2005, 11-30 Permit App: 05004532 Duplex o
Project Number: 05004532 Inv: 1 Application , Date: 11/30/2005 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: DUPLEX W/ATTACHED GARAGE-GAS Contact: BLEW'S CONSTRUCTION,INC
Address: 4810 S MORROW PARK RD
C-S-Z: SPOKANE WA 99206
Setbacks:Front Left: Right: Rear: Phone: (509)928-6227
Group Name:
Site Information: Project Name:
Plat Key: Name: RANGEDistrict: West
-‘24-:\
'ot
Parcel Number: 45221.9030 Block: 1 : 4
SiteAddress: 13109 E 3RD AVE Own • ame: BLEW'S CONSTRUCTION
Address: 4810 S MORROW PARK
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: ri -M: X ., ;u ;
Review
Site Plan Review Released By 31,,('
TO KAREN 11/30
Plan -4960,11.
Rev'ew • Rele d B y 44,.' ,,,,„-,„14.„,' 1.r, % " r 0.
\ kajc'
‘-'1' Ire LOrclt . 11--2-
Approach/Drainage Released By:
Sewer Review G Released By: a
Permits: ,xu, Y W -.E : re,,s,,, — ,,,,'-- VM0,1MM=RaVet--.41SONP,m. e
ttalemosn
Operator: CJJ Printed By: CJJ Print Date: 11/30/2005
Project Number: 05004532 Inv: 1 Application Date: 11/30/2005 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Approach
Contractor: BLEW'S CONSTRUCTION INC Firm: BLEWS CONSTRUCTION INC
Address: 4810 S MORROW PARK Phone: (509)928-6227
SPOKANE WA 99206
Building Permit
Contractor: BLEW'S CONSTRUCTION INC Firm: BLEWS CONSTRUCTION INC
Address: 4810 S MORROW PARK Phone: (509)928-6227
SPOKANE WA 99206
Mechanical Permit
Contractor: KELLER HEATING Firm: KELLER HEATING
Address: 7402 E 8TH AVE Phone: (509)926-3551
SPOKANE,WA 99212
Plumbing Permit
Contractor: WEST ONE PLUMBING Firm: WEST ONE PLUMBING
Address: 3152 MOUNTAIN VIEW RD Phone: (509)935-0393
CHEWELAH,WA 99109
Payment Summary: �.. � <� ,
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: CJJ Printed By: CJJ Print Date: 11/30/2005
Project Number: 05004532 Inv: 1 Application Date: 12/23/2005 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
Permit Use: DUPLEX W/ATTACHED GARAGE-GAS Contact: BLEW'S CONSTRUCTION,INC
Address: 4810 S MORROW PARK RD
C-S-Z: SPOKANE WA 99206
Setbacks:Front 23 Left: 8 Right: 33 Rear: Phone: (509)928-6227
Group Name:
Site Information: Project Name:
Plat Key: Name: Range District: West
Parcel Number: 45221.9030 Block: 1 Lot: 4
SiteAddress: 13109 E 3RD AVE Owner:Name: BLEW'S CONSTRUCTION
Address: 4810 S MORROW PARK
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: UR-12 Urban Residential-12
Water District: Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review In formation: - :,,, n
Review
Site Plan Review Released By-
Originally
y Originally Released: 12/23/2005 By: KKENDAL
Plan ReviewRele d By
a
Originally Released: 12/05/2005 By: TMELBOU
Approach/Drainage Released By..
Originally Released: 12/23/2005 By: cjjanssen
Sewer Review Released By:
Permits: a wn = _.
Operator: CJJ Printed By: CJJ Print Date: 12/23/2005
Project Number: 05004532 Inv: 1 Application Date: 12/23/2005 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Approach
Contractor: BLEW'S CONSTRUCTION INC Firm: BLEWS CONSTRUCTION INC
Address: 4810 S MORROW PARK Phone: (509)928-6227
SPOKANE WA 99206
Item Description Units Unit Desc Fee Amount
APPROACH INSPECTION 1 NUMBER OF $25.00
CONST IN ROW-APPROACH 1 NUMBER OF $25.00
Permit Total Fees: $50.00
Building Permit
Contractor: BLEW'S CONSTRUCTION INC Firm: BLEWS CONSTRUCTION INC
Address: 4810 S MORROW PARK Phone: (509)928-6227
SPOKANE WA 99206
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
2ND FLOOR R-3 VB 852 $63,627.36 852 $63,627.36
GARAGE U-1 VB 490 $9,310.00 490 $9,310.00
RESIDENCE R-3 VB 742 $55,412.56 742 $55,412.56
Totals: 2,084 $128,349.92 2,084 $128,349.92
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $1,156.15
STATE SURCHARGE 1 SELECT $4.50
RESIDENTIAL PLAN REVIEW 1 SELECT $462.46
Permit Total Fees: $1,623.11
Mechanical Permit
Contractor: KELLER HEATING Firm: KELLER HEATING
Address: 7402 E 8TH AVE Phone: (509)926-3551
SPOKANE,WA 99212
Item Description Units Unit Desc Fee Amount
DUCT SYSTEMS 1 NUMBER OF $10.00
GAS WATER HEATER 1 NUMBER OF $10.00
GAS APPLIANCE=100,000BTU 1 NUMBER OF $12.00
GAS PIPING 2 #OF UNITS $2.00
VENTILATING FANS 4 NUMBER OF $40.00
Permit Total Fees: $74.00
Operator: CJJ Printed By: CJJ Print Date: 12/23/2005
Project Number: 05004532 Inv: 1 Application Date: 12/23/2005 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Plumbing Permit
Contractor: WEST ONE PLUMBING Firm: WEST ONE PLUMBING
Address: 3152 MOUNTAIN VIEW RD Phone: (509)935-0393
CHEWELAH,WA 99109
Item Description Units Unit Desc Fee Amount
TOILETSBIDETS 3 NUMBER OF $18.00
SINKS 4 NUMBER OF $24.00
SHOWERS 2 NUMBER OF $12.00
DISH WASHERS 1 NUMBER OF $6.00
GARBAGE DISPOSAL 1 NUMBER OF $6.00
CLOTHES WASHER 1 NUMBER OF $6.00
CROSS CONNECTION DEVICES 1 NUMBER OF $6.00
WATER PIPING-DWV 1 NUMBER OF $6.00
WATER USING DEVICES 3 NUMBER OF $18.00
Permit Total Fees: $102.00
Payment Summary: n� �.: ,;
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Approach $50.00 $50.00 $0.00 $50.00
Building Permit $1,623.11 $1,623.11 $0.00 $1,623.11
Mechanical Permit $74.00 $74.00 $0.00 $74.00
Plumbing Permit $102.00 $102.00 $0.00 $102.00
$1,849.11 $1,849.11 $0.00 $1,849.11
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: CJJ Printed By: CJJ Print Date: 12/23/2005
":. .44\
AL STRUCTURAL NOTES
GENERAL. THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 1
THE STRUCTURE IS DESIGNED TO BE A STABLE UNIT AS A COMPLETED WHOLE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, ERECT AND INSPECT TEMPORARY /�
SHORES, BRACES, ETCETERA TO SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, WIND AND LATERAL EARTH PRESSURE UNTIL ITS
COMPLETION. OBSERVATION VISITS TO THE SITE BY THE DESIGNER SHALL NOT INCLUDE INSPECTION OF THESE METHODS OF CONSTRUCTION, CONSTRUCTION MATERIA •''
f$��,�• ,,
SHALL BE PLACED ON FRAMED ROOFS AND FLOORS SUCH THAT THE DESIGN LIVE LOADS ARE NOT EXCEEDED. '� ti.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE 'vV�$
DESIGNER. WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE AND TESTING STANDARDS. NOTES AND
DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, R ' �`,,, 1
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 'TYPICAL' DETAILS ARE NOT FLAGGED ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. �` lit', 7
ALL STRUCTURAL ENGINEERING DESIGN PROVIDED BY OTHERS SHALL BE SUBMITTED FOR REVIEW AND SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER J '
REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 1
CODE. 2003 EDITION OF THE INTERNATIONAL BUILDING CODE.
DESIGN LOADS. ROOF SNOW LOAD = 0.019 PSF NORMALIZED GROUND SNOW (MINIMUM BASE ELEVATION = 2100 FT., EXPOSURE FACTOR, Ce = 1.0, THERMAL FACTOR = 40,
ROOF LOAD CONVERSION FACTOR = 0.7). ROOF DEAD LOAD = 20 PSF, FLOOR LIVE LOAD = 40 PSF, FLOOR DEAD LOAD = 15 PSF, WIND. BASIC WIND SPEED = 85 -24C40
1
MPH THREE SECOND GUST) EXPOSURE 'C') IMPORTANCE FACTOR 1.0. SEISMIC. 33Xg AT 0.2 SECOND, 10Xg AT 1.0 SECOND SPECTRAL RESPONSE) SITE CLASS DI SEISMIC - Z IZ,9a0
USE GROUP I, V = 15.7 KIPS.. � }
WOOD. GENERAL, DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE DESIGNER. DOUBLE UP FLOOR JOISTS UNDER c,',o Vim!«'
PARTITIONS. PROVIDE 1X3 OR METAL CROSS BRIDGING AT MIDSPAN OF ALL DIMENSIONAL LUMBER JOISTS. DOUBLE UP STUDS AT JAMBS AND UNDER BEAMS IN �j
BEARING WALLS. PROVIDE 2X SOLID BLOCKING AT MID-HEIGHT OF LOAD BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE IN ACCORDANCE WITH TABLE SloN ;
2304.91 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. ALL FRAMING ANCHORS AND CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON
COMPANY OR OTHER APPROVED EQUAL WITH ICC CERTIFICATION. ALL NAIL HOLES IN FRAMING ANCHORS AND CONNECTORS SHALL BE FILLED WITH NAILS PER Top Plate _ ,
MANUFACTURERS PUBLISHED NAIL SIZES. �- dl I I RES Cj-^2",. ,.o
WOOD STUD WALLS, USE 2X6 EXTERIOR WALL STUDS AND 2X4 INTERIOR WALL STUDS AT 2'-0' ON CENTER TYPICAL UNLESS NOTED OTHERWISE ON PLANS, GABLE End �� �IfoElfr Z -.
END WALLS MUST BE FRAMED WITH CONTINUOUS FULL HEIGHT STUDS FROM FLOOR TO UNDERSIDE OF ROOF SHEATHING. WOOD PLATE ANCHORS SHALL BE SIMPSON Nalls�
LMA4, LMA6, MASB OR 1/2' DIAMETER A307 J-BOLTS EMBEDDED 5' MINIMUM PLACED NOT TO EXCEED 6'-0' ON CENTER UNLESS NOTED OTHERWISE. ANCHORS SHALL BE - 77 '�- 'M �'
PLACED AT ALL JAMBS, CORNERS, INTERSECTIONS AND WALL ENDS. ALL BOTTOM PLATES SHALL HAVE A MINIMUM OF TWO ANCHORS. ALL FOUNDATION PLATES OR TyplcnlJ King 7rMer
SILLS AND SLEEPERS ON A CONCRETE SLAB, WHICH IS IN DIRECT CONTACT WITH THE EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL Stud Stud �-\„,
Jack Flush]
BE PRESSURE TREATED WOOD IN ACCORDANCE WITH AWPB SPECIFICATION NUMBER LP-22 FOR ABOVE GROUND CONTACT. h (1 min) , Ai FranYp
PREFABRICATED PRESS PLATE WOOD TRUSSES. DESIGN, FABRICATE AND ERECT IN ACCORDANCE WITH TRUSS PLATE INSTITUTE STANDARDS. ALL TRUSSES SHALL BE
DESIGNED
DESIGNED TO SUPPORT THEIR OWN WEIGHT PLUS SUPERIMPOSED DEAD AND LIVE LOADS STATED IN THE GENERAL STRUCTURAL NOTES. OVERBUILD FRAMING MUST BE _ _ _ No. Revision/Issue Dote
CONSTRUCTED USING 2X6 NUMBER TWO DOUGLAS FIR-LARCH PURLINS PARALLEL TO TRUSSES BELOW AND SUPPORTED BY PONY WALLS AS REQUIRED TO LIMIT MAXIMUM XU- I-_ __II
SPANS TO 10'-0' UNLESS ALTERNATE DESIGN IS PROVIDED BY THE TRUSS MANUFACTURER. Solid, SKI rCCripple ( —
GABLE END TRUSSES MAY BE USED IN LIEU OF FULL HEIGHT STUDS ONLY WHERE APPROVED BY THE DESIGNER. SUBMIT CALCULATIONS FOR ALL APPLICABLE Blocking
VERTICAL AND LATERAL LOADS. PROVIDE DETAILS AS REQUIRED FOR TRANSMITTING DIAPHRAGM SHEARS AND RESISITNG LATERAL LOADS AT BOTTOM CHORD INCLUDING Bolted td�i�d�
LOADS IMPOSED BY WALL FRAMING. Edge Strap
THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. PROVIDE DESIGN CALCULATIONS BY A CIVIL OR [Nailing HoldownHoldownSTRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. AnchorFRAMING LUMBER, ALL STUDS, LEDGERS AND PLATES CONSISTING Of 2X, 3X OR 4X MEMBERS -- STUD GRADE SPRUCE-PINE-FIR, HEM-FIR OR DOUGLAS FIR-LARCH, Anya„7 Bolt - Taplo Office Center,Green Flag Building
BASIC Fb = 675 PSI, Fv = 70 PSI, E = 1,200,000 PSI, Fc// = 675 PSI) ALL JOISTS AND BEAMS CONSISTING OF 2X, 3X OR 4X MEMBERS -- NUMBER TWO DOUGLAS —n j `: 1' 104 South Freya Street,Suite 110-F,Spokane,WA 99202
FIR-LARCH, BASIC Fb = 875 PSI, Fv = 95 PSI, E = 1,600,000 PSI, Fc// = 1300 PSI) ALL JOISTS, BEAMS AND LEDGERS CONSISTING OF 6X OR LARGER MEMBERS -- Internedlate Sill, \1155001532-1532 Voice.Fax and Cell
NUMBER ONE DOUGLAS FIR-LARCH TIMBER, BASIC Fb = 1350 PSI, Fv = 85 PSI, E = 1,600,000 PSI, Fc// = 925 PSI) ALL POSTS, STUDS AND COLUMNS CONSISTING OF Nailing Plate
6X OR LARGER MEMBERS -- NUMBER ONE HEM-FIR TIMBER, BASIC Fb = 925 PSI, Fv = 70 PSI, E = 1,300,000 PSI, Fc// = 850 PSI.
FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBERf N
INSPECTIONS BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. MOISTURE CONTENT SHALL NOT EXCEED 0 - GENERAL NOTES
19X.
STRUCTURAL SHEATHING OR PLYWOOD. ROOF - APA RATED SHEATHING THICKNESS = 1/2' MINIMUM, PLYWOOD THICKNESS = 15/32' MINIMUM, SPAN RATING = 32/16, AND
PANEL EDGE NAILING = 8d AT 6' ON CENTER, INTERMEDIATE MEMBER NAILING = 8d AT 1'-0' ON CENTER) FLOOR - APA RATED SHEATHING THICKNESS = 5/6'
MINIMUM, PLYWOOD THICKNESS = 19/32' MINIMUM, SPAN RATING = 40/20, PANEL EDGE NAILING = 10d AT 6' ON CENTER, INTERMEDIATE MEMBER NAILING = IOd AT 10' DETAILS
ON CENTER) EXTERIOR WALLS - APA RATED SHEATHING THICKNESS = 3/8' MINIMUM, PLYWOOD THICKNESS = 3/8' MINIMUM, SPAN RATING = 24/0, PANEL EDGE NAILING
= ed AT 6' ON CENTER, INTERMEDIATE MEMBER NAILING = 8d AT 1'-O' ON CENTER,
ALL STRUCTURAL SHEATHING SHALL BE APA RATED SHEATHING WITH AN EXTERIOR OR EXPOSURE ONE DURABILITY CLASSIFICATION AND SHALL BEAR THE STAMP OF AN
APPROVED TESTING AGENCY. LAY UP FLOOR AND ROOF WITH THE LONG DIMENSION PERPENDICULAR TO SUPPORTS. ON ROOFS WHERE PANEL IS LAID UP WITH THE
LONG DIMENSION PARALLEL TO SUPPORTS, USE PANELS WITH A MINIMUM OF FIVE PLYS STAGGER JOINTS. ALL NAILING SHALL BE COMMON NAILS.
1442-D
13107 and 13109
East Third
Avenue, Spokane
Valley,
L.
Washington
Project Shoat
0053091ebrury2, 2006Scwe/4' = 1' - 0'
I Structural Note Schedule' `
Cl 2-2x4, 4x4, 2-2x6 or 4x6 Number Two Douglas
Fir-Larch, 6x6 Number One Hem-Fir Timber, 3 1/8'x3
1/8' or 3 1/8'x5 1/8' 24F-V8 DF/DF Glu-Lam or 3
4' 4' 4' 4' 4' 1/2'x3 1/2' or 3 1/2'x5 1/4' 1.8E Parallam PSL
I I Post. Fasten to framing below with Simpson /iii'
LSTA36 with 7-10d common nails minium Into both 4( .. el
post above and post, beam or wolletuds below. S'�. ,,/''''''r' ' '
izo
Provide solid blocking or post segment to match ', ,Q -. tj1.,�, rj -y
post dimensions and connections through framing �,, v,
levels to post or foundation below. Fasten to `Z 'Y" p�. ,�
foundation with Simpson PAHD42 or LTT20B, HD2A, -1 f. ..p,4., „,,:. 4'-4
PHD2-SDS3, HDC5/22-SDS2.5 or HDC5/4-SDS2.5
attached to 5/8' diameter A307 hooked anchor 'Z
rod or threaded rod embedded 5' minimum with - "-.. a
Simpson AT, ET or SET or Hilti HIT 147150 adhesive.
Wood Sheathed Wall Surfaces' _
6' Provide 3/8' minimum CDX plywood or APA rated .29013�{ v{�.
wall sheathing with face grain perpendicular to A �°�-
ZO
studs full height of all indicated walls. Provide --"\I-q4,
- `�P 41.i..�,. �v
2x6 minimum studs at 2'-0' maximum on center with •'' "v/S(tiF sto�,i(`��,
Li
solid blocking at all horizontal sheathing panel per, `' 4
edges. Fasten sheathing to studs, blocking, JJON,ky !.
plates and all sides of openings Included within
indicated wall length with 8d common nails at 6' on _
center at panel edges and 1'-0' on center at ”` ` r,
Intermediate studs. Fasten bottom plate to floor ,S :-a4,;- 24irQ /4
3 3 framing with 16d common nails at 8' on center. -1
n I Fasten bottom plate to foundation with Simpson
MAS, MASB, LMA6 or 1/2ncor' boy 4, hread ■
embeddment hooked A307 anchor rods, threaded
1... .YJ rods with Simpson AT, ET or SET or HIM HIT HY150
67 Load adhesive or Simpson en HD at cg' on one',
4' Decrease panel edge nail spacing to 4' on
center at panel edges. Decrease anchor spacing el Revision/Issue Date
to 2'-0' on center.
Gypsum Sheathed Wall Surfaces' i
7'W Provide 1/2' minimum gypsum wall sheathing
full height of all Indicated walls. Provide 2x4
ZD `0 minimum studs at 2'-0' maximum on center, Fasten ,Wand,
gypsum to studs, plates and all sides of openings Ore"m4
included within indicated wall length with 5d
wallboard nails at 7' on center at panel edges , Engineering. Inc.and 1'-0' on center at intermediate studs. Taplo Office Ceder,Green Flag Building
Fasten bottom plate to floor framing with 16d 04 South Freya Street,Sae 110-F,Spokane,WA 99202
common nails at 1,-0' on center. Fasten bottom 15091532-1532 voice.Fax end Call
plate to foundation with Simpson MAS, MASB, LMA4,
7'W ' 7•W 7'W hooked
or 1/2' diameter by 4' minimum embeddment
hooked A307 anchor rods, threaded rods with
Simpson= = =_____,__________ __.r I SirSiAT, Et or SEor Hilti HIT ntadhesive FIRST STORY
lay
7'w 7'w 7'w mpson Titen HD at 4'-0' center,er,
SHEARWALL
PLAN y
i
1442-D
t,
13107 and 13109
zo East Third i .
r.
Avenue, Spokane
Valley,
Washington
Project Sheet
2005309
Plop m Ci
February 2, 2006
North
— — Cl Cl 1i8' m 1' 0'
0 68
FIRST STORY SHEARWALL PLAN 6' 6'
Structural Note Schedule.
id..
CI 2-2x4, 4x4, 2-2x6 or 4x6 Number Two Douglas 4
Fir-Larch, 6x6 Number One Hem-Fir Timber, 3 1/8'x3 /
1/8' or 3 1/8'x5 1/8. 24F-V8 DF/DF Glu-Lam or 3
6' 6' 6' 6' 6' I/2'x3 1/2' or 3 1/2'x5 1/4' 1.8E Parallam PSL
Post, Fasten to framing below with Simpson t,',f. Y
11!" 1111Pir LSTA36 with 7-ltd common nails minimum into both r'' '� �Y f/"-
post above and ost, beam or wnllstuds below. b \ a 4 e
rovide solid blocking or post segment to match ,`•. Oe'' "1,� '+,, r3,,
• post dimensions and connections through framing v,/ ,t'j✓ -"�^ e
levels to post or foundation below. Fasten to ` -- # ' '
foundation with Simpson PAHD42 or LTT20H, HD2A, • g/f' - .y
PHD2-SDS3,- HD/8' diameter or HDC5/4-SDS2.5 f C i \����' \
attached to 5/8' diameter A307 hooked anchor
rod or threaded rod embedded 5' minimum with '
•
Simpson AT, ET or SET or Hilti HIT HY150 adhesive, •
Wood Sheathed Wall Surfaces' - II
6' Provide 3/8' minimum CDX plywood or APA rated -- �zI06e
watt sheathing with face grain perpendicular to 29013. Z-
studs full height of all indicated walls. Provide 4'A.o,�dP..;r..'
2x6 minimum studs at 2'-0' maximum on center with "'J "'`+d
solid blocking at all horizontal sheathing panel s,1,
edges. Fasten sheathing to studs, blocking, }]y�r,� ,
plates and all sides of openings included within
Indicated wall length with 8d common nails at 6' on
zo
center at panel edges and 1'-0' on center at "•�" `�""''`
intermediate studs. Fasten bottom plate to floor E.i, 5-2 20'
.O framing with 16d common nails at 8' on center. __..,,-,,,,„... ....... _ � .._..<'
Fasten bottom plate to foundation with Simpson
MAS, MASH, LMA6 or 1/2' diameter by 4' minimum a
embeddment hooked A307 anchor rods, threaded
> rods with Simpson AT, ET or SET or Hlltl HIT HY130
h adhesive or Simpson Titen HD at 3'-0' on center.
4' Decrease panel edge nail spacing to 4' on
center at panel edges. Decrease anchor spacing No. Revision/Issue Date
to 2'-0' on center. - ,�
gli
Gypsum Sheathed Walt Surfaces'
TV Provide 1/2' minimum gypsum wall sheathing
full height of all Indicated walls, Provide 2x4
minimum studs at 2'-0' maximum on center. Fasten OIaiiiI
gypsum to studs, plates and all sides of openings (M'`,�,�
included within Indicated wall length with 5d ,
wallboard nails at 7' on center at panel edges `��9�Uc4_�'19q. Inc.
and 1'-0' on center at Intermediate studs. Taplo Office Center,Green Flag Bolding
Fasten bottom plate to floor framing with 16d 104 South Freya Street,Sole 110-F,Spokane,WA 99202
common nails at l'-0' on center. Fasten bottom tappl g32-1532 Voice.Fax and Cell
plate to foundation with Simpson HAS, MASH, LMA4, /
LMA6 or 1/2' diameter by 4' minimum embeddment
hooked A307 anchor rods, threaded rods with
1 iJ Simpson AT, T or SETa or Hil0'ti HIT nter, adhesive UPPER STORY
or Simpson Titen HD at 4'-0' on center,
_ - SHEARWALL
® PLAN
L J
6'
1442-D
13107 and 13109
East Third
Avenue, Spokane
l Valley,
Washington
Project Sheet 1
2005309
Date
PlanFebruary 2, 2006 S 3
Scale
North 1/8' = 1' - 0' J
\ 0 UPPER STORY SHEARWALL PLAN
,05/12/2006 15:28 6245215 ENERGY CONTROL INr PAGE 01
ENERGY CONTROL, INC. 1614 W. Riverside, Suite 107 Spokane, WA 99208 (509)-624-5212
FAX TRANSMITTAL
Eta TO:
Company: Blews Construction Date: May 12, 2006
Person: Caulc9Dac.,
Fax#: 928-5723 < ()1
FAX FROM:
Sender: Core/Peterson,P.E.
Phone/Fax#: (509) 624-5212 / (509) 624-5215
Reference: Conditioned Crawl Spaces
Carl -
I did some checking into the crawl space situation you have with your buildings out in the Valley.
As I understand it what you have is the following: A residential unit with a crawl space. You have
R-2 1 insulation on the perimeter walls and a vapor barrier on the ground surface. You are providing
some heated supply air from the furnace down into the crawl space to condition the air temperature
down there.
Reading thru the International Residential code it looks to me that you meet code. Section 408,2 of
the IRC talks specifically about this and Exception number 5 describes exactly what you are doing.
Sec the attached copy of the code.
It looks to me that you are just fine the way you have it. Let me know if you need any more help
• with this issue.
Lir
Corey Peterson, P.E.
Energy Control
Sheet 1 of 3
` 05/12/2006 15:28 6245215 ENERGY CONTROL INn PAGE 02
FOUNDATIONS
ventilation openings through foundation walls or exterior threshold of the access opening.Through wall access openings
walls.The minimum net area of ventilation openings shall not shall not be located under a door to the residence, See
be less than 1 square foot for each 150 square feet(0.67 m2 for M1305.1.4 for access requirements where mechanical equip-
each 100 m2)of under-floor space area,One such ventilating ment is located under floors.
opening shall be within 3 feet(914 mm)of each corner of said
building, R408.4 Removal of debris. The under-floor grade shall be
cleaned of all vegetation and organic mated al.All wood forms
R408.2 Openings for under-floor ventilation.The minimum used for placing concrete shall be removed before a building is
net arca of ventilation openings shall not be less than 1 square occupied or used for any purpose. All construction materials
foot(0.0929 m2)for each 150 square feet(100 m2)of under- shall he removed before a building is occupied or used for any
floorspace area.One such ventilating opening shall be within 3 purpose.
feet(914 mm)of each corner of the building.Ventilation open-
ings shall be covered for their height and width with any of the R408.5 Finished grade,The finished grade of under-floor sur-
following materials provided that the least dimension of the face may be located at the bottom of the footings; however,
covering shall not exceed 1/4 inch(6.4 mm): where there is evidence that the groundwater table can rise to
within 6 inches(152 mm)of the finished floor at the building
1. Perforated sheet metal plates not less than 0.070 inch perimeter or where there is evidence that the surface water does
(1.8 mm)thick, not readily drain from the building site,the grade in the under-
2. Expanded sheet metal plates not less than 0.047 inch(1.2 floor space shall be as high as the outside finished grade,unless
mm)thick. an approved drainage system is provided.
3. Cast iron grills or grating.
4. Extruded load bearing brick vents- R408.6 Flood resistance.For buildings located in areas prone
to flooding as established in Table R301.2(1):
5. Hardware cloth of 0.035 inch(0.89 mm)wire or heavier.
1. Walls enclosing the underfloor space shall be provided
6. Corrosion-resistant wire mesh,with the least dimension with flood openings in accordance with Section
being 1/a inch(3.2 nun). R3232,2.
Exceptions: 2. The finished ground level of the underfloor space shall
1. Where warranted by climatic conditions,ven- be equal to or higher than the outside finished ground
tilation openings to the outdoors are not re- level.
quired if ventilation openings to the interior are Exception:Underfloor spaces that meet the require-
provided. meats of FEMA/FIA TB 114.
2. The total area of ventilation openings may be
reduced to t/isoo of the under-floor area where
the ground surface is treated with an approved
vapor retarder material and the required open-
ings are placed so as to provide cross-ventila-
tion of the space, The installation of operable
louvers shall not be prohibited.
3. Under-floor spaces used as supply plenums for
distribution of heated and cooled air shall com-
ply with the requirements of Section M1601.4
4. Ventilation openings are not required where
continuously operated mechanical ventilation
is provided at a rate of 1.0 cfm(10 m2)for each
50 s•vare feet -.02 Us) of underfloor space
..rar : :.,.grou• : . - .ve ithan
approved vapor retarder materia.
1 ;7, hh }�
L l ] yyy ; :n J' Il^ •'C ,,, fit
&,,,,,a,p ,ari
R408.3 Access: : cess s1;11 be provided to all uer-flo
spaces.Access openings thro't oo '3ke.11. e"rminimum
of 18 inches by 24 inches (457 mm x 610 mm). Openings
through a perimeter wall shall be 16 inches by 24 inches(407
mm)t 610 mm).When any portion of the through wall access is
below grade,an areaway of not less than 16 inches by 24 inches
shall be provided.The bottom of the areaway shall be below the
2003 INTERNATIONAL RESIDENTIAL CODE® 85
05/12/2006 15:28 6245215 ENERGY CONTROL INC PAGE 03
ENERGY EFFICIENCY
TABLE N1102.1.1.2
STEEL-FRAME WALL MINIMUM PERFORMANCE REQUIREMENTS(R-VALUE)
EQUIVALENT STEEL-FRAME WALL CAVITY
CLIMATE ZONES HDD AND SHEATHING R-VALUE°(Itr.tt2•°F)/Btu
1-4 0-1999 �' o
5-8 2,000-3,999
9-12 4,000-5,999 ^
13-15 6,000-8,499 R-13+R-10,R-l9+R-9,R-25+R-8
16 and 17 8,500-12,999 R-13+R-10,R-19+R-9,R-25+R-8
For Sl: 1(hr•ft2•°F)/Btu=0,176 m2-K/W.
a.The cavity insulation R-value requirement is listed first,followed by the sheathing R-value requirement.
N1102.1.2 Ceilings, The required "Ceiling R-value" in pipes, air distribution ducts or electric heating cables are
Table 141102,1 assumes standard truss or rafter construction installed within or under the slab.
and shall apply to all roof/ceiling portions of the building Exception: Slab perimeter insulation is not required for
thermal envelope,including cathedral ceilings.Where the unheated slabs in areas of very heavy termite infestation
construction technique allows the required R value of veil probability as shown in Figure R301.2(6).Where this ex-
ing insulation to be obtained over the wall top plate,It-30 caption is used, building envelope compliance shall be
shall be permitted to be used where R-38 is required and demonstrated by (a) using International Energy Con-
R-38 shall be permitted to be used where R-49 is required. Servation Code Section 502,2.2 or International Energy
N1102.1.3 Opaque doors.Opaque doors separating condi- Conservation Code Chapter 4 with the actual slab insula-
tioned and unconditioned space shall have a maximum U- Oa• '-ca.tie i e N1..1: o •""• t_ : national
factor of 0.35.One opaque door shall be permitted to be ex- Ene :• wk..:rvatio ':'ode Sec ion 502. .4.
etnt from this U-factor requirement. j'.'� ?� �;;., mte:la l:1lt7xti iltia' le:
N1102.1.4 Floors,The required R-value in Table N1102.1 , S `4::.' ( t•' `° " h ! r: C :
shall apply to all floors,except any individual floor assent- '°;` li•'?' ii; ,.4000,1=04.90.;00i4006 '•
bly with over 25 percent of its conditioned floor area x- k .t •
meet the R-valuet :1;.` ' .,—:.4l t , '1' I .';..;..
posed directly to outside air shall require- 10i'l .r •;,; Sl 1 ' x.
meet in Table N1102.1 forg ;`. : !•:...,:; k. = 1, '
"Ceilings."
�. . �, } 1( �•�'. ,F,',. .. ,,��{,f
..i,:, , ,•,,l!,, :gal roto 0...... '`.*.*gm
•{o:i. 1;}11::�..,
N1102.1.5 Basement walls.When the basement is a condi- i wi ,.�•• .'1. .• i s l;s iiti00
boned space,the basement walls shall be insulated in ac-
to. p i u_t� a, 3 it e u: a 7:
cordance with Table N1102.1,When the basement is not alit ;l• �.� •`k 7 trlg)f{s'141 :1?lh)j
conditioned space,either the basement walls or the ceilings ': Xf�!k 911 ,„*,.„,0,..� i'. 13d�(0t with ASTM E'96•
separating the basement from conditioned space shall be in- �c �
sulated in accordance with Table N1102.1.When insulating N �a1�9 y1,Q86R Mvet »rFc: t1t4Ftrtrt litia to
basement walls,the required R-value shall be applied from sulation,that horizontal portion of the foundation that sup-
the top of the basement wall to a depth of 10 feet(3048 mm) ports a masonry veneer shall not be required to be insulated,
below grade or to the top of the basement floor,whichever N1102.1,9 Protection. Exposed insulating materials ap-
iS less. plied to the exterior of foundation walls shall be protected,
N1102.1.6 Slab-on-grade floors.For slabs with a top edge The protection shall extend at least 6 inches(152 mm)be-
above finished grade or 12 inches(305 mm)or less below low finished grade level.
finished grade,the required R-value in Table N1102,1 shall N1102.1,10 Air leakage, All joints, seams,penetrations;
be applied to the outside of the foundation or the inside of site-built windows,doors,and skylights;openings between
the foundation wall.The insulation shall extend downward window and door assemblies and their respective jambs and
from the top of the slab,or downward to the bottom of the framing;and other sources of air leakage(infiltration and
slab and then horizontally in either direction,until the dis- exfiltration)through the building thermal envelope shall be
tan=listed in Table N1102,1 is reached. caulked,gasketed,weatherstripped,wrapped,or otherwise
When installed between the exterior wall and the edge of sealed to limit uncontrolled air movement.
the interior slab,the top edge of the insulation shall be per- N1102.1,11 Recessed lighting fixtures.When installed in
Minted to be cut at a 45-degree(0.79 rad)angle away from the building envelope,recessed lighting fixtures shall meet
the exterior wall. Insulation extending horizontally away one of the following requirements:
from the building shall be protected by pavement or by a 1. Type IC rated, manufactured with no penetrations
minimum of 10 inches(254 mm)of soil. between the inside of the recessed fixture and ceiling
In locations of 500 HDD or greater,R-2 shall be added to cavity and sealed or gasketed to prevent air leakage
the values in Table N1102.1 where uninsulated hot water into the unconditioned space.
2003 INTERNATIONAL RESIDENTIAL CODES 2a5