HomeMy WebLinkAboutPermit D08-232 - BLANCHETTE RESIDENCE - PATIOBLANCHETTE RESIDENCE
3212 S 136 ST
D08 -232
Parcel No.: 8864000275
Address: 3212 S 136 ST TUKW
Suite No:
Tenant:
Name: BLANCHETTE RESIDENCE
Address: 3212 S 136 ST , TUKWILA WA
Owner:
Name: BLANCHETTE NELLIE F
Address: 3212 S 136TH ST , TUKWILA WA 98168
Phone:
Contact Person:
Name: JOE ZIMMER
Address: 6601 220 ST SW SUITE 6 , MOUNTLAKE TERRACE WA 98043
Phone: 425- 985 -3950
Contractor:
Name: NORTHWEST WINDOW & DOOR CO INC.
Address: 10406 HOLMAN RD N , SEATTLE WA 98133
Phone: 206 784 -3699
Contractor License No: NORTHWD096ME
DESCRIPTION OF WORK:
NON - HEATED, NON - HABITABLE ENCLOSED PATIO
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC - 10/06
$4,429.20
V -B
Citylif Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
Fees Collected: $239.63
International Building Code Edition: 2006
Occupancy per IBC: 26
* *continued on next page **
Permit Number: D08 - 232
Issue Date: 05/08/2008
Permit Expires On: 11/04/2008
Expiration Date: 03/14/2010
D08 -232 Printed: 05 -08 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City aeTukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D08 - 232
Issue Date: 05/08/2008
Permit Expires On: 11/04/2008
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
Date: S- D
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. Ian- authorized to sign and obtain this development permit. s
Signature: _- Date: V O�3 ,
Print N
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: IBC -10/06
D08 -232 Printed: 05 -08 -2008
Parcel No.: 8864000275
Address:
Suite No:
Tenant:
3212 S 136 ST TUKW
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
BLANCHETTE RESIDENCE
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -232
ISSUED
04/28/2008
05/08/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: Manufacturers installation instructions shall be available on the job site at the time of inspection.
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
8: VALIDITY OF PERMIT: The issuance or granting 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 building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
doc: Cond -10/06
* * continued on next page **
D08 -232 Printed: 05 -08 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the performance of work.
Signature:
Print Name:
doc: Cond -10/06
Date: 51
D08 -232 Printed: 05 -08 -2008
3211 S 150' 0I"
1vkti!e CjGtrChe --
Property Owners Name: lie, I I` C iN %wch+Z`f -
Site Address:
Tenant Name:
Mailing Address: 32Iz .3
CITY OF TUKWILA!#
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Name: 2 111V W/
E -Mail Address: A!'' W I g Fh
Contact Person:
E -Mail Address:
Contact Person:
E -Mail Address:
Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
00
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: JVG( r51 6
Mailing Address: ‘COI Z2 C" ( sky 4 6
Contact Person: e-% / ZialifiLer
E - Mail Address: l�/�✓W«'[U t , �� - �
Contractor Registration Number: n kr)\/v(/�(' ! 6AAE_
ANN
Building Perm. Jo. - X3,�
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No
Project No.
(For office use only)
King Co Assessor's Tax No.:
Suite Number:
New Tenant:
City
C 6`fcxx0Z}75
Floor:
❑ .... Yes
State
�t� I' 1 � / A/v Day Telephone: (25
5ki- �$5
Mailing Address: UGV Z S k^ te 1tn ti �fvrz c.{, 1n/A 9F01,3
City State Zip
Fax Number: /25 -- /)-- t{/L/
State
State
Zip
Zip
Zip
,No
CONTACT PERSON
ontactwhen your permit is ready.to be issue,
City State Zip
Day Telephone: 9 Z�— .Y56
Fax Number: qz,s -1412- L17g
Expiration Date: 13 — 1
t o d
ARCHITECT OF RECORD - All plans must be wet stamped by Arclif
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
y v
ENGINEER OF RECORD -= All plans t rust be wet stamped by Engineer of R
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Page 1 of 6
BUILDING PERMIT INFORMATION — 206 -431 -3670
Valuation of Project (contractor's bid price): $ Z-0 (LL)
Scope of Work (please provide detailed information):
k(4-r_ 1b Aljcv,t14. e kic1c e /1-1-10
Will there be new rack storage? ❑.... Yes
Existing Building Valuation: $
X No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
1 sX Floor
2na
loon
3111
Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport,
Carpi
Detached
Covered Deck
Uncovered Deck
VLO
2 o0
nterior Remodel
Addition to
Existing
Structure
1)-0
Type of
Construction per
IBC ::
Ty pe of
Occupancy per
I13C
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 - 1/2" x II " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\Applications\Forms- Applications On Lin&3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
PERMIT APPLICATION NOTE Applicable to all permits in this ap 'cation
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Print Name:
Mailing Address:
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW Tlit SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHOR AGENT:
Signature:
Date Application Expires:
Date Application Accepted:
Zmkne/
iS‘O1 0204 5/- 6
Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Date:
Day Telephone: 1 05 - ggS3q S
/V kt 97 'J
City State Zip
Staff Initials:
Page 6 of 6
Fixture Type:
Qty
Fixture Type:
ty ;,
'xtfre Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath /shower
Drinking fountain or water
cooler (per head)
fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Recep indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single hea ap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water sys — per
drain (inside ilding)
Water heater and /or
vent
Additional medical gas
inlets /outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repair or a ration of water
piping an r water treating
equipme
Repair or alteration
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets /outlets for specific gas
AiNk
PLUMBING AND GAS PIPIN ERMIT INFORMATION - 206 -4 . 670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
Valuation of Plumbing work (c i tractor's bid price): $
Valuation of Gas Piping work (co ctor's bid price): $
Scope of Work (please provide detaile. 'nformation):
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and /or gas piping outlets bein
Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
City State Zip
Day Telephone:
Fax Number:
Expiration Date:
stalled and the quantity below:
Page 5 of 6
Parcel No.: 8864000275 Permit Number: D08 -232
Address: 3212 S 136 ST TUKW Status: PENDING
Suite No: Applied Date: 04/28/2008
Applicant: BLANCHETTE RESIDENCE Issue Date:
Receipt No.: R08 -01372
•
City of Tukwila
Initials: WER Payment Date: 04/28/2008 01:29 PM
User ID: 1655 Balance: $0.00
Payee: NORTHWEST WINDOW & DOOR
ACCOUNT ITEM LIST:
Description
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 64196 239.63
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
RECEIPT
Payment Amount: $239.63
142.50
92.63
4.50
Total: $239.63
1702 04/28 9711 TOTAL
239.63
doc: Receiot -06 Printed: 04 -28 -2008
Proje,et
l �/.1a
-
Type of Inspection: •
, NJ+ ( Ef°' 4 ` 1
Address:
-2 )7(2S
G( -
Date Called:
�^
Special Instructions:
/
Date Wanted: .m.
' —OF/ p.m.
Requester:
'"'
Ph -dEJ�� / C, 3 69'
I K t--
D -2.3A
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
12
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
j A A'T (. )A ? ei
Inspect
Date: "'� A _ �
$58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
'.ii_�ao'eb:.i�.:ae. � ' ;�- �- �_d:��:s:.�a.,}a#?®a.,u��a�ert� . � .. + s �.,'r •,y;LCxa�sv
•
PLAN R
•
�U�ING SLIP
ACTIVITY NUMBER: D08 -232 DATE: 04 -28 -08
PROJECT NAME: BLANCHETTE RESIDENCE
SITE ADDRESS: 3212 S 136 ST
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPART ENTS:
6 C
g
'vision
Public Works
Ni kwi NIA Yia-og
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
r 4
Fire P evention
Structural
Incomplete
6M . 444
Planning Division
❑ Permit Coordinator
DUE DATE: 04 -29 -08
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROUTING:
V
Please Route
Structural Review Required 1 No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28-02
DUE DATE: 05-27 -08
Not Approved (attach comments) ❑
DATE:
License
NORTHWD096ME
Licensee Name
NORTHWEST WINDOW a DOOR CO INC
. Licensee Type
CONSTRUCTION CONTRACTOR
UBI
601320763 Verify Workers Comp Premium
Status
Ind. Ins. Account
Id
56470601
Business Type
CORPORATION
• Address 1
6601 - 220TH ST SW, STE 6
Address 2
$12,000.00
City
MOUNTLAKE TERRAC
County
SNOHOMISH
• State
WA
Zip
98043
Phone
4254124732
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
i
UNUSED
Effective Date
7/5/1991
• Expiration Date
3/14/2010
• Suspend Date
' Separation Date
Parent Company
' Previous License
Next License
• . Associated
License
Name
Role
Effective Date
Expiration Date
.JOHNSTON, ROBERT T
Cancel
Date
01/01/1980
Bond
Amount
. JOHNSTON, TERRY W
'k2
01/01/1980
659054
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
'k2
CBIC
659054
02/28/2002
Until
Cancelled
$12,000.00
03/04/2002
Look Up a Contractor, Electrician or Plumber License Detail
•
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;A business registered as a construction contractor with L &I to perform construction work within the scope
Iof its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment
of account and carry general liability insurance.
License Information
Business Owner Information
Bond Information
•
6) Help
Page 1 of 2
https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= NORTHWD096ME 05/08/2008
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FILE COPY
Permit Noe
pear review approval Is subject to errors and omissions.
Approval of construction documents
the violation of any adopted code or o s not ce. R a R ecn�
of approved Field Copy and conditions ons is acknowledged:
By
K
te:
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3d
A
65
City of Tukwila
BUILDING DIVISION
50' ,
' REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY - 5 2008
( C 1 1 Of Tukwila
B ILDI DM ION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
.J EPARATE PERMIT
REQUIRED FOR:
Mechanical
Electrical
Ilt Plumbing
QrGas Piping
City of Tukwila
BUILDING DIVISION
0 9— 231 5
io
RECEIVE,
APR 2 8 2008
PERMIT CENTEE
• UL 58SL • IOC EVALUATION REPORT ESR -1403 • CALIFORNIA FACTORY BUILT HOUSING CHJ -TEY 1 -4 • FLORIDA PRODUCT APPROVAL 5505
• FLORIDA PRODUCT APPROVAL 3857 -R1 • FLORIDA PRODUCT APPROVAL 3521 -R1
• FLORIDA PRODUCT APPROVAL 6391 • OTY OF LOS ANGELES STANDARD PLAN NUMBER 6
FLORIDA PRODUCT APPROVAL 7086 • FLORIDA PRODUCT APPROVAL 7082
C: \11x \NWWINDOW \4TEMOCOVER
SPECIFICATIONS FOR
SUNROOMS AND PATIO COVERS WITH
3.625 INCH WALL MULLIONS
bO8
PAGE NUMBER
COVER SHEET INDEX OF SHEETS
1 FLOOR PLANS, ELEVATIONS and ROOF PLANS
2 3.625" SUNROOM SYSTEM ROOF DETAILS and NOTES
3 3.625" SUNROOM SYSTEM WALL DETAILS
4 3.625" SUNROOM SYSTEM CROSS SECTION and ATTACHMENT DETAILS
5 3.625" SUNROOM SYSTEM WIND LOAD CALCULATIONS
RECEIVED
APR 282008
PERMIT CENTER
(EXPIRES -4,p--e) pj
1
gl
1 10
U
0 .7
0 N
X
"
a A
41)
DATE
APRIL 23. 2008
DRAWN BY:
D. N0.:
4TEMO
18"
MAX.
ROOF PROJECTION
•
■
ROOF PANEL
PATIO COVER END WALL ELEVATION
ROOF PROJECTION
ROOF PANEL
MUWON SPACING NOT TO EXCEED 8 FEET
•
•
-
18
MAX.
PATIO COVER END WALL ELEVATION
NOTE:
ALL SECTIONS & DETAILS REFERENCED HERE ARE
SHOWN ON SHEETS 4TEMO2, 4TEM03 AND 4TEM04.
\ \temocod \e- root \11x17- 2006 \4TEM012006
12 TYPICAL
12" TYPICAL
MUWON SPACING NOT TO EXCEED 8 FEET
ROOF PANEL
01
-
—MUWON SPACING NOT TO EXCEED 8 FEET
PATIO COVER FRONT WALL ELEVATION
O
O
l imill111111m
91
1
ROOF PANEL
MUWON SPACING NOT TO EXCEED 8 FEET
o
m
0
0
1-
N
M
5o
<0
Q o
. N
J J
w J C,
Z O
O Z
M F 0
0 Vf
// / / / / / / / / / / / / / / / / / / / / / / / / / / /
r•
VARY TO SUIT
EXISTING STRUCTURE
w
0
a
0
0
OPTIONAL DOOR
VARY TO SUIT
4.)
TYPICAL STUDIO ROOF PATIO COV . j• • - G�
EXISTING STRUCTURE
/ / / / / / / / ///
OPTIONAL DOOR
POSSIBLE
PANEL PROJECTION
12 TYPICAL
tX923Z
12" TYPICAL -,1,
PATIO COVER FRONT WALL ELEVATION TYPICAL GABLE ROOF PATIO COVER PLAN
a
diN
0 °0
a
W
a
a
RECE1VE
APR 2 8 2008
PERMIT GENIE -
0 0
0
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U
0
& 5
a
clJ
;MD
0
0
- 0
L a-
SATE
APRIL 23, 2008
JNG. NQ:
4TEM01
TABLE "A ": MAXIMUM ROOF
PANEL SPANS*
DESIGN
LOAD
PANEL DESIGNATION
T- 3 -2 -32
T- 4.25 -2 -32
T- 6 -2 -32
20 PSF
SNOW LOAD
90 MPH WIND
14' -9"
17-9"
22' -3"
25 PSF
SNOW LOAD
90 MPH WIND
13' -0"
16' -6"
20' -3"
30 PSF
SNOW LOAD
90 MPH WIND
12' -2"
15' -3"
18' -6"
ALUMINUM CAP FLASHING
ALUMIN SKIN
0.032' ALUMINUM
1
ROOF HANGING RAIL MOUNT
3• LAG SCREW
B 0.G CAUUC EXT. EDGES
1e METAL FLASHING
(SCREW & CAUUC)
REMOVE DOMING
GRIP EDGE
ATTACH NEW 228 FASCIARD
MOM REQUIRED USWO 2 1 4•X3-
LAO SCREWS INTO EADI CR TRUSS
MAO RECOMMENDED SUNROOM
ROOF ATTACHMENT TO THE COSTING
SOFFIT. SOFFIT REINFORCED AS SHOWN
p 2 SMS O CO.C. MAX
k
......- :0•..4.4
x...4.4 x. .4.44
►4.4..4...4
iiiiu iiiii
44..4....4...•
►..444...44..♦
. .............
..............
x4..4.4..•.4.♦•
♦..4.4..4.4.♦
r444..4.44.4..i
4.4444.44..44N
x444.4444:444♦
x44.4444.4.4..
..............
x.4.44.44•..4.•
CONTINUOUS HANGNG
RAIL PER OCR
C: \11 x17 \NWIVINDOW \
/ 0.032"
ROOF PANEL AT CATHEDRAL
PEAK WITHOUT BEAM DETAIL
2 -114 WOOD LAG SCREWS 0 16
O.C. TO PEiEIRATE SOLID
WOOD 1 3/4• MINIMUM
ROOF PANEL /WALL ATTACHMENT (F)
EASING TRUSS ROOF WITH
SHINGLES OVER FELT PAPER
ADO x 4'S
• 12. 0/C
18
MAX
EMSTING
RE9DFNCE
INSTALL (J6 SMS
AT 4" ON CENTER
EXTERIOR ROOF CLEAT
INTERIOR ROOF CLEAT
A.LUM.Ni,M
MUSS CR RA/1DA
AT 16. ON CENTER
INSTALL 7/18 0S8
TO NEW 2X4
DOSTING
EXTERIOR
WALL
ROOF TO OVERHANG
REINFORCING AND ATTACHMENT DETAIL
SEALANT
ROOF PANEL SPLICE CO
ALUMINUM SKIN
ALUMINUM SKIN
j821/2 LG.
SMS 0 6
APPUCAIION OF SHINGLES 10
THE 1EN0 ROOF SYSTEM AS
940104 W11 NOT MO THE
TEND 910200IS WARRANTY
LAMINATED ROOF
PANEL SEE NOTE 12
FENDER WASHER
UL APPROVED FIXTURE BOX
CEILING FAN MOUNTING DETAIL
SHINGLES TO ROOF PANEL
ATTACHMENT DETAIL
1/4• CARRIAGE BOLT
FASTEN 990ES UWIO
NNE POI 9011E
1010 ROOF PANELS
* MAXIMUM PANEL OVERHANG IS 1' -6"
x MINIMUM ROOF PANEL SLOPE IS 2%
U -2.32
GENERAL NOTES & SPECIFICATIONS
1. THIS ENCLOSURE SYSTEM IS TO EE INSTALLED UNDER THE ROOF PANEL
SHOWN ON ORATING NO. 410104 OR UNDER A CODE- APPROVED COSTING ROOF.
2. DESIGN WADS: SEE TABLES FOR DESIGN LOADS AS SPECFIED PER THE 2006
INTERNATIONAL RESIDENTIAL CODE AND THE 2006 INTERNATIONAL BUILDING COOS
3. FASTENERS SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL,
LNC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM.
4. ALL STRUCTURAL COMPONENTS OF 09S SUNROOY SYSTEM (EXCEPT SCUD
PANELS) ARE OF ALLOY & TEMPER 6063 -T6 UNLESS SPECIFICALLY NOTED
OTHERWISE
5. ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WNLCH ARE SUBJECT TO
WATER INTRUSION SHALL BE FULLY CAULKED.
6. OPE(IN(S IN THE WALL MAY BE COVERED NTH A NND BREAK MADE CF TEMPERED
GLASS 111)1 A MINIMUM THICKNESS OF 1/8 INCH THAT COMPLIES NTH THE CODE.
7. MERE THE ROOF PANEL SPAN IS PARALLEL TO 1HE EXISTING WALL OF THE
RESIDENCE THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE (STUDS,
HEADERS, BEAMS ETC.) SHALL BE '06RED BY AN INDEPENDENT SOURCE FOR
THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTNG FRAMING
IS NOT A PART OF THIS DESIGN OR APPROVAL
B. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS
RECORD) BY 1HE 2006 INTERNATIONAL RESIDENI(AL CODE.
9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED
PER CODE
10. EVAN90N ATOMS SHALL BE KL11 KINK -BOLT r ANCHORS, • TRU -FAST ZAMAC
HAWN", TAPCON FASTENERS OR EQUIVALENT. WOOD LAGS SHALL BE I /4• BY r
GALVANIZED LAG BOLTS
11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49.
12. SEE TABLES ON SHEET 41E1/05 RR DESIGN WIND LOADS
13. ASPHALT SHINGLES CR UQIT WEIGHT 111E SHINGLES NOT EXCEEDING 7 POUNDS
PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS IN ACCORDANCE NTH
TAS 100 -95, TEST PROCEDURE FOR WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS
ROOF SYSIDdS. TEST REPORT DATED ANNE 5, 2006.
14. ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TOM, INC. INCLUDE TEMPERED
HPG -2000 GLASS THAT CONFORMS WI1H CHAPTER 24 OF THE BUILDING CODE
RECEIVED
APR 282
PERMIT CENTEFA
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DATE
APP 23. 2008
DWG NO.
4TEMO2
/ �08 SMS 0 TOP AND
BOTTOM CHANNEL
WINDOW JAMB
0 SUNG WINDOW
MALE / FEMALE MUWONS
FULL HEIGHT
/FEMALE AND MALE
#8 SMS 0 TOP AND
BOTTOM CHANNEL
FULL HEIGHT
TUD
WINDOW JAMB
0 SLIDING WINDOW
FEMALE /WALL STUD /MALE
FULL HEIGHT MALE
AND FEMALE
FULL HEIGHT FULL HEIGHT
MALE FEMALE
BOTTOM CHANNEL D R A HEIGHT
\RACEWAY CAP
LFULL HEIGHT
RACEWAY
WINDOW JAMB
#8 SAS 0 TOP.
BOTTOM. & 0 24'
O.C. BETWEEN
#8 SMS 0 TOP,
BOTTOM, & 0 24'
O.C. BETWEEN
0 SMOG WINDOW
MALE /RACEWAY /FEMALE MUWONS
\ \temocad \e— root \11x17- 2006 \4TEM03— NONTNERMAL
SMS O TOP AND
BOTTOM CHANNEL
TRANSOM JAMB
0 FIXED fLADNG
FULL HEIGHT
/FEMALE AND MALE
SMS 0 TOP AND
OTTOM • ANNEL
FULL HEIGHT
TUD
TRANSOM JAMB —
0 FIXED GU17ING
8 SMS 0TOP.
BOTTOM. & 0 24"
O.C. BETWEEN
FULL HEIGHT MALE
\ AND FEMALE
#B
SMS 0 TOP AND
ANN
TRANSOM JAM
0 FIXED GLAZING
50UD PANEL
FULL HEIGHT FULL HEIGHT
\ AALE FEMALE
BOTTOM CHANNEL
L FULL HEIGHT
RACEWAY
FULL HEIGHT
RACEWAY CAP
L Z#8 SMS 0 BASE
AND TOP CHANNEL
PANEL ADAPTER AT
SCUD WALL PANEL
L Z#8 SIAS 0 BASE
AND TOP CHANNEL
PANEL ADAPTER AT-
SOUD WALL PANEL
0 SOLD WA1I PAFIFI
FULL HEIGHT AND FEMALE MALE SCUD PANEL
FULL HEIGHT MALE
AND FEMALE
cA%
SOLID PANEL
FULL HEIGHT
FEMALE
SOLID WALL
PANEL OR
MICE
114 W000 SCREWS
CR TOGGLE BOLTS
O 16'QC.
j
CONNECTION 0 HOUSE
FULL HEIGHT
MALE
#8 SMS O TOP AND
r BOTTOM CHANNEL FULL HEIGHT
CRACEWAY CAP
L FULL HEIGHT
RACEWAY
PANEL ADAPTER
0 SOX) WAI I PANFI
FULL HEIGHT
FEMALE
18 SYS 0 TOP
AND BOTTOM CHANNEL
-ZECE VE
APR 282008
PERMIT CENTER
(a)
DO84'
DAZE:
APRIL 23, 2008
DWG NO.
4TEM03
1' -6' MAX. OVERHANG
HEADER
CONTINUOUS PANEL GUTTER
W / #8 SMS ® 12 "O.C. TOP &
BOTTOM TO ROOF PANEL
BASE /WALL CAP
TOP EXPANDER SHALL
BEAR FIRMLY ON MULLION
SECTION PRIOR TO INSTAL—
LATION OF FASTENERS
1/4 "o EXPANSION ANCHORS
@ 90 MPH WIND SPEEDS
LOCATE 1— ANCHOR 4" EACH
SIDE OF MULLION AND AT 16" 0.C.
BETWEEN EACH MUWON.
BASE /WALL CAP
SAME AS BEARING EXPANDER
TO MUWON
BASE /WALL CAP SPUCE
TO BE 8 MINIMUM
FROM VERTICAL MUWON
EXIST. OR NEW CONCRETE
SLAB IN GOOD CONDITION
\ \terrocod \e— root \17x17 - 2006\4 TEM042006 - 2306
#12x4" SMS W/3/4" 0.D. ALUMINUM WASHER
& NEOPRENE INSERT SPACED ® 12 0.C.
PIERS OR FOOTINGS
PER LOCAL CODE.
,BEARING WALL SECTION
•
4
1" MIN. CO 1/4"o
ANCHORS
J
O ThRU O
A
2 —#8 TEK SCREWS
EACH SIDE OF MULLION
90 MPH WIND SPEEDS
1/4' X 3" LONG LAG BOLTS
0 90 MPH IMND SPEEDS
LOCATE 1— ANCHOR 4' EACH
SIDE OF MUWON AND AT 16' 0.C.
BETWEEN EACH MUWON.
BASE/WALL CAP
SAME AS BEARING EXPANDER
TO MUWON
BASE/WALL CAP SPUCE
TO BE 8' MINIMUM
FROM VERTICAL MUWON
INSULATED STRUCTURAL
DECK PANELS
ALUM. FLASHING
1/4" X 3" LONG LAG BOLTS
0 90 MPH WIND SPEEDS
LOCATE 1— ANCHOR 4' EACH
SIDE OF MUWON AND AT 16" 0.C.
BETWEEN EACH MUWON.
BASE/WALL CAP
SAME AS BEARING EXPANDER
TO MUWON
BASE/WALL CAP SPUCE
TO BE 8' MINIMUM
FROM VERTICAL MUWON
EXIST. OR NEW WOOD
DECK IN GOOD CONDITION
ALUM. FLASHING
ON WOOD DECK
1 /4'0 EXPANSION ANCHORS
0 90 MPH WIND SPEEDS
LOCATE 1— ANCHOR 4' EACH
SIDE OF MUWON AND AT 16' 0.C.
BETWEEN EACH MUWON.
BASE/WALL CAP
SAME AS BEARING EXPANDER
TO MUWON
BASE/TOP CAP SPUCE
TO BE 8' MINIMUM
FROM VERTICAL MUWON
EXIST. OR NEW CONCRETE
SLAB IN GOOD CONDITION
BEARING WALL SECTION ON R
TEMO NER APPROVED DECK PANE RLv iEWED 5 NCE
CODE W 0/1°
MNy _ 5 zoae
BEARING WALL SECTION
BEARING WALL SECTION
ON CONCRETE SLAB
PIERS OR FOOTINGS
PER LOCAL CODE
PIERS WITH 11E DOWNS
PER LOCAL CODE.
RECEIVFIr
APR 2 8 2008
PERMIT GENIE'
U
0
DATE
APRIL 23, 2308
DWG NO.:
4TEM04
Wind Speed (80, 90, 100, 110, 120, 130, 140, 150)
Exposure (B, C, D)
Calculated Wind Pressure
Male — Female Mullion
Maximum Mullion Height(ft)
Centroid (in)
Moment of Inertia (in "4)
Section Modulus (in "3)
Calculated Moment (Ib *in)
Allowable Fb (psi)
Calculated fb
Section OK
\ \temocod \e— root \11x17 \NWWINDOW \4TEMO5NT
Wind Calculations for Standard Mullions for Max. Spacing (206 & 306)
10
1.8282
1.3283
0.7266
10500
15000
14450.87
90
B
14
Male— Stud — Female Mullion
Maximum Mullion Height(ft)
Centroid (in)
Moment of Inertia (in "4)
Section Modulus (in "3)
Calculated Moment (Ib *in)
Allowable Fb (psi)
Calculated fb
Section OK
13
1.8264
2.4763
1.3558
17745
15000
13088.21
Male— Raceway — Female Mullion
Maximum Mullion Height(ft)
Centroid (in)
Moment of Inertia (in'4)
Section Modulus (in "3)
Calculated Moment (Ib *in)
Allowable Fb (psi)
Calculated fb
Section OK
1)08- 212.
REVIEWED CE
CODE Mpy
- 5 20ta
City - `Mild
B I0I%1
16
1.8502
3.7152
2.0080
26880
13500
13386.45
RECEINE
APR 2 8 200a
PERMIT CENTS,
sl t ,
Mid
a
ngigi
L1
0
0
I
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DAZE
APRIL 23, 2008
D11G. NO.:
4TEM05
PARTS LEGEND
[ FEMALE ji VERTICAL
CHANNEL
C MALE
LICORNER
1
8'—O"
t
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Co
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1
1 15/16
INSTALLERS LAYOUT SKETCH
VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING
CUSTOMER: NORTHWEST WINDOW Bc DOOR
JOB NAME: BLANCHETTE, NELLIE
3 5/8" WALLS
15' -0"
1 15/16
NOT TO SCALE
08W2610 04/17/08 NWWINDOW
DETAILED BY: DAVID CENTORBI
RECEIVED
APR 2 8 2008
PERMIT CENTEF
fE
NIP
RoVED
- 5 2009
(EXPIRES $-10-0 $
UL 58SL
ICC LEGACY REPORT PFC -5176
FLORIDA PRODUCT APPROVAL 5505
ICC EVALUATION REPORT ESR -1403
FLORIDA PRODUCT APPROVAL 6391
FLORIDA PRODUCT APPROVAL 3857 -R1
tO8 .23Z
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MINIMUM DESIGN LC
DEAD LOADS:
1) ROOF: 2PSF
2) WALLS: 5PSF
3) FLOOR: 5PSF
LIVE LOADS:
1) ROOF: 20PSF
2) WALLS: 90MPH
3) FLOOR: 40PSF
DEFLECTION LIMITS:
1) ROOF: L /180
2) WALLS: L/175
3) FLOOR: L/240
SEISMIC DESIGN CRI
1) SEISMIC ZONE:ZI
T
1
_
0
0
=PORT PFC -5176
)UCT APPROVAL 5505
ON REPORT ESR -1403
MINIMUM DESIGN LOADS:
DEAD LOADS:
1) ROOF: 2PSF
2) WALLS: 5PSF
3) FLOOR: 5PSF
LIVE LOADS:
1) ROOF: 20PSF
2) WALLS: 90MPH
3) FLOOR: 40PSF
DEFLECTION LIMITS:
1) ROOF: L /180
2) WALLS: L/175
3) FLOOR: L/240
SEISMIC DESIGN CRITERIA:
1) SEISMIC ZONE: ZONE D
TOTAL WEIGHT OF TEMO PRODUCT: 1050 Ibs.
..L
ALL TEMO SUNROOMS ARE
DESIGNED IN ACCORDANCE
WITH THE 2006 IRC.
NOTE: ALL OPERATING GLAZING
PRODUCTS SUPPLIED BY TEMO
SUNROOMS INCLUDE TEMPERED
HPG -2000 GLASS THAT CONFORMS
WITH SECTION R308 OF THE IRC.
RECEIVED
AP 2 8 NW
PER IT CENTER
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DEALER: NWWINDOW
08W26101 PH. ( )
BLANCHETTE, NELLIE
3212 S 136TH ST
TUKWLLIA, WA 98168
DRAWN BY: DAVID CENTORBI DATE: 04/17/08
SCALE: NONE
TEMO SUNROOMS, INC.
20400 HALL RD
CLINTON TWP, MI 48038
PHONE: (586) 286 -0410
FAX: (586) 286 -0985
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3212 S 136TH ST
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DRAWN BY: DAVID CENTORBI DATE: 04/17/08 I SCALE: NONE
TEMO SUNROOMS, INC.
20400 HALL RD
CLINTON TWP, MI 48038
PHONE: (586) 286 -0410
FAX: (586) 286 -0985
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3212 S 136TH ST
TUKWLLIA, WA 98168
DRAWN BY: DAVID CENTORBI DATE: 04 /17/08
SCALE: NONE
TEMO SUNROOMS, INC.
20400 HALL RD
CLINTON TWP, MI 48038
PHONE: (586) 286 -0410
FAX: (586) 286 -0985
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BLANCHETTE, NELLIE
3212 S 136TH S1
TUKWLLIA, WA 98168
DRAWN BY: DAVID CENTORBI DATE:04 /17/08 I SCALE: NONE
20400 HALL KU
CLINTON TWP, MI 48038
PHONE: (586) 286 -0410
FAX: (586) 286 -0985
ATTACH NEW 1 X FASCIA BOARD
W/ (2) 1 /4" X 3 1 /2" LAG SCREW
EVERY 16" 0/C
METAL FLASHING
SNOW & ICE SHIELD
HANGING CHANNEL MOUNT
TO ROOF PANEL WITH #8
SMS AT 6" 0/C TOP AND BOTTOM
ATTACH NEW 2X4'S
BETWEEN RAFTER TAILS
USE STAINLESS STEEL or TRIPLE DIPPED
GALVANIZED FASTENERS INTO ACQ LUMBER
RECEIVED
APR 2 8 2008
PERMIT CENTER
'EXPIRES
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