2006, 11-06 Permit App: 06004424 Residence Project Number: 06004424 Inv: 1 , Application Date: 11/6/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: SFR,GAS HEAT,ON SEWER Contact: C&S CONSTRUCTION
Address: 11418 E 48TH
C-S-Z: SPOKANE,WA 99206
Setbacks:Front Left: Right: Rear: Phone: (509)924-9027
Group Name:
Site Information• Project Name:
Plat Key: Name: SHP-33-05 District: East
Parcel Number: 55202.0282 Block: Lot:
SiteAddress: 19217 E 7TH AVE Owner:Name: HOAG,SHAUN C&CARRIE A
Address: 11418 E 48TH AVE
Location::CSV SPOKANE,WA 99206
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 11,126 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review
Flood Plain Released';By:
Building Plan Review Released By:
Driveway/Approach Released By:
Landuse/Zoning/HE Conditions Released By: -# ks
Sewer Review Released By: l
Operator: AMB Printed By: AMB Print Date: 11/6/2006
Project Number: 06004424 Inv: 1 Application Date: 11/8/2006 Page 1 of 4
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: SFR,GAS HEAT,ON SEWER Contact: C&S CONSTRUCTION
Address: 11418 E 48TH
C-S-Z: SPOKANE,WA 99206
Setbacks:Front Left: Right: Rear: Phone: (509)924-9027
Group Name:
Site Information: Project Name:
Plat Key: Name: SHP-33-05 District: East
Parcel Number: 55202.0282 Block: Lot:
SiteAddress: 19217 E 7TH AVE Owner:Name: HOAG,SHAUN C&CARRIE A
Address: 11418 E 48TH AVE
Location::CSV SPOKANE,WA 99206
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 11,126 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Flood Plain Released By:
Originally Released: 11/8/2006 By: amblake
Building Plan Review Released By:
Originally Released: 11/8/2006 By: TMELBOU
Driveway/Approach Released By:
Originally Released: 11/8/2006 By: amblake
Landuse/Zoning/HE Conditions Released By:
Originally Released: 11/7/2006 By: cjjanssen
Operator: AMB Printed By: AMB Print Date: 11/8/2006
Project Number: 06004424 Inv: 1 Application Date: 11/8/2006 Page 2 of 4
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Sewer Review Released By:
Originally Released: 11/8/2006 By: amblake
Approach
Contractor: C&S CONSTRUCTION Firm: SHAWN HOAG/C&S CONSTRUC
Address: 11418 E 48TH AVE Phone: (509)924-9027
SPOKANE,WA.99206
Item Description Units Unit Desc Fee Amount
APPROACH-CONST IN ROW 1 NUMBER OF $50.00
Permit Total Fees: $50.00
Building Permit
Contractor: C&S CONSTRUCTION Firm: SHAWN HOAG/C&S CONSTRUC
Address: 11418 E 48TH AVE Phone: (509)924-9027
SPOKANE,WA.99206
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB 896 $77,387.52 896 $77,387.52
2ND FLOOR R-3 VB 882 $65,867.76 882 $65,867.76
BASEMENT U R-3 VB 875 $13,125.00 875 $13,125.00
DECK OPEN R-3 VB 202 $3,030.00 202 $3,030.00
GAR WOOD U-1 VB 412 $7,828.00 412 $7,828.00
Totals: 3,267 $167,238.28 3,267 $167,238.28
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $1,374.55
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $549.82
Permit Total Fees: $1,928.87
Operator: AMB Printed By: AMB Print Date: 11/8/2006
Project Number: 06004424 Inv: 1 Application Date: 11/8/2006 Page 3 of 4
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Mechanical Permit --
Contractor: C&S CONSTRUCTION Firm: SHAWN HOAG/C&S CONSTRUC
Address: 11418 E 48TH AVE Phone: (509)924-9027
SPOKANE,WA.99206
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 4 #OF UNITS $4.00
HEAT PUMP OR A/C 0-3 TONS 1 NUMBER OF $12.00
VENTILATING FANS 5 NUMBER OF $50.00
CLOTHES DRYER 1 NUMBER OF $10.00
RANGE 1 NUMBER OF $10.00
GAS LOG OR GAS INSERT 1 NUMBER OF $10.00
HOOD-TYPE II 1 NUMBER OF $10.00
Permit Total Fees: $138.00
Plumbing Permit
Contractor: C&S CONSTRUCTION Firm: SHAWN HOAG/C&S CONSTRUC
Address: 11418 E 48TH AVE Phone: (509)924-9027
SPOKANE,WA.99206
Item Description Units Unit Desc Fee Amount
TOILETSBIDETS 3 NUMBER OF $18.00
SINKS 5 NUMBER OF $30.00
SHOWERS 1 NUMBER OF $6.00
TUBS 2 NUMBER OF $12.00
DISH WASHERS 1 NUMBER OF $6.00
CLOTHES WASHER 1 NUMBER OF $6.00
FLOOR DRAINS 1 NUMBER OF $6.00
CROSS CONNECTION DEVICES 3 NUMBER OF $18.00
Permit Total Fees: $102.00
Operator: AMB Printed By: AMB Print Date: 11/8/2006
Project Number: 06004424 Inv: 1 Application Date: 11/8/2006 Page 4 of 4
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
(B)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW,
CONSTRUCTION INSPECTION AND SURVEYING.
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16'wide,maximum of 30'wide and combined
approach width not to exceed 50%of total frontage.
(A)❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO
PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY
PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW.
Payment Summary•
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Approach $50.00 $50.00 $0.00 $50.00
Building Permit $1,928.87 $1,928.87 $0.00 $1,928.87
Mechanical Permit $138.00 $138.00 $0.00 $138.00
Plumbing Permit $102.00 $102.00 $0.00 $102.00
$2,218.87 $2,218.87 $0.00 $2,218.87
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: AMB Printed By: AMB Print Date: 11/8/2006
Permit Center
onor
PERMIT NUMBER:y
1LA,ll 11707 E Sprague Ave,Suite 106
-Lb if
`7l�.7 Spokane Valley,WA 99206 PERMIT FEE:
�d (509)688-0036 FAX:(509)688-0037
Community Development www.spokanevalley.orK4 -
•
Residential Construction ,(New Construction ❑ Accessory Bldg
Permit Application ❑ Addition/Remodel Deck
n Other:
SITE ADDRESS ( /2 1 7 L 71h
ASSESSORS PARCEL NO: `_) LL%Z. .0 Z5S2 LEGAL DESCRIPTION: 3 H P•• 3 i 0 5((w 1v 516 2..(,,71)1.0t#2.
Building Owner: Contractor:
Name: t Name: n 64..
Address: ' ( `I ( E i_t --i-c, Address: )I LI o5" l= 40,,
0:1-
Ci State: 0 Zip:q e 1 206 City: ,t, State: Zip:c,(j2c)
Phone: !., `- Fax: `. Phone: C -`12.(-1-4f) 7 Fax: )G 12tF_
Contractor LicNo�^`�C�� L.�22. Date: 1//ea'/zv�)�6
Contact Person City Business Lic.No: 60 i 7 LL., . (-,,.,3
Name: :`)i',c_,:, n }-Ice_)
Phone: l 51 - l_>io 3 7
Describe the scope of work in detail:. Cost of Project: $ 170 000
Ices. F1o�e b�.,Pe,;1S
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE E SP E:
26) c---1-- 31.--ixyL 2. 77
MAIN FLOOR TO SQ. 2ND FLOORORSQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: 1 �49/4 i.6 et ` a 7� AREA:
FINISHED BASEMENT GARAGE SQ. DECK/COV. P_6110 SQ. FTG: 30%SLOPES ON
SQ. FTG: 0 12- Z 0 2- PROPERTY:
#OF BEDROOMS: CONSTRUCTION PE: HEAT SOURC : k SEWER OR SEPTIC?
Qc VC) c:I \`,i Ji't..er
The permitee verifies,acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling,the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or
local laws,codes or ordinances.6) Plans or additional information may be required to be submitted,and subsequently approved before
this application can be processed.
`� Date
Signature ` - , , _ f ( — to - 0 Le-
Method of Payment:
❑ Cash 0 Check 0 Mastercard 0 VISA
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
'�� Permit Center •
yr yji 11707 E Sprague Ave,Suite 106
PERMIT NUMBER:
.....Val ley Spokane Valley,WA 99206
(509)688-0036 FAX:(509)688-0037 PERMIT FEE:
Community Development www.spokanevallev.org
Mechanical Permit Application ❑ Commercial g]Residential
SITE ADDRESS: I' Z 1 7 A 71
Building Owner
Name: lit 0!7 NL>ecsj Phone: 50,7-41 2 y-r2.6)21 Fax: ✓"f7
Address: it U 11 E. L.i{S riv City:.fjrAt1 kali c, l c,_I I e,r State:Lux ZilX?20j.
Contractor i
Phone: [i2L(�iG"Z7 Fax: 6A-(1,1e
Name: (�.$"c.� (../7d14-
Address: I i I/4' c
N ` City: -lJt.tGcii')e L?6 I le y state:w Zip:4/026'6,
License No: l I25COi 1**0 M City Busmess Lic:62o j 7 2 ,�
Contact V 2Zs
Name: `jh diiL 11 -1-Ic«j c Phone:ri5` _04,3 I
DESCRIPTION OF WORK 0 OF UNITS X COST = TOTAL AMOUNT
1 FUEL BURNING APPLIANCE Equal to or less than 100,000 1 X $12.00 = r L,00
2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 =
3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 =
4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 =
5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 =
6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 =
7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = ,
8 BOILER/REFRIGERATION 101-500M BTU X $20.00 =
9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 =
10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 =
11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 =
12 GAS LOG,GAS INSERT,GAS FIREPLACE 1 • X $10.00 = Ii) .COC)
13 RANGE I X $10.00 = i0 Uig
14 DRYER j X $10.00 = I V. OC.)
15 FUEL BURNING WATER HEATER I X $10.00 = le, : 00
16 MISC.FUEL BURNING APPLIANCE , X $10.00 =
17 GAS PIPING(each outlet) y X $1.00 = -i . (JL)
18 DUCT SYSTEMS I X $10.00 = ii) :. 00_
19 VENTILATING FANS .7 X $10.00 = - O ()
20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 =
21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 =
22 EVAPORATIVE COOLERS X $10.00 =.
23 TYPE I HOOD X $50.00 = .
24 TYPE II HOOD I X $10.00 , = /e 1)0
25 HEAT PUMP/AIR CONDITIONER 0-3 TON I x $12.00 = i Z .cr,7
26 AIR CONDITIONER 3-15 TON X $20.00 =
27 AIR CONDITIONER 15-30 TON - X $25.00 , =
28 AIR CONDITIONER 30-50 TON X $35.00
29 AIR CONDITIONER More than 50 TON X $60.00 =
30 LPG STORAGE TANKX $10.00 =
31 WOOD OR PELLET STOVE/INSERT X $10.00 =
32 WOOD STOVE-FREE STANDING X $25.00 =
33 REPAIR&ADDITIONS X $15.00 =
34 VENTILATION SYSTEMS X $12.00 =
35 VENTILATION MECHANICAL EXHAUST X $12.00 =
36 INCINERATOR-RESIDENCE X $19.00 =
37 INCINERATOR-COMMERCIAL X $22.00
METHOD OF PAYMENT: SUBTOTAL 1__NCv
❑CASH ❑CHECK ❑VISA ❑MC EXPIRES: PROCESSING FEE $35.00
CARD#: VIN: TOTAL PERMIT FEE DUE: 1.73.ODAU HORIZED SIGNATURE: `�'
REV ED 8/26/05 �'
Permit Center
,11j"� I, 11707E Sprague Ave,Suite 106 PERMIT NUMBER:
Valley Spokane Valley,WA 99206
(509)688-0036 FAX:(509)688-0037 PERMIT FEE:
Comm,,ty Development www.spokanevalley.org
Plum 1 ing Permit Application ❑ Commercial X,Residential
SITE • I DRESS: I!r l- I -7 E 7I►
Building Owner
Name: c Phone: ei.,2i4_co-2_ Fax: 9,2[1_!z)'Z7
Address: 1 t LH' E. y<' Ti., City'Le7-.kit�1e. ln1lrV State: Zip:'rtel•
2G ,
Con or ]r
Name: .. Phone: t_ Fax: 9L -(164 7
��'3 CoC i 3 S`7" �111"l'r}�.7, / y
Address: //y i 4l � City: � ktt:/t?t':L f 6- State:GY)A Zip: 915 21:44;,-
License
(J(u
License o: C3(CTi1 C�LZ-J j City Busm(;ss Lic: tOI 7 2() jge,±
Contact '/
Name: !�7fi i d7 C7n�t-�'j Phone: q 0�y J•/ —
D RIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT
1 T•ILETS WATER CLOSET,BIDETS $ X $6.00 = , IT•(;):1
2 U•INALS X $6.00 =
3 BS 2... X $6.00 = 12_• G'(>
4 S OWERS(PER TRAP)
BATH,STALL,ON-SITE BUILT I X $6.00 = {i. C 0
LAVS/BASINS,BAR,FLOOR,KITCHEN,
5 S NKS LAUNDRY,UTILITY,JANITOR,PHOTO, 6 X $6.00 = .,C^ cC
X-RAY,FOOD,PREP/CULINARY MEAT
6 D SHWASHER ' X $6.00 , _ k . co
7 C OTHES WASHER I X $6.00 = , , CO
8 •'BAGE DISPOSAL X $6.00 =
9 ATER SOFTENER X $6.00 =
10 E CTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL X $6.00 =
AREA,CASE,COIL,TRENCH,
11 F OOR DRAINS CONDENSATE I X $6.00 = // CO1r7
12 ',a aF DRAINS/OVERFLOW DRAINS X $6.00 =
13 F•UNTAINS,DRINKING X $6.00 =
ATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR,
14 NT,PLUMBING,REVERSAL REVERSALS X $6.00 =
15 AGE EJECTOR GRINDER,SUMP PUMP X $6.00 =
ICE AN/OR COFFEE MAKER,HOSE BIB,
16 ATER USING DEVICE STEAMER X $6.00 = (� nn
PROOFER,CARBONATOR,SWAMP 3 I3 . 0
COOLER
VACUUM BREAKER,CHECK VALVE,
AND R.P.B.P.D.FOR: VATS,TANKS,
17 'ROSS CONNECTION DEVICE BOILERS X $6.00 =
GREASE TRAP,SAND TRAP,
18 I TERCEPTORS CHEMICAL HOLDING TANK X $6.00 --
19
19 EDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 =
20 ISCELLANEOUS PLUMBING FIXTURE , X $6.00 =
21 -RIVATE SEWAGE DISPOSAIJSYS X • $20.00 =
22 I DUSTRIAL WASTE INTERCEPTOR X_ $15.00 =
SUBTOTAL I O^I L •
f'VlVi
ETHOD OF PAYMENT:
PROCESSING FEE
11 CASH 0 CHECK 0 VISA 0 MC EXPIRES: t$35.00 �)
I ard# VIN: TOTAL PERMIT FEE DUE: 1 1 i 00
•
AUT ORIZED SIGNATURE: 1/1."_._ •
REVISE 11 8/26/05
•
A A
PLANNING DEPT. APPROVED
BYt
DATE: < < C I (-5-1,°
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WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°'1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Glazing Glazing U-Factor Door9 Wall72 Wall Wall?
Slabs
Option Areo�of floor Factor Ceiling Ceilings AboveraBelow Below Floors on
Grade
Vertical Overhead" Grade Grade
10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
int'
II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-58
III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-58
IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/
Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54
Occupancy U=0.054
Only
V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
Group R-3 int'
Occupancy
Only
VI. Unlimited 0.32 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/
Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54
Occupancy U=0.054
Only
* Reference Case
0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
1. Minimum requirements for each option listed. For example,if a proposed design has a glazing ratio
to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15%glazing
option(or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material,manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
COOPERATIVE EXTENSION
WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7
ENERGY PROGRAM
\\\\,
\,,,
7/16"OSB SHEATHING
3/8"MIN.
..„\q , NAILED WITH 8d COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R602.3(1)AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
L, \•1 N
. = 1
c..,
• — t
— - Z.
SIMPSON UPLIFT BACK EACH STRAP
STRAP ---._7 0_ ,
.1 wur A STUD
1,800 POUNDS .' ii--"A
k.
RECOMMENDED HOLD
1 — -
:1P1111 11 Ill'": I 1,11 4•:`,11,1lo.,1th11111111
-101,--M411.1.":11.•. . "
. 11
I
. ;
i .
IN 8"FROM EDGE OF
i
BRACING PANEL
I
1 . •• '
I .... ,...
ill•• ,
1
— . 10-27...7.0iC11A,111 ltIn A Id IA 1'111 BIll!MIR Arlill ilt1111.1T1111,''l I III,,
•
11.11111E IN FIRST STORY OF
TWO-STORY BUILDINGS,
.. . ... I "
•" ':,...' ':, :,....° :,...." : : SHALL HAVE AT LEAST THREE
: .. :'1. :'1 ANCHOR BOLTS,PLACED AT
,ii,ri,idll, ,,. '1,1[1]me'[Impel'Inn 'linl
' •• . • • • • a a • • • , ONE-FIFTH POINTS
% . .0, . 4, . d• I, . d•
•
, . dro 4 . d•4. d• .1, .'d, •4 0, •a 0% •
a... a.. .,. <,..,4 0 pi.
, .°.6./. . - . 0% . 4.."7-61. . 0, . d• °•.'a C'.• t a '... a .• ..°•.'a Ct a Ct a ....'
,e.•. e.,.. ti.•.. 0.,,. 0,,.4 0...4 0..4 a
. ' ••• . 0, . 0, . 0, . d, . d, . d, . 0. , . 0, .'0, . 0, , . , ev„ . e.. SIMPSON UPLIFT
STRAP
• ° • • • ° • ° ' ° • ° ' 3 000 POUNDS
. . .. .. .. .. a
TWO ANCHOR BOLTS 0, . d, . d•a
INSTALLED IN ACCORDANCE
WITH FIGURE R403.1(1)SHALL ..e. . 13, . 0, . d•e . 0.1. . .6.4 . D.r. . . b,
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER 11, 'R EE54\R --re,P i.3507-To NI
SCALE:I"=1-0"
POINTS o F Fo Li Ni OA-nor%) WALL.
t.4-1
ALT RNATE BRACING
1 ,
PANEL
116021OG ALTEIINAlL BRACE])V,ALL PANELS i
r
FIGURE 1 .
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation Side Elevation
4 Extent of header (Two braced wall segments) t
- Extent of header (One braced wall segment)
�M�
• is
i 9; A! 0 iFl I:�
4A a,4ii }1 <z pa E�z�'i s `�s do r x3E� , a 11`:7 '"f li y t :: Sheathing filler
1 .:„.:.,.,.:.:.,.:.,......:.:.„:.:.„::::::::.:..:<.:....
fil
,
a 1
eta a:: p 4 et.�;t �a:.,;.. ,.;:.,�:n.,�:,.. :,. ffxi : „��:�>',,'�ti,;i��£�. ;a�z':?la:�' <;�Yi�?��;c �z + 1 9 .1;:
, :.:>,.�x.. ,,:x,,�.:' ' �y } �j y 7„> ', ,,, 1, 1 ° ° o if needed
1 <,<3.�,. :.<i, <.�:. .� oc» .�`,.:�.?,I':�< ::R`F�).54�.�3111��.FR'U''.:S.S..,<ti.�?:aJ^:�� .<>
i.l> $:� #. i>.. ,,;;..7�.f ,., :3z::.:Ra .,IE;fz:3k..- .:£v:,,x.F:n,.. ,;i!¢,.> >s.<:,Eo:,� ..$ (<::
::.. :.:....�...�s£.:..::......:......:.......::....::�:..:::.�....::5:<:.,s�,.:«,..,,.<.:, :,Y£5�: i..... .,�: .�Eit?`:... Y�,:I ..� 0 a'..�.M .a !bZI
.ti 0 't'
«I4; lay 1 2' to 18' (finished width) �; ; I ;�I41 Iola
(I 1« +;' 1 i 'a 'o1 1 6d sinker
P, 11�.
4° ° Fasten sheathing to header with Top plate 0; '; « ;°;' nails in 2 rows
I l4H 8d common nails in 3" grid continuity is 'f;a I I ',��901 Ipl @ 3" o.c.
4I°t I°d V:1 I A , 11.
I I« pattern as shown and 3" o.c. in required per +:1 d'et
41a1 ;°x all framing (studs and sills) typ. R602.3.2 '>` 'x '•I I "
' ' ' ` «` ,4,0 1000 lb header-
, , , 1# II
1 1 1 t , , 1 e4, 141p
4,°, ',x� , , •,x to-jack-stud strap
el«} ,« 1000 lb header-to-jack-stud strap L I ` AI•l I°I° on both sides
a°#• on both sides of opening •••••••-..•••••••••••-••••••••••••-•••••••••••••••,-.: °f °l' • of opening (Ref.
el ;4* (Install on backside as shown on "
Max. o a, Ip3Q ', ' ' °'ex No. LSTA24)
Side Elevation, Ref. No. LSTA24) "x I x 1 1
height 41p; Ian ,:1 £ bl4x eq
1:1 1 1 °Ipx 1I,
1 1: 11 Ix 1 1
10 p;al ,' Min. (2) 2x4 typ. , ,
°I°, ;,;a Braced wall I; �I°I -------.
0:o °ti
t x 1 If panel splice is needed it shall segment per I 1 , t °I°t I°t°
°I°I I4p I>I I ; 12 I I: 3/8" min.
, , 1, occur within 24" of mid-height. R602.10 5 ': , , °,x 1
e,a, ,aao g !;1 i t 0,px 1°t.• thickness wood
«lo +x Blocking is not required. I; x; e141 Iola
11 ' I 9 q structural panel
;axQ: No. of I; . ;I alp, ;el•
} I 1 sheathing
t x: Min. width based on 6:1 t x, °14, 141
4,a, p
lack studs , , x l I x 1 1
°I°, tpx height-to-width ratio: For per table ' ` }' °lel
1:1 1+ I i 141e
°0' �� exam le•16" min for 8' height I I `«`
Ii �" P 9 R502.5(1&2) 11 • 4,0 <:.
I
4,a} 1010 1 I ! I °14, 141.
': X414 Min 2"x2"x3/16" plate washer °I•I I4 j
��' ' a' a' ru�l � �' `s s#e' 'a a:�
Jr
t
Anchor bolt per R403.1 .6 Typ. Foundation per code
Not to scale
•
•
•
Reinforcement for openings in plain concrete
2) #5 rebar
.0 extend 24 •
---.�_
aches beyond
opening. (2) #5 rear to extend
beyond op=ping. Doorway:
do not re'uire rebar in
in bottom of opening.
•
1 r. t 1
1909.63 Openings in walls.Not less than two No. 5 bars shall be provided around
window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond
the corners of openings.
* All openings for windows and doors in structural plain concrete walls must be
bound by two No.5(16) bars as follows. For openings not extending to the bottom of
the wall,the bars must be placed on all four sides of the opening.For openings
extending to the bottom of the wall,the bars are only necessary along the sides and
top.To provide continuity at the corners of the openings,the bars must extend 24
inches (610 mm)past the corners.These extensions should occur at all four corners
of an opening not extending to the bottom of the wall,and at the two top corners for
other openings.
WALL CONSTRUCTION '
•
FIG
R611.7(3)
NO.4 CONTINUOUS BAR MIDDLE OF SPAN,A.
R6111.7(4) NOT REQUIRING STIRRUPS
AS REQUIRED IN -611.7(5 SEE TABLE R611.7(2), R611.7(3),
SECTION R611.7.1 R611.7(4), (5), OR R611.7(8)
TOP OF WALL STORYA R611.7(6)
'611.7(7
LINTEL REINFORCEMENT
-611.7(7 AS REQUIRED
----- — - ? E- --I --
A
Z N -LINTEL
///' ///
L<2' (0.61 m) I X24" L >_ 2' (0.61 m) 24"
0
" .6m' '0.6m'
I
I I I I
OPEN REINFORCEMENT
WALL REINFORCEMENT AS REQUIRED PER
AS REQUIRED TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN.MIN.
2.5 IN.MAX.— I4--T-
• • f ■■i 111
■■m ■■I
ice• Ea; NO.4 BAR LINTEL
MN ■■1low REINFORCEMENT REQUIRED
SEE TABLE R611.7(2), Mil EMI j
R611.7(3),R611.7(8), d "I � . MINIMUM NO.3 STIRRUP
R611.7(9)OR R611.7(10). D ME; NMI AS REQUIRED
NNE NMI
■■I ■■1
■■I ■■I
gigi •.. INSULATING FORM
III EN
•■I 1111
NMI
, 7 NSI MEI
1.5 IN.MIN. —
2.5 IN.MAX. HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED
For SI: 1 inch=25.4 mm.
NOTE:Section cut through flat wall.
FIGURE R611.7(3)
ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS
186 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
R611.7.13 Horizontal steel. Concrete walls with a screen-grid walls over the length of the opening.When the
minimum thickness of 4 inches(102 mm)shall have a depth of concrete above the opening is less than 12 inches
minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec-
ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around
bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table
story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed
greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini-
horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open-
mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in
(305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3,
For townhouses in Seismic Design Category C, the R611.4, R611.5 and R6.11.7.1. The perimeter of all wall
minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch
at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with'/2-inch(12.7 mm)diameter
(407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on
Categories DI and D2, the minimum horizontal rein- center.The bolts shall be embedded into the concrete a mini-
forcement shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 mm)and have a minimum of 1'/2(38
center or one No.4 at 12 inches(305 mm)on center. mm)inches of concrete cover to the face of the wall.
Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required I
building corners using corner bars or by bending the where the wall is formed to provide solid concrete
bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum
inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the
Category C and for all buildings in Seismic Design Cat- wall.
egories D1 and D2,each end of all horizontal reinforce- R611.7.3 Lintels.
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be
or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet
splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be
and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and
smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid
noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig-
8db. ure R611.7(4)or Figure R611.7(5)and Table R611.7(4)
or R611.7(5).Lintels for screen-grid ICF walls shall be
R611.7.1.5 Standard hook.Where the free end of a re- constructed in accordance with Figure R611.7(6) or
inforcing bar is required to have a standard hook, the Figure R611.7(7). Lintel construction in accordance
hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used
not less than 2'/2 inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction.
extension. Lintel depths are permitted to be increased by the height
R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro-
mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the
waffle-grid ICF walls and 12 inches (305 mm) for opening.
TABLE R611.7(1)
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL
OPENING WIDTH(L)(feet) OPENING REINFORCEMENT OPENING REINFORCEMENT
Flat,Waffle-,and
Screen-Grid: None required None required
L<2(0.61)
In locations with wind speeds less than or equal to 110 mph(177
1®/hr)or in Seismic Design Categories A and B,provide one No.4
Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches(305 mm)of
Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the each side of the opening.
Screen-Grid: bottom of the opening.Top and bottom lintel In locations with wind speeds greater than 110 mph(177 lcm/hr),
L>2(0.61) reinforcement shall extend a minimum of 24 inches(610 townhouses in Seismic Design Category C,or all buildings in
mm)beyond the limits of the opening. Seismic Design Categories D,and D2,provide two No.4 bars or one
No.5 bar for the full height of the wall story within 12 inches(305
mm)of each side of the opening.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h.
NOTE:This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva-
lent rectangular cross section.This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
172 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS","
NO.4 BOTTOM BAR SIZE
MAXIMUM CLEAR SPAN,(feet-inches)
(Number is Middle of Span,A)e
Supporting Light Framed Supporting ICF Second Story
Supporting Roof Only 2nd Story and Roof and Roof
MINIMUM LINTEL Ground Snow Load
THICKNESS,T LINTEL DEPTH,D
(inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf
8 4-9 4-2 3-10 3-4 3-5 3-1
(1-2) (0-9) (0-8) (0-6) (0-6) (0-5)
12 6-8 5-5 5-0 `) 4-5' 4-6 4-0
(1-11) (1-3) (1-1) (0-10) (0-10) (0-8)
3.5 16
7-11 6-5 { 6-0 5-3 5-4 4-10
(2-9) (19) (1-6) (1-2) (1-2) (1-0)
20 8-11 7-4 i 6-9 sz 6-0 6-1 5-6
(3-5) j (2-3) (1-11) �. " {i-6) (1-7) (1-3)
9-10 8-1 7-6 6-7 j 6-9 - 6-1
24 1 r (2--1) (1-10) (1-11) (1-6)
8 5-2 4-2 3-1() 3 3-5 3-5 3-1
(1-10) (1-2) (1-0) (0-9) (0-10) (0-8)
8 41 5-0 4-5 4-6 4-1
12
(3-0) (2-0) l (1-9) (1-4) -(1-4)- { (1-1)
5.5 16 7-10 6-5 , 6-0 5-3 5-4 4-10
(41) , (2-9) _ (2-5) (1-10) { (1-i1) (1-7)
20 8-10 7-3 { 6-9 6-0 { 6-1 5-6
(5-3) (3-6) (3-1) { (2-4) (2-5) (`-0)
24 9-8 8-0 7-5 6-7 6-8 6-0
(6-3) (4-3) (3-8) : j (2-11) (3-0) (2-5)
5-2 4-2 3-11 3-5 3-6 2
8 (2-6) (1-8) (1-5) (1-1) (1-1) (0-11)
6-7 5-5 { 5-0 - 4-5 4-6 4-1
12 (4-0) (2-8) (2-4) : (1-10) i (1-10) (1-6)
7.5 16 7-9 6-5 j 5-11 5-3 5-4 4-10 `-
(5-5) j (3-8) i (3-3) (2-6) (2-7) (2-2)
20 8-8 j 7-2 ) 6-8 5-11 6-0 5-5 -s
(6-10) (4-8) (4-2) (3-3) (3-4) j (2-9)
24 53, 9-6 7-11 ' 7-4 6-6 6-7 6.0
(8-2) (5-8) 1 (5-1) (3-11) (4-1) (3-4)
8 r,
5-2 4-2 3-lI 3-5 { 3-6 3-2
(3-1) (2-1) j (1-9) (1-5) (1-5) � (1-2)
9.5 12
6-7 5-5 5-0 4-5 ` j 4-6 4-1
(5-0) (3-4) (3-0) { (2-4) (2-5) (1-11)
A
16 7-8)., 6-4 5-11 5-3 5-4 410
� 4 2) (3-3) (3-4) (2-8)
For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square inch=6.895 kN/m2, 1 pound per square foot=0.0479 kN/mz.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an
assumed equivalent rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used,the span lengths in the shaded cells shall
be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criteria:1/240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light-framed wall dead load is 10 psf
e. No.3 stirrups are required at d/2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure
R611.7(2)and Section R611.7.3.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
2003 INTERNATIONAL RESIDENTIAL CODE® 173
WALL CONSTRUCTION
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,e,c,d,t
NO.5 BOTTOM BAR SIZE
MINIMUM LINTEL
THICKNESS,T LINTEL DEPTH,D
MAXIMUM CLEAR SPAN,(feet-inches)(Number is Middle of Span,A)e
Supporting Light Framed 2nd Story Supporting ICF Second Story and
Supporting Roof and Roof Roof
Ground Snow Load
(inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf
8 4-9 4-2 3-11 3-7 3-7 3-5
(1-2) (0-9) (0-8) (0-6) (0-6) (0-5)
12 7-2 6-3 5-11 5-5 5-5 5-0
(1-11) (1-3) (1-1) (0-10) (0-10) (0-8)
9-6 8-0 7-4 6-6 6-7 .',5-4 -',11
3.5 16 (2-9) (1-9) (1-6) (1-2) (1-2) ) x
r `00 I� 4--v - 6 `'
11 1 9-1 " A
20 (3-5) (z 3) :175.1!" ' U� 4. -- 1,, � -7 � `�.
8 5-6 4-10 4-7 4-2 4-2 3-10
(1-10) (1-2) (1-0) (0-9) (0-10) (0-8)
12 8-3 6-9 6-3 5-6 5-7 5.0 -
(3-0) (2-0) (1-9) (1-4) (1-4) (1-1) 1
5.5 16 (4-1) {2-9) (2 5} _(I 10) - (1-11) i (1-Tj
20 a- " 10-11 9-0 8-4 ! 7-5 '-6 i 6 9
(5 3) I (3 6) 1 (3-i) (2-4) ; (2-_) (2 0) -
12 4-1d t 9 3 s-2- 8-3 I 7-6
6-1 5-2 4-9 4-3 4-3
8 3-10
(2-6) (1 8) (1 5) (1-1) (1-1) (0-11) _
12 8-2 6
: -
(4-0) (2-8) (2-4) I (1-10) (1-100 , (1-6)
9-7 7-11 I 7_4 1 6-6 6-7 6-0
7.5 16 (5,5) (3-8) (3-3) (2-6) , (2.7) (2=)
10-10 8-11 8-4 I 7-4 7-6 6-9
20 (6-110 I (4-8) { (4-2) I (3-3) (3-4) �, (2-9)24 E` 11-10 9-10 1 9-2 8-1 i 8-3 7-5
i.,x.,(8)). , ; (5-8) . .. ,,._.-..d5-1), ---! (3-11) (4.1 ` (3_4)
I
6-4 5-2 4-10 4-3 i 4-4 3-11
8 (3-1) (2-1) (1-9) ! (1-5) (1-5) (1-2)
12 8:2- 6-8 i 6-2 5 6 5
(5-0) I (3-4) 1 (3 0) , (2 4) (2-5) (l-il)
9-6 I 7-Ii 7-4 I 6-6 1 6-7 5-11
9.5 16 (6-9) I (4-7) (4-21 I (3-3) I (3 4) .---
20 10-8 1 8-10 ii 8-3 I 7-4 _ , 7-5 6_9
(8-4) i (5-10) ! (5-4) t—�_( 2) r-1-3) 0-6)
24
44-`(:!_!,!--"!--1,1-7-,))f'....1;-;,.1'),,! 99 90-,--))),;(,....')(4,.!,;»)): $ 1 82 7-5
+`yam io-o- 4 ` r16�-1ii`, *�;" (6.--5. Ii;:° `a'5-0 - ( .,x(5-2) v.� . . ,x,(4=3)
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,I pound per square inch=6.895 kN/m',1 pound per square foot=0.0479 kN/m'.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent
rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criterion:U240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light-framed wall dead load is 10 psf
e. No.3 stirrups are required at d/2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure R611.7(2)and Section
R611.7.3.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
174 2003 INTERNATIONAL RESIDENTIAL CODE®
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CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1)
FOUNDATION WALLS -3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS,
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARING WALLS AND SHEARWALLS.
PROVIDE DOUBLE,OMTS (MIN) UNDER ALL WALLS
PARALLEL TO SPAN U.N.O.
PROVIDEDOUBLE STUDS (M)) TO FOUNDATION
UNDER ALL HIP AND GIRDER S U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO'TRUSSES OR JOISTS ABOVE
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
Of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
Radon Mitigation System Required
With 6 mil Vapor Barrier
WINDOW WELL: —
Min. 9 sq. ft. horizontal area.
Min. 3 ft. horizontal projection and width.
Max. 44 in. vertical depth without a ladder
Concrete lintels shall conform to Tables
R611.7 (2) or (3) or Engineering is
required. Reinforcement for openings in
Plain concrete is also required.
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
1) NET CLEAR OPENING: 5.7 SQUARE FEET
GRADE FLOOR OPENING IMAX 44-) 5.0 SQUARE FEET
2) NET CLEAR OPENING HEIGHT 241NCHES
3) NET CLEAR OPENING WIDTH 2OINCHES
4) MAX FINISHED SILL HEIGHT 44' ABOVE FLOOR
5) EMERGENCY ESCAPE & RESCUE OPENING SHALL;BE
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
THE USE OF KEYS OR TOULS
General Notes:
Al) Federal, State and local codes, ordinancesspeeland regulations shall be considered as part of the
variances
meloss for this building and shall take precedence over anything drawn, noted m Implied where ..
variances occur, _ ,
1.
Roof: 30p.s.f. live load
10 p.s.f. dead load
rocmrrgs are designed for dead lead plus sore -half live load.
Note: Verify design Inside with local codes and site tsnditimtr. Check with Ixel building
deparShall tment officials fm wind, seismic, Brow and other slseelal leading egtk with
4n Ertgiding
Impact the site after ucevation to verity type of fmmdatlon System required to Satisfy
the Goll condition et bearing depth.
U. Concrete.
A. Unless otherwise noted, all slabs on grade shall be 3000 p,s.i. (28 days) concrete on 4"
gravel fill with 6x6-10/10 w.w.m. Interim slabs shall be placed on a 6 -mil polyEthylene
Vapor barrier. _
B. Provide N" expanslon joint material between all slabs and abutting concrete or masonry
walls in unheated conditions,
ID. Foundations.
A. Verify depth of frost footings with local building codes.
B. Unless otherwise noted, foundation walls shall be constructed of the following:
Concrete Masonry Units: ASTM C909. Grade N -I
Mortar for unit mam tin ASTM C270 '
ReinfElse emeing Stee
l: ar for 1130111Y Reinforcing steel shaow ll be intermediate de and In contact with earth. - -
grade 20,000 ps.f., deformed
bars in accordance with latest ASTM
comers. speeificetlons. Make ell bars continuous around
I. Horizontal reinforcing: Dm-0-Wsl continuous every other cn�ose.
2. Vertical reinforcing: Reinforce wails of excavated areas with f/7 vertical r -bars at
4'-0 o.c. and at each comer and both aides of openings,
3. Reinforcing Protection:
e. Concrete Poured against earth shall have 3 inch clearance
r .
b. Concrete poured In forms but exposed to earth shall 6`e a clearance of 1A
Inches.
4. Provide H Inch dia. x 12 inch all] anchor bolt at every vertical r -bar (where oce,•rrh,g)
or 60-0 o.c. and at each comer and both Bides of every foundation opening.
5• Wateryroof walls of excavated areas with two costs of asphaltic base waterproofing
'compound.
6.Provide 6 -Inch tile. drainage the 1n bed of gravel at Perimeter of excavated
foundation areas, slope 3/16 inch per cot to drain.
7:' Provide termite Protection as required by HUD standards,
Iv. Strvetumi Steel:
1. All structural steel: ASTM A-36
2, Unless otherwise noted, provide a 2x wood plate bolted to the top flange of 211 steel beams
with 318 inch dia. bolts, staggered 2'-0 o.c. Rigidly fasten all connecting rafters/)Isla.
V. Rough Carpentry:
I. Unless otherwise noted, framing lumber shall be Douglas fir construction grade. Wood
beams, headers, rafters and jc?sts shall have an allowable bending stress of 1200 p.s.l.
2. Unless otherwise noted, provide:
e. Double header joists at all Dom openings.
b. Double 2x12" headers with S Inch plywood between at every door and window opening,
C. (2) rows of moss bridging per joist span.
d. Use water resistantgypsum board for walls and celiinhre and exterior grade plywood
floor usderlayment In all bath and toilet areas.
e. Provide 5/8 Inch tvPe ")C' Drecgde gypsum board at common walls and ceilings
between garage and habitable areas, Tape and finish.
f. Diagonally brace in both directions all exterior comet with c -d extertm plywood W
metal strapping.
3.Typical Floor construction: -
T/ inch Plywood sheathing with exterior glue under 5/g Inch plywood underlayment with
building Paper between,
4. IntaR rough carpentry per compliance with PS I/ANSI A199.1 for type of application.
VL Miscellaneous
A. Unless otherwise noted, provide the following:
1. Full halt Insulation In all exterior walls and R-38 Insulation in all floors, ceilings, and
rafters adjacent to exterior or unheated areas.
2. immIl 6 -mil Polyethylene vapor barriers toward the heated side of all insulation.
1 S' Inch rigid Insulation at foundation walls.
4• trouble pane InsulatIng glazing at all exterior glass areas. Caulk around all openings in
exterior walls.
UPC 508.2 — Water heaters require anchoring or
strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
f;,
0
in
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
/ ' ��#I�ll�p�sllll■
II I I
��.. ''s •r r � P,,
�c
IT,, I . rn
13'-4"
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 '/_ in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7 % in. below
threshold provided the door does not swing over the landing.
1
zY'FI I Lx pill� {pli o
I� \-FLcr�lz_. srs_ C2 I 2X10.
� o I
1/2 to
11 w:1 Im 1 0 M0
10
Q
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amp- 4!r crF1Pb PI IL , ��ah.2'!
a1»p� P �.
20'-1" Atfi A ciblC
-mom _
ECTION AND O
G AND PRIVATE�N"�,APPROVEDFONON-TWE.GARAG......_..__....:.r.__.._......_
❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR.
O1/2"GYP BOARD (RESIOENCE/ATTIC,FLOOR/CEILING) `
EQUIPPED WITH SOLID WOOD DOOROSOLID OR HONEYCOMB CORE
STEEL DOORS NOT LESS THAN 1 3/B', OR 20 MINUTE FIRE RATED
DOORS.
,N 21'1x1
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
1) NET CLEAR OPENING: 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 44") 5.0 SOUARE FEET
2) NET CLEAR OPENING HEIGHT 241NCHES
O) NET CLEAR OPENING WIDTH 2OINCHES
41 MAX FINISHED SILL HEIGHT 44"ABOVE FLOOR
bi EMERGENCY ESCAPE & RESCUE OPENING SHALLaE
(WE RATIONAL F ROM THE INSIDE OF THE ROOM WITHOUT
S( � ohkhtiSI�(ZT a (N RCON-
N TED_ ANb;'';31ht E G1'1 A
M NEp-9'H' t��TH ' �YIV FSLbNE
AL RM'`S4lLkL"IC VAT(''A� MS.
(BDROQLLA(a'
HING
W RISE OF 24'8, L
SMOKE ALARMS S 1 RCON-
L/ NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING .
BEDROOMS, VAULTED CEILING
WITH RISE OF 24"& ON EACH FLOOR)
EXHAUST FANS
100 CFM kitchen
50 CFM bathrooms
laundry
FACTORY -BUILT FIREPLACES:
Combustion Air Required
I Hearth Clearances per Manufacturer's Instructions
LO Tight Fitting Doors Required
N
a
0
0
Egress windows openable
5.7 sq. ft. - 44" sill
Ib'-II/2°
v5
m S..
4'-0" 2'-7, 1716-4 I!2 21' 3 1/2n
Ln
S b
;,1
I ABEEDRM #3 O
Q I n Attic Accessibl
�a
® " G)
by 22' X .0"
TTIC
C\ �Q, LIN.fV O x N ACCESS
O N ® n
V -a 1/2° 2'-31/2 2' -II° 24" _ 1
°
ZX`f 13'-4" G s r 8'-0" Down
13-41/2 a r �
N
21 OII III_I° C5 1
A y l^
j q t \J B DRM 2 3 3
N ! — MASTER oPEN To a 9'
VAULT -OPTIONAL N T+—
(Y
13'-01/2" 31/2" 41-11/21) -- --- ----
2" X RESIDENTIAL TRU-6 SES
®24"O.G
Egress windows openable o n
5.7s . ft. - " Sill tj vj 2Z(<
ry 4
O O 2' 8" 0 24" . G x
V-0 O
_ o
2'-71/2" 3'-5 I/2"
5'-61/2" 3'-8 J/2" 2'-11/2° I
EDGE OF ROOF BELOW
II' -71/2" 10'-0" 11, 13'-41/2"
l '
I
B
LINE OF BLD . BELOW
EDGE OF ROOF BELOW
6
SEC,0ND FLOOR FLAN
SCALE 1/4" a 1' - O"
kNINDOYN SOHEDUL_E
MAItlC
mm
SIZE
�{Lg
1
3'-0
I
2'-8
X
2'-0
SLIDING
2
2'-6
X
5'-O
DBL.
HUNG
5
2'-6
X
4'-b
DBL.
HUNG
4
3'-.O
X
5'-O
DBL.
HUNG
5
1'-0
X
5'=O
DBL.
HUNG
6
2'-8
X
2'-8
DBL.
HUNG
7
4'-0
X
3'-0
SLIDING
NOTE.
SIZES NOTED A50\/F- ARE &ENERIC:
UNIT DIMENSIONS.
DOOR SOHEDULIE
mW
mm
loom
1
3'-0
X
6'-8
IN5UL. METAL
2
2'-8
X
6'-8
5. G W/ OL05E°R
5
2'-6
X
6'-8
SWING
4
2'-4
X
6'-8
SWING
5
2'-6..X
6'-8
PAIR
6
2'-0
X
61- 8
51 -FOLD
7
6'-6
X
6'-8
BI -PASS
8
8'-0
X
6'-8
BI -PASS
t6 4
? -r--ps
Z�r , ;
175-k.4.!':.00T7OM J;
L
/frr�
2�¢II.S.Cd:�611o,w
1-211 ODI ll := al ^'o
�_HQ OF
Under Floor Ventilation
1 Sq Ft per every 150 Sq Ft of under
floor space area. 1 ventilating opening shall
be within 3 feet of each corner. Openings
shall be covered with approved material.
Under floor accessible
by 18" x 24"
Under floor
Clearance 18"
t
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Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
30# felt for ice
dam protection
:4-R Z-'
A�p >'U'-
STAIRWAYS: Minimum width 36 in. with min. tread
run of 10 in., max. rise of 7'/4 in. & nosing of/4-1 1/4 in.
Min. 6 ft. 8 in. headroom. Enclosed usable space under
stairways requires 1 hour fire protection of/z in. GWB
1/8" GAP
A"(I}4f3EtWEEN SHEATHING
HANDRAILS: Height of 34 - 38 inches when required by four or
-.
_..,
more risers shall be continuous the full length of stairs with the
ends returned or rounded. LANDINGS: Required min. width of 36
Anchor Bolts- Minimum 1/z" x 10" with 7" concrete
in. or width of stairway and 36 in. travel distance
X, j 1
embedment at 6' o.c. and 12" from ends of sill plates.
�� �i' � N'1� � r� l m• � � �
ruu- Ian ]f��� N
,
l.hl! �t'i' �•'� a�.iN-b� Y� J VAIN- I�WWEf-
I1 _.K�L
-.Ta'P Tal i�hl
-
_-rte P�sp�ala.1tt' 1'�1'�lxp14-
1V 1101.3.1- Attic insulation certitication required as to
- - _.._.,.._.,.._ ....- _ .... _.._.
R - value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
M
inch high numbers for installed thickness of insulation.
CEILING: %z" GWB if perpendicular to rafters or
trusses 24" o.c. and no water based texture used—
otherwise 5/8" GWB.
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` � I
FA
Rag
L><g - fail`✓
Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
30# felt for ice
dam protection
:4-R Z-'
t
II
F�--.carbTr_ _��V#rill?�LcbJ�z."C�._w__' __..,:I `l � �I
��---------Trj
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I
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It,�Ss
111
0
O
ELECTRICAL KEY
_.
OUPLEX QCIYENIENCE MET .. .
-
DUPLEX OUTLET ABOVE CABINETS
WFAI EIPW OUPLEX BURET
e.T.l.
ROM FAULT INTF.111LpTER CALEX MET
'
HALF -SWITCHED CA'LFA MET
SPECIAL PURIME OIILET
220 VOLT MET
MALL SWITCH
NHEE-WAY SWITCH
#A
FCXR-WAY SWITCR
CEILIAC MUUNTED INCMSCENI LIGHT f1XT1AE
'
WALL WgryTEO INCANOESCENI LICIT FIXTURE
. '`t'-
s
I
C,
LIGHT fIXT1AE KITH PLL CHIN
TRACK LIMIT FIXTI(E
FLUORESCENT LIGHT FIXIIWE
nL
MUST FAN
G -ala fi# i�
loa•hf-jz�`..
� � _
` F
..
�
--
I
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`.._
�av�Fy
..._._
20=6
ELECTRICAL KEY
_.
OUPLEX QCIYENIENCE MET .. .
-
DUPLEX OUTLET ABOVE CABINETS
WFAI EIPW OUPLEX BURET
e.T.l.
ROM FAULT INTF.111LpTER CALEX MET
'
HALF -SWITCHED CA'LFA MET
SPECIAL PURIME OIILET
220 VOLT MET
MALL SWITCH
NHEE-WAY SWITCH
#A
FCXR-WAY SWITCR
CEILIAC MUUNTED INCMSCENI LIGHT f1XT1AE
'
WALL WgryTEO INCANOESCENI LICIT FIXTURE
. '`t'-
RECESSEII INCANDESCENT LIGHT FIXTURE
C,
LIGHT fIXT1AE KITH PLL CHIN
TRACK LIMIT FIXTI(E
FLUORESCENT LIGHT FIXIIWE
MUST FAN
Ute i^,'vt'(7iJl1,.?,q ?'s i T -1p ERuusr FAliiliart caelNAreaN
a -fit i vic)! '} qcZ' i t7,:s t 'r C] ELECTRIC DOOR C'FNAIOR
4 PROVIDE NO INSTALL LOCALLY CERRIFIEp
SIM OMC 0M AS REVIVED IT
INTIMIAL FIRE PRDTEC11011 ASMIION
/FPA) OR AS REW183 IT IptMiN8
LOCAL CCUES..
. + PROVIDE ANO INSTALL RRM FAULT .
CIIMXIII-1MTERX.Piplg IGFIl AS
REg1IBED IT NAlloW ELECTRIC .
. CCE IEC) OR AS FENfa -
. ITT 8UVF111TNG LOCAL 'CODES.
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 I
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY BUIL NG DI ISION
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z