2006, 11-27 Permit App: 06004635 Enclose GarageATrK = 7"o)%4
(,8E�-0037
7j/�11L
23 -9 1/2" -1 {/4
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: Z 4'z 1 -7'(."'
GARAGE OPENING AND HEADER SIZE 2�4 MIN CL� ZXI Z—
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
WIDTH 1 Z
RfD,GE LIKE
PROTECTION AND OPENINGS BETWEEN `� Z X'14
I DWELLING AND PRIVAT GARAGE SHALL HAVE: t A6 0 kJ-4LI
\ I
I
A MATERIALS APPROVED FOR NE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
{
= I
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I
�v&
Z I
Z
J
ITABLE SPACE ABOVE) OR
0 518" TYPE "X' GYP BOARD (H1,8'
I
0 1/2" GYP BOARD (RESIDENCTTIC, FLOOR/CEILING)
`
I
I
I
2) OPENINGS BETWEEN GARAGED RESIDENCE SHALL BE
A
IRC TABLE 404.1.1(1)
I
I
EQUIPPED WITH SOLID WOOD DO, SOLID OR HONEYCOMB CORE ++
LLS - 3000 # PSI
I
(
STEEL DOORS NOT LESS THAN 1 OR 20 MINUTE FIRE RATED i 1
\ I
I
DOORS.
{
= I
I
Z I
Z
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I
CONCRETE TO COMPLY T
IRC TABLE 404.1.1(1)
I
I
FOUNDATION W
LLS - 3000 # PSI
I
(
SLABS, GARAGE
, CARPORTS
I
& PORCHES
j
- 3500 # P'SI
F
I
ALL FOOTINGS MUS
BE CONTINUOIJS
I
IiiV
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starling point for your investigation. For detailed information on a particular project
permit, or code requirement refer directly to applicable file and/or codefregulatory documents or contact the
appropriate division.
M
LANDING required on both sides of exit doors with min. size of
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 3 ft. measured in direction of travel by 3 ft. or width of door if
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 greater, and not lower than 1 'h in. below threshold. Landing
Min. 16, 18 or 20 in. APA Portal Frame Bracing required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 73/. in. below
Engineered Shear Wall Bracing threshold provided the door does not swing over the landing.
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague_ Avenue_ #105, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037
Following is a typical cross-section for a residenEal garage. It may not represent the proposed project If you are using E-iis detail
as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet, along with any ad35onal information needs to be submitted with your apl6cation and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
- 518' TYPE 'X' GYP BOARD (HABITABLE SPACE ABOVE)
112' GYP BOARD (RESIDENCEIATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3B',
OR 20 MINUTE FIRE RATED DOORS.
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Walls within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (5(8' type W gypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property fine.
Parapets may be required.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS PR61
I,l, , }s1,70.° E1 fGINEERED TRUSS OR
400 SQ. FT. TO 3000 SQ. F'I. I' RAFTER SIZE AND SPACING
SECTION A -A
ROOFING MATERIAL
,hc/J lts sd
ROOFING PAPER --,
e••t. w � � 3L
ROOF.
SHEATHING
I SOUD BLOCKING_
BETWEEN.TRUSSES
I I — --- 24" MIN.
(2)W#4 REB AR _� WALL SXATHING
9l�lf.Tt �
J (a-eL1FXSIDING
6" MIN.
.t
24"M W.
'"t�v.1 l�. L �•�c� SCI S'ra� 4-
�aa `rcN G
6- MIN. '
24" MIN. 6' MIN.
e
• 6"x12'
FOOTING
DOUBLE TOP PLATE
WALL HEIGHT �4 /Z �
2X__� 0 I � O.C.
PRESSURE TREATED
SOLE PLATE
3-1/2' CONCRETE SLAB
ANC OR BOLTS
112" ` '1911q.
(7- INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
-
WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED
GA FILE NO. WP 3445 PROPRIETARY t
GYPSUM WALLBOARD, WOOD STUDS,
MINERAL FIBER INSULATION, FIBER -CEMENT BOARD,
CERAMIC TILE
One layer 5/8" proprietary type X gypsum wallboard applied parallel on ONE SIDE of 2 x 4
wood studs 16" o.c. with 17/8" smooth shank nails, 0.093" shank, 0.284" heads, 7" o.c.
31/2" mineral fiber insulation 3.0 pcf, friction fit in stud space.
OPPOSITE SIDE: One layer 7/16' proprietary fiber -cement board applied parallel to studs
with 11/2" galvanized roofing nails 6" o.c. Ceramic tile, 5/16" thick, joints grouted, installed
with latex -modified portland cement mortar.
Rating based on the lesser of loading to 800 lbs per stud or 31% of full design load.
(LIMITED LOAD-BEARING)
PROPRIETARY GYPSUM BOARD
BPB America Inc. - 5/e" ProRocTm Type X Gypsum Panels
1 HOUR
FIRE
Thickness: 5"
Approx. Weight: 10 psf
Fire Test: OPL 11710-92851, 9-9-92
GA FILE NO. WP 3510 GENERIC 1 HOUR 35 to 39 STC
FIRE SOUND
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/8" long, 0.0915"
shank, 1/4" heads, 7" o.c.
Joints staggered 24" on opposite sides. (LOAD-BEARING)
GA FILE NO. WP 3514 I I GENERIC
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of 2 x 4 wood studs 16" o.c. with 11/4" Type W drywall screws 12"
O.C.
Joints staggered 16" on opposite sides. (LOAD-BEARING)
GA FILE NO. WP 3520 I I GENERIC
1 HOURI I 35 to 39 STC
FIRE SOUND
Thickness: 43/4"
Approx. Weight: 7 psf
Fire Test: SWRI 01-4511-619, 8-19-92
Sound Test: See WP 3520
(G&H NG-246FT, 7-2-65)
1 HOUR 35 to 39 STC
FIRE SOUND
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/8" type X plain or predecorated gypsum wallboard applied parallel to each side
of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/e" long, 0.0915" shank, 1/4" heads,
7" o.c. at joints and top and bottom plates and 3/e" beads of adhesive at intermediate
studs.
Joints staggered 24" on opposite sides. (LOAD-BEARING)
Thickness: 47/8"
Approx. Weight: 7 psf
Fire Test: FM WP 90, 8-21-67
Sound Test: G&H NG-246FT, 7-2-65
GA -600-2003 t Contact the manufacturer for more detailed information on proprietary products. 57
Thickness: 47/8"
Approx. Weight: 7 psf
Fire Test: UL R3501-47, -48, 9-17-65,
Design U309; UL R1319-129,
7-22-70,
UL Design U314
Sound Test: NGC 2404,10-14-70
GA FILE NO. WP 3514 I I GENERIC
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of 2 x 4 wood studs 16" o.c. with 11/4" Type W drywall screws 12"
O.C.
Joints staggered 16" on opposite sides. (LOAD-BEARING)
GA FILE NO. WP 3520 I I GENERIC
1 HOURI I 35 to 39 STC
FIRE SOUND
Thickness: 43/4"
Approx. Weight: 7 psf
Fire Test: SWRI 01-4511-619, 8-19-92
Sound Test: See WP 3520
(G&H NG-246FT, 7-2-65)
1 HOUR 35 to 39 STC
FIRE SOUND
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/8" type X plain or predecorated gypsum wallboard applied parallel to each side
of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/e" long, 0.0915" shank, 1/4" heads,
7" o.c. at joints and top and bottom plates and 3/e" beads of adhesive at intermediate
studs.
Joints staggered 24" on opposite sides. (LOAD-BEARING)
Thickness: 47/8"
Approx. Weight: 7 psf
Fire Test: FM WP 90, 8-21-67
Sound Test: G&H NG-246FT, 7-2-65
GA -600-2003 t Contact the manufacturer for more detailed information on proprietary products. 57
r
R314.2.7 Sill plates and headers. Foam plastic shall be
permitted to be spray applied to a sill plate and header with-
out thermal barrier subject to all of the following:
1. The maximum thickness of the foam plastic shall be
31/4 inches (82.6 mm).
2. The density of the foam plastic shall be in the range of
1.5 to 2.0 pcf (24 to 32 kg/m3).
3. The foam plastic shall have a flame spread index of 25
or less and an accompanying smoke developed index
of 450 or less when tested in accordance with ASTM
E84.
R314.3 Specific approval. Plastic foam not meeting the re-
quirements of Sections R314.1 and R314.2 may be specifically
approved on the basis of one of the following approved tests:
ASTM E 84, FM 4880, UL 1040, NFPA 286, ASTM E 152, or
UL 1715, or fire tests related to actual end-use configurations.
The specific approval may be based on the end use, quantity, lo-
cation and similar considerations where such tests would not be
applicable or practical.
R314.4 Interior finish. Foam plastics that are used as interior
finish shall also meet the flame -spread requirements for inte-
rior finish.
R314.5 Termite damage. The use of foam plastics in areas of
"very heavy" termite infestation probability shall be in accor-
dance with Section R320.4.
[B] SECTION R315
FLAME SPREAD AND SMOKE DENSITY
R315.1 Wall and ceiling. Wall and ceiling finishes shall have a
flame -spread classification of not greater than 200.
Exception: Flame -spread requirements for finishes shall
not apply to trim defined as picture molds, chair rails, base-
boards and handrails; to doors and windows or their frames;
or to materials that are less than V, inch (0.907 mm) in
thickness cemented to the surface of walls or ceilings if
these materials have a flame -spread characteristic no greater
than paper of this thickness cemented to a noncombustible
backing.
R315.2 Smoke -developed index. Wall and ceiling finishes
shall have a smoke -developed index of not greater than 450.
R315.3 Testing. Tests shall be made in accordance with ASTM
E 84.
R315.4 Alternate test method. As an alternate to having a
flame -spread classification of not greater than 200 and a smoke
developed index of not greater than 450 when tested in accor-
dance with ASTM E 84, wall and ceiling finishes, other than
textiles, shall be permitted to be tested in accordance with
NFPA 286. Materials tested in accordance with NFPA 286 shall
meet the following criteria:
During the 40 kW exposure, the interior finish shall comply
with Item 1. During the 160 kW exposure, the interior finish
shall comply with Item 2. During the entire test, the interior fin-
ish shall comply with Item 3.
1. During the 40 kW exposure, flames shall not spread to
the ceiling.
2003 INTERNATIONAL RESIDENTIAL CODE®
BUILDING PLANNING
2. During the 160 kW exposure, the interior finish shall
comply with the following:
2.1. Flame shall not spread to the outer extremity of
the sample on any wall or ceiling.
2.2. Flashover, as defined in NFPA 286, shall not oc-
cur.
3. The total smoke released throughout the NFPA 286 test
shall not exceed 1,000 in'.
[B] SECTION R316
INSULATION
8316.1 Insulation. Insulation materials, including facings,
such as vapor retarders or vapor permeable membranes in-
stalled within floor -ceiling assemblies, roof -ceiling assem-
blies, wall assemblies, crawl spaces and attics shall have a
flame -spread index not to exceed 25 with an accompanying
smoke -developed index not to exceed 450 when tested in ac-
cordance with ASTM E 84.
Exceptions:
1. When such materials are installed in concealed
spaces, the flame -spread and smoke -developed limi-
tations do not apply to the facings, provided that the
facing is installed in substantial contact with the unex-
posed surface of the ceiling, floor or wall finish.
2. Cellulose loose -fill insulation, which is not spray ap-
plied, complying with the requirements of Section
R316.3, shall only be required to meet the smoke -de-
veloped index of not more than 450.
R316.2 Loose -fill insulation. Loose -fill insulation materials
that cannot be mounted in the ASTM E 84 apparatus without a
screen or artificial supports shall have a flame -spread rating not
to exceed 25 with an accompanying smoke -developed factor
not to exceed 450 when tested in accordance with CAN/
ULC -S 102.2.
Exception: Cellulose loose -fill insulation shall not be re-
quired to comply with this test method provided that such
insulation complies with the requirements of Section
R316.3.
R316.3 Cellulose loose -fill insulation. Cellulose loose -fill in-
sulation shall comply with CPSC 16 CFR, Parts 1209 and
1404. Each package of such insulating material shall be clearly
labeled in accordance with CPSC 16 CFR, Parts 1209 and
1404.
R316.4 Exposed attic insulation. All exposed insulation ma-
terials installed on attic floors shall have a critical radiant flux
not less than 0.12 watt per square centimeter.
R316.5 Testing. Tests for critical radiant flux shall be made in
accordance with ASTM E 970.
SECTION R317
DWELLING UNIT SEPARATION
R317.1 Two-family dwellings. Dwelling units in two-family
dwellings shall be separated from each other by wall and/or
floor assemblies having not less than 1 -hour fire -resistance rat -
53
BUILDING PLANNING
ing when tested in accordance with ASTM E 119. Fire -
resistance -rated floor -ceiling and wall assemblies shall extend
to and be tight against the exterior wall, and wall assemblies
shall extend to the underside of the roof sheathing.
Exception: A fire resistance rating of 1/2 hour shall be per-
mitted in buildings equipped throughout with an automatic
sprinkler system installed in accordance with NFPA 13.
R317.1.1 Supporting construction. When floor assem-
blies are required to be fire -resistance -rated by Section
R317.1, the supporting construction of such assemblies
shall have an equal'or greater fire -resistive rating.
R317.2 Townhouses. Each townhouse shall be considered a
separate building and shall be separated by fire -
resistance -rated wall assemblies meeting the requirements of
Section R302 for exterior walls.
Exception: A common 2 -hour fire -resistance -rated wall is
permitted for townhouses if such walls do not contain
plumbing or mechanical equipment, ducts or vents in the
cavity of the common wall. Electrical installations shall be
installed in accordance with Chapters 33 through 42. Pene-
trations of electrical outlet boxes shall be in accordance with
Section R317.3.
R317.2.1 Continuity. The common wall for townhouses
shall be continuous from the foundation to the underside of
the roof sheathing, deck or slab and shall extend the full
length of the common wall including walls extending
through and separating attached accessory structures.
R317.2.2 Parapets. Parapets constructed in accordance
with Section R317.2.3 shall be provided for townhouses as
an extension of extVrior walls or common walls in accor-
dance with the following:
1. Where roof surfaces adjacent to the wall or walls are
at the same elevation, the parapet shall extend not less
than 30 inches (762 mm) above the roof surfaces.
2. Where roof surfaces adjacent to the wall or walls are
at different elevations and the higher roof is not more
than 30 inches (762 mm) above the lower roof, the
parapet shall extend not less than 30 inches (762 mm)
above the lower roof surface.
Exception: A parapet is not required in the two cases
above when the roof is covered with a minimum class C
roof covering, and the roof decking or sheathing is of
noncombustible materials or approved fire -
retardant -treated wood for a distance of 4 feet (1219 mm)
on each side of the wall or walls, or one layer of %-inch
(15.9 mm) Type X gypsum board is installed directly be-
neath the roof decking or sheathing for a distance of 4
feet (1219 mm) on each side of the wall or walls.
3. A parapet is not required where roof surfaces adjacent
to the wall or walls are at different elevations and the
higher roof is more than 30 inches (762 mm) above
the lower roof. The common wall construction from
the lower roof to the underside of the higher roof deck
shall not have less than a 1 -hour fire -resistive rating.
The wall shall be rated for exposure from both sides.
R317.2.3 Parapet construction. Parapets shall have the
same fire -resistance rating as that required for the support-
ing wall or walls. On any side adjacent to a roof surface, the
parapet shall have noncombustible faces for the uppermost
18 inches (457 mm), to include counterflashing and coping
materials. Where the roof slopes toward a parapet at slopes
greater than two units vertical in 12 units horizontal
(16.7 -percent slope), the parapet shall extend to the same
height as any portion of the roof within a distance of 3 feet
(914 mm), but in no case shall the height be less than 30
inches (762 mm).
R317.2.4 Structural independence. Each individual
townhouse shall be structurally independent.
Exceptions:
1. Foundations supporting exterior walls or common
walls.
2. Structural roof and wall sheathing from each unit
may fasten to the common wall framing.
3. Nonstructural wall coverings.
4. Flashing at termination of roof covering over com-
mon wall.
5. Townhouses separated by a common 2 -hour
fire -resistance -rated wall as provided in Section
R317.2.
R317.3 Rated penetrations. Penetrations of wall or floor/ceil-
ing assemblies required to be fire -resistance -rated in accor-
dance with Section R317.1 or R317.2 shall be protected in
accordance with this section.
R317.3.1 Through penetrations. Through penetrations of
fire -resistance -rated wall or floor assemblies shall comply
with Section R317.3.1.1 or R317.3.1.2.
Exception: Where the penetrating items are steel, fer-
rous or copper pipes or steel conduits, the annular space
shall be permitted to be protected as follows:
1. In concrete or masonry wall or floor assemblies
where the penetrating item is a maximum 6 inches
(152 mm) nominal diameter and the opening is a
maximum 144 square inches (92 900 mm2), con-
crete, grout or mortar shall be permitted where in-
stalled to the full thickness of the wall or floor
assembly or the thickness required to maintain the
fire -resistance rating.
2. The material used to fill the annular space shall
prevent the passage of flame and hot gases suffi-
cient to ignite cotton waste where subjected to
ASTM E 119 time temperature fire conditions un-
der a minimum positive pressure differential of
0.01 inch of water (3 Pa) at the location of the pene-
tration for the time period equivalent to the fire- re-
sistance rating of the construction penetrated.
R317.3.1.1 Fire -resistance -rated assembly. Penetra-
tions shall be installed as tested in the approved fire -
resistance -rated assembly.
R317.3.1.2 Penetration firestop system. Penetrations
shall be protected by an approved penetration firestop
system installed as tested in accordance with ASTM E
814 or UL 1479, with a minimum positive pressure dif-
ferential of 0.01 inch of water (3 Pa) and shall have an F
54 2003 INTERNATIONAL RESIDENTIAL CODE®
I.
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
2' to 18' (finished width)
Fasten sheathing to header with Top `te
8d common nails in 3" grid continuity is
pattern as shown and 3" o.c. in required per
all framing (studs and sills) typ. R602.3.2
Anchor bolt per R403.1.6 Typ.
Foundation per code
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
1000 lb header-to-'ack-studstrap
on both sides of opening
i is
I
Max.
(Install on backside as shown on
'
height
Side Elevation, Ref. No. LSTA24)
r t
t t
10,
Min. (2) 2x4 typ.
Braced wall
If panel splice is needed it shall segment per
I
11
I I:
occur within 24"of mid -height. R602.10.5
+_
Blocking is not required.
No. of
1a
ra
Min. width based on 6:1 jack studs
height -to -width ratio- For per table
example: 16" min. for 8' height R502.5(1 &2)
j J
I SC
I i
t 1
1 I
I I
1 r
•,°,
i 1;:
Ipi�?
Min. 2" x2" x3/16" plate washer
I I
I I
1 1
I I
Anchor bolt per R403.1.6 Typ.
Foundation per code
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
I
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
SPOKANE REMEWEDVALLEYFOR ov�D DMS ONE
DCFENGINEERS
D'AMATO CONVERSANO INC. memorandum
DATE: December 13, 2006 JOB 9:
TO:
Doug Powell
CC:
Woodard
-Craig
FROM:
Lee French, P.E.
SUBJECT:
Woodard Garage
Doug,
Below is the structural stamp and signature as requested for the shear wall calculations and details for
Craig Woodard's garage(see attached). If you have any questions please feel free to call.
Lee
EXPIRES 2 25/2008
601 WEST RIVERSIDE, SUITE 600 • SPOKANE, WA 99201 • PHONE: (509) 455.4448 • FAX: (509) 455.7492
BELLEVUE SPOKANE EVERETT PORTLAND SAN DIEGO
ON DCI -ENGINEERS
l� D'AMATO CONVERSANO INC.
Project
Subject _
R -A ,J
Project No. I Sheet No.
Cx p 3, S&P
t tSo� =- 5yo A 6
S �5►.�, � � g ,.n � Svs = • 336
U� •��zC66�a�
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,
1�� tJ1
Date
f;
By ,
M'DCI -ENGINEERS Project No. Sheet No.
D'AMATO CONVERSANO INC.
Project t Date ' 1
5 �A-21�C�
Subject J By
4 ---v
1 /,93>>
V- s�o u!�,p w/ a 96'��
Cj :Q 4-2' ti"411-0�) D . it i ",
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So G;
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- Fi7- � ` e
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-r'<c C'�) gL�c ez�
FIGURE 1
CONSTRUCTION DETAILS FOR THE AP .: V ►RRQW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
-.4
1.1.1
Extent of header (Two braata wall segments)
Extent ofiheader (One braced wall seg
nattt
Side Elevation
:hS'rknZ3:S4�.eM.o3
Sheathing filler
if needed
2' to 18' (finished width)
FasteEi heathing to header with —1 p plate
8c1Common nails in 3" grid
pattern as shown and 3" o.c. in nti�luitp r
all framing (studs and sills) typ. .per 2
1.Q00 Ib header -to -jack stud strap -
on both sides of opening 7-1
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
Braced wall
Max.
height
10'
If panel splice is needed it shall
occur within 24" of mid -height.
Blocking is not required.
Min. width based on 6:1
height -to -width ratio: For
xtmple:16" min. for 8' height
n. 2"x2"x3/16" plate washer,
16d sinker
nails in 2 rows
@ 3" o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
In.
ickness wood
structural panel
sheathing
Not to scale
DCI-ENGI.NEERS
D'AMATO CONVERSANO INC. memorandum
DATE:
December 13, 2006 JOB M
TO:
Doug Powell
CC:
Craig Woodard
FROM:
Lee French, P.E.
SUBJECT:
Woodard Garage
Doug,
Below is the structural stamp and signature as requested for the shear wall calculations and details for
Craig Woodard's garage(see attached). If you have any questions please feel free to call.
Lee
EXPIRES 2/25/2008
601 WEST RIVERSIDE, SUITE 600 • SPOKANE, WA 99201 • PHONE: (509) 455.4448 • FAX: (509) 455.7492
BELLEVUE SPOKANE EVERETf PORTLAND SAN DIEGO
DCI•ENGINEERS
D'AMATO CONVERSANO INC.
1 14-cl ) Cx p �� 5,� �. &s7 FIGTMOI>
S�•SM,c, s ID6,
tis (�_ S� /;) (I�1/" = �(S16
Uf ,��zC66�4�
z X18 �
WN DCF, ENGINEERS
MD'AMATO CONVERSANO INC.
Project �
1 5 Of
Subject _
Project No. I Sheet No.
Date
By
V,: Seo = / Qy p�-� /,� u5r� w/ ga 06'lei
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TS
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FIGURE 1
CONSTRUCTION DETAILS FOR THE APA.;.NIRROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
1
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
UJ Side Elevation
Extent of header (Two brad d wall segments)
Extent oftiheader (One braced wall segrraopt
Sheathing Eller
if needed
16d sinker
nails in 2 rows
Q 3" o.c. '
1000 Ib header-
to-jack-stud
eader-
to-jackstud strap
on both sides
of opening (Ref.
No. LSTA24)
%%j
tli-ickness wood
structural panel
sheathing
Not to scale
rage i vi
Tom Melbourn
From: Craig Woodard [cwoodard@wagarch.com]
Sent: Thursday, December 07, 2006 11:03 AM
To: Tom Melbourn
Subject: FW: Garage ftgs.
Tom,
Please review the attached and let me know if you need anything else for us to proceed.
Thank you,
Craig
Cra ig W000ardi Project M anager
cwoodard wtgarc-h-Mm
WAU
1.01.5 N. Catispe9 Shite .B,.
Spoka" WA 94201
P: 509A55.5999
1::5;'59,455.3933
From: Lee French[mailto:LFrench@dci-engineers.com]
Sent: Thursday, December 07, 2006 10:54 AM
To: cwoodard@wagarch.com
Subject: Garage ftgs.
Let me know if this helps. We need to increase the ftg size to 2'-0" wide x 4'-0" long. Not bad at all. Let me know
if you need anything else.
Lee W. French, P.E.
Structural Project Manager
NDCI�LNGINELRS
601 W. Riverside, Suite 600 , Spokane, WA 99201-0622
P: 509.455.4448 • F: 509.455.7492
lfrench@dci-engineers.com • www.dci-engineers.com
Bellevue • Everett • Spokane , Portland I San Diego
Voted "Best Firms to Work For' - 2006 Structural Engineering Magazine
12/11/2006
r
MDCFENGINEERS
'mum D'AMATO CONVERSANO INC.
Project
5 GA,
Subject
Project No. I Sheet No.
Li I I -i �-D
! r8f �2'-if/1 t 1�601
Date
By
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D C I- E N G I N E E R S Project No. Sheet No.
■rte D'AMATO CONVERSANO INC.
Project ` Date
Subject B � � y hl)
pe, a,--�
6x p
i lSe/ — 51D 6 0�,
6'12,
(�L El /�) ( 14 1 /�) --
V . Oi52C 6616
1,y
z X18
r agc. i wx .
Tom Melbourn
From: Craig Woodard [cwoodard@wagarch.com]
Sent: Thursday, December 07, 2006 11:03 AM
To: Tom Melbourn
Subject: FW: Garage figs.
Tom,
Please review the attached and let me know if you need anything else for us to proceed.
Thank you,
Craig
cra ig W000ard. Project Msna r
cw4DdardSwaga,rch.co n
WAU
1015 N. Calispel 5Uile 'B'
Spokane, WA 99201
P: 509A55.6999
F: 509A55,39,33
From: Lee French [mailto:LFrench@dci-engineers.com]
Sent: Thursday, December 07, 2006 10:54 AM
To: cwoodard@wagarch.com
Subject: Garage ftgs.
Let me know if this helps. We need to increase the ftg size to 2'-0" wide x 4'-0" long. Not bad at all. Let me know
if you need anything else.
Lee W. French, P.E.
Structural Project Manager
ED C LL N (I I N 1- L'R' S
0',A44A$0 C0(NV l *:A 'S%U rV1...
601 W. Riverside, Suite 600 • Spokane, WA 99201-0622
P: 509.455.4448 1 F: 509.455.7492
Ifrench@dci-engineers.com I www.dci-engineers.com
Bellevue � Everett • Spokane � Portland , San Diego
Voted "Best Firms to Work For" - 2006 Structural Engineering Magazine
12/11/2006
DCI -ENGINEERS Project No. Sheet No.
•r
MD'AMATO CONVERSANO INC.
Project , `5 Gp� Date ' 2�q
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FIGURE 1
CONSTRUCTION DETAILS FOR THE Ap, NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION ""
Outside Elevation
-4
_fJ
i
Extent of header (Two breeze wall 'segments)
t'YfAnf nni:n. I(1.... 1-..---d ----ii -- ..'Li .I .I
b
Side Elevation
2' to 18' (finished width)
Fastesheathing to header with "3 -'
pjaplate
gt) corTimon nails in $° grid gnii �
pattern as shown and 3" o.c. in et d pesr
all framing (studs and sills) iyp. 82.3.2
1,000 lb header -to -jack -stud strap
on' both sides of opening —1
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 iyp.
If panel splice is needed it shall
occur within 24" of mid -height.
Blocking is not required.
Min. width based on 6:1
height -to -width ratio: For
A.expmple:16" min. for 8' height
ri
;n. 275x2"x3/16" plate washer,
Max.
height
10'
Sheathing filler
if needed
1 bd sinker
nails in 2 rows
@ 3" o.c.
1000 lb header-,
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
%S/3Z
8"
Ickness wood
structural panel
sheathing
Not to scale