HomeMy WebLinkAbout2006, 06-14 Permit App: 06002271 CarportProject Number: 06002271 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: ALUMINUM CARPORT ON SLAP 14X43
W/IBEAM, GUTTER & POST
Date: 6/14/2006 Page 1 of 2
Setbacks: Front
Site Information:
Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
Parcel Number: 55083.9601 Block:
Left: Right: Rear:
Contact: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
C - S - Z: SPOKANE WA 99217
Phone: (509) 467 -0600
Group Name:
Project Name:
District: East
Lot:
SiteAddress: 19415 E AUGUSTA LN #82 Owner: Name:
Address:
Location:: CSV
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19
PETERS HOMES, INC
PO BOX 965
POST FALLS, ID
Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information
Review
Building Plan Review
Released By:
Originally Released: 6/13/2006 By: TMELBOU
Landuse /Zoning/HE Conditions
Released By:
Sewer Review
Originally Released: 6/12/2006 By: Mharnois
Released By:
Originally Released: 6/14/2006 By: a_blake
Permits:
Operator: AMB Printed By: AMB Print Date: 6/14/2006
Project Number: 06002271 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/14/2006 Page 2 of 2
Building Permit
Contractor: ALPINE PATIO CONCEPTS Firm: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET Phone: (509) 467 -0600
SPOKANE WA 99217
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
CARPORT OP R -3 VB VAL 0 $5,521.00 0 $5,521.00
Totals: 0 $5,521.00 0 $5,521.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $125.25
ACCESSORY PLANS REVIEW 1 SELECT $31.31
WSBC SURCHARGE 1 SELECT $4.50
Notes:
Permit Total Fees:
$161.06
SETBACK IS MINIMUM 8 FEET FROM CURB ON AUGUSTA LANE
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$161.06 $161.06 $0.00 $161.06
$161.06 $161.06 $0.00 $161.06
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: 6/14/2006
Project Number: 01 Inv: 1
SCITY OFka
Application Date: 6/12/2006 Page 1 of 2
BUILDING DIVISION
po ne THIS IS NOT A PERMIT
400000Wielyll be assessed for commencing vtin7lEititeaWniperimitSuite 106
Spokane Valley, WA 99206
Project Information:
Permit Use: ALUMINUM CARPORT ON SLAT 14X43
W/IBEAM, GUTTER & POST
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Contact: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
C - S - Z: SPOKANE WA 99217
Phone: (509) 467 -0600
Group Name:
Project Name:
EMT,Wen a7-S, taro; W_
Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
District: East
Parcel Number: 55083.9601 Block:
SiteAddress: 19415 E AUGUSTA LN #82
Location:: CSV
Lot:
Owner: Name: PETERS HOMES, INC
Address: PO BOX 965
POST FALLS, ID
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19
Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information ::.e
Review
Building Plan Review
Landuse /Zoning/HE Conditions
Released By:
Sewer Review
Permits: v , ....
Released By:
Contractor: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
SPOKANE WA 99217
Building Permit
Firm: ALPINE PATIO CONCEPTS
Phone: (509) 467 -0600
RECEIVED
JUN 12 2006
SPOKANE VALLEY
DEPARTMENT OF
COMMUNITY DEVELOPMENT
Operator: AMB Printed By: AMB Print Date: 6/12/2006
NOTICE
The ownership of a Spokane Valley Development Permit will inure to the property owner. The permit applicant, by
definition, is the property owner or an authorized agent of the property owner. It is the responsibility of the
applicant/permittee that the use described on the front of this permit complies with applicable codes and that required
inspections are requested. Failure to request inspections as listed below and obtain the necessary approvals before
progressing beyond the point where inspections are required may necessitate removal of certain parts of the
construction at the applicant's /permittee's or property owner's expense. At a minimum, the following inspections ARE
REQUIRED by City Code:
FOOTING — when forms and reinforcement are in place and prior to placement of concrete -all structures, including manufactured homes.
NOTE: This inspection includes review of the structure's setback from property lines. Minimum setbacks are established by City of Spokane
Valley Ordinance. Curb lines and fence lines are not necessarily indicative of property lines. The responsibility to comply with applicable
setback provisions lies solely with the permittee- neither the City of Spokane Valley nor its authorized representatives assume any
responsibility for the verification or location of your property lines. Please verify their location prior to locating your structure. Failure to
properly locate the structure may require its relocation at the owner's / permittee's expense.
FOUNDATION — when forms and reinforcement are in place and prior to placement of concrete.
PLUMBING — after rough -in, before covering, and final.
MECHANICAL — rough -in of piping, before covering, metal chimneys before concealment, and final.
FRAMING — after all framing, bracing and blocking is in place, rough electrical, plumbing and mechanical systems are complete, and prior to
concealing.
FINAL — when complete and prior to occupancy and /or use. All permits require final inspection.
NOTE: In addition to inspection of the structure, this inspection includes review of site improvements (typically depicted on the approved site
plan) required by ordinance or as a condition of approval of this permit. Items such as the installation of fire hydrants, fire department access,
on -site drainage ('208' swales), road improvements, parking and landscaping are common requirements of a permit/site plan which must be
completed prior to final approval of a building or issuance of a Certificate of Occupancy.
MANUFACTURED HOMES — Final inspection required when complete, stairs, handrails, skirting, etc. installed, and prior to occupancy;
completed inspection record card must be available on site.
PLUMBING REVERSALS FOR SEWER CONNECTIONS — prior to cover.
RIGHT -OF- WAY /APPROACH — prior to placement of concrete /asphalt or, if gravel approach, after completion.
In addition to the above, any plumbing or mechanical systems or material which would be concealed by framing, drywall, concrete, etc. must
be inspected prior to cover. Check with the Building department for "special inspections" in conjunction with commercial projects.
FOR INSPECTIONS
Please give one working day /24 hour notice. Different parts of your project may require permits and inspections from more than one agency.
Building, plumbing (includes interior reversals for sewer) and
mechanical, City of Spokane Valley Building Division 688 -0054
Road cuts for utilities or driveways, City of Spokane Valley
Public Works 688 -0195 or State Dept of Transportation
324 -6000
Permits and inspections for electrical wiring, State Department of Labor Permits and inspections for Sewer Connection, Spokane County Utilities Division
And Industries 324 -2640 477 -3604
Permits and inspections for on -site septic systems, Spokane Regional Fire sprinkler and alarm systems and private access road inspections, Spokane Valley
Health District 324 -1560 Fire Department 892 -4122
State law RCW 19.122 requires that prior to any excavation the "CALL BEFORE YOU DIG- center must be notified. Call before you dig at least 2 working days in advance, 456 -8000.
PERMIT EXPIRATION AND REFUNDS
All permits shall expire by limitation and be declared void if a) work is not started within 180 days of obtaining a permit, or b) work is
abandoned for 180 days or more after beginning work, or c) after two years from the date of permit issuance, regardless of whether the work is
finished. If a permit is expired for time, a new permit may be obtained for half the permit fee based on the value of the remainder of the work to
finish the original permit.
All refund requests must be made in writing by the original permittee to the Building Official no later than 180 days after the date of fee
payment. 100% refunds will be granted for any fee erroneously paid or collected. Refunds of not more than 80% of a permit fee may be
authorized when no work has been done under the permit issued. Refunds of not more than 80% of a plan review fee paid may be authorized
when an application is withdrawn or cancelled prior to the plan review being completed.
Owner / Agent Date
Staff Approval Date
pokane"s,=,
1s Val ley
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688 -0036 FAX: (509)688 -00
Community Development Www.spokanevalley.ore.corn
Residential Construction
Permit Application
SITE ADDRESS
191415 E,_
ASSESSORS PARCEL NO:
p
--�M UN
❑ New Construction
❑ Addition/Remodel
ALOther: Ci)ePoeT -
A,,rji,is - L
JUN 0 2006
QED
LEGAL DESCRIPTION:
Name" S P014 A Nyv 1-I044J2
Address: t/ s—
City:. .- f'411C /-}/1/.t
Phone: s ?S'-179_3 Fax:
f 4 /_
Zip:
•
Name: / `1 clj ,S 6.1 vP51zg.
Phone: 04-11-_ Q0620
':;
❑ Accessory Bldg
❑ Deck
,4 - /cam
Hof 8�
Name: 4L P,,,� P477;.) Cum.
Address: /V. 9360 41,e l
City: S f'OJCP ti- Zip: `99 Z1 7
Phone: '-/ ,7 -C' e)() Fax: 4/6 7- 7 75
Lic No:,4 LPI,OP 991 ?B,3 Exp. Date: / -3/- L 7
City Business Lic No:
53"2 /, O()
Describe the scope of work in detail: Cost of Project: $ _Z_:3.(...,.,
(A:41-4 G jc- i-tivt � '�� d posts o f ( � ,gi n-cl
��Jl ✓ c'�,i�ilM `.
* * * * * * * * * * * ** *The following
HEIGHT TO PEAK: MUST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * **
DI N$IprIS:
I
MAIN FLOOR TO SQ.
FTG:
FINISHED BASEMENT
SQ. FTG:
# OF BEDROOMS:
DISCLAIMER
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
signatory is the property owner or has permission to represent the property u owner. 3) The
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for All review at the City of done
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
n-be-processed.
2"" FLOOR SQ. FTG:
GARAGE SQ. FTG:
CONSTRUCTION TYPE:
TORIES:
TOTAL HABITABLE SPACE:
UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
AREA:
DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
PROPERTY:
HEAT SOURCE:
SEWER OR SEPTIC?
Signature „'l 2) i2
Method of Payment: (Faxed permit applications
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
REVISED B252DbS
-� Date 5-3/
will only be accepted with major bankcard)
❑ Mastercard ❑ VISA
Expires: VIN #:
❑ Other
yet Perrnit Center
11707 E Sprague Ave, Suite 106
1l 11 ' hley
Spokane Valley, WA 99206
(509)688 -0036 FAX: (509)688 -0037
Community Development ;ww.spokanevallev.org.coln
Residential Construction
Permit Application
SITE ADDRESS 91 15
❑ New Construction ❑ Accessory Bldg
❑ Addition/Remodel ❑ Deck
sl_Other: CarPo ,T - 44,4,,,`%LA,,..
4f
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Name' S POK ANL HW1A42 (44)" -eA
Address: (.405 . 5
City: ,S0'\4_ )e Zip:
Phone: 535- (% 93 Fax:
Name: / 1/1 aci S c rlick2
Phone: f 4 y - Q
Describe the scope of work in detail:
_ C'+1- 4/u.1,4 „tA pc/Er
) 4}iJd �x-s
* * * * * * * * * * * ** *The following
DI )CI `t = ‘°24F'
HEIGHT TO PEAK:
MAIN FLOOR TO SQ.
FTG:
FINISHED BASEMENT
SQ. FTG:
# OF BEDROOMS:
DISCLAIMER
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
n beprocessed.
Name: ,4L !Ale P4771 Cv
Address: A) 9,3e6 j(4.?
City: S Pc}C.,q rve Zip: Z / 7
Phone: -,/(7 - C' Fax: 4/6 7 - 7 7S
Lic No:,(4-LPWPC, 914 7133 Exp. Date: /- 3 /- L. 7
City Business Lic No:
Cost of Project:
of V/ Ar>c ArJi
SSZ1.o0
$ -a-5-tt97-6*,) I
lete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * **
# OF STORIES:
2"4” FLOOR SQ. FTG:
GARAGE SQ. FTG:
UNFIN BASEMENT SQ. FTG:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE
AREA:
CONSTRUCTION TYPE:
DECK/COV. PATIO SQ. FTG:
HEAT SOURCE:
30% SLOPES ON
PROPERTY:
SEWER OR SEPTIC?
Signature �1
tt)
Date
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #:
Expires: VIN #:
Authorized Signature:
REVISED 8252D05
5 =31-06
❑ Other
00 0 00
01 0
2 01
1> )
20
I>
19414 '1940
53'..
•0100.1.1.
A 1-1 Gu LA
LOT SZ
/ 9 1/Ae; tisk, /401
rApetkk
5ccos //...:zot
53
19409
co
0-
tvberevA40-$
ROLL FORMED PANEL PANEL
ROLL FORMED PANEL PANEL
FASCIA, ALUMINUM
I BEAM OR OTHER
STRUCTURAL HEADER
I BEAM OR OTHER
STRUCTURAL HEADER
MULTISPAN
FREESTANDING UNIT
CesZ
= REESTAND!NG SINGLE SPAN COVER
DTH MUST BE AT LEAST
OF PROJECTION FOR
IGLE SPAN ATTACHED
RUCTURES
WIDTH
d
L
CUBIC
F❑❑TING
LEDGER BOARD
0.5' PER 12'
MINIMUM SLOPE
ALL HEADERS MAY
OVERHANG 30% OF
POST SPACING
PROJECTION
4TTACHED SINGLE SPAN COVER
UAY.BE MULTISPAN
MULTIPLE SPAN
HEADERS ARE ALLOWED
PATIO COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS AND
CARPORTS ARE LIMITED
TO 18' HEIGHT
3.5' CONCRETE
SLAB (OPTIONAL)
ALL PANELS
MAY OVERHANG
30% OF THEIR
CLEARSPAN
CUBIC
FOOTING
[PUTNAM EN(
3441 IVYLI
LYNCHBURG,
(434) 384 -
CARLPUTNAI
SINGLE SPAN
FREESTANDING UNIT
3.5' CONCRETE
SLAB (OPTIONAL)
71
2.440
1.420
24.00
3292
0.429
41_
75
8.300 \
0.444
3'x24' STRUCTURAL PANEL
3004H36 ALUMINUM
ASTM A -653 GRADE 40 STEEL
0.500 0,650
.71-- 3.000
4'x12' STRUCTURAL VEE PANEL
3004H36 ALUMINUM
ASTM A -653 GRADE 40 STEEL
2.5'x6' FLAT PANEL
3004H36 ALUMINUM
TOTES:
FASTEN ALL PANELS TO FASCIA HEADERS WITH SHEET METAL METAL ❑CREWS (SMS) DR SELF DRILLING SCREWS (SIDS).
FASTEN ALL PANELS TO ❑
3, 90 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12'.
4, 105 MPH EXPOSURE B AND C REQUIRE TWO SCR S AT
TCRHE HEADER 2AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS
JNDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE
{-- 4.000
4'OR5'
.4.000 '-
09 1
0.125-
0.125'X4'x4' POST
6063T6 ALUMINUM
x0.032
L!
r 0.062
1.500 11.500
L5' SQ TWIN POST
3004H36 DR 6063T6
ALUMINUM
11
-j -1.005
0.075
6.110
1.375
1.915
f- 3.650 --1
6' SMOOTH GUTTER
6063T6 ALUMINUM
0.188 -
4' OR 5' SQUARE
STEEL POSTS ASTM A36
0274
0.577
4.100
3.000
0 075'X3'x3" POST
6063T6 ALUMINUM
1.299 7
3.993
--11.7021- \/
HANGERS FOR 4' PANELS
6063T6 ALUMINUM
EXTRUDED ALUMINUM CLI'
FOR 4' PANELS �° - R0.315
Ob4A
FOR 3' PANELS
1 I
1- -1.000
6.110
1.4763- I
OA75
R0.380
3.000
3.000 f sty
--I r -0.872
0,062'X3'x3° MAGNUM POST
6063T6 ALUMINUM
0.062
3.662 9
3.600 1
3 3.100
3.081
\F1 I--1012 -{ 1.7024 -
HANGERS FOR 3' PANELS
6063T6 ALUMINUM
.1100
1B
0.640 `R0.315
20_ 50
0.480) I-- 3.770- ---I
6' MAGNUM GUTTER
6063T6 ALUMINUM
5.110
0.470
A 0.480- H 3.770 --,
�5' MAGNUM GUTTER
6063T6 ALUMINUM
0.075 2.050
5.782 0.055
1-- 3.442 -i
FASCIA SPLICES MUST BE WITHIN 12' OF A POST.
6' MAGNUM SPLICE 6063T6 ALUMINUM
r 0.028
3.000
0.032 ALUM
0.043 STEEL
3' CLOVERLEAF POST
3004H36 ALUMINUM
ASTM A -653 GRADE 40 STEEL
1.812
-0.050
0.062
AWNING RAIL
6063T6 ALUMINUM
1' 1411,4
it
0 0 0
I1'�N
6 0 0 0
0
0 0 0
NWSWASeia
PMWMft
1 1111
^'c:QES
PUTNAM Et
3441 IVYL
LYNCHBUR(
<434) 384
CARLPUTN,
o.et M C
9f27
moan
VEST
sw• NTS
—1 2500 1--
0.750
12.000
I- 3.500---+ STEEL C BEAMS ARE 12
11 14 CA,UGE'> AND
16 6 (0.0 (0.060') ) GAUGE
THICKNESS
10.000
0.750
DOUBLE STEEL C BEAM STEEL C BEAMS ASTM A -653 GRADE 50
2.500
6.000
fl
2 -M10 SMS 2 EACH CONTACT
(ROOF PAN TO 1- BEAM),TYP.
TWO 3/8' BOLTS
W/ 1.5' STEEL WASHER
HEAVY DUTY BRACKET
ALUM OR STEEL
FOUR 3/8' BOLTS
ONE 3/8' BOLTS
FOR d =31' FOOTING
TWO 3/8' BOLTS
FOR d =39' FOOTING
3'x3' CLOVERLEAF
STEEL POST
I BEAM CONNECTI ❑N
POST DETAIL
VA10 OR VA09
1 BEAM CONNECTION
0.125
o.tt�
0.750
0.4403 0.125 ii
4.000
0.085
f-
4'x3' I BEAM
6063T6 ALUMINUM
x0.625
IT
T
1/2' BOLT
(8 PLCS)
7'x4' I BEAM
6063T6 ALUMINUM
1.000 --{ r_1A00
10.375
6.625
— {L750H
1.000
32' FOR 7' I BEAM
24' FOR 4' I BEAM
7' & 4' I BEAM SPLICES 6063T6 ALUMINUM
LENGTHS ARE FOR FULL MOMENT SPLICES
SHEAR SPLICES <WITHIN 2' OF A POST> NEED
ONLY BE 8' LONG.-AN ALTERNATE
ALLOWABLE CONFIGURATI ❑N IS BOLTS IN A
SINGLE LINE
CIAL AND PATIO STRUCTURES
V' Tri Vee Panel
Panel Wind Speed and
d Gauge Exposure B
) (in) 90 110
Exposure
Exposure C
90 110
20
0.020
9' -6"
9' -6"
9' -6"
9' -6"
0.025
11' -2"
11' -2"
11' -2"
11' -2"
0.032
13' -5"
13' -5"
13' -5"
13' -5"
0.040
14' -10"
14' -10"
14' -10"
14' -10"
3teel0.018
11' -8"
11' -8"
11' -8"
11' -8"
25
0.020
' 9' -3"
9' -3"
9' -3"
9' -3"
10' -1"
0.025
10' -11"
10' -11"
10' -11"
10' -11"
_
0.032
13' -2"
13' -2"
13' -2"
13' -2"
.,
-= tC
0.040
14' -7"
14' -7"
14' -7"
14' -7"
3tee10.018
11' -5"
11' -5"
11' -5"
11' -5"
1
0.020
8' -6"
8' -6"
8' -6"
8' -6"
12' -10'
0.025
10' -0"
10' -0"
10' -0"
10' -0"
15' -5"
0.032
12' -0"
12' -0"
12' -0"
12' -0"
7' -8"
0.040
13' -9"
13' -9"
13' -9"
13' -9"
'Steel 0.018
10' -4"
10'-4"
10' -4"
10' -4"
40
0.020
' 7' -4"
7'-4"
7' -4"
7' -4"
13' -5 "`
0.025
8' -8"
8' -8"
8' -8"
8' -8"
6' -11"
0.032
10' -5"
10' -5"
10' -5"
10' -5"
7' -11"
0.040
12' -2"
12' -2"
12' -2"
12' -2"
Stee10.018
8' -10"
8' -10"
8' -10"
8' -10"
)
0.020
6' -7"
6' -7" '
6' -7"
6' -7"
6' -3"
0.025
7' -9"
7' -9"
7' -9"
7-9"
7' -3"
0.032
9'-4"
9' -4"
9' -4"
9'-4"
9' -2"
0.040
10' -11"
10' -11"
10' -11"
10' -11"
Steel 0.018
7' -9"
7' -9"
7'-9"
7' -9"
0
0.020
' 6' -0"
F' -0"
6' -0"
6' -0"
0.025
7' -1"
7' -1"
7' -1"
7' -1"
0.032
8'-6"
8'-6"
8' -6"
8' -6"
0.040
10' -0"
10' -0"
10' -0"
10' -0"
Stee10.018
6' -11"
6' -11"
6' -11"
6' -11"
TABLE 1.2
iNG UP TO 30% OF THEIR CLEARSPAN
4 "x12" Vee Panel (Single Span Only)
Live Panel Wind Speed and
Load Gauge Exposure B
(psf) (in) 90 110
Exposure
Exposure C
90 110
20
0.020
12'-6"
12'-6"
12' -6"
11'-4"
0.025
14' -10"
14' -10"
14' -10"
13'-6"
0.032
17' -9"
17' -9"
:17' -9"
16' -5"
0.040
19' -2"
19'4°009%2"
17' -2"
.. 19' -2"
Steel 0.018
14' -5"
14' -5 -
14' -5"
14' -5"
25
0.020
12' -3"
12' -iia
12' -3"
„, 11'-4"
10' -1"
0.025
14' -5"
14'- 9V
14' -5"
' 13' -6"
_
0.032
17'-4"
17'17'-4"
16-9"
16' -5"
.,
-= tC
0.040
18' -10"
18' -10"
X18' -10"
18' -10"
Steel 0.018
14' -0"
14'
14' -0"
14' -0"
30
0.020
11' -2"
- 11'11'-2"
12' -10'
11' -2"
12' -10'
0.025
13' -3"
13' -3"
13' -3"
13' -3"
15' -5"
0.032
15' -10"
15'- 100""*y15'
-10"
15' -10"
7' -8"
0.040
17' -10"
17'-
17' -10"
17' -10"
Stee10.018
12' -8"
12' -8"
12' -8"
- h2' -8"
40
' 0.020'
9' -8"
9' -8"
9' -8? '
` 9' -8"
13' -5 "`
0.025
11' -6"
- 11'-6"
11'-6"
11' -6"
6' -11"
0.032
13' -9"
13' -9"
13' -9"
13' -9"
7' -11"
0.040
15' -11"
15-11"
15' -11"
15' -11"
Steel 0.018
10' -8"
10' -8"
10' -8"
10' -8"
50
0.020
8' -8"
8' -8"
8' -8"
8' -8"
6' -3"
0.025
10' -3"
10' -3"
10' -3"
10' -3"
7' -3"
0.032
12' -4"
12'-4"
12' -4"
12'-4"
9' -2"
0.040
14' -3"
14' -3"
14' -3"
14' -3"
Steel 0.018
9'-4"
9'-4"
9'-4"
9' -4"
60
0.020
7' -11"
7' -11"
7' -11"
7' -11"
0.025
9' -5"
9' -5"
9' -5"
9' -5"
0.032
11' -3"
11' -3"
11' -3"
11' -3"
0.040
13' -1"
13' -1"
13' -1"
13' -1"
Steel 0.018
8' -3"
8' -3"
8' -3"
8' -3"
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
(434) 384 -2514
carlputnamAadelphia.net
Viking 2.5'x6" Flat Panel
Live Panel Wind Speed
Load Gauge Exposure B
(psf) (in) 90 110
and Exposure
Exposure C
g0 110
20
0.020
9' -11"
9' -11"
9' -11"
8'-1"
0.024
11' -5"
11-5"
11-5"
10' -1"
0.032
14'-4"
14' -4"
14'-4"
14' -0"
0.040
17' -2"
17' -2"
17' -2"
17' -2"
25
0.020
9' -8"
9' -8"
9 -8"
8'-1"
0.024
11' -1"
11' -1"
11' -1"
10' -1"
-0.032
14' -0"
14' -0"
14' -0"
14' -0"
0.040
16' -9"
16-9"
16' -9"
16' -9"
30
0.020
8' -10"
8' -10"
'8' -10"
8' -1"
0.024
10' -2"
10' -2"
10' -2"
10' -1"
0.032
12' -10'
12' -10'
12' -10'
12' -10"
0.040
15' -5"
15' -5"
15' -5"
15' -5"
40
0.020
7' -8"
7' -8"
7' -8"
7' -8"
0.024
8' -10"
8' -10"
8' -10"
8' -10"
0.032
11' -2"
11' -2"
11' -2"
11' -2"
0.040
13' -5"
13' -5 "`
3' -5"
13' -5"
50
0.020
6' -11"
6' -11"
6-11"
6' -11"
0.024
7' -11"
7' -11"
7' -11"
7' -11"
0.032
10' -0"
10' -0"
10' -0"
10' -0"
0.040
12' -0"
12' -0"
12' -0"
12' -0"
60
0.020
6' -3"
6' -3"
6' -3"
6' -3"
0.024
7' -3"
7' -3"
7' -3"
7' -3"
0.032
9' -2"
9' -2"
9' -2"
9' -2"
0.040
11' -0"
11' -0"
11' -0"
11' -0"
Viking 2.5 "x6" Panel (Single Span Only)
Live Panel Wind Speed and
Load Gauge Exposure B
(psf) (in) 90 110
Exposure
Exposure C
90 110
20
0.020
12' -5"
10' -0"
11' -1"
8' -1"
0.024
14' -6"
12' -2"
13' -6"
10' -1"
0.032
16-0"
16-0"
16' -0"
14' -0"
0.040
17' -2"
17' -2"
17' -2"
17' -2"
25
0.020
12' -2"
10' -0"
11' -1"
8' -1"
0.024
14' -2"
12-2"
13'-6"
10' -1"
0.032
15' -9"
15-9"
15' -9"
14' -0"
0.040
16' -11"
16' -11"
16' -11"
16-11"
30
0.020
11' -1"
10' -0"
11' -1"
8' -1"
0.024
12.-11"
12' -2"
12'-11"
10'-1"
0.032
14' -10"
14' -10"
14' -10"
14' -0"
0.040
16' -0"
16' -0"
16' -0"
16' -0"
40
0.020
9' -8"
9' -8"
9' -8"
8'-1"
0.024
11' -3"
11' -3"
11' -3"
10' -1"
0.032
13' -7"
13' -7"
13' -7"
13' -7"
0.040
14' -7"
14' -7"
14' -7"
14' -7"
50
0.020
8' -8"
8' -8"
8' -8"
8'-1"
0.024
10' -1"
10' -1"
10' -1"
10' -1"
0.032
12'-6"
12' -6"
12' -6"
12' -6"
0.040
13' -7"
13' -7"
13' -7"
13' -7"
60
0.020
7' -11"
7' -11"
7' -11"
7' -11"
0.024
9' -3"
9' -3"
9' -3"
9' -3"
0.032
11' -5"
11' -5"
11' -5"
11' -5"
0.040
12' -9"
12' -9"
12' -9"
12' -9"
Mesquite, TX 75149
(972) 285 -8811
F(972) 882 -8818
Page 1 of 27
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
of
,STAmt NGI ESQ
c� G t a SedecTicgj
4//J / °CD
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
EVIEw D SPOKANE AOLLRECODE COG PLIA ONE
IVY