2007, 09-24 Permit App: 07003662 CarportPmject Number: 07003662 Inv: 1 Application Date: 9/24/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Parcel Number: 55083.9066 Block: Lot:
SiteAddress: 1714 N HODGES LN Owner: Name: MISSION MEADOWS
Address: 15918 E CAMERON CT
Location:: CSV SPOKANE VALLEY, WA 99037
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
Review
Building Plan Review
Originally Released:
Landuse/Zoning/HE Conditions
Released By:
9/24/2007 By: TMELBOU
Released By:
Originally Released: 9/19/2007 By: mharnois
Permits:.,,,. .,.... ,..... r..r_ ,........ w,... 4,
Operator: JD Printed By: JD Print Date: 9/24/2007
Project Number: 07003662 Inv: I Application Date: 9/24/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
SPOKANE WA 99217
Description Gro Tyne Notes
CARPORT OP R-3 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Building Permit
Firm: ALPINE PATIO CONCEPTS
Phone: (509)467-0600
Total Project:
Sa Ft Valuation
644 $9,660.00
644 $9,660.00
Fee Amount
$181.25
$4.50
$72.50
Permit Total Fees: $258.25
Notes,.,
PERMIT IS FOR NEW HOME ONLY. DOES NOT INCLUDE CARPORT -MH
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary _, - . .
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owina
Building Permit $258.25 $258.25 $0.00 $258.25
$258.25 $258.25 $0.00 $258.25
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: JD Printed By: JD Print Date: 9/24/2007
This Application:
So Ft
Valuation
644
$9,660.00
Totals:
644
$9,660.00
Units
Unit Desc
I
SELECT
1
SELECT
1
SELECT
Total Project:
Sa Ft Valuation
644 $9,660.00
644 $9,660.00
Fee Amount
$181.25
$4.50
$72.50
Permit Total Fees: $258.25
Notes,.,
PERMIT IS FOR NEW HOME ONLY. DOES NOT INCLUDE CARPORT -MH
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary _, - . .
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owina
Building Permit $258.25 $258.25 $0.00 $258.25
$258.25 $258.25 $0.00 $258.25
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: JD Printed By: JD Print Date: 9/24/2007
�,,. �ZIe Permit Center RECEIVED BY
11707 E Sprague Ave, Suite 049Y OF SPOKANE VALLEY
�v Spokane Valley, WA 99206
J (509)688-0036 FAX: (509)688-003SCr-
P 17 2007
Community Development M'w.st>okanevallev ori com
Residential Construction
Permit Application
SITE ADDRESS I—?)4 i) f I Dd'o
ASSESSORS PARCEL NO:
PERMIT CEAITER
BY. 1'i .
❑ New Construction
❑ Addition/Remodel
Other: L" Ply
LEGAL DESCRIPTION:
Describe the scope of work in detail:
Z
Name:
Address:
❑ Accessory Bldg
❑ Deck
c:rty: �pdk c}i►.�
Phone: 4 (07 - U �— DO Fax:
Lic No: t,lCJAJ& 94-7b3 Exn.
Business Lic No:
Date: el — 6 $
Co//st�� of Project:
rt A
—wuyCs ana agrees by their signature that 1) If this permit is for construction of or on a dwelling, the
dwelling i&Wll 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 propertyP Percy owner. b The
in full compliance with the City of Spokane Valley Development Code. Referenced Codes are able for Irevieconstruction 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
-2FlL�liea4ini®. J �„vi.ca�-
Signature
Method of Payment
❑ Cash
Bankeard #:
Date ` r 1 6 -7
(Faxed permit applications will only be accepted with major bankcard)
❑ Check ❑ Mastercard ❑ VISA
Expires: VIN#:
Authorized Signature:
❑ Other
'-TTIIIIMFEE�
777''�
❑ New Construction
❑ Addition/Remodel
Other: L" Ply
LEGAL DESCRIPTION:
Describe the scope of work in detail:
Z
Name:
Address:
❑ Accessory Bldg
❑ Deck
c:rty: �pdk c}i►.�
Phone: 4 (07 - U �— DO Fax:
Lic No: t,lCJAJ& 94-7b3 Exn.
Business Lic No:
Date: el — 6 $
Co//st�� of Project:
rt A
—wuyCs ana agrees by their signature that 1) If this permit is for construction of or on a dwelling, the
dwelling i&Wll 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 propertyP Percy owner. b The
in full compliance with the City of Spokane Valley Development Code. Referenced Codes are able for Irevieconstruction 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
-2FlL�liea4ini®. J �„vi.ca�-
Signature
Method of Payment
❑ Cash
Bankeard #:
Date ` r 1 6 -7
(Faxed permit applications will only be accepted with major bankcard)
❑ Check ❑ Mastercard ❑ VISA
Expires: VIN#:
Authorized Signature:
❑ Other
W
LOT 15
>- Q ,-_ s
o z N ! 1' 14 N. Hodges Lane
iii
wo North
Uo w
owe L CL
Scale: 1" is20'
0
Reagent approval of site plan .�.
&ature �'j/�tdate %//7/€b7
nature date
I
HODGES LANE
it
A T TF1)
May 1, 2007
Carl Putnam P.E.
3441 Ivylink Place
Lynchburg, VA 24503
.......................
Putnam,'. E.
RECEIVED BY
CITY OF SPOKANE VALLEY
Thad W. Shoesler
Alpine Patio Concepts, Inc.
9300 N Market Street
Spokane, WA 99217
Dear Thad:
SEP 17 2007
PER CENTER
BY.
I am the engineer of record for the Metals USA: Engineering for Aluminum Patio Covers,
Carports and Commercial Structures. These plans are standard plans and are designed so
that a non design professional can easily determine the components/details required to build
a structure. Alpine Patio Concepts, Inc. is a customer of Metals USA and the engineering
package is applicable to all structures they build within the scope of the plans. I am licensed
in 25 states and these plans are used similarly all over the country.
Please contact me at (434) 384-2514 or at cad putnam[D_comcast. net if you require further
information.
Sincerely,
Carl Putnam, P.E.
Cc: Mike Irvin
.0 STRUCTURAL PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
"x12" Vee Panel 3"x24" Tri Vee Panel
Ave Panel Wind Speed and Exposure
.oad Gauge Exposure B Exposure C
psf) (in) 90 110 90 110
20 0.020
0.025
0.032
0.040
Steel 0.018
25 0.020
0.025
0.032
0.040
Steel 0.018
30 0.020
0.025
0.032
0.040
Steel 0.018
10'-8"
12'-3"
14'-4"
16'-9"
14'-2"
13-8"
12'-3"
14'-4"
16-9"
14'-2"
10'-8"
12'-3"
14'-4"
16-9"
14'-2"
10'-8"
17-3"
14'-4"
16-9"
14'-2"
10'-5"
11'-11"
14'-0"
16-4"
13-10"
9'-6"
10'-11"
12-10"
14'-11"
12'-8"
10'-5"
11-11"
14'-0"
16'-4"
13'-10"
9'-6"
10'-11"
12'-10"
14'-11"
12'-8"
10'-5"
11'-11"
14'-0"
16'-4".
13'-10"
9,-0.
10'-11"
12'-10"
14'-11"
12'-8"
10'-5"
11'-11"
14'-0"
16'-4"
13'-10"
9'-6"
10'-11"
12'-10"
14'-11"
12'-8"
40 0 020
0.025
0.032
0.040
Steel 0.018
8-3"
9._6"
11'-2"
13-0"
16-8"
8'-3"
9'-6"
11'-2"
13-0"
10'-8"
8'-3"
6-6"
11-2"
13'-0"
10'-8"
8'-3"
9,-6"
11-2"
13-0"
16-8"
50 0.020
0.025
0.032
0.040
Steel 0.018
7'-5"
8'-6'
10'-0"
11-8"
7-5"
8'-6"
10'-0"
11'-8"
9'-4"
7'-5"
8'-6"
10'-0"
11 '-8"
9'-4"
7'-5"
8'-6"
10'-0"
11-8"
9'_4..
60 0.020
0.025
0.032
0.040
Steel 0.018
7'-g"
9._2"
10'-8"
8'-3"
6-9"
7-9"
9,_2"
1g-8"
8'-3"
6-9"
7'-g.,
9,_2"
10'-8"
8'-3"
6-9"
7'-9"
9'-2"
10'-8"
8'-3"
4"x12" Vee Pana (Single Span Only)
Live Panel Wind Speed and
Load Gauge Exposure 8
(psf) (in) 90 110
Exposure
Exposure C
90 110
20
Stee10.018
0.020
0.025
0.032
0.040
6-6"
11'-2"
13'-5"
14'-10"
11'-8"
9'-6"
11-2"
13'-5"
14'-10"
11'-8"
6-6"
11-2"
13-5"
14'-10"
11-8"
6-6"
11._2,
13-5"
14'-10"
11'-8"
25
Steel
0.020
0.025
0.032
0.040
0.018
9'-3"
10'-11"
13-2"
14.-7"
11'-5"
9'-3"
10'-11"
13'-2"
14,_7,
11'-5"
9'-3"
10'-11"
13,_2"
14'-7"
11-5"
9'-3"
10'-11"
13'_2"
14'-7"
11'-5"
30
Stee10.018
0.020
0.025
0.032
0.040
6-6"
10'-0"
12'-0"
13,_9"
10'-4"
6-6"
10'-0"
12'-0"
13_9"
10'-4"
13-6"
10'-0"
12'-0"
13,_9"
10'-4"
8'-6"
10'-0"
12'-0"
13_9"
10'-4"
40
Steel
0.020
0.025
0.032
0.040
0.018
7'-4"
6-8"
10'-5"
12'-2"
8'-10"
7'-4"
8'-8"
10'-5"
12'-2"
8'-10"
7'-4"
8'-8"
10'-5"
12'-2"
8'-10"
7'-4"
8'-8"
10'-5"
12'-2"
8-10"
50
Steel
0.020
0.025
0.032
0.040
0.018
6'-7"
7-9"
9'-4"
10'-11"
7-9"
6-7"
7'-9"
9'-4"
10'-11"
7-9"
6-7"
7'-9"
9'-4"
10'-11"
7'-9"
6'-7"
7'-9"
9'-4"
10'-11"
T-9"
60
.
Steel
0.020
0.025
0.032
0.040
0.018
6'-0"
7-1"
8'-6"
10'-0"
6-11"
6-0"
7'-1"
8'-6"
10'-0"
6-11"
6-0"
7'-1"
8'-6"
10'-0"
6-11"
6'-0"
7'-1"
8'-6"
10'-0"
6'-11"
TABLE 1.1 r HeLc r.
ALL PANELS MAY OVERHANG UP TO 30% OF THEIR CLEARSPAN
Live Panel Wind Speed and Exposure
Load Gauge Exposure B Exposure C
(psf) (in) 90 110 90 110
11'-4"
13-6"
16-5"
19'-2'
14'-5"
20 0.020
0.025
0.032
0.040
Steel 0.018
12'-6"
14'-10"
17'-9"
19'-2"
14'-5"
12'-6"
14'-10"
1T-9"
19'-2"
14'-5"
12'-6"
14'-10"
17'-9"
19.-2"
14'-5"
25 0.020
0.025
0.032
0.040
Steel 0.018
12'-3"
14'-5"
17'-4"
18'-10"
14'-0"
12'-3"
14'-5"
17-4"
18'-10"
14'-0"
12'-3"
14'-5"
17'-4"
18'-10"
14'-0"
11'-4"
13'-6"
16-5"
18'-10"
14'-0"
30 0.020
0.025
0.032
0.040
Steel 0.018
11-2"
13-3"
15-10"
17-10"
12'-8"
11-2"
13-3"
15-10"
17'-10"
17-8"
11'-2"
13'-3"
15-10"
17'-10"
12'-8"
11-2"
13'-3"
15-10"
17'-10"
12'-8"
40 0.020
0.025
0.032
0.040
Steel 0.018
9.-8"
11'-6"
13'-9"
15-11"
10'-8"
9-8"
11-6"
13'-9"
15'-11"
10'-8"
9._8"
11'-6"
13-9"
15-11"
10'-8"
9,-8"
11-6"
13'-9"
15'-11"
10'-8"
Viking 2.5'x6" Flat Panel
50 0.020
0.025
0.032
0.040
Steel 0.018
8,-8"
10'-3"
12'-4"
14'-3"
8'-8"
10'-3"
17-4"
14'-3"
8'-8"
10'-3"
12'-4"
14'-3"
8'-8"
10'-3"
12'-4"
14'-3"
9,-4"
60 0.020
0.025
0.032
0.040
Steel 0.018
T-11"
9,_5"
11'-3"
13'-1"
8'-3"
7-11"
9._5.,
11'-3"
13'-1"
8'-3" _
7,_11"
9._5„
11-3"
13-1"
8'-3"
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
(4341 384-2514
carlputnam 8adelphia.net
7'-11"
9,_5„
11,_3"
13'-1"
8'-3"
TABLE 1.3
Lrve Panel Wind Speed and Exposure
Load Gauge Exposure B Exposure C
(psf) (in) 90 110 90 110
6_11" 8'-1"
11-5" 10'-1"
14'-4" 14'-0"
17._2" 1T_2"
6-8" 8-1"
11'-1" 10.-1"
14,_0" 14'-0"
15-9" 16-9"
8-10" 8'-1"
10'-2' 10'-1"
2'-10' 12-10"
15-5" 15'-5"
7'-8" 7-8"
8'-10" 8'-10"
11-2" 11'-2"
13'-5" 13-5"
6-11" 6-11"
7'-11" 7'-11"
10'-0" 10'-0"
12'-0" 12'-0"
6-3" 6-3"
7'-3" 7'-3"
9,-2" 9.2"
11-0" 11'-0"
20
25
30
40
0.020
0.024
0.032
0.040
0.020
0.024
0.032
0.040
0.020
0.024
0.032
0.040
9'-11" 9'-11"
11-5" 11-5"
14'-4" 14-4"
17'-2" 17-2"
0.020
0.024
0.032
0.040
50 0.020
0.024
0.032
9.-8" 9.-8"
11'_1" 11'-1"
14'-0" 14'-0"
16,-9" 16_9"
8'-10" 6-10"
16_2" 16-2"
12'-10' 12'-10'1
15._5" 15_5.
0.040
60 0.020
0.024
0.032
0.040
7'-8" 7'-8"
6-10" 8'-10"
11,_2" 11,_2,
13'-5" 13-5"
6-11" 6-11"
7'-11" 7'-11"
10'-0" 10'-0"
12'-0" 12'-0"
6-3" 6-3"
7'-3" 7'-3"
9._2" 9,_2"
11'_0" 11-0"
Viking 2.5"x6" Panel (Single Span Only)
Live Panel Wind Speed and Exposure
Load Gauge Exposure B Exposure C
(psf) (in) 90 110 90 110
8'-1"
10'-1"
14'-0'
1T 2'
TABLE 1.4
20
30
50
60
0.020
0.024
0.032
0.040
0.020
0.024
0.032
0.040
12'-5"
14'-6"
16-0"
17'-2"
12'-2"
14'-2"
15-9"
16-11
0.020
0.024
0.032
0.040
0.020
0.024
0.032
0.040
N.111ETHIS
BUILDING PRODUCTS
Mesquite, TX 75149
(972) 285-8811
F(972) 882-8818
0.020
0.024
0.032
0.040
10'-0"
12'-2"
16-0"
17'-2"
10'-0"
12-2"
15'-9"
16-11"
11'_1" 10'-0"
12'-11" 12'-2"
14'-10" 14'-10"
16-0" 16-0"
0.020
0.024
0.032
0.040
er
9._8"
11'-3"
13'-7"
14'-7"
8._8"
10'-1"
12'-6"
13-7"
7.11.,
9._3.,
11'-5'
12'-
r��n.
t:r
9._8„
11'-3'
13-7'
14'-7'
-t.
10'-1"
12'-6
13-7'
11'-1"
13'-6"
16'-0"
17'-2"
11'-1'
13'-6
15-9'
16'-11"
7'-11"
9-3„
11'-5'
12'-9'
11'-1"
12'-11"
14'-10"
16-0"
11'-3"
13'-7"
14'-7'
8'-8"
10'-1"
12'-6"
13'-7'
8 -1"
10'-1"
14'-0"
16'-11"
7_11„
9'-3"
11'-5"
12'-9"
8'-1"
10'-1"
14'-0"
16'-0'
8-1"
10'-1'
13-7"
14'-7"
6-1"
10'-1"
12'-6"
13'-7"
7'_11"
9, 3"
11'-5"
12'-9"
TABLE 1.5
o Page 1 of 27
Orn
mu) �m
0
zp
m
CO
1
m
ROLL FORMED PANEL PANEL
FASCIA, ALUMINUM
I BEAM OR OTHER
STRUCTURAL HEADER
ROLL FORMED PANEL PANEL
FREESTANDING SINGLE SPAN COVER
Di
WIDTH MUST BE AT LEAST
75% OF PROJECTION FOR
SINGLE SPAN ATTACHED
STRUCTURES
WIDTH
d
d
CUBIC
FOOTING
LEDGER BOARD
0.5' PER 12'
MINIMUM SLOPE
I BEAM OR OTHER
STRUCTURAL HEADER
MULTISPAN
FREESTANDING UNIT
CIRCULAR FOOTING
ALL HEADERS MAY
OVERHANG 30% OF
POST SPACING
HEADIPLE SPAN
//////-
HEADERS ARE ALLOWED
C147 c)
C]
Q-
-' v.
a: O O
iii
Z N-
L (9 g p
Fi
N Zv'
1111
111
111111 r
i
ALL PANELS
MAY OVERHANG
30% OF THEIR
CLEARSPAN
i
CUBIC
FOOTING
ATTACHED SINGLE SPAN COVER
MAY BE MULTISPAN
PATIO COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS AND
CARPORTS ARE LIMITED
TO 18' HEIGHT
3.5' CONCRETE
SLAB (OPTIONAL)
d
L
SINGLE SPAN
FREESTANDING UNIT
3.5' CONCRETE
SLAB (OPTIONAL)
PUTNNI ENGINEERING
3441 IVYLINK PLACE
LYNCHBURG. VA 24503
(434) 384-2514
CORLPUT144/42ADELPHIANET
..".,
CMP
owa A CM
Awe
9/2/2005
Nor' VEST0I.DVG
St .
1 ar 7
or'
0.871
1.420
2400
3'xc4' STRUCTURAL PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
0.500
0.806
2.419
0.806,
�I 3000
4'x12' STRUCTURAL VEE PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
0 4;0
1.000 5920
2.460
2.5100
I
0.600
1
O 60001
os
2.5'x6' FLAT PANEL
3004H36 ALUMINUM
NOTES;
1. FASTEN ALL PANELS TO FASCIA WITH #10 SHEET METAL SCREWS (SMS) OR SELF DRILLING SCREWS (SDS).
2. FASTEN ALL PANELS TO OTHER HEADERS WITH #14 SMS OR SDS.
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 SCREWS AT THE HEADER AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS
UNDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12'
O09
1-4.00D-{
4.000
0.125
0.125'X4'x4' POST
6063T6 ALUMINUM
F0.032
1
1-1062
11.500 a I--1500
1.5' SQ TWIN POST
3004H36 OR 6063T6
ALUMINUM
-1 I-1005
0.075
6.110
1.375
1.913
O1--3650-I
r
6' SMOOTH GUTTER
6063T6 ALUMINUM
4' OR 5'
0188-
4' OR 5' SQUARE
STEEL POSTS ASTM A36
0274
0577
-Ti-T7
/ 1.299
- 1.702t--
3.000
O
0.075'X3'x3' POST
6063T6 ALUMINUM
3.993
f--1.000
HANGERS FOR 4' PANELS
6063T6 ALUMINUM
EXTRUDED ALUMINUM CLIP
1
6.10
11.476
6640 80315
FIIt 4' PANELS
0.075 2050
zl
0.4e0-1 I--3.770-1-1-
6' MAGNUM GUTTER
6063T6 ALUMINUM
R0.380
' --1 1-0.872
0.062'X3'x3° MAGNUM POST
6063T6 ALUMINUM
-3662
0.062 3.6001-1
/
3.100
3.081 I
r-1.012
3i0
18
-I L7021--
HANGERS
702HHANGERS FOR 3' PANELS
6063T6 ALUMINUM
0.64
R0.315
FOR 3' PANELS
5.10
10.476
t 0.075 2.150
0480) -anO-j
5' MAGNUM GUTTER
6063T6 ALUMINUM
5.782 0.055
0028
0.032 ALUM
0.043 STEEL
3' CLOVERLEAF POST
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
MIM
1.812
0.050
062
1
AWNING RAIL
6063T6 ALUMINUM
1-.442 -1
FASCIA SPLICES MUST BE WITHIN 12' OF A POST.
6' MAGNUM SPLICE 6063T6 ALUMINUM
1
1
EXPIRES--Q,2-=S'
PUTNAM ENGINEERING
3441 IVYLINK PLACE
LYNCNBIRG, VA 24503
0434) 384-2514
CARLPUTNAMQADELPNIANET
/owm a CMP
0001 0 C11P
om. 9/2/2005
moo..
VEST03.DVG
,:" NTS I ""3 of 7,
rr ION
Y 0
1I'
0
�
o
1
}
00
0 0
0
0
0 0
0
1-.442 -1
FASCIA SPLICES MUST BE WITHIN 12' OF A POST.
6' MAGNUM SPLICE 6063T6 ALUMINUM
1
1
EXPIRES--Q,2-=S'
PUTNAM ENGINEERING
3441 IVYLINK PLACE
LYNCNBIRG, VA 24503
0434) 384-2514
CARLPUTNAMQADELPNIANET
/owm a CMP
0001 0 C11P
om. 9/2/2005
moo..
VEST03.DVG
,:" NTS I ""3 of 7,
5.683
lol°23750
ao6ot
I 0.060
STANDARD BRACKET
FOR CLOVERLEAF POSTS
6063 76 ALUMINUM
VA g,
BRACKETS FOR 1.5' SQ TWIN POSTS
6063 76 ALUMINUM
8.250
2.702
0.090
BRACKET
FOR 3' SOUARE POSTS
6063 T6 ALUMINUM
OJ
ti
I
2.72' H
U7
CU
—0.188'
55'
ALUM. HEAVY DUTY BRACKET
6063—T6
O 0 ° O
0 ° 0 0 ri
O
0
O
0.125—
HEAVY DUTY BRACKET 1--3400-1
FOR CLOVERLEAF POSTS
A-653 GRADE 37 STEEL
0490
I -2308-I 1-2.375-1
0.060 I I DBRACKET
DIMENSIONS
EXCEPT THICKNESS
ARE APPROXIMATE
'U' BRACKET
FDR CLOVERLEAF POSTS
6063 76 ALUMINUM
0460
STANDARD BRACKET
FOR 3' SQUARE POSTS
6063 76 ALUMINUM
ALUM BRACKET
FOR 3' SOUARE
POSTS 606316
FASCIA
3/8' BOLTS V/
IS' STEEL vASHER
3' POST
EIGHT 810 SMS
0R SDS SCREWS
TDP 0R BOTTOM
OF POST
I
2'MIIN
1—L -I
0.125 STEEL ASIR A653
GRADE 33 OR
0.125' 6063T5 ALUM.
'L' DEPENDS ON DETAIL 8650 IS
2.5'
ONE 3/8' BOLT FOR ALL SLAB
CONNECTIONS LP TO 110 EXPOSURE
C OR d'24' FOOTING.
TV0 3/8' BOLTS FOR FOOTINGS
UP TO d= 30' TOP OR BOTTOL
CONNECTION TO POST
STANDARD ALUMINUM
BRACKET DETAIL
VA35 OR VA39
3/8'0 STAINLESS STEEL
HTLTI KVIK BOLT 3.
SLAB M51NT UP TO
110 MPH EXP C
MAX FOOTING IS d=25'
CONNECTION OF 3' POSTS TO
FASCIA AND SLAB/FOOTING
HEADER WA20, WA21, WA22 OR WA28
0.75
0.75
3/8' BOLTS OR- FOUR 118
TO AND BOTTOMSOIE.
CONNECTOR FOR ALL
VQ)DS 1UDu0 LOADSAND
EXPOSURE C.
SS HILTI KVIK BOLT II
FOR SLAB ATTACHMENT
110 MPH FJLP EMBED
108 FOOTING Al ACHMENT
d=27' USE 3/8'0 V/ 2.5' EMBED
3032'X1.5'X10'
ALUM TWIN POST
0062' ALUM 6063T6
BRACKET MAX BE IVO
SEPERATE OR ONE
CONTINUOUS
.0625'
--5625' MINIMUM -----1
SCROLL POST DETAIL
PUTNAM ENGINEERING
3441 IVYLINK PLACE
LYICHBLRG. VA 24503
(434) 384-2514
CARLPUTNAHBADEL.PH1 ANE T
A
X =JS►
4fc
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
REVIEWED �;OMPL.IANCE
SPOKA.,ii= ��AE '_ ' 3 _ I' F1l�!C? VISION
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