2012, 12-19 Permit App: BLD-2012-2281 Pole Bldg Community Development Department (Staff Use Only)
Permit Center
OF . 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
SCITYokane Spokane
(50 ) ley, W 99206
Tel: (509) 688-0036 PERMIT FEE:
Valley. Fax: 688-0037
perm itcen itcenter@ spoka n eva I lev.orq
4. 0
,: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
W CONSTRUCTION [] ADDITION/REMODEL d ACCESSORY BUILDING
0 DECK 0 OTHER
SITE ADDRESS: , 2_5al E 2 L(- _ 1
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: 1
BUILDING OWNER NAME: % 1 ,--i t
NAME: IA I ,A- ..vCoir- s
ADDRESS: l _ z L V ' `< N� �
2. i
CITY: Z N LV\"%Ac `t h l\c STATE: , tA.1(.l - l..: - i
PHONE: .7-5c5:-.1 5c (22, ( ` FAX: CELL: :rN ' ! may .
5 - , .- i
,) I
r r �;
CONTACT NAME: ,,��`.1� 6 ! :
PHONE: t.--00( ' 1.�i. CSS FAX: CELL: i C5 3
v) 1
; `l: i}r ., ._a `�..._.._. _...._s
CONTRACTOR NAME:
_KRA,-l\il l: Lt,
1A1�nc-t 1 vV
MAILING ADDRESS: (y)? r ii- /,i c i/9 4/) A(.... Z . L/ C
CITY: 1.: Urate J p Ic. e. STATE: ,) ZIP: b.3 J I f
PHONE: ';\)UZ1 ( i ' Ljb FAX: CELL:
CONTRACTOR LICENSE No.:_kkAr 1;901_3 EXPIRES: (e,- 1 IJ- )S CITY BUSINESS LICENSE NO.:
DES BE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
5 Y��.,n wt gl/t. .i t—1 rw`A c r i c,.S n,...
•1Uvge C.AJ SlLVCI
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/AIF NOT APPLICABLE
Height to Peak: Dimensions' No. of Stories: Total Habitable
`13 , X,-51:1))00 1/ t Space:
Main Floor SQFT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ
-` FT: FT: `—
Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on
CFT: _ Area: Property:
No. of Bedrooms: --- Construction Type:; Heat Source: -- Sewer or Septic:
TOTAL COST OF PROJECT: $ - ' ;
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The 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 sub fitted ands ly approved before this application can be processed.
f
Signature ---1.---. / _.____..�•.-.- Date: I l ., 19 ie
Updated 1-11-11 Page 1 of 1
http://www.spokaneva ley.o g/filestorage/124/938/210/948/1496/Building_Permit__Residential_11-11-11.doc
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
o SITE PLAN
o Property lines and dimensions ❑ Setbacks to property lines
o Direction arrow pointing North and orientation to streets o Distance between buildings
o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes
o Utilities, septic tank/drain field locations and distances o Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations (Front/Rear/Sides)with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade):
o Footing sizes and locations o Supporting wood cripple walls or beams
o Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting
o Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished)with dimensions:
o Floor Joist direction, size and spacing o Window and door location and sizes
o Header, beam or concrete lintel sizes ❑Window well locations if applicable
o Brace wall panel locations ❑ Room usage labels
o Water heater and furnace locations o Smoke detector locations
o Exhaust fan locations ❑Attic and crawl space access locations
o Deck or concrete patio sizes and locations o Fire Wall construction
❑ Roof Plan:
o Engineered truss direction and spacing o Ridge, eave and valley lines
o Rafter and over frame direction, size and spacing ❑ Beam and girder size and location
❑ Wall Section Detail including:
Roof
o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection
o Sheathing size and type o Attic insulation/air space baffle/ventilation
Ceiling
o Joist size and spacing o Size of ceiling gypsum wall board
Wall
o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts
o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board
Floor
o Joist size and spacing o Sheathing or concrete floor size/insulation
Foundation Wall
o Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth
o Earth to wood separation distance o Horizontal &vertical reinforcement if any
Footing
o Size o Reinforcement if any
Radon
o Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
o Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations
o Floor Joist/decking direction, size and spacing
O Stairway tread rise & run and nosing 0 Handrail/Guard height&spacing
A (/ 1
'roject #6 0. Z-77 1
RECEIVE
GEC 192012 lo
SV PERMIT CENTER ' _..
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3UB 4' Ft 1 A EV. # [77 - Nri)r. I
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LAMING DEPT. PiPPROVED ?
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DATA:
Target Date sheet
For City Use Only
PLUS Project I �r -%oQ-7j ;
SCITY
Project Address
Valley®
v 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.720-5240♦ Fax: 509.688.0037♦ permitcenter@spokanevattey.org
As part of our on-going commitment to customer service during the review process of your project application,we are
providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet
this date,we will contact you with a revised target date.
Your application review TARGET DATE is2,% ra-
The TARGET DATE is the date we estimate your project ap licatio will have had its initial technical review.It is
not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
D Submit complete,accurate plans and documents.
Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be
several days before they can look at your new or revised information.
' Designate a specific contact person to communicat; with the City.
While the person designated as the applicant's contact pertm ith the City can be changed, one individual with the expertise
for dealing with reviewer comments would be the best choice for the entire review process.
> Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your
target date.Staff may contact you before the target date if the initial review is complete.By following this procedure,you will
save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as
indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does
not prevent technical staff from requesting additional information as a result of their technical review.
2.Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from
substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is
complete,your application will be routed to the appropriate staff and remain in their review queue until it comes up for review.
3.Technical Compliance.Once an application is administratively complete,it is routed to technical staff for compliance review.
Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone,fax, email,
or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re-
submittals,each reviewer will approve their section of the application and route it to the Permit Center.When all sections of the
application are received, a Permit Specialist will process the application and contact the person specified on your application for
permit pick-up.Information regarding fees and pre-construction meetings(if required)will be provided by the Permit Specialist at
that time.
CD-003 V-7/06-21-11 Page 1 of 1
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2012' SCHED U
OWNER I ePEUKERT
C's .... . . ':.--NTF BUILDING SIZE 24'x30'x10'
__,_ BAY SPACING ---110'
t12'-0" i 12'-0" U B LEAN-TO SIZE CIO I N/A
\ w V LEAN-TO A G N/A
SNOW LO R 50 PSF
4 IND SHEAR 90 MPH
o P'',ESSURE TREATED POST SIZES
I
o ' MAIN TRUSS POSTS 6x6
GABLE END POSTS 6x6
DOOR POSTS 4x6
\ \ 3'0x6'8
WALK DOOR LEAN-TO/SHED POSTS N/A
r---, \/ PRE-BUILT ENGINEERED TRUSSES
Eci 12 ROOF PITCH 41 12
of of 0) 4 �\ BOTTOM CHORD LOAD BEARING N/A
0 0 j IIIA WALL CONSTRUCTION X STND COMM
"co GIRT SIZE 2x6 ® 24" O.C.
PITCH .
INSULATION N/A
\ E \\ SHEETING N/A
A
SIDING 29 GA. METAL
ROOF CONSTRUCTION
=o \ \ j/ \ PURLIN SIZE 2x8 ® 24" 0.C.
, \,. 1 INSULATION N/A
I SHEETING 7/16" OSB
16'x8'
\
\ pi u �' O.H. DOOR 0 ROOFING 29 GA. METAL
L OVERHANG NO. DIM.
E . /Y GABLES 1 2'
,I' 16'-3" J\ a) . °) �<0 OV WA c.9
S EAVES N/A N/A
f \ p�$ r • �'O FLOOR CONSTRUCTION
3'-104" n10' -) ,„ t'i x r" CONCRETE AREA 24'x30'
L I - THICKNESS 4"
PL \ VIE`/ 'S 305 I �,, REINFORCEMENT FIBER MESH
CAL r=1. /) j� O�Esd�l $4��1{�,
, AL l' /
�+ iI
• 0 DATE: 12/17/12 DRAWN BY: sLs
PROJ. # 12004-068 SCALE: AS SHOWN
:6, r__,_, ITI° \
` :r. i./._...41e.. FILE: 12004-068 PLOT DATE: 12/17/12
OWNER: CLIENT:
MIKE PEUKERT NORTHWEST CONTRACTING
- -� 12521 E. 24TH 622 E. INDIANA AVE.
8 C)
ENGINEERS
0 609 N.C'ulgaryC'nurt„Suite 7,Pn.7Falls,Ida
hoN-?28 SPOKANE VALLEY, WA 99216 COEUR D' ALENE, ID 83816
i
PHONE(208)773-8J70 mons IncmoriAnrs'tcm” FAX(388)777_1/I28
S
GENERAL NOTES AND SPECIFICATIONS
1. THE SITE PLAN SHOWING THE LOCATION OF THIS BUILDING ON 7. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING „,s.5 a
THE PROPERTY IS NOT INCLUDED HEREIN. IT SHALL BE THE SCHEDULE, AND OTHER APPLICABLE SECTIONS OF THE IBC, UNLESS
RESPONSIBILITY OF OTHERS TO DEMONSTRATE THAT THE BUILDING OTHERWISE SPECIFIED HEREIN. GIRT NAILING SHALL CONSIST OF (3)
IS LOCATED PROPERLY ON THE PROPERTY WITH REGARD TO 16d GALVANIZED NAILS PER CONNECTION. ALL CONNECTIONS TO
LOCAL ZONING AND FIRE SEPARATION REQUIREMENTS. PRESSURE TREATED LUMBER SHALL BE OF HOT DIPPED GALVANIZED
STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.
2. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 I
EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), STATE AND 8. ALL SHEET METAL SHALL BE INSTALLED USING METAL SCREWS AT
LOCAL SPECIALTY BUILDING CODES, AND GOOD ACCEPTED 9 L /'
PRACTICES. IN THE EVENT OF ANY CODE CONFLICT, THE MORE INCHES ON CENTER (ONE SCREW PER RIB). ROLLED STEEL
RESTRICTIVE PROVISIONS SHALL APPLY. THE ENGINEER SHALL BE PRODUCTS
MADE AWARE OF ANY SUCH CONFLICT. OCCUPANCY OF THIS (RSP) 6W10 (1-INCH)SHALL BE USED WITHOUT VINYL BACK \......,.,...\'-..-.)
STRUCTURE IS AS A UTILITY STRUCTURE, (U). INSULATION \\
AND 6W15 (1 1/2-INCH)SHALL BE USED WITH INSULATION. Co SU T
3. DESIGN LOADS USED FOR THIS BUILDING INCLUDE THE ENGINEER FOR OTHER LAMINATED PRODUCTS WITHIN THE ALL
FOLLOWING: ASSEMBLY.
A. ROOF LIVE LOAD OF 40 PSF WITH A ROOF DEAD LOAD OF 5
PSF (UNLESS OTHERWISE SPECIFIED). 9. ALL STEEL BOLTS SHALL BE ASTM GRADE 7 OR BETTER,
B. NO CEILING LIVE LOAD AND NO CEILING DEAD LOAD (NOT GRADE II. METAL PANELS SHALL BE DEL ,----IB-' TYLE GALVANIZED,
BOTTOM LOADED). MINIMUM 29 GAUGE, GRADE E OR BE, '. EL SHALL BE
C. HOIST OR CRANE LOADS ARE NOT APPLICABLE. FASTENED WITH GALVANIZED GASK •D META : TO-WOOD 1” SCREWS
D. MAXIMUM WIND SPEED IS 90 MPH, EXPOSURE "B" AND IN PRE-DRILLED HOLES. PANE,N \H\1L 3E INSTALLED PER
SEISMIC CATEGORY C HAS BEEN USED. MANUFACTURER'S RECOMM .Nil.. +c•v.. v
E. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF �
(UNLESS OTHERWISE NOTED). 10. ANY BACK FIS,I \'�!••'\EN ATH SLABS SHALL BE COMPACTED
NOTE: SOIL BEARING PRESSURE IS BASED UPON SANDY OR TO 95% RELAT. I SIT\AS DETERMINED BY ASTM 1557, METHOD
GRAVEL (GW & GP) SOILS. SUBSTANDARD SOIL CONDITIONS WILL D
cl° \
REQUIRE INSPECTION AND FOOTING ADJUSTMENT BY THE
ENGINEER. SINCE THE ENGINEER DOES NOT USUALLY PERFORM 11. �R '\ L BE DESIGNED BY AND BEAR THE SEAL OF AN
SITE INSPECTIONS, IT SHALL BE THE RESPONSIBILITY OF THE ENGI �' kIS RED TO PRACTICE IN THE STATE IN WHICH THE
BUILDER TO INFORM THE ENGINEER OF ANY DETRITUS OR
E3'-'--1' `k. 0 BE CONSTRUCTED. TRUSS DIAGRAMS AND
SUBSTANDARD SOIL CONDITIONS. CAL\�UL'TIONS SHALL BE DELIVERED TO INLAND NORTHWEST
CON LTANTS PRIOR TO CERTIFICATE OF OCCUPANCY.
4. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRE•�S
STRENGTH 2500 PSI. RECEIPTS FROM THE'SCALE M TE" 12. TRUSS WEB BRACING IS NOT SHOWN ON THESE PLANS. WEB
THE VENDOR SHALL BE PRESENTED TO THE CONT'AC 4`� T E BRACING, IF REQUIRED IS A CRITICAL ELEMENT. IT SHALL BE THE
END OF EACH WORK DAY. CAST-IN-PLACE CONO•��.�TE\ RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY INSTALL ANY
CONSTRUCTION, MATERIALS, AND PROCEDU S SH 1,n",ONFORM SUCH. BRACES SHOWN ON THE TRUSS SHEETS PROVIDED BY TRUSS
TO AMERICAN CONCRETE INSTITUTE SECTI.`N 81-.'9. MANUFACTURER.
5. TREATED WOOD SHALL CONFOR To �'* REQUIREMENTS OF 13. THE DETAILS SHOWN ON THESE PLANS COVER A VARIETY OF
AWPD LB-22. POSTS SHALL BE NO. \_ EM-FIR OR BETTER IN OPTIONS WHICH MAY OR MAY NOT APPLY TO THIS SPECIFIC BUILDING.
ACCORDANCE WITH WWPA GRADING RU ES. 6" X 8" POSTS MAY IT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO KNOW AND
BE CONSTRUCTED OF (r:�" X 6 WITH FULL LENGTH 2" X 6" UNDERSTAND WHICH DETAILS APPLY AND HOW THEY ARE RELATED TO
PLATE LAMINATEDATO POS.T II0ERIOR. 8" X 10" POST MAY BE ONE ANOTHER. E
CONSTRUCT�� 0 '\ X .WITH FULL LENGTH 2" X 8" PLATE 14. INLAND NORTHWEST CONSULTANTS SHALL NOT BE RESPONSIBLE 44, of WA so, Ap
LAMINATED • \ SID:. FACE OF POST. NAIL LAMINATE WITH (3) FOR ANY LOSS OF PROPERTY OR ANY PERSONAL INJURY AS A w I,f
16d N,'1' J" O.C. STAGGERED AS MUCH AS IS PRACTICAL. RESULT OF THE USE OF THESE PLANS FOR THE CONSTRUCTION OF >0 v + ��
ANY STRUCTURE DURING CONSTRUCTION OR AFTER COMPLETION. IT c,, 1.3
6. LUM: ." USED FOR STRUCTURAL MEMBERS SHALL BE SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY TO
DOUGLA ' FIR-LARCH, NO. 2 OR BETTER ACCORDING TO WESTERN EXERCISE CAUTION DURING CONSTRUCTION AND AFTER COMPLETION.
CI
WOOD PRODUCTS ASSOCIATION GRADING RULES. MAXIMUM •0,1, � w4
MOISTURE CONTENT SHALL BE 19% BY WEIGHT. HEMLOCK-FIR 15. IN THE EVENT OF A CONFLICT BETWEEN THE GENERAL NOTES i7.r/%7/ .- 04,- l ���
ctsr$ {5'
MAY BE USED FOR NON-STRUCTURAL FRAMING SUCH AS AND THE SCHEDULE OR SITE SPECIFIC PLAN, THE GENERAL NOTES SSION
V._ BLOCKING OR DRYWALL BACKING. SHALL BE SUPERSEDED. ., rAfeitoter'
DATE: 12/17/12 DRA sLs
. PROJ. # 12004-068 SCALE: AS SHOWN
1,, � DWG FILE: 12004-068 PLOT DATE: 12/17/12
W) OWNER: CLIENT:
I ■ MIKE PEUKERT NORTHWEST CONTRACTING
8 1
i,----- -- . 12521 E. 24TH 622 E. INDIANA AVE.
C)
ENGINEERS
N.Calgary rt,Suite 7,Pos7Fu!!.qIdaho R.?Ri4 SPOKANE VALLEY, WA 99216 COEUR D' ALENE, ID 83816
PHONE
wm,.„,enoNH"rxt.com FAX(108)777-1/18
S2
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ROOFING AND
SHEETING PER PLAN
/ DIMENSION PER PLAN /
PER PLAN PER PLAN PER PLAN PURLINS PER PLAN
OUT TO CENTER CENTER TO CENTS OUT TO CENTER BUILDING DIMENSION LINE,
MEASURED FROM OUTSIDE OF -\ I 110111.
TRUSS DESIGN POST TO OUTSIDE OF POST
��i BY OTHERS i Aglik V 1
TYP. 4" OVERHANG
ii uu nn ii
i i nu ilii i CONTINUE GABLE END WALL x x� I \\\
1I i i it — POSTS TO TOP CHORD OF
\ IT
, TRUSS AND NAIL W/ (4) 16d
NAILS.
' 2x6 HEADER a PRE-BUILT ENGINEERED.
GIRTS PER PLAN o o TRUSS (BY OTHERS)
- 0 2' O.C. (TYP) _
tY U
H 2x8 HEADER \ Lu
(OR PERt \ w • �'j EXTERIOR SIDING
PLAN) -
2x8 PT BOTTOM � •m i AND SHEETING
PER PLAN
tGIRT (TYP) ,, .
[ III i i I ' \ =Q: �/ TRUSS POST
Li
u u u o o ��/- PER PLAN �/
OVERHEAD DOOR 3'0" OR 4'0"x6'8" \IITO ~
ROUGH OPENING WALK DOOR o / PER PLAN GABLE END POST
11'6'` MAX (12' BAYS) ROUGH OPENING \..„..\. a PER PLAN
9'6.. MAX (10' BAYS)
x
w O
TYPICAL EA VE ELEVATION \,....\c),
m 1' THICKENED
SCALE: NTS / / SLAB PERIMETER PER CONCRETEPLAN SLAB
1 DIMENSION PER PLAN 1 \,. \ _ FINISH FLOOR
NAILER TO BE PROVIDED '��-
12 BY TRUSS COMPANY -
PURLINS * 1--- .. FOR SECURING METAL CD 24 0.C.
PER PLAN �' �� PR ILT ENGINEERED TRUSS
%��—��\�a 6x6/10x10 WWF RIENFORCING
�. BY OT ERS, ! OR REBAR (IF APPLICABLE PER PLAN
\ °) E E . �/4 i NOTE: )
�~' IRTS PER PLAN ��,Q WAg115b I i CARE SHALL BE TAKEN
\ ) o 4,,,---.,. G>� �__t DURING POUR TO ENSURE WWF
2x10 HEADER ' ti r IS PULLED UP INTO CONCRETE.
SPANS 0 ER 12'
H (OR\ PLAN) POST PER PLAN
�? 30520 wa DIMENSION CLARIFICATION
2x6 ��' 2x8 PT BOTTOM GIRT o�4ssIONAL 1v����� SCALE: NTS
D i W. i,VERHEAD DOOR j i `!�� - r re : 12/17/12 DRAWN BY: as
u (PER PLAN) 'I , li `�i —
PROJ. # 12004-068 SCALE: AS SHOWN
PERCONCRETE
CRESCHED FOOTING /r�101, ,f,,_ DWG FILE: 12004-068 PLOT DATE: 12/17/12
CD ULE
* ROOF PITCH PER OWNER: CLIENT:
PROJECT SPECIFIC SCHEDULE
c7YPICAL GABLE ELEVATION MIKE PEUKERT NORTHWEST CONTRACTING
C,) SCALE:NTS ENGINEERS ; !`
� 12521 E. 24TH 622 E. INDIANA AVE.
609 N.Calgary Court,Suite 7,Post Falls,,da,,oR-;R;4 SPOKANE VALLEY, WA 99216 COEUR D' ALENE ID 83816
PHONE(108)773 8170 .m+ninanrulhnrrtcwu FAX(rdd)7]]-2128
' S3
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POST PER PLAN
S e
TRUSS TOP CHORDS
(BY OTHERS)(SEE NOTE:
SEPARATE DETAIL `44440000, ---" -\------_1. FOOTING TO REST ON UNDISTURBED NATIVE N-.S L, OR
FOR POST CONNECTION)
ENGINEERED FILL COMPACTED TO 95% REL IVE\�� TY,
SIMPSON LU OR i" AGGREGATE ROAD BASE. I
2. ANY LOSE MATERIAL SLOUGHED I T HO:' S ALL BE
HANGERS (TYP) REMOVED PRIOR TO POUR. \
,/f
ittr _ 3. WALK DOOR POST FOOT Ts\E 2 'x 24" DEEP.
4. DIMENSION "B" MAYS SIAM;T OR SQUARE.
/ DIMENSION "D" DO S 0 INc_.0E SLAB WIDTH.
4%4 / , 5. BUILDING SP•NS\REAS»' THEN 48' REQUIRE PUNCH
2x BLOCKING � 410, PADS INST•._-`D ";---t...•• GS (PER DETAIL SHOWN).
(CONTINUOUS OPTIONAL) \ -- • 6. SITE H ��'..� \INS'ECTED BY ENGINEER OR RECORD.
TRUSS BOTTOM CHORDS / THE ��i~S FR E FROM EXPANSIVE CLAYS, AND DO
0110 %
(BY OTHERS) ` "B" -- - �� CON"`ST �F OR SILT, SANDS AND GRAVEL. A SOIL
BEAR ,-..._. ESSURE OF 1,500 PSF IS USED HEREIN.
IPA
PURLINS PER PLANS (TYP)
�i`�` FOOTING SCHEDULE
00 ING DIM "B" DIM "D" PUNCH PAD
6 I TR �i POST FOOTINGS 2' 0" 3 0" NO
MANUFACTURED TRUSS 1 \ ALE' ND POST FOOTINGS 2' 0" 3' 0" NO
* NOTCH POST 14" EACH SIDE PUNCH PAD \� EA TO POST FOOTINGS N/A N/A NO
TO PROVIDE SEAT FOR TRUSS DETAIL ADDITIONAL POSTS (IF APPLICABLE)
\ FOOTING "A" N/A N/A NO
POST PER PLAN7h FOOTING "B" N/A N/A NO
FOOTING ..C.. N/A N/A NO
ADDITIONAL POSTS DO NOT APPLY
FOOTING DETAIL/SCHEDULE
SCALE: NTS
PURLIN CONNECTION / 2' MAX BAY WIDTH _ 2x6 BLOCKING
SCALE: NTS ® BETWEEN PURLINS
(2) 16d TOENAIL
11*, - EA. PURLIN
r
I 2x6 FASCIA �° (1) i" MACHINE BOLT
i (ONLY REQUIRED IF NO
W/ (3) 16d GABLE END WALL POST
/ 22" PURLIN PER PLAN ' ARE INSTALLED)
2x6 SUPPORT CLEAT TOP/BOT CHORD
TRUSS TOP CHORDS W/ (16) 16d NAILS GABLE TRUSS W/
010 BY MANUFACTURE 9,...,, �Q�p�R'A38�scS� (2) CARRIAGE BOLDTS y \ (3) 30d TO NAILS
�� �� Q CORNER POST �.
TRUSS (Nt F 'ER'S ��� r (ONLY REQUIRED IF NO GABLE V 6"
lir
__ TRUSS PAN:L P TE END WALL POSTS ARE INSTALLED) ! 3" -
Od SPIKE 11 TO POST. 4 POST, GIRT, AND f,
111 Bpi "RE-DRILL 1"0 PILOT 10.04' 30520v wWALL ASSEMBLY
111 a/ \ �aILES (TYP) Es 1STNAL ��c;Q. PER PLAN rJ
TRUSS
BOTTOM CHORDS
OTCH / GABLE OVERHANG
ERH�NG
kiN *kir - SCALE: NTS
POST AS NECESSARY TO eV , �alt DATE: 12/17/12 DRAWN BY: SLS
PROVIDE FULL TRUSS SEAT
. f PROJ. # 12004-068 SCALE: AS SHOWN
POST (PER PLAN) �� ��, ��i
DWG FILE: 12004-068 PLOT DATE: 12/17/12
OWNER: CLIENT:
C...) .
TRUSS/POST CONNECTION 111-1! MIKE PEUKERT NORTHWEST CONTRACTING
SCALE: NTS 12521 E. 24TH 622 E. INDIANA AVE.
ENGINEERS .ni .
6ONE(ZO guryCnurt,Suite7, 031 cowFalls,FAX(208)777-1;a SPOKANE WA 99216 COEUR D' ID 83816
PN(/NE(I08)773-8378 114191' rcnonA.Cs6cou FAX(208)777-1128
VALLEY, ALENE, S4