Exhibit 1 - Permitted HSD Concession -Restrooms.pdf
PDF 15 MB Posted
- Attached to
- Weber Concession & Bathroom Building
- Solicitation number
- S-P30001-00014684
- Issued by
- Union County, Oregon
About this file
These architectural construction documents are for a small commercial building project prepared by Engineering Northwest, LLC, specifically a concession and restroom facility with a professional engineering seal dated 04/15/2025. The project involves constructing a single-story building with approximately 9,000 square feet, classified as a Business (B) occupancy under Type V-B construction. The facility includes a concession area, men's and women's restrooms, a family restroom, and a janitorial space. The design incorporates standard commercial building features with concrete slab foundation, CMU (concrete masonry unit) walls, metal roofing, and manufactured roof trusses. The project is designed to meet the 2022 Oregon Structural Specialty Code (O.S.S.C.) requirements, with specific attention to energy efficiency, accessibility, and safety standards.
Key technical specifications include a maximum building height of 40 feet, an occupant load of 3 persons, and no fire sprinkler or fire alarm system requirements. The construction details emphasize moisture resistance, weatherproofing, and energy efficiency, with specifications for wall insulation, roof ventilation, and exterior door and window installations. The design includes specific architectural elements like luxury vinyl plank flooring, rubber wall base, gypsum wall board finishes, and suspended ceiling at 8 feet above finished floor. Structural details include continuous reinforced concrete footings, hurricane ties, and specific requirements for wall reinforcement, lintel construction, and roof diaphragm design. The project is set to renew on 6/30/2026 and was initially prepared in March 2012, with the most recent revision made on 04/15/2025.
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Text version
RENEWS 6/30/2026
85283PE
P A T
J. WOOD
CO
C K
LA
NO
IS
SEFORPDERETSI
GER
MARCH 8, 20
IF THIS BAR SCALE DOES NOT
MEASURE 1" THEN THIS DRAWING
IS NOT TO SCALE
A S3
A S3
S2 W
CONCESSION
36' - 0" (OUT-TO-OUT OF CMU)
MEN'S
12' - 0" 4' - 3 3/8"
O U
T-
TO
-O U
T O
F C
M U
RR-1
S3
A
C
B S3
3' - 4" 4' - 0"3' - 4"
B
WOMEN'S
4' - 6 1/2"
3'
/2
3' - 4" 8 5/8"
B
A
3 4
STORAGE/JANITORIAL
FAMILY
RESTROOM
C O
U N
TE
R
TO
P
W / B
AS
E
C
AB
IN
ET
S
C O
U N
TE
R
TO
P
W / B
AS
E
C
AB
IN
ET
S
4' - 0 1/8" 3' - 4" 11' - 3 3/8"3' - 4"12' - 0"
36' - 0"
S2 S
S2 N
S2 E
RR-2
S3
RR-3
S3
D
5' - 0"
9'
/8
4'
1/
4"
3/
8"
1' - 3 7/8"
8 5/8"
3' - 11 3/8"12 5/8"
FLOOR DRAIN
(TYP.)
C S3
5' x 6'
CONC.
LANDING
(TYP.)
9 3
MOP SINK
(A.P.O.)
/4
8'
0" 9'
4"
8'
0"
CODE OVERVIEW
OCCUPANCY CLASSIFICATION:
B- BUSINESS
TYPE OF CONSTRUCTION:
V-B
SPECIAL DET. REQ'S BASED ON USE & OCC. (CH. 4):
NONE
ALLOWABLE HEIGHT & AREA (CH. 5) :
ALLOWABLE HEIGHT: 40'-0"
ALLOWABLE AREAS: 9,000 ft²
FIRE RATING OF EXTERIOR WALLS (T.705.5):
10ft < x < 30ft, : 0 HOURS
WALL & CEILING FINISHES (SEC. 803)
B-CLASS 'C' - NO RESTRICTIONS
FIRE SPRINKLER SYSTEM (SECTION 903):
NOT REQUIRED
2022 O.S.S.C.
FIRE ALARM SYSTEM (SECTION 907) :
NOT REQUIRED
OCCUPANT LOAD (T. 1004.5):
CONCESSION: 293 ft² /200 = 2 STORAGE: 152 ft² /300 = 1
TOTAL OCCUPANCY = 3
EGRESS WIDTHS (SEC. 1005):
DOORWAYS: 34" MINIMUM WIDTH REQUIRED
NUMBER OF EXITS REQUIRED (SEC. 1006) :
ONE - OCCUPANT LOAD < 49
TRAVEL DISTANCE (TABLE 1017.2) :
200 ft.
VENTILATION (SEC. 1202):
NOT REQ'D, EXCEPTION #1
TEMPERATURE CONTROL (SEC. 1203):
ACTIVE OR PASSIVE HEATING SYSTEM IS REQ'D
LIGHTING (SEC. 1204):
NATURAL OR ARTIFICIAL LIGHTING IS REQ'D
CONSTRUCTION NOTES
1. COORDINATE ALL PLUMBING, HVAC & ELECTRICAL REQUIREMENTS W/ THE OWNER.
2. COORDINATE ALL ROOM, WALL & FLOOR FINISH, DOOR HARDWARE & WINDOW REQUIREMENTS WITH OWNER.
3. ALL DOORS & WINDOWS SHALL COMPLY WITH THE LATEST REQUIREMENTS OF THE 2022 OREGON STRUCTURAL SPECIALTY CODE
(O.S.S.C.)
4. ALL WEATHER PROOFING, AIR & VAPOR BARRIERS SHALL BE CONTINUOUS IN WALL/FLOOR/ROOF SYSTEMS WITH ALL
PENETRATIONS & CONNECTIONS PROPERLY SEALED PER MANUFACTURERS RECOMMENDATIONS &/OR THE AUTHORITY
HAVING JURISDICTION.
5. ALL POWER/ELECTRICAL, LIGHTING, VENTILATION, HEATING & AIR CONDITIONING, PLUMBING, SMOKE & FIRE ALARMS SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 OREGON STRUCTURAL SPECIALTY CODE (O.S.S.C.)
6. WALL FIRE BLOCKING SHALL NOT EXCEED 10'-0" O.C.
7. COORDINATE ALL INSULATION R-VALUES, DOOR & WINDOW U-VALUES, ETC. WITH THE 2021 OREGON ENERGY EFFICIENCY
SPECIALTY CODE.
8. ALL WINDOW SIZES ARE GIVEN IN INCHES & THE CMU ROUGH OPENING SIZE (Eg. 3220 = 32" WIDE BY 20" R.O.)
9. ALL DOOR SIZES ARE GIVEN IN FEET & INCHES (Eg. 3070 = 3'-0" WIDE BY 7'-0" TALL)
10. ANY/ALL GLAZING WITHIN 24" OF A DOOR OR 18" FROM A FLOOR SHALL BE TEMPERED OR SAFETY GLASS.
11. PROVIDE MECHANICAL EXHAUST FANS IN RESTROOMS AS PER CODE REQ'S.
12. EMERGENCY EXIT SIGN WITH BATTERY BACK-UP LIGHTING, REQUIRED AT ALL DESIGNATED EXIT DOORS & RISER ROOM. ALL EXIT
SIGNS ARE REQUIRED TO BE INTERNALLY ILLUMINATED AND INCLUDE BATTERY BACKUP.
13. THE OCCUPANT LOAD SHALL BE POSTED ON A PERMANENT AND LEGIBLE SIGN.
14. FIRE EXTINGUISHER QUANTITY, TYPE & LOCATION TO BE COORDINATED W/ LOCAL FIRE DEPARTMENT.
15. PANIC HARDWARE IS REQUIRED ON ALL EXIT DOORS AND DOORS WITHIN THE EXIT PASSAGEWAYS.
INSULATION & FENESTRATION REQ'D
CLIMATE
ZONE
WINDOW
U-FACTOR
SWINGING
DOOR
U-VALUE
ROOF
R-VALUE
MASS WALL
U-VALUE
FLOOR
R-VALUE
SLAB
R-VALUE
5B
CRAWL
SPACE
NON-SWINGING
DOOR
R-VALUE
N/A U-0.37 R-49 U-0.090 N/A R-15 for 24" BGS N/AR-5
ENERGY CODE COMPLIANCE 2021 O.E.E.S.C.
NOTES:
1. SHGC ≤ 0.38, VT/SHGC ≤ 1.10
2. THESE ARE MINIMUMS. ENGINEER STRONGLY RECOMMENDS TO INSULATE ABOVE THESE MINIMUMS TO PREVENT HEAT LOSS & INCREASE ENERGY EFFICIENCY.
PLUMBING REQUIREMENTS (2022 O.S.S.C., TABLE 2902.1)
OCCUPANCY
TYPE
B
NUMBER OF
OCCUPANTS
WATER CLOSET
CODE RATIO
1 per 25
MEN WOMEN
LAVATORYS
CODE RATIO
MEN WOMEN
WATER CLOSET
REQUIRED
MEN WOMEN
LAVATORYS
REQUIRED
MEN WOMEN
0.041 per 40 0.06
NOTES:
1. (1) ADA DRINKING FOUNTAIN OR ACCESSIBLE WATER DISPENSER IS REQUIRED.
2. (1) SINGLE OCCUPANT ADA RESTROOM HAS BEEN APPROVED BY THE BUILDING OFFICIAL VS. (1) MALE R.R. & (1) FEMALE R.R.
1 per 25 1 per 40 0.06 0.04
1 WALL TYPE #1
WALL TYPES#
WALL TYPE #33
WALL TYPE #22
WALL TYPE #44
WALL NOTES:
1. GYPSUM WALL BOARD TO BE FASTENED TO WALL STUDS WITH #8 DRYWALL SCREWS @ 8" O.C. IN THE FIELD AND 4" AT PANEL
EDGES. STAGGERS PANEL JOINTS EACH RUN.
2. GYPSUM CEILING BOARD TO BE FASTENED TO CEILING JOISTS WITH #8 DRYWALL SCREWS @ 6" IN THE FIELD & 4" AT PANEL
EDGES. STAGGER PANEL JOINTS EACH RUN.
3. GYPSUM WALL BOARD TO BE TAPED & TEXTURED AS PER OWNER. PRIME LIBERALLY WITH PVA & PAINT
WITH PREMIUM GRADE, WASHABLE LATEX (SEE OWNER FOR DETAILS)
12" HI-R
CMU WALL
COLOR &
STYLE PER
OWNER
WATER RESISTANT
PANEL @ 48" MIN.
A.F.F.
5/8" MOISTURE RESISTANT
GYPSUM WALL BOARD
2x6 DF-L #2 WALL
STUDS @ 16" O.C.
WATER RESISTANT
PANEL @ 48" MIN.
A.F.F.SOUND
INSULATION
WATER RESISTANT
PANEL @ 48" MIN.
A.F.F.
2x6 DF-L #2 WALL
STUDS @ 16" O.C.
WATER RESISTANT
PANEL @ 48" MIN.
A.F.F.
SOUND
INSULATION
CONFESSION
5/8" MOISTURE RESISTANT
GYPSUM WALL BOARD
12" HI-R
CMU WALL
COLOR &
STYLE PER
OWNER
INTERIOR INTERIOR
JANITORIAL
1) POPCORN POPPER AS PER OWNER.
2) TURBO CHEF OVEN, SEE OWNER FOR DETAILS.
3) REFRIGERATOR AS PER OWNER.
4) CASH REGISTER AS PER OWNER.
5) CHEESE WARMER AS PER OWNER.
6) UNDERCOUNTER WARMING STATION AS PER OWNER.
EQUIPMENT KEY NOTES#
7) 3-COMPARTMENT SINK AS PER OWNER.
8) HAND-WASHING STATION AS PER OWNER.
9) TOWEL DISPENSER AS PER OWNER.
10) SOAP DISPENSER AS PER OWNER.
11) STORAGE CABINET AS PER OWNER.
SHEET NO. ____ OF ______
JOB NO. ________________
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25-016
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DATE SEALED: _____________________04/15/2025
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M
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PL
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S1
3/8" = 1'-0"1 FLOOR PLAN SEE DOOR & WINDOW
TYPES ON SHEET S3
IF THIS BAR SCALE DOES NOT
MEASURE 1" THEN THIS DRAWING
IS NOT TO SCALE
T.O. CONC.
100' - 0"
T.O. TOP OF CMU
108' - 8"
A S3
CONT. RIDGE
VENT
GRADEGRADE
MTL ROOFING
(A.P.O.)
A A B
12" HI-R
CMU
T.O. CONC.
100' - 0"
T.O. TOP OF CMU
108' - 8"
A S3
CONT. RIDGE
VENT
GRADE GRADE
MTL ROOFING
(A.P.O.)
12" HI-R
CMU
CB
T.O. CONC.
100' - 0"
T.O. TOP OF CMU
108' - 8"
GRADE
GRADE
12" HI-R
CMU
BOARD & BATT
SIDING (OR A.P.O.)
MTL ROOFING
(A.P.O.)
D
NEW LED WALL PACK
AS PER OWNER (TYP.)
T.O. CONC.
100' - 0"
T.O. TOP OF CMU
108' - 8"
GRADE
GRADE
12" HI-R
CMU
BOARD & BATT
SIDING (OR A.P.O.)
MTL ROOFING
(A.P.O.)
NEW LED WALL PACK
AS PER OWNER (TYP.)
SHEET NO. ____ OF ______
JOB NO. ________________
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S2
3/8" = 1'-0"E EAST ELEVATION
3/8" = 1'-0"W WEST ELEVATION
3/8" = 1'-0"S SOUTH ELEVATION
3/8" = 1'-0"N NORTH ELEVATION
P A T
J. WOOD
CO
C K
LA
NO
IS
SEFORPDERETSI
GER
MARCH 8, 20
IF THIS BAR SCALE DOES NOT
MEASURE 1" THEN THIS DRAWING
IS NOT TO SCALE
T.O. CONC.
100' - 0"
T.O. TOP OF CMU
108' - 8"
28 GA MTL ROOFING ON
MOISTURE BARRIER ON
7/16" O.S.B. ON MFG TRUSSES
12"x8"x16" HI-R-H
INSULATED CMU WALL
< R-49 ATTIC INSULATION REQ.>
24" 24"
GRADE GRADE
4" CONC.
SLAB
5/8" GYPSUM BD
MOP SINK
R-15 RIGID
INSUL. (TYP.)
ROOM FINISH SCHEDULE NOTES:
1. CONCRETE SLAB FLOOR PREPPED TO RECEIVE FINISH TILE, SEALER, OR OTHER FLOOR COVERING.
2. LUXURY VINYL PLANK FLOORING, STYLE & COLOR AS PER OWNER/TENANT.
3. 4" RUBBER WALL BASE, COLOR AS PER OWNER.
4. 5/8" GYPSUM WALL BOARD, AS PER "WALL TYPES" & NOTES ON SHEET (S1), & PRIMED PER NOTE (8).
5. RESTROOMS & OTHER AREAS SUBJECT TO MOISTURE, INSTALL 5/8" MOISTURE RESISTANT G.W.B. 48" A.F.F. &
PRIMED PER NOTE (9).
6. SUSPENDED HARD LID CEILING @ 8'-0" A.F.F. 5/8" GYPSUM BOARD, PRIMED & PAINTED PER NOTES (8 & 10)
7. LEVEL 4 WALL FINISH W/ SKIP TROWEL TEXTURE.
8. ONE LIBERAL COAT OF PVA PRIMER PRIOR TO COLOR PAINT.
9. WHITE EPOXY PAINT.
10. TWO COATS OF SHERWIN-WILLIAMS LATEX ENAMEL COLOR 7042 SHOJI WHITE AFTER PVA PRIMER.
11. NO WALL FINISH
12. NO CEILING FINISH.
01 CONCESSION 1
02 MEN'S RESTROOM 1
REMARKS
BASE
MATL
FLOOR
FINISH
ROOM NAME
ROOM FINISH SCHEDULE
MATL FINISH
ROOM #
MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL FINISH
NORTH WALL SOUTH WALL WEST WALL EAST WALL CEILING
03 JANITORIAL 1 4 4 4 4
7 4
75 5 5
4 7 4 7 4 7
7 7 7 7
3 11 11 11 11
8/10
8/10
8/9
04 WOMEN'S RESTROOM 1 4 4 4 4 743 11 11 11 11 8/9
05 FAMILY RESTROOM 1 4 4 4 4 743 11 11 11 11 8/9
DOOR TYPES
7'
0"
3' - 0"
KICK PLATE
EACH SIDE.
INSULATED
EXTERIOR DOOR W/ LOCKA
F.F.
9'-4" x 4'-8" ROLL-UP CONCESSION DOORD
9' - 4"
4'
8"
7'
0"
3' - 0"
KICK PLATE
EACH SIDE.
RESTROOM
SIGNAGE
INSULATED
EXTERIOR DOOR B
7'
0"
3' - 0"
KICK PLATE
EACH SIDE.
RESTROOM
SIGNAGE
INSULATED
EXTERIOR DOOR C
RESTROOM ELEVATIONS
NOTES:
1. TOILET FLUSH ACTIVATOR LOC'D @
OPEN SIDE OF ROOM.
2. CONTRCTOR SHALL PROVIDE & INSTALL
ALL OWNER REQ'D SUB-WALL BACKING
FOR SURFACE MOUNTED EQUIPMENT.
3. F.R.P. OVERLAYMENT WALL PANELING
REQUIRED ON EACH WALL TO 48" A.F.F.
4. INSULATE ALL EXPOSED DRAIN PIPING.
SOUTH
MEN'S RESTROOM ELEVATIONS
7"-9"
" M
IN
6"
42" BAR12" MAX
52" MIN.3070
EAST WEST
OF FINISH
18" CLR.
6"
60" MIN CLR.
36" MIN. CLR.
TO FINISH
18" CLR
30" MIN. CLR.
TO FINISH
15" CLR
" M
AX
" M
AX
9" M
IN
NORTH
" M
AX
WOMEN'S RESTROOM ELEVATIONS2
FAMILY RESTROOM ELEVATIONS3
NORTH SOUTH
WEST EAST
OF FINISH
18" CLR.
6"
60" MIN CLR.
36" MIN. CLR.
TO FINISH
18" CLR
" M
AX
" M
AX
9" M
IN
7"-9"
" M
IN
6"
42" BAR12" MAX
52" MIN.
" M
AX
OF FINISH
18" CLR.
6"
" M
AX
" M
AX
9" M
IN
NORTH
7"-9"
" M
IN
6"
42" BAR12" MAX
52" MIN.
EAST SOUTH
" M
AX
WEST
BABY CHANGER
(A.P.O.)
T.O. CONC.
100' - 0"
T.O. TOP OF CMU
108' - 8"
GRADE
< R-49 >
28 GA MTL ROOFING ON
MOISTURE BARRIER ON
7/16" O.S.B. ON MFG TRUSSES
12"x8"x16" HI-R-H
INSULATED CMU WALL
4" CONC.
SLAB
5/8" GYPSUM BD
R-15 RIGID
INSUL. (TYP.)
12" HI-R
CMU WALL
DOOR HEAD DETAIL
DOOR AS PER
DOOR TYPE
12 HI-R
CMU WALL
2" x 12"
P.T. TRIMMER
DOOR JAMB DETAIL
HOLLOW
METAL DOOR
FRAME
SEALANT
ALL-ROUND
DOOR AS PER
DOOR TYPE
12" HI-R CMU WALL
4" x 12"
P.T. SILL
COUNTER PER
DOOR MFG.
DOOR AS PER
DOOR TYPE
SEALANT
ALL-ROUND
DOOR SILL DETAIL
CONCESSION ROLL-UP H.M. DOOR - HEAD/JAMB/SILL DETAILS
MTL TRIM
12" HI-R
CMU WALL
4" x 12" P.T.
HEADER
DOOR HEAD DETAIL
HOLLOW
METAL DOOR
FRAMEDOOR AS PER
DOOR TYPE
SEALANT
ALL-ROUND
12 HI-R
CMU WALL
2" x 12"
P.T. TRIMMER
DOOR JAMB DETAIL
HOLLOW
METAL DOOR
FRAME
SEALANT
ALL-ROUND
DOOR AS PER
DOOR TYPE
DOOR THRESHOLD DETAIL
DOOR AS PER
DOOR TYPE SLOPE
CONC.
ALUMINUM
THRESHOLD
DOOR
SWEEP
EXTERIOR HOLLOW METAL DOOR - HEAD/JAMB/SILL DETAILS
T.O. CONC.
100' - 0"
T.O. TOP OF CMU
108' - 8"
GRADE
28 GA MTL ROOFING ON
MOISTURE BARRIER ON
7/16" O.S.B. ON MFG TRUSSES
4" CONC.
SLAB
5/8" GYPSUM BD
< R-49 >
R-15 RIGID
INSUL. (TYP.)
" M
AX
SHEET NO. ____ OF ______
JOB NO. ________________
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R ev ie w ed B y:
D ra w n
By
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Pr in t D
G S ca le
M
AR
25-016
AS
N
O
TE
D
P.
H
PA
T
W O
O D
C O
C K
DATE SEALED: _____________________04/15/2025
He rm is to n Sc ho ol
D is tr ic t
PA
T W
O O
D C
O C
K
RE
VI
SI
ON
P
ER
C
LIE
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/15
/20
4/15/2025 11:01:14 AM
BU
IL
DI
N
G
SE
CT
IO
N S
S3
1/2" = 1'-0"A A-BUILDING SECTION
1/2" = 1'-0"B B-BUILDING SECTION
1/2" = 1'-0"C C-BUILDING SECTION
P A T
J. WOOD
CO
C K
LA
NO
IS
SEFORPDERETSI
GER
MARCH 8, 20
IF THIS BAR SCALE DOES NOT
MEASURE 1" THEN THIS DRAWING
IS NOT TO SCALE
GENERAL:
1. THESE STRUCTURAL DRAWINGS ARE INTENDED TO PRESENT SUFFICIENT DIMENSIONS &
DETAILS TO LOCATE THE PRIMARY STRUCTURAL COMPONENTS. THE CONTRACTOR SHALL
COORDINATE THE LOCATION OF SECONDARY ELEMENTS, WALLS, OR MEMBERS RELATED TO
OTHER DISCIPLINES.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE COMPONENTS BEFORE STARTING WORK.
3. ALL MATERIALS & WORKMANSHIP SHALL CONFORM TO THE 2022 O.S.S.C.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO ITS
COMPLETION. THE DESIGN, ADEQUACY & SAFETY OF ERECTION BRACING, SHORING,
TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR & HAS NOT
BEEN CONSIDERED BY THE ENGINEER.
5. CHANGES OR DEVIATIONS FROM DESIGN WILL NOT BE MADE WITHOUT APPROVAL FROM
ENGINEER.
DESIGN LOADS:
1. ROOF: DEAD LOAD: ....................................................... 15 PSF
COLLATERAL LOAD: .......................................... 5 PSF
LIVE LOAD: ......................................................... 20 PSF
GROUND SNOW LOAD, Pg: .............................. 30 PSF
FLAT-ROOF SNOW LOAD, Pf: ........................... 25 PSF
SNOW EXPOSURE FACTOR, CE: ..................... 1.0
SNOW LOAD IMPORTANCE FACTOR, Is: ......... 1.0 THERMAL FACTOR, Ct: ...................................... 1.0
2. WIND: BASIC WIND SPEED: ......................................... 115 MPH
EXPOSURE CATEGORY: ................................... C
IMPORTANCE FACTOR, Iw: ............................... 1.0
3. SEISMIC: IMPORTANCE FACTOR, Is: ............................... 1.0
OCCUPANCY CATEGORY: ................................ II
SITE CLASS: ....................................................... D
SPECTRAL RESPONSE ACCEL, SS: ................ 0.386
SPECTRAL RESPONSE ACCEL, S1: ................ 0.149
SPECTRAL RESPONSE COEFF, SDS: ............. 0.383
SPECTRAL RESPONSE COEFF, SD1: ............. 0.228
SEISMIC DESIGN CATERGORY: ...................... D
SEISMIC FORCE RESISTING SYSTEM:
(SPECIAL REINF. MASONRY SHEAR WALLS)
RESPONSE MODIFICATION FACTORS:
R: .............. 5.0 Ω: .............. 2.5
STRUCTURAL NOTES
FOOTING/FOUNDATION:
1. ALL NON-COMPACTABLE & ORGANIC MATERIALS SHALL BE REMOVED PRIOR TO COMPACTION OF
SUB-GRADE.
2. ALL IMPORTED SOIL THAT IS USED TO BACKFILL, &/OR ALL DISTURBED SOIL USED AS BACK FILL, &/OR DISTURBED SOIL, TO BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY (ASTM D698).
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTING OF SUB-GRADE SOILS.
4. AN ALLOWABLE SOIL PRESSURE OF 1500 PSF WAS USED IN DESIGN.
5. PLACE ALL FOOTINGS ON UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS
PER 2022 O.S.S.C.
6. ALL ELEVATIONS LISTED ARE FROM FIRST SUB-FLOOR ELEVATION OF 100.00', U.N.O.
CONCRETE:
1. MINIMUM CLEAR CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS
(UNLESS NOTED OTHERWISE):
A. CONCRETE PLACED DIRECTLY AGAINST THE EARTH TO HAVE 3 INCHES.
B. ALL FORMED SURFACES EXPOSED TO WEATHER OR EARTH:
#5 REBAR OR SMALLER ...........1 1/2 INCHES
#6 REBAR OR LARGER .............2 INCHES
2. REBAR HOOK & BEND RADIUS FOR 180°R & 90°R:
HOOK FOR #3 TO #7 BARS = R3"
HOOK FOR #8 TO #11 BARS = R6"
3. MINIMUM LENGTH OF LAPPED SPLICES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE.
STAGGER SPLICES SO THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME
LOCATION UNLESS SHOWN OTHERWISE.
REBAR SIZE SPLICE LENGTH
#4 24" #5 30"
4. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. REINFORCEMENT YIELD
STRENGTH TO BE A MIN. OF 60.
5. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER REBAR SPLICING OF
EQUAL SIZE AND SPACING.
6. COMPRESSION STRENGTH:
FOOTINGS: ................................... F'c = 3500 PSI
STEMWALLS: ................................... F'c = 3500 PSI SLABS: ................................... F'c = 4000 PSI
ANCHOR BOLTS:
1. ALL ANCHOR BOLTS SHALL BE ASTM F1554 BOLTS, UNLESS NOTED OTHERWISE:
BOLT DIAMETER EMBEDMENT LENGTH SPACING
5/8" 7" 24" O.C.
7. TYPICAL REINFORCING UNLESS NOTED DIFFERENTLY IS:
(1) #5 VERTICAL REBAR AT 32" O.C.
(2) #4 HORIZONTAL REBAR AT 4'-0" O.C.
8. THE TYPICAL LINTELS OVER OPENINGS IN THE WALL SHALL HAVE (2) #5 REBAR IN BOTH TOP AND
BOTTOM OF LINTEL FOR 8" WALLS & GROUTED FOR 1'-4" ABOVE OPENING.
9. THERE SHALL BE A MIN. OF (1) #4 REBAR ON ALL SIDES OF & ADJACENT TO EVERY OPENING WHICH IS LESS THAN 48" IN BOTH DIRECTIONS. WHERE THE OPENING IS 48" OR GREATER IN EITHER DIRECTION A MIN. OF (1) #5 REBAR SHALL BE USED AND SUCH REBAR SHALL EXTEND
NOT LESS THAN 24" BEYOND THE OPENING AT ALL DOOR OPENINGS/JAMBS PROVIDE
VERTICAL REINFORCEMENT REBAR FULL HEIGHT IN ALL CELLS.
10. AT CORNERS & WALL INTERSECTIONS, GROUT THE ADJACENT CORES WITH A VERTICAL REBAR
& LAP THE BOND BEAM STEEL OR PROVIDE CORNER REBAR OF EQUAL SIZE,
11. ALL DOWELS FROM THE FOUNDATION SHALL MATCH SIZE UNLESS NOTED DIFFERENTLY. EXTEND
DOWEL A MIN. OF 36 REBAR DIAMETERS INTO THE FOUNDATION.
12. VERTICAL CONTROL JOINTS SHALL BE PROVIDED IN THE WALLS AS SHOWN ON THE
ELEVATIONS.
SPECIAL INSPECTIONS:
1. THE OWNER, OR CONTRACTOR, SHALL RETAIN AN "APPROVED AGENCY," PER 2022 OREGON
STRUCTURAL SPECIALTY CODE (O.S.S.C.) . 1703 or 1704, TO PROVIDE THE SPECIAL INSPECTIONS
INDICATED BELOW FOR THIS PROJECT.
2. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS PER I.B.C. 1704.2.1.
3. PERFORM ALL SPECIAL INSPECTIONS & TESTS IN ACCORDANCE WITH CHAPTER 17 OF THE 2022
OREGON STRUCTURAL SPECIALTY CODE(O.S.S.C.) .
4. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION:
a. FOUNDATION WAS DESIGNED W/ F'c = 2500 psi SPECIFICATIONS. INSPECTION NOT REQUIRED, U.N.O. (2022 O.S.S.C. 1705.3 exception 2.3).
b. MASONRY CONSTRUCTION:
5. MASONRY CONSTRUCTION SHALL BE INSPECTED AND VERIFIED IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 1704.5.2 OF THE 2022 O.S.S.C. LEVEL 1 INSPECTION IS REQUIRED.
GENERAL CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO
GROUTING OPERATIONS.
2022 O.S.S.C.
LUMBER:
1. SAWN LUMBER FOR ALL WALL STUDS SHALL BE DOUG FIR LARCH No. 2 (DF-L, #2) OR BETTER
(U.N.O.).
2. ALL LUMBER IN CONTACT W/ CONCRETE, MASONRY, OR GROUND SHALL BE PRESERVATIVE
TREATED WOOD IN ACCORDANCE W/ AWPA STANDARDS OR U.N.O.
3. AT A MINIMUM, ALL NAILING SHALL MEET THE REQUIREMENTS OF I.B.C., TABLE 2304.6.1. ALL
NAILS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE.
4. FOR CONNECTIONS OF "SIMPSON HARDWARE" OR EQUIVALENT, FOLLOW MANUFACTURES
RECOMMENDATIONS
5. MANUFACTURED TRUSSES:
a. TRUSS LOADING:
TOP CHORD D.L. = 7 psf TOP CHORD L.L. = 25 psf BOTTOM CHORD D.L. = 8 psf BOTTOM CHORD L.L. = 10 psf
b. BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURRENTLY
W/ TOP CHORD LIVE LOAD.
MASONRY BLOCK:
1. CONCRETE BLOCK SHALL BE HOLLOW, MEDIUM WEIGHT, LOAD BEARING UNITS CONFORMING TO
ASTM C55, 73, 90 AND 744 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI U.N.O.
2. ALL BLOCKS SHALL BE PLACED IN RUNNING BOND CONSTRUCTION WITH ALL VERTICAL CELLS IN
ALIGNMENT, U.N.O.
3. MORTAR: ASTM C-270, TYPE S. F'C=1500 PSI
4. NET COMPRESSIVE STRENGTH OF THE OVERALL MASONRY SYSTEM (MORTAR, BLOCK AND
GROUT) SHALL BE: F'm = 1500 PSI.
5. PROVIDE (2) #5 REBAR WITH 24" PROJECTION ON ALL SIDES OF ALL OPENINGS OR
RE-ENTRANT CORNERS IN CONCRETE.
MASONRY GROUT:
1. GROUT SHALL CONFORM TO REQUIREMENTS OF ASTM C476.
2. SUFFICIENT WATER SHALL BE USED FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY
WITHOUT SEGREGATION.
3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS.
4. ALL CELLS IN CONCRETE BLOCK CONTAINING REINFORCING SHALL BE FILLED SOLID
WITH GROUT.
5. HOLD GROUT DOWN 11/2"BELOW TOP OF BLOCK AT GROUT LIFT JOINTS.
6. REBAR USED: .................ASTM A615, GRADE 60, WHERE WELDING IS REQUIRED USE: ASTM A705M
GRADE 60.
36' - 0" (OUT-TO-OUT OF CONCRETE)
3' - 4"
4' - 0"3' - 4"4' - 8"
12' - 0"
S5.1
CONTROL JOINTS
SEE DTL 1/S5.1
8'-6" ± C.J.
7' -8
C
.J
FLOOR
DRAIN
(TYP. OF 7)
4" CONCRETE SLAB WITH FIBER MESH
ON 2" OF SAND ON 10 MIL. VAPOR BARRIER
ON COMPACTED STRUCTURAL FILL, & ON
COMPACTED, NATIVE SOIL (NON-ORGANIC
100' -0"
12' - 0"3' - 4" 5' - 4"
3' - 4" 3' - 4"5' - 4"12' - 0"
O U
T-
TO
-O U
T O
F C
O N
C R
ET
E)
S5.1
S5.1
S5.1
S5.1
S5.1
S5.1
S5.1
S5.1
TYPE S12" HI-R-CMU WALL (2) #4 @ 48" O.C.
SHEARWALL HATCH
MORTAR TYPE#
MARK
WALL THICKNESS - BLOCK SIZE OR BLOCK TYPE
SHEAR WALL SCHEDULE
HORIZONTAL
REINFORCEMENT
VERTICAL
1 (1) #5 @ 32" O.C.
FASTENERS
DIAPHRAGM SCHEDULE
MARK
DESCRIPTION BLOCKED COMMENTS
8d @ 6" O.C. EDGES, 12" O.C. FIELD
A NO7/16" PLY/OSB, 48/24 APA RATED,H-CLIPS SEE DETAIL 13/S5.1
ATTIC VENTILATION REQUIREMENTS
912 ft.²/300 = 3.04 ft²
NOT LESS THAN 40% & NOT MORE THAN 50% OF THE REQ'D VENT AREA SHALL PROVIDED BY VENTS LOCATED IN THE UPPER PORTION OF THE ATTIC SPACE. 1.22 ft² < RIDGE VENTILATION < 1.52 ft².
L1 107' - 4" (2) #4 SEE DETAIL 7/S5.1
LINTEL SCHEDULE
MARK BOTTOM
ELEVATION
REINFORCING
COMMENTSMIN.
DEPTH
1'-4"
WIDTH
"W"
1'-0"
TOP
CENTER
(2) #4
BOTTOM
STIRRUPS
S1
SIZE
d
L2 107' - 4" (2) #4 SEE DETAIL 7/S5.1 1'-4" 1'-0" - (2) #4 8"#3 -
ROOFING NOTES
1. TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR UPLIFT & SNOW DRIFT AS APPLICABLE.
2. INSTALL ICE & WATER SHIELD 36" (MINIMUM) ALONG OUTSIDE PERIMETER OF ROOF.
A
TYP. ROOF
DIAPHRAGM
L1 L1 L1
L1 L1
L2
RIDGERIDGE
S5.1
S5.1
S5.1
S5.1
ATTIC
ACCESS
(SEE DTL
12/S5.1)
SHEET NO. ____ OF ______
JOB NO. ________________
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R ev ie w ed B y:
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By
Ap pr ov ed
B y:
Pr in t D
G S ca le
M
AR
25-016
AS
N
O
TE
D
P.
H
PA
T
W O
O D
C O
C K
DATE SEALED: _____________________04/15/2025
He rm is to n Sc ho ol
D is tr ic t
PA
T W
O O
D C
O C
K
RE
VI
SI
ON
P
ER
C
LIE
NT
R
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IE
W
/15
/20
4/15/2025 11:01:15 AM
FD
N
R
O O
F
FR
AM
IN
G
PL
AN
S
S4
1/4" = 1'-0"2 FOUNDATION PLAN
1/4" = 1'-0"3 ROOF FRAMING PLAN
P A T
J. WOOD
CO
C K
LA
NO
IS
SEFORPDERETSI
GER
MARCH 8, 20
HC120112
R4819
.5 .8
.2 .6
0896A160664240432
HC1201120
R48192 10.5-
.875
19.2- .625
0896A160664240432
HC120112
R4819
.5 .8
.2 .6
0896A160664240432
HC1201120
R48192 10.5-
.875
19.2- .625
0896A160664240432
HC1201120
R48192 10.5-
.875
19.2- .625
0896A160664240432
HC120112
R4819
.5 .8
.2 .6
0896A160664240432
HC1201120
R48192 10.5-
.875
19.2- .625
0896A160664240432
HC120112
R4819
.5 .8
.2 .6
0896A160664240432
IF THIS BAR SCALE DOES NOT
MEASURE 1" THEN THIS DRAWING
IS NOT TO SCALE
NOTES:
1. MAX. CONTROL JOINT SPACING IS 10'-0".
2. CONTRACTORS OPTION TO USE EITHER
SAWCUT OR FORMED KEY JOINT.
3. SAWCUT AS SOON AS POSSIBLE AFTER
POUR AND IN NO CASE SHALL IT BE MORE
THAN 12 HOURS AFTER POUR.
SAWCUT
FORMED
KEY
0' - 0 1/4"
INDUCED CRACKCONCRETE SLAB
SLAB REINFORCING
(IF APPLICABLE)
EQ
EQ
EQ
EQ
EQ
R.O. AS PER PLAN
STEMWALL & FTG
< STEMWALL PLAN >
CONC. SLAB
PER PLAN
EXTERIOR FINISH
AS PER OWNER
PER PLAN
T.O.C.
#4 BENT BAR
@ 16" O.C.
R-15 RIGID
INSUL. CONT.
T.O. CONC.
100' - 0"
T.O. FTG
98' - 0"
R-15 RIGID
INSULATION
12"x8"x16"
HI-R-H CMU WALL
REINFORCED 4" CONCRETE SLAB, ON
10 MIL. VAPOR BARRIER, ON
COMPACTED CRUSHED AGGREGATE,
SUB-GRADE & NATIVE SOIL
GRADE
6"12"6"
2' - 0"
8"
12" CONC. WALL
W/ (3) #4 CONT.
CONT. FOOTING
W/ (3) #4 REBAR
CONT. IN TRENCH
#5 VERT. DOWELS
@ 16" O.C. W/ ALT HOOK
PLAN VIEW
CMU WALL
PER PLAN
GROUTED CELL W/ #5
VERT. BAR @ WALL
INTERSECTIONS, TYP.
6d @ 6" O.C.
EA. SIDE, TYP.
1/2"∅ DRILLED
EXPANSION
ANCHOR W/
3" EMBED. @
24" O.C. VERT.
SPACING
2x STUDS, TYP.
FINISH-
PER WALL
TYPES
TYP. WALL REINF.
SEE DETAILS
CMU TO WOOD WALL DETAIL
N.T.S.11
1x4 BACKING BAND
R-49 INSULATION
1x TRIM ALL AROUND, 3/4" (MIN.)
LIP REQ.
WEATHER STRIPPING
7/16" x 8" ± O.S.B LINER
WALL (TYP. OF 4 SIDE)
3/4" SQ. NAILER @
BACK SIDE OF O.S.B.
BOT. CHORD OF MANUF.
TRUSS @ EACH SIDE
ATTIC HATCH:(2) 31/2" THICK RIDGED
FOAM BOARDS OVER 5/8" TYPE 'X'
GWB, & ALL LAMINATED TOGETHER
SECTION VIEW
22½" x 32½" R.O.
20" x 30" F.O. MIN.
AT
TI
C
3½" x 22¼" x 32¼"
3½" x 22¼" x 32¼"
30" x 22" F.O.
(FINISHED OPENING)
MANUF. TRUSS BOT. CHORD
2x H
EA
D
ER
2x H
EA
D
ER
PLAN VIEW
MANUF. TRUSS BOT. CHORD
TYP. ATTIC ACCESS DETAIL
N.T.S.12
CAULKING DETAIL
DEPTH OF
CAULKING
ONE HALF
THE WIDTH
OF THE
HEAD JOINT
WIDTH OF
HEAD JOINT
BACKER
ROD
NOTES:
1. MAX. CONTROL JOINT
SPACING = 24'-0"
COORD. W/ OWNER.
2. LEAVE BOND BEAM
CONT. AT TOP OF WALL
AND AT ALL INTERSECTING
FLOORS.
CONTROL
JOINT
3/4"∅x48" SMOOTH DOWEL
GREASE OR SLEEVE
SEE
CAULKING
DETAIL
TYP.
HORIZ.
REINF.
#4 VERT.
REINF.
CAULKING JOINT DETAIL
N.T.S.6
A
A
SE
E
LI
N
TE
L
SC
H
D
ELEVATION
(SEE PLANS)
OPENING
SECTION A-A
24"
MIN8"
LI
N
TE
L
D
EP
TH
(D
12" HI-R-H CMU WALL
TOP REINF.
SEE LINTEL SCH.
BOTTOM REINF.
SEE LINTEL SCH.
STIRRUP, TYP.
SEE LINTEL SCH.
STIRRUP, TYP.
SEE LINTEL
SCH.
(2) #4 BARS
(U.N.O.) @
BOTTOM
4 SPACES
@ 8" O.C.
LINTEL REINFORCING DETAIL
N.T.S.7
(2) #4 BARS
(U.N.O.) @ TOP
TYP. CMU WALL CORNER DETAIL
N.T.S.8
PROVIDE CORNER
& TEE JOINT
REINF. TYPICAL.
VERT. BAR
CENTERED IN
THESE
CELLS
2' -6
2'-6"
2' -6
2'-6"
#5 VERT. BAR @
32" O.C. CENTERED
IN CELL
#5 VERT. BAR
@ 32" O.C.
CENTERED IN
CELL
(2) VERT. BARS
CENTERED IN
THESE CELLS
PROVIDE 180°
HOOKS
@ OPENINGS,
TYPICAL
OPENING
SEE PLN.
CMU WALL OPENING DETAIL
N.T.S.9
REINFORCED CONCRETE
SLAB FLOOR AS PER
PLAN
#4 VERTICAL DOWELS
PROJECTED 24" A.F.F.
CMU WALL REINF'D W/ #5 VERT.
BARS @ 32" O.C. FULL HEIGHT
TIE PARALLEL BARS TOGETHER
W/ (3)
16.5 GAUGE WIRE TIES (TYP.)
CMU BLOCK
AS PER PLAN &
ELEVATION
CMU BOND BEAM
COARSE @ 48" O.C. REINF'D
W/ (2) #4 HORIZ. BARS (TYP.)
REINFORCED CONC.
APRON AS PER
PLAN
CMU WALL REINF. DETAIL
N.T.S.10
16" EAVE
5/8" GYPSUM BD
5/8" DIA. A.B. W/ 7" MIN.
EMBEDMENT @ 24" O.C.
28 GA MTL ROOFING ON
MOISTURE BARRIER ON
7/16" O.S.B. ON MFG TRUSSES
METAL FLASHING
ON 2x6 SUB-FASCIA
VENTED SOFFIT
BOARD & BATT
SIDING (OR A.P.O.)
12"x8"x16"
HI-R-H CMU WALL
SIMPSON H1A
HURRICANE TIE
SIMPSON LU24
HANGER
T.O. CMU WALL
108'-8"
VENTED
SOFFIT
24" EAVE
5/8" GYPSUM BD
12"x8"x16"
HI-R-H CMU WALL
28 GA MTL ROOFING ON
MOISTURE BARRIER ON
7/16" O.S.B. ON MFG TRUSSES
METAL DRIP EDGE ON
2x6 SUB-FASCIA
INSUL.
BAFFLE
SIMPSON H1
HURRICANE TIE
5/8" DIA. A.B. W/ 7" MIN.
EMBEDMENT @ 24" O.C.
H
EE
L
8"
PLAN VIEW
N.T.S
NAILING TO INTERMEDIATE FRAMING
MEMBERS IS ALSO KNOWN AS "FIELD"
NAILING. MAX SPACING IS 12" O.C.
FOR ROOFS AND FLOORS.
MAX NAIL SPACING
AT DIAPHRAGM
BOUNDARY AND
SUPPORTED EDGES
IS 6" O.C.
4'x8' PLY OR
OSB PANEL
DIAPHRAGM
BOUNDARY
PLYWOOD EDGE
NAILING
THIS PANEL JOINT
NOT CONTINUOUS
CONTINUOUS
PANEL JOINT
FLOOR OR ROOF
FRAMING
THIS PANEL EDGE IS
NOT SUPPORTED BY
BLOCKING AND IS
KNOWN AS THE
UNBLOCKED EDGE -
OTHER TYPE OF
EDGE SUPPORT MAY
BE REQUIRED
SHEET NO. ____ OF ______
JOB NO. ________________
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25-016
AS
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DATE SEALED: _____________________04/15/2025
He rm is to n Sc ho ol
D is tr ic t
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/15
/20
4/15/2025 11:01:16 AM
ST
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S5.1
N.T.S.1 CONTROL JOINT DETAILS
1" = 1'-0"2 OVERLAPPING DETAIL@ SHOP
1" = 1'-0"3 FOUNDATION DETAIL 1
1" = 1'-0"5 GABLE EAVE DETAIL
1" = 1'-0"4 TRUSS TO CMU
N.T.S.13 ROOF DIAPHRAGM DETAIL
File details come from the government source that posted it. Updated .