enlarge (3) garage doors

PHILOMATH, OR 97370

ENLARGE (3) GARAGE DOORS

INDEX TO DRAWINGS

541.609.8777

NA

PROJECT DESIGN

PROJECT DESIGN & DRAFTING:

PROJECT MANAGER:

WILLIAM E. BARLOW, P.E.

VICINITY PLAN

SCALE: NTS

N

38101 HWY 223

SQUARE FOOTAGE

DESIGN INFORMATION

SITE LOCATION

P.O. BOX 43

PHILOMATH, OR 97370

1. ALL WORK IS TO COMPLY WITH THE STATE OF OREGON

2. FLOOR LIVE LOAD:

3. ROOF LIVE LOAD:

40 P.S.F.

25 P.S.F.

4. SNOW LOAD:

FLAT-ROOF SNOW LOAD, Pf:

SNOW EXPOSURE FACTOR, Ce:

SNOW LOAD IMPORTANCE FACTOR, I:

THERMAL FACTOR, Ct:

23 P.S.F.

SNOW EXPOSURE FACTOR, Ce:

1.0

1.0

TERRAIN CATEGORY:

C

EXPOSURE:

FULLY

5.

WIND DESIGN DATA:

BASIC WIND SPEED:130 M.P.H.

6.

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR, I:

1.50

MAPPED SPECTRAL RESPONSE

ACCELERATIONS:

Ss:

S1:

1.067

0.522

SITE CLASS:D

DESIGN SPECTRAL RESPONSE

COEFFICIENTS:

SDS:

SD1:

0.763

0.522

SEISMIC DESIGN CATEGORY SD1:D

SEISMIC FORCE RESISTING SYSTEM:STEEL SPECIAL MOMENT

FRAMES (ASCE 7, p.61)

RESPONSE MODIFICATION FACTOR, R:8

SEISMIC RESPONSE COEFF., Cs: 0.1174

GEOTECHNICAL INFORMATION:

7.

DESIGN LOAD BEARING VALUE:1500 P.S.F. (ASSUMED)

8.

FLOOD DESIGN DATA:

FIRM MAP NUMBER:

41003C0050F

ZONE:

ZONE X. AREA DETERMINED

TO BE OUTSIDE THE 100- AND

500-YEAR FLOODPLAINS.

9.

SPECIAL LOADS:

NONE.

10.

SYSTEMS & COMPONENTS REQUIRING

SPECIAL INSPECTIONS (SEISMIC):

STEEL SPECIAL MOMENT FRAME

NOTE

1.

THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION MEANS AND

METHODS, INCLUDING LOADING AND BRACING, SHALL NOT EXCEED

THE CAPACITY OF STRUCTURAL MEMBERS.

(38101 HWY 223)

38101 KINGS VALLEY HWY

MAP/TAX LOT:

PHILOMATH, OR 97370

TO BE DETERMINED

NA

NA

LATITUDE:

LONGITUDE:

11. ZONING: EXCLUSIVE FARM USE (EFU)

SEISMIC RISK CATEGORY:

IV

g

g

g

g

EFFECTIVE DATE: 6/2/2011

TITLE SHEET

SITE PLAN

STRUCTURAL NOTES

EXISTING FLOOR PLAN

EXISTING ROOF PLAN

ELEVATIONS

FOUNDATION PLAN

STEEL FRAME ELEVATION

STEEL FRAME

T0.0

C1.0

N1.0

A1.0

A2.0

A3.0

S1.0

S2.0

S3.0

GARAGE DOOR

38

PHILOMATH, OR 97370

38101 HWY 223

PROJECT LOCATION

ULTIMATE

2. MECHANICAL (HVAC), ELECTRICAL, PLUMBING DESIGN BY OTHERS.

SQ. FT.

2014 EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE

2010 ASCE 7-10 ( Third Printing)

HOSKINS KINGS VALLEY

RURAL FIRE PROTECTION DISTRICT

FOR

CIVIL ENGINEERING DESIGN

WORK AREA

BUILDING AREA 3464 SQ. FT.

DEMOLITION PLAND1.0

10628001300

44.673873

-123.434081

SEISMIC DESIGN CATEGORY SDS:D

STRUCTURAL ENGINEERS

ASSOSCIATION OF OREGON

2014 OSSC, TABLE 1604.5, p. 350

RISK CATEGORY:IV

WIND EXPOSURE:C

INTERNAL PRESSURE COEFFICIENT:NA

DESIGN BASE SHEAR:2041 LBS

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

T0.0

digitally signed

A

N

SITE PLAN

SCALE: 1" = 20'

CURVE TABLE

CHORDDELTA

1°11'38"

CURVE RADIUS LENGTH

A 1879.86' 39.17'

CH. BEARING

39.17' N10°45'11"W

1°32'38"B 1879.86' 50.65' 50.65' N09°23'03"W

0°55'24"C 1879.86' 30.29' 30.29' N08°09'02"W

0°46'09"D 1879.86' 25.24' 25.24'

N08°04'25"W

EASEMENT

C

D

B

A

N 89°49'0" E

41.90'

N 0°8'39" W

50

.0

0'

S 89°49'0" W

50.00'

N 89°49'0" E

247.24'

25' ACCESS EASEMENT FOR PARCEL 1

N

1

1

°2

1

'0

" W

1

0

1

.9

9

'

S 89°49'0" W

208.00'

S 0°11'0" E

21

8.5

7'

25.0

0

5

0

'

5

0

'

E

D

G

E

O

F

A

/C

E

D

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A

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PP

PP

(E) PROPANE

TANKS

(E) SHED

(E

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H

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IN

-L

IN

K

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(E

) 2

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AREA OF

WORK

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NOTE

THIS IS NOT A BOUNDRY SURVEY. PROPERTY

LINES SHOWN ARE BASED ON BENTON COUNTY

C.S. FILE NO.: 97-44. PROPERTY LINES ARE A

GRAPHIC REPRESENTATION TO SHOW

RELATIONSHIP OF PROPERTY LINES TO SITE

PHYSICAL INFORMATION.

T

O

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IN

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H

W

Y

2

2

3

D

IT

C

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C1.0

digitally signed

1.

ELECTRICAL

ELECTRICAL BY OTHERS.

7.

OF BASE PLATES WILL NO BE PERMITTED.

HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 psi. PREGROUTING

GROUT SHALL BE NON-SHINKABLE GROUT CONFORMING TO ASTM C827 AND SHALL

12.

DETAILING MANUAL, ACI COMMITTEE 315.

CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI)

DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL

11.

REINFORCING STEEL (REBAR) FOR CONCRETE SHALL BE DEFORMED, GRADE 60

9.

CONCRETE EXPOSED TO EARTH OR WEATHER8.2

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH8.1

(SEE ACI 318-02 FOR CONDITIONS NOT NOTED.)

CONCRETE COVER PROTECTION FOR REINFORCEMENT BAR SHALL BE AS FOLLOWS:

8.

CONCRETE PROTECTION AS REQUIRED AND NECESSARY.

SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE

ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE CONNCECTORS6.

REMOVED.

SHALL BE THOROUGHLY CLEANED. LAITANCE AND STANDING WATER SHALL BE

304R. ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI5.

3000 psiFOOTINGS4.1

COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS:4.

CALCIUM CHLORIDE SHALL NOT BE USED.

SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT.

ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE

ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE PROJECT3.

ASTM C150.

PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND SHALL CONFORM TO

AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33.2.

LICENSED IN THE STATE OF THE OREGON.

MAX. AGGREGATE SIZE IS 3/4 INCH. MIX DESIGNS SHALL BE SIGNED BY AN ENGINEER

SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS.

THE CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,4.

CONSTRUCTION SHALL BE REMOVED.

ANY ABANDONED MATERIALS, FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW3.

SURFACE, GROUND, OR SEEPAGE WATER.

THE CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FOR EITHER2.

1. FOUNDATION SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSI.

FOUNDATION

1.

CONCRETE AND REINFORCEMENT

4.2 SLABS3000 psi

(fy=60000 PSI YEILD STRENGTH). A615

STEEL WELDED WIRE REINFORCEMENT (WWR)

11.1 ASTM A185, PLAIN TYPE IN ROLLS, PLAIN FINISH. PROVIDE 6"x6"-W1.4xW1.4 WWF,

GRADE 65 MIN. (65000 PSI YIELD)

BAR AND WELDED WIRE REINFORCEMENT SUPPORTS

12.1PROVIDE ALL SPACERS, CHAIRS (HCM), TIES AND OTHER DEVICES NECESSARY

12.2CONFORM TO "BAR SUPPORT SPECIFICATION," CRSI MANUAL OF STANDARD PRACTICE,

CHAPTER 3, LATEST EDITION, AND BE OF THE FOLLOWING TYPES:

12.2.1 SUPPORT REINFORCING IN FOOTINGS WITH PRECAST CONCRETE BLOCKS.

12.2.2 SUPPORT FOR WWR IN SLABS WITH PRECAST CONCRETE BLOCKS OR METAL

CHAIRS OF ACI TYPE HCM, CLASS 3.

TO PLACE, SPACE, SUPPORT AND MAINTAIN REBAR AND/OR WWR IN LOCATIONS IN

ACCORDANCE WITH ACI 315.

3"

1 1/2"

10.

1. GLUE LAMINATED (GLU-LAM) MEMBERS SHALL BE A COMBINATION GRADE

GLUE LAMINATED (GLU-LAM) BEAMS

OF 24F-V4 (DOUGLAS FIR - LARCH, DF-L) WITH EXTERIOR GLUE.

1. DIMENSIONAL LUMBER FOR FRAMING SHALL BE DOUGLAS FIR - LARCH (DF-L)

DIMENSIONAL LUMBER

No. 2 OR BETTER.

2.GLUE LAMINATED MEMBERS SHALL BE MANUFACTURED AND INDENTIFIED AS REQUIRED

IN AITC A190.1 AND ASTM D3737.

STRUCTURAL NOTES

OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE.

DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER

WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR SHALL APPLY THIS8,

WHERE THE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING

CONSTRUCTION LOADS (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN7.

WHOSE NAME AND SEAL (STAMP) APPEAR ON THESE STRUCTURAL DRAWINGS.

SPECIFICALLY DETAILED OR APPROVED BY THE PROJECT ENGINEER

OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS

REVIEW OF THE ABOVE ITEMS.

6.

PROJECT ENGINEER OR HIS AGENT OR REPRESENTATIVE, SHALL NOT INCLUDE

BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE BY THE

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO

MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS

INDICATE THE METHOD OF CONSTRUCITON. THE CONTRACTOR SHALL PROVIDE ALL

THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT5.

CONSTRUCTION.

TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF

OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS

METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY4.

RESIDENTIAL SPECIALTY CODE ADOPTED BY THE STATE OF OREGON.

3. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF 2005 OREGON

DRAWINGS. COORDINATE CONSTRUCTION WITH ALL TRADES.

2. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH "A" DESIGN

THE ENGINEERS SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

GENERAL

3. ALL SHOP WELDED STEEL AND STEEL NOT IN DIRECT CONTACT WITH CONCRETE

STRUCTURAL STEEL

1. STEEL SHAPES SHALL BE ASTM A992-50, Fy=36ksi. EXCEPT FOR HOLLOW

4.ALL SHOP WELDS SHALL BE PERFORMED BY AN AMERICAN

WELDING SOCIETY (AWS) CERTIFIED WELDER(S). COPIES OF AWS WELDER

CERTIFICATION SHALL BE SUBMITTED TO THE PROJECT ENGINEER PRIOR TO WORK.

STRUCTURAL SHAPES (HSS) SHALL BE ASTM A500, GRADE B, Fy=46ksi.

USE LOW HYDROGEN E70XX ELECTRODES

WELDING MATERIALS: ANSI/AWS D1 - STRUCTURAL WELDING CODE.1.

2. DO NOT PRIME SURFACES IN DIRECT CONTACT WITH CONCRETE.

WELDING

2. DO NOT PRIME SURFACES TO BE FIELD WELDED OR IN CONTACT WITH

CONCRETE.

SHALL HAVE ONE COAT OF GRAY FORREST PAINT 16P900 PRIMER APPLIED.

(FORREST PAINT, EUGENE, OR. SEE "16P PRIMERS, PRODUCT DATA SHEET")

1.

GROUT

GROUT SHALL BE NON-SHRINK TYPE, PRE-MIXED COMPOUND CONSISTING

OF NON-METALLIC AGGREGATE, CEMEMT, WATER REDUCING AND PLASTICIZING

ADDITIVES, CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH

OF 5000 PSI AT 28 DAYS. (SEE THE SECTION ON CONCRETE AND

OR PROJECT ENGINEER APPROVED EQUAL.

3. ALL WELDING SHALL BE PERFORMED BY AN AWS CERTIFED WELDER.

SIMPSON STRONG-TIE

INSTALL SIMPSON PRODUCTS PER MANUFACTURERS INSTRUCTIONS. (CATALOG C-C-2019)1.

SPECIAL INSPECTION

PREQUALIFIED MOMENT FRAME1.

N1.0

digitally signed

A

EAST WALL DEMOLITION PLAN

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

N

(E) OFFICE

3/0

x6

/8

TO REMAIN

REMOVE EXISTING REMOVE EXISTING REMOVE EXISTING TO REMAIN

4/0x4/0

4/0

x4

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Rural Fire Protection District

EXISTING DOOR

EXISTING DOOR

TO REMAIN

TO REMAIN



38101

(E

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B

AY

B

DEMOLITION ELEVATION

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

10/4x11/0

10/0x12/0 10/0x12/0 10/0x12/0 10/0x9/0

LEGEND

REMOVE EXISTING WALL

EXISTING WALL TO REMAIN

REMOVE EXISTING DOORS & WALL

16

'-6

3 4

"±

RE

MO

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E

XIS

TIN

G D

OO

RS

&

W

AL

L

REMOVE EXISTING DOORS & PARTIAL WALLS

REMOVE EXISTING SIGN AND REPLACE

REMOVE NUMBER AND REPLACE

NOTIFY ENGINEER PRIOR TO REMOVING SIDING, BEAMS, FRAMING & DOORS

(E) ANTENNA

TO REMAIN

EXISTING GABLE END TRUSS TO REMAIN

W

O

R

K

A

R

E

A

TO REMAIN

REMOVE TO REMAINREMOVE

SEE B/D1.0 FOR VERTICAL EXTENT OF WORK

W

O

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K

A

R

E

A

(N) DOOR

(E) DOOR

(N) DOOR

(E) DOOR

(N) DOOR

(E) DOOR

1'-6

1

2

"

Z-METAL FLASHING SIDING JOINT

NO

PARKING

AT ANY

TIME

NO

PARKING

AT ANY

TIME

NO

PARKING

AT ANY

TIME

REMOVE AND REPLACE

SIGNS. SEE A/S3.0 FOR

NEW LOCATION TYPICAL

1'-4

"

RE

MO

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TO

R

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TO

R

EM

AIN

1'-4

"

RELOCATE

ELECTRICAL

AS NEEDED

SHORE ROOF SHORE ROOF

1

D1.0

TO ALLOW PROJECT ENGINEER OBSERVATION

TYPICAL

1

DEMOLITION DETAIL

SCALE: 1"=1'-0"

GABLE TRUSS TO REMAIN

REMOVE (2) 2x6

REMOVE 2x6 STUDS

REMOVE 6x10 BEAM

REMOVE OVERHEAD

DOOR ASSEMBLY

REMOVE

2x4 STUDS

REMOVE

2x PLATES

REMOVE

SIDING

AND SIGN

SEE B/D1.0

TO

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T0.0

digitally signed

A

EXISTING FLOOR PLAN

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

N

90'-4"

90'-4"

69'-9"20'-7"

2'-5" 10'-0" 2'-5" 10'-0" 2'-4" 10'-0" 5'-3" 10'-0" 7'-10" 4'-0" 5'-6"

OFFICE

WEBTING

ROOM

RESTROOM

RESTROOM

LAUNDRY AND

REF FILE

SINK

3/0x6/8

3/0

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1

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1

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5'-9"

14'-11

1

2

"

30

'-4

"

2'-1

"3

'-0

"2

5'-3

"

7'-11" 10'-4" 2'-4"

UP

STORAGE PLATFORM ABOVE

WORKROOM

10/4x11/0

10/0x12/0 10/0x12/0 10/0x12/0 10/0x9/0

4/0x4/0

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40

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2'-8

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3'-0

"2

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"4

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"

NOTES

THIS SHEET IS INFORMATIONAL ONLY

NO CONSTRUCTION INFORMATION

SHOWN ON THIS SHEET

2.

1.

B

A2.0

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A3.0

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EXISTING ROOF PLAN

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

N

SLOPE

RID

GE

SLOPE

SLOPE

LOW ROOF

SLOPE

LOW ROOF

WATER

HEATER

VENT

ATTIC

ACCESS

ATTIC

ACCESS

WASTE

VENT

(E) ANTENNA

(E) ANTENNA

(E) ANTENNA

(E) ANTENNA

NOTES



SHOWN ON THIS SHEET

2.

1.

B

A2.0

A

A3.0

B

A3.0

A

A2.0

A2.0

digitally signed

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

B

EXISTING WEST ELEVATION

EXISTING DOOR

EXISTING DOOR

TO REMAIN

TO REMAIN

TO REMAIN

TO REMAIN

W

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R

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TO REMAIN

W

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10' WIDE

BY

12' HIGH

10' WIDE

BY

12' HIGH

10' WIDE

BY

12' HIGH

EXISTINGEXISTING EXISTING





38101

NOTES



SHOWN ON THIS SHEET

2.

1.

B

EXISTING SOUTH ELEVATION

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

20

'-8

5 8

"

STANDBY

GENERATOR

NOT SHOWN

A3.0

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NEW FLOOR PLAN

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

N

90'-4"

90'-4"

69'-3

1

2

"21'-0

1

2

"

1'-5

1

2

"

VERIFY

11'-4" 1'-0" 11'-4" 1'-0" 11'-4"

1'-6

1

2

"

VERIFY

OFFICE

WEBTING

ROOM

RESTROOM

RESTROOM

LAUNDRY AND

REF FILE

SINK

3/0x6/8

3/0

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3/0x6/8

21'-0

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1

2

" 9'-1

1

2

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5'-9"

14'-11

1

2

"

30

'-4

"

2'-1

"3

'-0

"2

5'-3

"

7'-11" 10'-4"

2'-9

1

2

"

UP

STORAGE PLATFORM ABOVE

WORKROOM

10/4x11/0

11/4x12/0 11/4x13/0 11/4x12/0 11/4x12/0

4/0x4/0

4/0

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4/0

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1

2

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6'-6"4'-4"11'-0"

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2'-7

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4x4

POST

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BENCH AND SHELF

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2'-8

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16

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3'-0

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REFELCTED CEILING PLAN

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

N

WATER

HEATER

VENT

ATTIC

ACCESS

ATTIC

ACCESS

WASTE

VENT

(E) ANTENNA

11/4x12/0 11/4x13/0 11/4x12/0

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(E) APPARATUS BAY ONLY

LEGEND

EXISTING (2) TUBE HANGING CEILING LIGHTS

EXISTING ROUND SURFACE CEILING LIGHT

NEW OUTLET FOR OVERHEAD DOOR OPENER

VERIFY LOCATION

S2.0

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B

(DOORS NOT SHOWN)

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

A

NEW DOORS EAST ELEVATION

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

EXISTING DOOR

EXISTING DOOR

TO REMAIN

TO REMAIN

(E) ANTENNA

TO REMAIN

TO REMAIN

W

O

R

K

A

R

E

A

TO REMAIN

W

O

R

K

A

R

E

A

(E) ANTENNA

EXISTING DOOR

EXISTING DOOR

TO REMAIN

TO REMAIN

(E) ANTENNA

TO REMAIN

TO REMAIN

W

O

R

K

A

R

E

A

TO REMAIN

W

O

R

K

A

R

E

A

11'-4" WIDE

BY

13' HIGH

11'-4" WIDE

BY

12' HIGH

11'-4" WIDE

BY

12' HIGH

NEWNEW NEW

38101

A

S3.0

STEEL FRAME





NOTE: ELECTRICAL WIRING EXPOSED.

INSTALL WIRE IN CONDUIT PER CODE.

NO

PARKING

AT ANY

TIME

NO

PARKING

AT ANY

TIME

NO

PARKING

AT ANY

TIME

REPLACE SIGNS

ON DOORS TYPICAL

NEW STEEL FRAME ELEVATION

5/4" x 3 1/2" PRE-PRIMED

CORNER BOARDS

T1-11 SIDING (APA 303) MATCH EXISTING SIDING

THICKNESS; SHIPLAPPED EDGES AND PARALLEL

GROOVES 1/4" DEEP AT 8" OC AND 3/8" WIDE. APPLY

15# FELT HORIZONTALLY, WITH UPPER LAYER

LAPPED OVER LOWER LAYER NOT LESS THAN 2".

WHERE JOINS OCCUR, FELT SHALL BE LAPPED NOT

LESS THAN 6". CAULK ENDS, COVERED WITH A

BATTEN OR SEALED AND INSTALLED OVER A STRIP

OF FLASHING. ALTERNATE: MOISTURE BARRIER;

INSTALL PER MANUFACTURER'S INSTRUCTIONS.

FASTEN w/8d COMMON NAILS (2.5"x0.131") @ 6" OC @

EDGES AND 12"OC FIELD.

S3.0

digitally signed

A

ELEVATION (INSIDE VIEW)

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

A

S5.0

A

S5.0

STEEL FRAME

W1

0x4

9

W16x67

W1

0x4

9

(3) APPARATUS BAYS

EMT VEHICLE BAY

S4.0

digitally signed

6"

2

1

8

"

1" A36 PLATE

(8) 7/8"Ø A325 BOLTS

SIDE ELEVATION

DIMENSIONSWELDS

3/8

BASE PLATE

2"

2"

2"

2

1

8

"

2"

2"

2"

6"

2

1

8

"

2"

2"

2"

2

1

8

"

2"

2"

2"

11"

A

DETAIL

SCALE: 1"=1'-0"

1

DETAIL

SCALE: 1"=1'-0"

2

DETAIL

SCALE: 1"=1'-0"

W1

0x4

9

W16x67

1

2

"

1

2

"

5" 5"

11

1 4

"

1

2

"

10

1 4

"

1

2

"

2

7 8

"2

7 8

"

5/16

10

1

4

"

2'-0

3 8

"

#4x12" @ 8" OC, (2) MIN. ASTM A 615

GR. 60 REBAR DOWELS INSTALLED

WITH SIMPSON STRONG-TIE

SET-XP™ EPOXY-TIE ADHESIVE AT

AN EMBEDMENT DEPTH OF 4 " INTO

EXITING CONCRETE. INSTALL IN

ACCORDANCE WITH

MANUFACTURER'S LITERATURE AND

ICC-ES ESR-2508. (2) SIDES

CENTER IN (E)

CONCRETE

SLAB

3"

CL

R.

(3) #4 REBAR EACH WAY

TOP AND BOTTOM

(E) FOOTING

VERIFY SIZE

PROJECT

ENGINEER

SAW CUT (E) SLAB

FOR (N) FOOTING

1

S5.0

2

S5.0

FOR FRAMING

NOT SHOWN

SEE A/S7.0 & B/S7.0

CONTACT

1" MIN. 5000 PSI

NON-SHRINK GROUT

WHEN EXPOSED

APPARATUS BAY

EMT VEHICLE BAY

FOR BEAM TO

COLLUMN CONNECTION

(E) WALL

7/8" A36 PLATE WITH (2) 7/8" ∅ THREADED ROD

ANCHORS* INSTALLED W/ SIMPSON

STRONG-TIE SET-XP EPOXY-TIE ADHESIVE TO

AN EMBEDMENT DEPTH OF 9" IN CONCRETE.

INSTALL IN ACCORDANCE WITH

MANUFACTURER'S LITERATURE AND ICC-ES

ESR-2508.

*APPLICABLE STEEL TYPES INCLUDE: ASTM

A307, GRADE C; ASTM A193, GRADE B7;

ASTM A193, GRADE B6 (TYPE 410 SS); & ASTM

A193, GRADE B8 (TYPE 304 SS)

S5.0

digitally signed

3

DETAIL

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

7

1 4

"

FACE OF STUD

CENTER LINE OF COLUMN

1'-8

"

SA

W C

UT

A

ND

R

EM

OV

E C

UR

B

1'-10"

SAW CUT AND REMOVE CURB

2

DETAIL

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

1

DETAIL

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

7

1 4

"

FACE OF STUD

CENTER LINE OF COLUMN

1'-4

"

SA

W C

UT

A

ND

R

EM

OV

E C

UR

B

INSTALL (N) 2x6

CORNER FRAMING

LINE OF

EXISTING

FOOTING

LINE OF

EXISTING

FOOTING

1'-4"

SAW CUT EXISTING TO

EXPOSE FOOTING

FOR REBAR

SEE A/S5.0

INSTALL NEW

SIDING SEE

A/S3.0

INSTALL NEW

SIDING SEE

A/S3.0

INSTALL

FRAMING FOR

OVERHEAD DOOR

ATTACHMENT

PER MFG.

INSTRUCTIONS

INSTALL

FRAMING FOR

OVERHEAD DOOR

ATTACHMENT

PER MFG.

INSTRUCTIONS

INSTALL

FRAMING FOR

OVERHEAD DOOR

ATTACHMENT

PER MFG.

INSTRUCTIONS

1'-4"

SAW CUT EXISTING TO

EXPOSE FOOTING

FOR REBAR

SEE A/S5.0

1

1

KEY NOTES

INSTALL (N) SHEATHING AT INTERIOR WALL TO

MATCH EXISTING. FASTEN w/8d COMMON NAILS

(2.5"x0.131") @ 6" OC @ EDGES AND 12"OC FIELD.

(E) WALL

INSTALL NEW

SIDING SEE

A/S3.0

INSTALL NEW

SIDING SEE

A/S3.0

2 NAIL-LAM w/(2) ROWS 8d COMMON NAILS

2

2

2

2

S6.0

digitally signed

(E) TRUSSES

A

SECTION

SCALE: 1"=1'-0"

B

SECTION

SCALE: 1"=1'-0"

HORIZONTAL ANGLE

4

5

°

FOR HEADROOM REQUIREMENTS AND

FLOOR TO SHAFT CENTER DISTANCE

SEE MANUFACTURER INSTRUCTION

(E) CONCRETE SLAB

(E) INSULATION NOT SHOWN

REPLACE REMOVED INSULATION

w/R-49 BATTS AT CEILING

R-21 INSULATION

NOT SHOWN

INSTALL

FOR OVERHEAD DOOR

INFORMATION NOT SHOWN

SEE A/S7.0

(E) CONCRETE SLAB

FOR HEADROOM REQUIREMENTS AND

FLOOR TO SHAFT CENTER DISTANCE

SEE MANUFACTURER INSTRUCTION

(E) TRUSSES

(E) INSULATION NOT SHOWN

REPLACE REMOVED INSULATION

w/R-49 BATTS AT CEILING

(E) METAL ROOFING

INSTALL (1) #12x3" TEKS SCREW

AT EACH 2x4 NAILER. TYPICAL

(E) 2x4 NAILER

AT 24" OC

(E) METAL ROOFING

INSTALL (1) #12x3" TEKS SCREW

AT EACH 2x4 NAILER. TYPICAL

(E) 2x4 NAILER

AT 24" OC

GABLE TRUSS

WF BEAM

(E) BOTTOM

CHORD OF

3"

2

1

2

"

3"

INSTALL LAG

AT CENTER OF

BOTTOM

CHORD

1/2"Øx2" LAG SCREW

@ 48" OC. PILOT BORE

HOLE & LUBRICATE HOLE

WITH LIQUID SOAP

1/2"Ø MACHINE

BOLTS @ 48" OC

w/(1) BOLT 6" FROM

EACH END

A

S7.0

FOR INFORMATION

NOT SHOWN

3"

2x6 w/1/2"Ø MACHINE

BOLT @ 48" OC. COUNTER

SINK

2x6

2x6 @ 24" OC

w/R-21 INSULATION

R-21 INSULATION

NOT SHOWN

INSTALL

6x10 BEAM

2x6

13'-0" DOOR 12'-0" DOOR

FRAMING AT END OF OPENING

BEYOND NOT SHOWN. OVERHEAD

DOOR SHOWN FOR ILLUSTRATION

ONLY. SEE OVERHEAD DOOR

MANUFACTURER FOR INSTALLATION

INSTRUCTIONS

FRAMING AT END OF OPENING

BEYOND NOT SHOWN. OVERHEAD

DOOR SHOWN FOR ILLUSTRATION

ONLY. SEE OVERHEAD DOOR

MANUFACTURER FOR INSTALLATION

INSTRUCTIONS

L 5x4x1/2xLENGTH OF BEAM MINUS 4"

SLOT 5" VERTICAL LEG HOLE 9/16"x11/16"

FOR LAG SCREW. LAG SCREW TIGHTEN

SNUG TIGHT

S7.0

digitally signed

enlarge (3) garage doors

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