall ceilings. Exterior finishes feature stone veneer and fiber cement board and batt siding over 2-inch rigid insulation, with 6-inch by 8-inch resawn timber posts and trim elements.

View the file

Other files

File	Type	Posted
1-BID 26-020 SURPLUS FIREARMS SALE.pdf	PDF	May 11, 2026
5-26-020 Old Riverside Park Project FD 1.16.26.pdf	PDF	Jan 16, 2026
6-Addendum I.pdf	PDF	Jan 16, 2026
2-20052.04 OLD RIVERSIDE PARK Site Development Plans.pdf	PDF	Jan 16, 2026
3-20052.04 Project Manual.pdf	PDF	Jan 16, 2026
4-Vendor Responsibility Questionnaire (VRQ) (1).pdf	PDF	Jan 16, 2026
7-Addendum II.pdf	PDF	Jan 16, 2026

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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 224-136

9/27/2024

ORS01

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JOB CREATED: 12/23/2024 - LAST SAVED BY: zweiser ON 12/23/2024 - LAST PRINTED: 1/8/2025 - LOCATION: O:\Engineering RI\Plan Sets\ORS01-Old Riverside, GA\ORS01-Old Riverside 2047M, GA 240926.dwg

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18240 NORTH BANK ROAD - ROSEBURG, OR 97470

PROJECT I.D. :

PROJECT INFORMATION

CITY / STATE:

SITE ADDRESS:

PROJECT NAME: OLD RIVERSIDE PARK

ORS01

6500 OLD RIVERSIDE DR NW

SAND SPRINGS, GA 30328

SHEET SCHEDULE

SHEET CONTENTS

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

S8.4 STRUCTURAL CMU ELEVATION VIEWS

S8.5 STRUCTURAL CMU ELEVATION VIEWS

P2 PLUMBING PLAN

E2 ELECTRICAL PLAN

E4 ELECTRICAL PANEL SCHEDULE

R1 ROOFING PLAN

R2 ROOFING DETAILS

A4.2 WALL FINISH DETAILS

M1 MECHANICAL PLAN

S10.2 ROOF CONNECTION DETAILS

S10.3 ROOF CONNECTION DETAILS

A1.4 INTERIOR ELEVATIONS VIEWS

R3 ROOFING DETAILS

A5.3 SIGN DETAILS

G0 TITLE PAGE, SHEET & REVISION SCHEDULE

REVISION SCHEDULE

REV. DATE BY DESCRIPTION

1 12/23/2024 ZW

G2, A3.1, S7.1, S7.2, S9.1, S10.4, S10.5, S10.6

A3.3 SECTION VIEWS

A3.4 SECTION VIEWS

A4.3 WALL FINISH DETAILS

A4.4 WALL FINISH DETAILS

S10.4 ROOF CONNECTION DETAILS

S10.5 ROOF CONNECTION DETAILS

S10.6 ROOF CONNECTION DETAILS

Ex. 12/31/2025

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

PSE Consulting Engineers, Inc.

ROMTEC 224-136

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 2018 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 2018 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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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 224-136

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 = 110

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

0.203

0.088

0.325

0.212

0.216

0.141

0.043

DESIGN LOADS

ROOF:

ROOF: DEAD LOAD

WALL DEAD LOAD

IBC SEISMIC DESIGN CATEGORY

DESIGN WIND SPEED (ULTIMATE)

ALLOWABLE SOIL BEARING

EXPOSURE

MPH

PSF

LOADLIVE 20

WIND DESIGN :

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL PLUMBING CODE

2018 INTERNATIONAL MECHANICAL CODE

2020 NATIONAL ELECTRICAL CODE

2018 INTERNATIONAL FIRE CODE

ACCESSIBILITY CODE ADAAG

2015 INTERNATIONAL ENERGY CONSERVATION CODE

OCCUPANCY CLASS.:

CONSTRUCTION:

AREA: ______ FT2

AREA ALLOWABLE: _______FT2

HEIGHT: _ STORY

HEIGHT ALLOWABLE: _ STORY

OCCUPANT LOAD: ___

CODE SUMMARY:

1 12-23-2024 ZW

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F L O

O R

P L A N

A1.1

WALL TYPE SCHEDULE

8" REINFORCED CONCRETE

MASONRY BLOCK WALL WITH

MORTAR JOINTS, GROUTED SOLID

ALL CELLS RUNNING BOND PATTERN.

FLOOR PLAN

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

A A2.1

C A2.2

B A2.1

D A2.2

L D

S L A B

7'-0" SLAB 13'-4" BUILDING

6'-0"

WC-1

GB42G

G B

WC-1

-1

PTD

3" VTR

S-

S P A R

E C

O N D

B P

WC-1

GB42G

G B

FD-2

FD-1

FD-2

ADA UNISEX

UNISEX

H B

-2

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A D

A C

L E A R

A N C E S

A1.2

30"x36"

ADA RESTROOM FIXTURE CLEAR FLOOR AREA

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

60"x60"

48"x48"

WC-1

GB42G

G B

WC-1

-1

PTD

3" VTR

S-

S P A R

E C

O N D

B P

WC-1

GB42G

G B

FD-2

FD-1

FD-2

ADA UNISEX

UNISEX

H B

-2

"x 9"

30"x48"

60"x60"

48"x48"

"x 9"

30"x48"

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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.

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 1

ADA RESTROOM FIXTURE DETAILS

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

9" M

MAX

A X

13"

MIN

C L E A R

22"

17" MIN

25" MAX

16"

11" MIN

LAVATORY GRAB BARS

SEE DETAIL 2/A1.3

SIDE WALL BACK WALL

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

GB18

GB42

GB36

18" 17"-18"

GB42

40"

REAR

WALL

GB18

GB36

12"

10"

LV-1

WC-1WC-1

18"

TO WALL

T O

S E A T

WATER CLOSET

(TOILET)

WC-1

TP TP

32"

DIAPER DECK

F.F. F.F.

T O

B O

T T O

M O

F R

O L

L 7"-9" TO

FRONT

OF TLT

9 3/8"

MIN

TOILET PAPER

DISPENSER

A X

PAPER TOWEL

DISPENSER

PTD

A X

T O

SOAP

DISPENSER

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T E R

E L E V

A T

N V

A1.4

ADA RESTROOM INTERIOR ELEVATION VIEWS

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

PTD SDDD

LV-1 LV-1

PTD SD

GB18

GB42

GB36

WC-1

GB42

GB18

GB36

WC-1

PTD SD

LV-1

WC-1

LV-1

PTD SD

WC-1

VIEW A VIEW B VIEW C VIEW D

NON ADA RESTROOM INTERIOR ELEVATION VIEWS

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

COVE BASE

SEE 2/A4.1

LAV GUARD

ADA INSULATION

24"20"

18" 18" 10"

COVE BASE

SEE 2/A4.1

LAV GUARD

ADA INSULATION

24"

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

THRU WALL 8X8

INTAKE REGISTER

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

THRU WALL 8X8

INTAKE REGISTER

18" 10"18"

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E X T E R

E L E V

A T

N V

A2.1 B

ELEVATION VIEW

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

22'-8"

13'-4" 6'-0"

FG FG

STONE VENEER, OVER

INSULATION, OVER 8"X16"

CMU SMOOTH FACE

CONCRETE BLOCK WALL

FIBER CEMENT BOARD &

BATT. SIDING, OVER

INSULATION, OVER 8"X16"

CMU SMOOTH FACE

CONCRETE BLOCK WALL

3" VTR W/ VENT

BOOT, TYP.

METAL ROOFING

6X8 RESAWN TIMBER

POST, TYP.

STONE VENEER, OVER

INSULATION, OVER 8"X16"

CMU SMOOTH FACE

CONCRETE BLOCK WALL

FIBER CEMENT BOARD &

BATT. SIDING, OVER

INSULATION, OVER 8"X16"

CMU SMOOTH FACE

CONCRETE BLOCK WALL

3" VTR W/ VENT

BOOT, TYP.

ELEVATION VIEW

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

FG FG

17 1/2"

O.H.

17 1/2"

O.H.

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E X T E R

E L E V

A T

N V

A2.2 D

ELEVATION VIEW

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

22'-8"

13'-4"6'-0"

FGFG

STONE VENEER, OVER

INSULATION, OVER 8"X16"

CMU SMOOTH FACE

CONCRETE BLOCK WALL

FIBER CEMENT BOARD &

BATT. SIDING, OVER

INSULATION, OVER 8"X16"

CMU SMOOTH FACE

CONCRETE BLOCK WALL

3" VTR W/ VENT

BOOT, TYP.

METAL ROOFING

6X8 RESAWN TIMBER

POST, TYP.

3" VTR W/ VENT

BOOT, TYP.

ELEVATION VIEW

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

RESTROOM RESTROOM

UNISEX ISA WITH BRAILLE SIGN

PER ADA & LOCAL CODES

STONE VENEER, OVER

INSULATION, OVER 8"X16"

CMU SMOOTH FACE

CONCRETE BLOCK WALL

FIBER CEMENT BOARD &

BATT. SIDING, OVER

INSULATION, OVER 8"X16"

CMU SMOOTH FACE

CONCRETE BLOCK WALL

RESTROOM

UNISEX

(NON-ADA)

6X8 RESAWN TIMBER

ROOF EXTENSION

17 1/2"

O.H.

17 1/2"

O.H.LF-1 LF-1 LF-1

LF-1

WALL MOUNT LIGHT, TYP.

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S E C T

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A3.1

SECTION VIEW

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

22'-8" 5'-0"5'-0"

FG FG

2'-0" 2'-0"

13'-10 " R

OOFING

14'-0 3/16

" FASCIA

2'-0" 2'-0"

1'-6 11/

16"

S7.2

FOUNDATION

DETAIL

S7.3

EDGE OF

CONC. DETAIL

A L L

S10.1

EAVE

DETAIL

17 1/2"

O.H.

S7.3

INTERIOR WALL

FOOTING DETAIL

S10.2

INTERIOR WALL

CONNECTION

7'-4 3/8" INT. WALL

ADA UNISEX

7'-4 3/8" INT. WALL 5'-4 3/4"

INT. WALL

ADA UNISEX UNISEX

ROOF SHEATHING

2x6 FASCIA

FLAT 2x4 OUTLOOKERS. NOTCH

GABLE TRUSS TO FIT

INTERIOR

8" X 16" CMU SMOOTH FACE CONCRETE

BLOCK WALL FULLY REINFORCED

RUNNING BOND PATTERN

EXTERIOR

FIBER CEMENT BOARD AND BAT

SIDING AND STONE VENEER W/

INSULATION, OVER 8" X 16" CMU

SMOOTH FACE CONCRETE

BLOCK WALL FULLY REINFORCED

RUNNING BOND PATTERN

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S E C T

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A3.2

17 1/2"

A L L

S10.2

GABLE WALL

CONNECTION

S10.1

GABLE

DETAIL

13'-4"5'-0"

GABLE SHEATHING

2x FASCIA

ROOF SHEATHING

G2 T1 T1 T1 T1 T1 T1 G1

7'-0"

5'-6 1/2" 1'-5 1/2"

SECTION VIEW

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

S7.2

FOUNDATION

DETAIL

S7.3

EDGE OF

CONC. DETAIL

EXTERIOR

FIBER CEMENT BOARD AND BAT

SIDING AND STONE VENEER W/

INSULATION, OVER 8" X 16" CMU

SMOOTH FACE CONCRETE

BLOCK WALL FULLY REINFORCED

RUNNING BOND PATTERN

S7.3

COLUMN

FOOTING DETAIL

1 12-23-2024 ZW

STANDARD TRUSS

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

1'-4" TAIL 22'-8" BUILDING

/4 H E E L

1'-4" TAIL

13'-8 11/

16" TO

P CHORD

25'-4"

5 1/8" GLULAM BEAM FASTEN TO

TRUSS W/ USP GHF51600IF

GLULAM FACE MOUNT HANGER

GABLE END TRUSS

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

1'-4" TAIL 22'-8" BUILDING

/4 H E E L

1'-4" TAIL

13'-8 11/

16" TO

P CHORD

25'-4"

DROPPED GABLE TRUSS

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

1'-4" TAIL 22'-8" BUILDING

H E E L

1'-4" TAIL

13'-8 11/

16" TO

P CHORD

25'-4"

2X6 POSTS FOR

GLULAM BEAMS

1'-7 15/16"

9'-0 3/16"

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S E C T

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A3.3

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

PSE Consulting Engineers, Inc.

ROMTEC 224-136

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S E C T

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A3.4

22'-0 3/8"1'-3" 1'-3"

14'-0 3/16

" FASCIA

13'-10

" SHEATHING

13'-8 1/1 6" T&

13'-11

3/8" TO

P CHORD

S10.4

EAVE

DETAIL

S10.4

RIDGE

DETAIL

S10.5

RIDGE

DETAIL

MID PLATE ROMTEC TB-050-5006 (EXTERIOR SIDE) &

RIDGE BRACKET ROMTEC Z3-ORS01 (INTERIOR SIDE).

SECURE TO TRUSS W/ (6) 3/4"Ø x 8" BOLT, (2)

WASHERS & NUT, TYP.

SECURE GLULAM IN SADDLE W/ (2) 3/4"Ø X 7" BOLT,

(2) WASHER, & NUT, TYP.

TOP CHORD PLATE ROMTEC TB-050-5012 (BOTH

SIDES) SECURE WITH (6) 3/4"Ø x 8" BOLT, (2)

WASHERS, & NUT, TYP.

RIDGE PLATE ROMTEC TB-050-5009 (BOTH SIDES)

SECURE WITH (4) 3/4"Ø x 8" BOLT, (2)

WASHERS, & NUT, TYP.

2X6 CEDAR FASCIA

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

EAVE PLATE ROMTEC TB-050-5002 (EXTERIOR SIDE) &

EAVE BRACKET ROMTEC Z2-ORS01 (INTERIOR SIDE).

SECURE TO TRUSS W/ (12) 3/4"Ø x 8" BOLT, (2)

WASHERS & NUT, TYP.

SECURE GLULAM IN SADDLE W/ (2) 3/4"Ø X 7"

BOLT, (2) WASHER, & NUT, TYP.

6X8 RESAWN TIMBER

COLUMNS, TYP. (4)

BOTTOM CHORD PLATE ROMTEC

TB-000-5005 (BOTH SIDES) SECURE

WITH (7) 3/4"Ø x 8" BOLT, (2)

WASHERS, & NUT, TYP.

TIMBER TRUSS ASSEMBLY (RE-SAWN)

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

17 11/16"

O.H.

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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"

CONCRETE FLOOR

3/16" OF ULTRAFLEX 2

THIN-SET (OR EQUAL), TYP.

(INSTALLER SUPPLIED)

SANITARY COVE BASE W/ TILE

WALL & CONCRETE FLOOR

6x6 SANITARY COVE BASE

(6X8 FOR BUY AMERICA)

R3/8"

WALL: TILE & GROUT

(SEE S4.1 FOR DETAILS)

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

FINISH SCHEDULE

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.

CEILING

5/8" MOISTURE RESISTANT DRYWALL

TO BE TEXTURED, PRIMED & PAINTED

(INSTALLER SUPPLIED)

FLOOR

CONCRETE WITH A WATER BASED

WET CURE SEALER CURE-N-SEAL OR

EQUAL (INSTALLER SUPPLIED)

COVE BASE IN

RESTROOMS

ONLY

SANITARY TILE COVE BASE

DETAIL 2/A4.1

EXTERIOR SIDING

STONE VENEER WITH

FIBER CEMENT BOARD & BATT SIDING

OVER 2" RIGID INSULATION

3 SEE PAGE A4.2

EXPOSED WOOD

ALL T&G, FASCIA, SUB FASCIA,

TIMBER TRUSSES, TIMBER BEAMS AND

RAFTERS TO BE SEALED WITH

INSTALLER SUPPLIED CLEAR COAT

FINISH APPLIED ONSITE BY INSTALLER

INTERIOR WALL TILE (42" HIGH)4

WC-1

GB42G

G B

WC-1

-1

PTD

3" VTR

S-

S P A R

E C

O N D

B P

WC-1

GB42G

G B

FD-2

FD-1

FD-2

ADA UNISEX

UNISEX

H B

-2

2 3

5 5

4 5

A A2.1

C A2.2

B A2.1

D A2.2

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PSE Consulting Engineers, Inc.

ROMTEC 224-136

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

2X2 P.T. FURRING IN J-CHANNEL

AROUND DOORS / OTHER OPENINGS

FASTEN W/ 1/4" X 4" GALV. SPLIT

ANCHOR BOLTS @ 16"OC MAX.

A4.3

EXTERIOR FINISH STONE VENEER 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 1'-0" FROM F.F -1/2" PLYWOOD ABOVE

- 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.

METAL LATHE - ATTACH 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 MANUFACTURERS

INSTALLATION INSTRUCTIONS

A4.3

EXTERIOR FINISH FIBER CEMENT

BOARD & BATT 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 1'-0" FROM F.F -1/2" PLYWOOD ABOVE

- 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.

5/16" FIBER CEMENT PANEL SIDING - ATTACH W/ 1"

ROOFING NAIL@ 8" O.C. PERIMETER & @ 16" O.C. FIELD

1x3 FIBER CEMENT BATTS @ 16" O.C. - ATTACH WITH 2"

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

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

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

A4.4

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

PSE Consulting Engineers, Inc.

ROMTEC 224-136

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 224-136

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W A L L F

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A4.3

CMU CORNER FINISH DETAIL

SCALE: 3" = 1'-0"

SCRATCH COAT

MORTAR BED

MORTAR JOINT

2" RIGID INSULATION

REFER TO NOTE #2

1/2" 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

M O

R T A R

J O

M O

R T A R

J O

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

SCRATCH COAT

STONE VENEER INSTALL

PER MANUFACTURER

DIRECTION

3" BRICK LEDGE

FOR STONE VENEER

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

PSE Consulting Engineers, Inc.

ROMTEC 224-136

www.structure1.com Klamath Falls Office

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PSE Consulting Engineers, Inc.

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W A L L F

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A4.4

J-CHANNEL-26GA

REFER TO NOTE #1

#15 BUILDING PAPER

REFER TO NOTE #4

1/2" PLYWOOD

REFER TO NOTE #3

2" RIGID INSULATION

REFER TO NOTE #2

5/16" FIBER CEMENT

PANEL VERTICAL SIDING

REFER TO NOTE #5

5/4x4 TRIM

FIBER,

REFER TO

NOTE #7

VERTICAL FIBER CEMENT 1x3 BATTS

REFER TO NOTE #6

3/8" MIN. FROM PANEL EDGES

2" MIN. FROM CORNERS

CMU CORNER FINISH DETAIL

SCALE: 3" = 1'-0"

M O

R T A R

J O

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

1/2" P.T. PLYWOOD

#15 BUILDING PAPER

5/16" FIBER CEMENT PANEL

1X3 FIBER CEMENT BATTS

(SELF-ADHESIVE, RUBBERIZED

AIR VAPOR BARRIER)

STONE VENEER INSTALL

PER MANUFACTURER

DIRECTION

T O

F .F

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S C H E D

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D O

O R

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

LEVER LOCKSET,

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

- 1 LATCH GUARD - HAGER

1 -

MORTISE LEVER LOCKSET W/ OCCUPANCY INDICATOR

SCHLAGE LV9056 - (KEY - OUTSIDE / THUMBTURN - INSIDE)

1 1 KICK PLATE, 10" X 34"

1 1 THRESHOLD

1 1 SWEEP

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.

KICKPLATE

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

S T R

/8 C A S E

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

LEFT HAND

RIGHT HAND D0~(REVERSE)K

INTERIOR

2 36"x84"x1 3/4" SL18 F16 1

SWING OUT

LEFT HAND

RIGHT HAND D0~(REVERSE)K

INTERIOR

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

SWING OUT

RIGHT HAND

LEFT HAND D0~

INTERIOR

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

KICKPLATE

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

3/4" SPACE

A5.2

SHOWN INTERIOR VIEW:

LEFT HAND REVERSE BEVEL DOOR

(SWING OUT) RIGHT HAND FRAME

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

DOOR DETAILS

SLOPE 1/4":12"

SLAB FLUSH & LEVEL

ONLY AT DOORWAY

HM DOOR W/ CHANNEL

FILLER @ BOT

CONC SLAB & REBAR

AS PER SLAB PLAN

EQEQ

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

(AT DOOR LOCATIONS)

(DRILL & DOWEL)

THRESHOLD

DOOR SWEEP

THRESHOLD DETAIL

SCALE: 3" = 1'-0"3

FOR ADDITIONAL SIDING

& WALL FINISH DETAILS

REFER TO SHEET A4.2

7 3/4" x 4"

7'-4"1/4"

1 15/16"

STEEL DOOR

GROUT SOLID

ADDITIONAL

(1) #5 REBAR EXTEND

24" BEYOND DOOR

(WRAP CORNER IF

REQUIRED)

REBAR IN BOND BEAM

AS PER DETAIL 1/S8.2

EXTEND FULL WALL LENGTH

HEADER DETAILS

SCALE: 3" = 1'-0"

N O

T E

1/4" 1 15/16"

NOTE A.

SINGLE DOOR 2" JAMB

DOUBLE DOOR 4" JAMB

CAULK

GROUT SOLID

DOOR CLIP; LOCATE

IN MORTAR JOINT

REBAR @ JAMBS AS

PER DETAIL 1/S8.2

AVOID INTERFERENCE

JAMB DETAIL

SCALE: 3" = 1'-0"

1/2" PLYWOOD

15# BLDG. PAPER

FIBER CEMENT 5/16" PANEL

FIBER CEMENT 1 X 3 BATTS

2" RIGID CONTINOUS

INSULATION

WHEN A SIGN IS REQUIRED:

SEE DETAIL 3/A5.3 FOR

SIGN BACKING BOARD

10" O.C. FROM DOOR

OPENING

2" X 2" P.T. FURRING

FIBER CEMENT

5/4 X 4 TRIM

CLEAR SEALANT

J-CHANNEL-26GA

ROMTEC FT-000-5145

2" X 2" P.T. FURRING

J-CHANNEL-26GA

ROMTEC FT-000-5145

MIN. 1/4" GAP

FIBER CEMENT

5/4 X 4 TRIM

CLEAR CAULK SEALANT

FIBER CEMENT 5/16" PANEL

FIBER CEMENT 1 X 3 BATTS

1/2" PLYWOOD

15# BLDG. PAPER

2" RIGID CONTINOUS

INSULATION

TILE OVER

GROUT

1/2" 1/2"

TILE OVER

GROUT

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 224-136

9/27/2024

ORS01

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DATE:

PROJECT #:

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REV. DATE: BY:

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S, W

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C , I

N C www.romtec.com

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

JOB CREATED: 12/23/2024 - LAST SAVED BY: zweiser ON 12/23/2024 - LAST PRINTED: 1/8/2025 - LOCATION: O:\Engineering RI\Plan Sets\ORS01-Old Riverside, GA\ORS01-Old Riverside 2047M, GA 240926.dwg

D O

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D E T A

A5.2 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 224-136

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'

F.F. F.F.

RESTROOM

10"

· 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

SIGN FASTENERS: WOOD/FIBER CEMENT/STEEL

(4) #10 3/4" PHILLIPS ROUND HEAD SCREW.1

ADA SIGN ELEVATIONS

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

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 224-136

9/27/2024

ORS01

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P R

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A R

SHEET NO.

DRAWN BY:

DATE:

PROJECT #:

P R

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REVISIONS:

REV. DATE: BY:

R O

C , I

N C

L R

D D

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O D

U C

, A

O R

F U

, A N

D N

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B E

C O

R U

D F

R O

M T

S, W

H O

U T

W R

N P

O N

O F

R O

C , I

N C www.romtec.com

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

JOB CREATED: 12/23/2024 - LAST SAVED BY: zweiser ON 12/23/2024 - LAST PRINTED: 1/8/2025 - LOCATION: O:\Engineering RI\Plan Sets\ORS01-Old Riverside, GA\ORS01-Old Riverside 2047M, GA 240926.dwg

N D

E T A

A5.3 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 224-136

FD-2

FD-1

FD-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 224-136

9/27/2024

ORS01

S A N D

Y S

P R

S G

E O

R G

O L D

E R

E P

A R

SHEET NO.

DRAWN BY:

DATE:

PROJECT #:

P R

C T

S H

E E

T T

REVISIONS:

REV. DATE: BY:

R O

C , I

N C

L R

D D

S M

O T

O D

U C

, A

O R

F U

, A N

D N

O B

G S

B E

C O

R U

D F

R O

M T

S, W

H O

U T

W R

N P

O N

O F

R O

C , I

N C www.romtec.com

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

JOB CREATED: 12/23/2024 - LAST SAVED BY: zweiser ON 12/23/2024 - LAST PRINTED: 1/8/2025 - LOCATION: O:\Engineering RI\Plan Sets\ORS01-Old Riverside, GA\ORS01-Old Riverside 2047M, GA 240926.dwg

F O

A T

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L A N

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…

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File details come from the government source that posted it. Updated Jan 27, 2026.