HomeMy WebLinkAboutPermit Building 2008-4-29
CITY OF SPRINGFIELD
Building/Combination Permit
PERMIT NO: COM2008-00574
ISSUED: 04/29/2008
APPLIED: 04/24/2008
EXPIRES: 10/29/2008
VALUE: $ 95,200.00
Status
Issued
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
SITE ADDRESS: 5773 PUMICE PL
ASSESSOR'S PARCEL NO.: 1802030013200
SPRINGFIETYPE OF WORK: Single Family Residence
PROJECT DESCRIPTION: Single Family Residence
TYPE OF USE: New
Residential
Owner: HA YDEN ENTERPRISES
Address: 2622 SW GLACIER PL #110
REDMOND OR 97756
I CONTRACTOR INFORMATION I
Contractor Type
General
Electrical
Mechanical
Plumbing
Contractor
HA YDEN ENTERPRISES
L & E ELECTRIC INC
PACIFIC AIR COMFORT INC
PLUMBING PLUS INC
License
92208
105475
39237
90482
BUILDING INFORMATION'
# of Units:
Primary Occupancy Group:
Secondary Occupancy Group:
Primary Construction Type
Secondary Construction Type:
# of Bedrooms:
1
R3
U
VB
# of Stories: 1
Height of Structure 15.00
Type of Heat: Forced Air Gas
Water Type: Gas
Range Type: Gas
Energy Path: Path 1
Sprinkled Building' No
2
I DEVELOPMENT INFORMATION.
Frontyard Setback:
Side 1 Setback:
Side 2 Setback:
Rearyard Setback:
Solar Setbacks:
18.00
5.00
5.00
49.90
0.00
Overlay Dist:
# Street Trees Rqd:
Paved Drive Rqd:
% of Lot Coverage:
Subdivision Not Accepted
I PUBLIC IMPROVEMENTS I
Phone Number: 541-228-6935
Expiration Date
07/29/2009
03/30/2010
03/25/2010
05/10/2009
Phone
541-228-1081
541-933-2653
541-672-9510
541-926-3190
Lot Size:
Sq Ft 1st Floor:
Sq Ft 2nd Floor:
Sq Ft Basement:
Sq Ft Garage/Carport
Sq Ft Other:
Occupant Load:
832
280
REQUIRED PARKING
1
Yes
22.20
Total:'
Handicapped:
Compact:
2
Street Improvements: Fullv Improved Sidewalk Type: C b'd 5'
ATTENTrnAl. ur Sl e
Storm Sewer Available: Yes folio '1'JbJ6~UiWYDqul Curb and Gutter
Special InWofl-CE- Stormwater drains to public system Notifj~ rUles adopted by the Or res YOu. ~o
. In OAR ~~~ Center. Those rules :~on Utility
Notes: ~bim.R~@Mbt.RJsI4IJu~IlIBmdltl TMD~ apprOval_9!l~Bt1~aq(tliP~ thj5>vgP'FeA9i~~JPNltadows, it
is'~.b1HOO~6Gddb!IDfiAq~f'tMilDPSiOOtTby the City ~l!g;RgemmfIM.PRW0lOOpl~fSmtl~B~ i6~lre to
~ijttlM&taOOr@R~g ~~NDONED FOR number fo~ t~~n~r. (Note: the tele;hoe;e y
ANY 180 DAY PERIOD. Center is ;:a9000n3Utllity Notification
- 32-2344).
Paee 1 of 4
Status
Issued
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
Description
Tvpe of Construction
Dwellin2s
Gara2e
v Wood Frame
Gara2e
Fee Description
-Mech Iss 2+ Appliances-
+ 10% Administrative Fee
+ 12% State Surcharge
+ 5% Technology Fee
1 Bath One & Two Family
Addressing Assignment
Appliance Vent
Building Permit
Curbcut Permit
Dryer Vent
Exhaust Hoods
Fire SF Fee - Residential
Furnace - up to 100,000 btu
Gas Outlets 1-4
Plan Review Major - Planning
Plan Review Same As
PW Disc - 2nd Permit
Residence Wiring 1000 Sq Ft
Residence Wiring Ea Addtl 500
Sanitary Sewer - Improvement
Sanitary Sewer - Reimbursement
SDC MWMC Administration
SDC MWMC Improvement
SDC MWMC Reimbursement
SDC Sanitary/Storm Admin
SDC Transpo Improvement
SDC Transpo Reimbursement
SDC Transportation Admin
Sidewalk Permit
Storm Drainage Impervious Area
Storm Sewer Each Addtl 100'
Temp Power 200 amps or less
Vent Fan
Willamalane Single Family
I Valuation Description I
$ Per Sq Ft
or multiplier
$105.00
$28.00
Square Footage
or Bid Amount
832.00
280.00
Total Value of Project
~
Amount Paid
$40.00
$108.73
$123.80
$68.33
$160.00
$35.00
$7.00
$605.68
$85.00
$7.00
$10.00
$55.60
$14.00
$5.00
$205.00
$220.00
$-40.00
$117.00
$21.00
$326.46
$429.33
$10.00
$990.39
$95.35
$95.31
$862.25
$195.48
$77.45
$85.00
$545.93
$16.00
$55.00
$14.00
$2,513.00
Date Paid
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
4/29/08
Pa2e 2 of 4
CITY OF SPRINGFIELD'
Building/Combination Permit
PERMIT NO: COM2008-00574
ISSUED: 04/29/2008
APPLIED: 04/24/2008
EXPIRES: 10/29/2008
VALUE: $ 95,200.00
Value
Date Calculated
$87,360.00
$7,840.00
$95,200.00
04/24/2008
04/24/2008
Receipt Number
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
1200800000000000409
CITY OF SPRINGFIELD"
Status
Issued
Building/Combination Permit
PERMIT NO: COM2008-00574
ISSUED: 04/29/2008
APPLIED: 04/24/2008
EXPIRES: 10/29/2008
VALUE: $ 95,200.00
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
Total Amount Paid
$8,159.09
I Plan Reviews I
Public Works Review
04/24/2008
04/24/2008
APP TSS
No final occupancy shall be granted
prior to PW approval for pump
station.
For this parcel in Jasper Meadows,
it is the recommendation to the
Building Division, by the City
Engineer: "that no connections shall
be made to sanitary or storm H20
systems, until the subdivision is
accepted by City Council".
Structural Review
04/24/2008
04/24/2008
APP DLM
Stormwater drains to public system.
Approved as noted on the plans.
Plannini!: Review
04/24/2008
04/28/2008
APP T AJ
Survey required because of
minimum side setbacks.
To Request an inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00
a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following
work day.
UeouireCUnsnections I
Erosion/Grading Inspection: Prior to ground disturbance and after erosion measures are installed.
Sidewalk - Curbside: After forms are erected but prior to placement of concrete.
Curbcut - Standard: After forms are erected but prior to placement of concrete.
Vfer Electrical Ground: Install ground rod at footing and call for inspection in conjunction with footing and/or
foundation inspection.
Footing: After trenches are excavated.
Foundation: After forms are erected but prior to concrete placement.
Post and Beam: Prior to floor insulation or decking.
Floor Insulation: Prior to decking.
Shear Wall Nailing: Before covering sheathing with finish materials.
Framing Inspection: Prior to cover and after all rough in inspections have been approved.
Wall Insulation: Prior to cover.
Ceiling Insulation: Prior to cover.
Pai!:e 3 of 4
CITY OF SPRINGFIELD'
Building/Combination Permit
Status
Issued
PERMIT NO: COM2008-00574
ISSUED: 04/29/2008
APPLIED: 04/24/2008
EXPIRES: 10/29/2008
VALUE: $ 95,200.00
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
Drywall: Prior to taping.
Final Building: After all required inspections have been requested and approved and the building is complete.
Underfloor Plumbing: Prior to insulation or decking.
Underfloor Drain: Prior to cover or placement of concrete.
Rough Plumbing: Prior to cover and including required testing.
Water Line: Prior to filling trench and including required testing.
Sanitary Sewer Line: Prior to filling trench and including required testing.
Storm Sewer Line: Prior to filling trench.
Final Plumbing: When all plumbing work is complete.
Underfloor Mechanical. Prior to insulation or decking and including required testing.
Underfloor Gas: After line is installed and required testing and capped if not attached to an appliance.
Rough Gas: After line is installed and required testing and capped if not attached to an appliance.
Gas Service: After line is installed and line has been connected to a minimum of one appliance including required
testing. Presure test done at this point.
Rough Mechanical: Prior to Cover
Final Gas: When all gas work is complete.
Final Mechanical: When all mechanical work is complete.
Temporary Electric: Approval required prior to Utility Company energizing pole.
Rough Electric: Prior to Cover
Electric Service: Approval required prior to utility company energizing service.
Final Electric: When all electrical work is complete.
By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all
information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with
the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and
that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety.
I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project.
I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the
street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all
times during construction.
~.;)~~
Owner or Contractors Signature
l( -e::29~o~.
Date
Pae:e 4 of 4
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET
JOURNAL OR JOB NUMBER COM2008-00574
NAME OR COMPANY Hayden Homes
LOCATION 5773 PumIce Place
TAX LOT NUMBER- 1802030013200
DEVELOPMENT TYPE Smgle Famlly ResIdence
NEW DWELLING UNITS I BUILDING SIZE (SF: 1112 LOT SIZE (SF)
1 STORM DRAINAGE
DIRECT RUNOFF TO CITY STORM SYSTEM
IMPERVIOUS S F x COST PER S F CHARGE
1577 75 $0346 I = $545 93
RUNOFF ROUTED TO DRYWELL DESIGNED AND CONSTRUCTED TO CITY STANDARDS
IMPERVIOUS SF x COST PER S F I x DISCOUNT RATE DISCOUNT
o 00 $0 346 I 50% $0 00
ITEM 1 TOTAL - STORM DRAINAGE SDC
2 SANITARY SEWER - CITY
A REIMBURSEMENT COST
I NUMBER OF DFU's x
I 16
COST PER DFU
$26 83
B IMPROVEMENT COST
I NUMBER OF DFU's I x
I 16 ,
COST PER DFU
$20 40
ITEM 2 TOTAL - CITY SANITARY SEWER SDC
5663
V1
P-1
Q
-0
U
~
P-1
E-<
V1
>-<
CJ
~
$545.93
$545.93
1070
$429.33
1091
=1
$326.46 1092
"
II
$195.48 1093
$755.80
3 TRANSPORTATION
A REIMBURSEMENT COST
I ADT TRlP RATE x
I 957
NUMBER OF UNITS x I COST PER TRIP-
I I 20 43
B IMPROVEMENT COST
I ADT TRIP RATE I x NUMBER OF UNITS x
I 957 I 1
ITEM 3 TOTAL - TRANSPORTATION SDC
x NEW TRIP FACTOR
100
=1
COST PER TRIP
$90 10
$1,057.73
x INEWTRlPFACTOR
I 1 00
1094
$862.25
4 SANITARY SEWER - MWMC
A REIMBURSEMENT COST
INUMBER OF FEU's I x
I 1 I
ICOST PER FEU
I $95 35
B IMPROVEMENT COST
INUMBER OF FEU's I x ICOST PER FEU
I 1 I $99039
MWMC CREDIT IF APPLICABLE (SEE REVERSE)
MWMC ADMINISTRATIVE FEE
ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = 1
SUBTOTAL (ADD ITEMS 1,2,3, & 4) = 1
5 ADMINISTRATIVE FEE
SUBTOTAL x I ADM FEE RATE
$3,455 20 I 5%
TOTAL SANITARY ADMINISTRATION FEE
TOTAL TRANSPORTATION ADMINISTRATION FEE
Todd Singleton
PREPARED BY
4/24/2008
DATE
=
$95.35
1054
=
$990.39
$0.00
$10.00
1056
1055
1054
$1,095.74
$3,455.20
CHARGE
$172 76
9531 1079
$77 45 r 1078
I
TOTAL SDC CHARGES
$3,627.96
DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE
NUMBER OF NEW FIXTURES x UNIT EQUIV ALENT ~ DRAINAGE FIXTURE UNITS
(NOTE FOR REMODELS, CALCULATE ONLY THE NET ADDmONAL FIXTURES)
NO OF FIXTURES DRAINAGE
UNIT FIXTURE
FIXTURE TYPE NEW OLD EQUIVALENT UNITS
BATHTUB 1 0 3 = 3
DRINKING FOUNTAIN 0 0 1 = 0
IFLOOR DRAIN 0 0 3 = 0
IINTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC 0 0 3 = 0
I INTERCEPTORS FOR SAND / AUTO WASH / ETC 0 0 6 = 0
ILAUNDRY TUB 0 0 2 = 0
CLOTHESW ASHER / MOP SINK 1 0 3 = 3
CLOTHESW ASHER - 3 OR MORE (EA) 0 0 6 = 0
I MOBILE HOME PARK TRAP (I PER TRAILER) 0 0 12 = 0
I RECEPTOR FOR REFRlG / WATER STATION / ETC 0 0 1 = 0
I RECEPTOR FOR COM SINK / DISHWASHER / ETC 1 0 3 = 3
SHOWER SINGLE STALL 0 0 2 = 0
SHOWER GANG (NUMBER OF HEADS) 0 0 2 = 0
SINK COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 = 3
ISINK COMMERCIAL BAR 0 0 2 = 0
ISINK WASHBASIN/DOUBLE LAVATORY 0 0 2 = 0
ISINK SINGLE LAVATORY/RESIDENTIAL BAR 1 0 1 = 1
IURINAL, STALL/WALL 0 0 5 = 0
ITOILET, PUBLIC INSTALLATION 0 0 6 = 0
ITOILET, PRlV ATE INSTALLATION 1 0 3 = 3
MISCELLANEOUS DFU TYPE NUMBER OF EDU'S
20 = 0
TOTAL DRAINAGE FIXTURE UNITS 16
*EDU (Eqwvalent Dwelhng Umt) IS a dIscharge eqwvalent to a smgle fmmly dwelhng UnIt (20 DFU's) set at 167 gallons per day
MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE
YEAR
ANNEXED
BEFORE 1979
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
1991
1992
1993
1994
1995
1996
1997
1998
1999
2000
2001
CREDIT RATE/$I,OOO
ASSESSED VALUE
$529
$529
$519
$512
$498
$480
$463
$440
$407
$367
$322
$273
$225
$180
$1 59
$145
$125
$109
$092
$072
$048
$028
$009
$005
IS LAND ELGIBLE FOR ANNEXATION CREDIT?
(Enter 1 for Yes, 2 for No)
IS IMPROVEMENT ELGIBLE FOR ANNEX CREDIT?
(Enter 1 for Yes, 2 for No)
BASE YEAR
CREDIT FOR LAND (IF APPLICABLE)
VALUE / 1000 CREDIT RATE
$0 00 x $0 00
CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION)
VALUE / 1000 CREDIT RATE
$000 x $000
TOTAL MWMC CREDIT
=
2
2
2005
= ,
$000
o
$000
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225 FIFTH STREET. SPRINGFIELD, OR 97477 . PII'(541)726-3753 . FAX, (541)726-3689
ELECTRICAL PERMIT APPLICATION
CltyJobNumber {'~~ -tJOt:;; 7.e:f
Date
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ServIce Included
1000 sq_ ft or less
Each addltional 500 sq ft or
portJOn thereof
I
/
$11700 1/7/0
$ 21 00 '2-1. IJ-I
Permlts are non-transferable and expIre if work IS Each Manufact'd Home or
not started WIthin 180 days of issuance or If work is Modular Dwellmg ServIce or
_ . _ _Suspended-for-_180_days___________________ ___n ___Feeder -- - -- ---------------
$55 00
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Electncal Contractor T;;tP)/tJ1fi1 r:-/ec
Address ;;2087'1 Gvef,l L..f
(
1s~~
200 Amps or less
201 Amps to 400 Amps
401 Amps to 600 Amps
601 Amps to 1000 Amps
5*lt-'31779 'J3- --OverrOOO-Amps/Volts
Reconnect Only
$ 70 00
$ 83 00
$138 00
$180.00
--$"413~Ov
$ 55 00
--- ---Clty
t'bone
Exprrat]on Date
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Supervisor License Number
S]gna1 Te of Supervtfsmgplectncian
~\ .
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Installation, Alteration or Relocation
200 Amps or less
201 Amps to 400 Amps
401 Amps to 600 Amps
Over 606 Am s or 1000 V olts see "B" above
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Exprrabon Date
Canstr Contr Number
$ 55 00
$ 76 00
$11 0 00
'\"; JJ\Jel~IN:".[71',:
'l~~ql~lt!\ ,'\1<l{:~:; 'I~Jl ~
, f!fh~~t.:JA~~Jj 'A-It
New Alteration or ExtenslOn Per Panel,
One Clrcmt
Each AddItional Crrcuit or WIth
Servlce or Feeder Permlt
$ 48.00
Owners N~e . - ~&.:;'~,/,Ifr'\.
Address "~I L /' l-. . or
,...{ ,-, cp _ f. ') ldV
Clty Rrdl'V)(:'t'lM
$ 400
I;J~>/~ t!"~_ is
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U THIS Ci;;];).~ .
Phone .. ;L~'6 - t;; '13 5- p)fflf1-ej]~~~~prsHAlf '0 ,.. $ 55 00
. 9~~?,~1-~i~m~,Sq ~~', m~~:F Tf-'r: lNfJ13 00
OWNER ~~:r~11~eaon law requires you to LlD1lted ~d~~/Rep)d~nt~~ 1\ ,~,' cR,'I(1)"' :, ,~,i&.~o
Yfiemstallation i~ bemg ma:d~)j)n(~i~lf~ Pf~'Wli~[\ity riiillt~a~Ederk/toTI\ti\efiIJaTlf~ -{}11;"-=,~. f' ~~ $' 50 00 -- ---- ---
t' t dyd fI I 1 eror =ebDse rules a.e set forth "
]s no m en 9r:~a~, J:_001rO Ulrough OAR 952_001"]Y1Jmmum Electnc Permit InspectlOn Fee is $50.00 + Surcharges
Owners SIgnature',-,,' (1,;:"/ obtain copies ofthe rules by 4. /;) '"tJ
,. 'c Genter. (1\:ote' the telephone _ 12% Stat S h ' ...., -~, I r..
" ,~I IC( lIie u(e6U11 Cl;l;ty' t~;)tlf1catlon 10~A~:;at%~eFee ~ "
\.. enl8( is 1-800-332-2344). 5% Technology Fee .I J..:;
InspectIOn Request: 726-3769 TOTAL 2-4':::: It ~
Sh~'d Dm,(T )IB", " '"' Fom<IEkolno. P"m" APPhO",O~ .;, doo j
',1'1' H~; ("~' ...~,~ 1",'
(II; lh_.~~l-:'\{,,",~I, 1
" 't.'1,,ia tio'iJ
:u~tll!Il.U~{&i'.J!ALI
225 Fifth ~treet
Spribgfield, Oregon 97477
541-726-3759 Phone
City of Springfield Official Receipt
Development Services Department
Public Works Department
Job/Journal Number
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
COM2008-00574
Payments:
Type of Payment
Cred ItCard
cRecelOll
RECEIPT #:
1200800000000000409
Date: 04/29/2008
Description
SIdewalk PermIt
Curbcut PermIt
PW DISC - 2nd PermIt
Storm Dramage ImpervIous Area
Sanitary Sewer - ReImbursement
Sanitary Sewer - Improvement
SDC Transpo Reimbursement
SDC Transpo Improvement
SDC MWMC ReImbursement
SDC MWMC Improvement
SDC MWMC AdmmlstratlOn
SDC Sanitary/Storm Admin
SDC TransportatIon Admm
Plan RevIew Same As
BUlldmg PermIt
Addressmg AssIgnment
WilIamalane Smgle FamIly
1 Bath One & Two FamIly
Storm Sewer Each Addtl 100'
Furnace - up to 100,000 btu
Vent Fan
ApplIance Vent
Exhaust Hoods
Dryer Vent
Gas Outlets 1-4
-Mech Iss 2+ ApplIances-
Residence Wlrmg 1000 Sq Ft
Residence Wlrmg Ea Addtl 500
Temp Power 200 amps or less
FIre SF Fee - ResIdential
Plan Review Major - Plannmg
+ 5% Technology Fee
+ 12% State Surcharge
+ 10% AdmmlstratIve Fee
Paid By
HAYDEN HOMES - TIM D
Item Total:
Check Number AuthorizatIOn
Received By Batch Number Number How Received
IIh 99182 In Person
Payment Total:
Page 1 of 1
8:22:59AM
Amount Due
8500
8500
(40 00)
545 93
429.33
32646
195 48
862 25
9535
990 39
1000
9531
77 45
220 00
605 68
3500
2,513 00
160 00
1600
1400
1400
700
10 00
700
500
4000
11700
21 00
5500
5560
205 00
6833
123 80
10873
$8,159.09
Amount Paid
$8,15909
$8,159.09
4/29/2008
Job. No.~g -~ !;71
SYSTEM DEVELOPMENT CHARGE WORKSHEET FOR 2008
NAME: Lf1+r-lJ67tJ ~~e.s PHONE: 2.2.:' - C~..r
ADDRESS:Zf"';5~~~6( CITY/~~ STATEtKZIP: 1175:6
/le,
LOCATION OF PROPOSED BUILDING SITE:
Street Address: ~-713 ,~U/Hl'cC ;/t (
PlatName:~tJ( ,71I~f Tax Lot Number: /802- O~ (r1? J~2..d-O
1. DEVELOPMENT TYPE (Check appropnate dwelling(s). Dwelling type definitions are on the
back. }
A. Sinale-Familv Detached
NO. OF UNITS
X $2,513 per unit =
$ _Z~L3-
B. Sinale-Familv Attached
NO. OF UNITS
X $2,726 per unit =
$
C. Multi-Familv Aoartment
NO. OF UNITS
X $2,323 per unit =
$
D. Sinale Room Occuoancv
NO. OF UNITS
X $1,162 per unit =
$
E. Accessorv Dwellina Unit
NO. OF UNITS
X $1,257 per unit =
$
WILLAMALANE SDC $
2. SDC CREDI_T (If applicable) SDC payer must furnish proof of
Willarnalane Credit approval.} $
3. TOTAL WILLAMALANE NET SDC ASSESSED
, (if SDC reduced for Credit)
~t~~
City of Springfield
$ '2S-/~
4, ,lq ,-Of)
Date
5
SAl"\.6" A. '3:.,
S7 1'''1 ol3:;,t'o{c'~"',
.~
~/s-~
L -:8' ~YI't
,"
225 FIFTH STREET. SPRINGFIELlJl0R 97477 . PR:(541)726-3753
City Job Number QS ~ 5l-r
~ 1 & 2'Farnily Dwelling or Accessory
o Multi-Family
o
. FAX: (54])726-3689
'-(-;;;t'-l-o 7'
o Demolition
o Other
Nen' Construction
Date
IXI
o . Addition/Alteration/Replacement
o Tenant Improvement
Com rn ercia III n dustri a I
S77~ P(JN\,t't"',
Job Address
Lot :;21;,0
Block
Subdivision J~~""
I
Project Name
Description of Workl1ocation on premises/special conditions
o ProperhJ OwneJ~,::t,:. .
Name j-1<v.tdr'Y\ ~es
Mailing Address ::i4f.,c; 5w 6MC/"," II.
City RcolY'honrA State ale Zip <f77Sr;,
Phone 54/-.l2t;(-C,Q3"l Fax ,41-8-57?,
Owner Representali ve
Phone
Fax
o :.Applicant
Nam'.' 4vrJ"." I:brnc",
Mailing Addrtss 1',0 &v
City ~'NoG.Yof State'
Phone sq/-2{P<;<-C;;Qi.rFax
CI<~
Zip
74/ ' ;)$ 7;1
O ~~ ", - . - '; 'n ':':'K:- '~~'"'''~>:''''il:-~'''''':~-(?'1::*~Jr,l":1~~'
Architect/DesigherIEngine"'ei.;;.;~~'t..&'~;@,.~:
Name 1/.v.......1U'\ IIom"""'- /%:i A 6,,,
I U
Address
City
Contact Person
State
Zip
Phone
Fax
EI
Contractor's Name
~dm I-k..-.,..
~~:~:i~al~~~~~~ ,;~"'Q~ f
Electrical - 7~:AI":'?':h" ,- .....
o .....ComJnercialiYitiiust,ialPj-ofecis.;:.
" '.' """-,'. ....,...... ....,......
Has site review application been submitted?
DYes 0 No 0 NIA
If so, l]'ame ofPlarrner
Journal Number
General
Bldg No. Suite No.
M....JrlU.S; Tax MaplTax Lot /~)d'l~ 1?7~
,
.:i~iF.il;;ilYDi~';lling .
SQ Ft X $/SQ Ft
New Dwelling Area &3 2. ,
Garage/Carport Area ,.(;l&)
Other Structure Area
Total Value
>i'\'-'f.;':J;~oS*'~:.:';;;'~;,};\: "':--:;i',"_):;".<: '. "_ .
UJ<iilj,1]i~!'G.ialjlndu~mrIIjMulti-F(lmily ...
SQ Ft X $/SQ Fl
Value
Value
Existing Building Area
New Building Area
Totai Value
Existing
New
Occupancy Group(s)
Const. Type(s)
Number of Stories
Expiration Date
Phone #
f'lv""IJ 11:..1<",
~:;1].~siMnhalf1:()je"f"j,-. .
Heat Source: Primary (..... c,.' s
Water Heater I~t:... <- Range
Do you require any of the following for this project?
Over-width or Second Driveway 0 Yes j]J No
Temporary Power ~ Yes 0 No
Notice: All contractors & subcontractors are required to be licensed with the Construction Contractors Board of the State of Oregon
under D~ovisions of 9~.S 701 and ~~~ ,~~ required to'be li-cens.ed in the jurisdiction where work is bein,g_performed.
LFor Qffice UseOnliJ '. .:'.,:...'/!.''''.';:',';'fC.; - ,-:'.::,', ","!'> "',:" ''',,,,,,,'',_.. ,'" .' .' -_,. '.' ._.,'
I PLAN CHECK FEE I I RCPT# I IDATE I
PERMIT APPLICATION
BUILDING
Secondary
Energy Path
j
I BY I
Sllared Drivc(T:)/Building Fo'nnsIBuitdinb: Pennil Application IO.02.doc
~.-
. ~. PUMICE' PLACE ..
C"f I 279,66. .
~ . 5000 . ,~iP:;iifiiijj.~" 50 00 ' ~...,. 50 C
- ~, r- - - ....::... ~ - ~,.,;~~~'.;~' - _0- _ - '-., - - --=-
. \ '~ ,
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;. ' .~ ." ~
. I .., ~_l!Jfl..
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, g Ii ti ~g mR.e~lIBJ ci
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~
"
j' 260 261 2~
I
~, ~ 5000 SQ. FT. 'I~ ' 5000 SQ. FT. ~ 5000
" .. ".
1'-
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' ..., '_ 6
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- --
-
-
FT.
259
,
.]1: , 5000 SQ. FT.
-
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-
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.~
,~
.
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- ,
-
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~
.~
N89.26'49"B
50.00 ' '--_ I _--', 50.00
. "';i,.f.;'~.:_,~,v:~':~"";(M"';,".If,*...JOt.'-'i'~:".""f;-.
N89"26'49"f
-:-~'tI1---
l398.16
-..,J~ 5Oo~
-- !- ......-
",,"-.
SOJ '
JJJ. 16
TYPICAL ON THIS SIDE
LOT NUMBER (PAGE)
LOT 218 (P-5) ,
LOT 224 (P-7)
LOT 230 (P-7)
LOT 261 (P-7)
LOT 244 (P-B)
LOT 246 (P;"B)
LOT 250 (P-B)
.
TYPICAL ON THIS SIDE
LOT NUMBfR (PAGE)
LOT 219 (P-5)
LOT 225 (P-7) ,
LOT 229 (P-7) ,
IJIf)J*2~6..~)lI
LOT 243 (P-8) , '
lOT 245 (P-B)
LOT 249 (P-B)
LOT 255 (P-8)
~~/~~~\, ~L3'dO' ADDmOHAl. PUE
. j 5.00 OffSa
. r , - l/OF PROPERTY UNf '
. 5.00 5.00
----l-L-]~-~r---- .
o lu 3.00 0 \.oJ
0::;) 0::;)
"a.. "Q..
R!W I i
DETAIL 1
TYPICAL pur DIMENSIONING ALONG LOTS WITH,
NON-CURVED RIGHT-OF-WAY
NOT TO SCALE
~-
,., :
DEVELOPMENT SERVICES DEPARTMENT
225 FIFTH STREET
> SPRINGFIELD, OR 97477
;541) 726-3753
FAX (541) 726-3689
www.ci.springf[eld.or.us
Date: ~J7.~" W' 6
.-
, \ ~(J thVL, \J,,~
Re: Address: c:; -:r0:,~ '?u~ ,; Building Permit Nwnber COM200 <?, '- ('ill');' 15
, ':37 73 \V<.J~"-<- ' 0 -aI.:6r<-f
The location of the stlUctures as shown'on the plot plan of your proposed project appears
to meet the minimum residential setback requirements of the Springfield Development,
Code (SDC 16,050), ~~ f'-'-<-' S:s-; N ~<ccJi-c-,<
There is little or no room for error in the placement of the proposed stlUctures on the lot,
therefore, the property will need to be surveyed by a licensed surveyor to verify the
location of the property lines in relation to the proposed siting of the project A copy of
this survey will need to be submitted to the Community Services Division, Building
Safety Section or to the Building Inspector at the time of your site inspection, All
, property and stlUcture pins shall remain on the property for verification by the Building
Inspector at the time of the footing inspection. '
Should you have any questions regarding the above, feel free to contact me at 736-1003.
Sincerely,
~
Tara Jones
Planner
Development Services
Planning Division
. t4C'N "
.;tt::' c 'B - 7 il{
~ ~~s. !I~~~:~~~~
BUILDING PERMIT CHECKLIST- ----~_
. LoT ?kQ
I Lot Size
I Zoning
I Plan Designation
I Metro Plan Designation
. I Building Height
I Solar Setback Approved
I Percentage Lot Coverage
'1 Willamette Greenway
I Hillside Development
I UF-IO
I Historic
I FloodPlain Zone
'. I FloodPlain Panel
I Floodway
I Wetlands
I HL',.r F ~"'__;.~ r'("l""".
. I Tree Felling
Setbacks f JjJ1L ~<1?1
(house) .s Je.) Ws .5'".
. I Pave Driveway
I Number of Street Trees
Prior Journal Numbers
c;oD 0
L-n~
~
I \> (2.
. 1 CD n ___
I)G~ d'<Jw
"'bL-. ~.
<6)G
I, -zs
I 0
I
I
]
-,
~
--
-
-
I
I
I
I
I
1
'-
~
-.
--
Setbacks
(garage)
NS
--
E W
Comments
\ A J2.-::)
0, '
LV~~~-C('j1lD4 .
.~ ~~-?~7 ~ 6'6bC7G- -~ 1...,/~/o:=t..
(~~ ~p~l(ot c"'" l~
I ?~J I
~~A
\fVC ..... S'.~ J
I Plan Check Fee Entered
Multi-Loaded Beam[ 2003 International Residential Code (01 NDS) 1 Ver: 7,01,12
By: Donald Moore, City of Springfield on: 04-24-2008 : 5:59:56 PM
Proiect: Hayden 08-574 - Location: OHD Header check
Summary:
3,125 IN x 12,0 IN x 10,25 FT /16F-V1 "Visually Graded Western Species - Dry Use .
Section Adequate By: 38,0% Controliing Factor: Section Modulus / Depth Required 10.22 In
Center Span Deflections:
Dead Load: DLD-Center=
Live Load: LLD-Center=
Total Load: TLD-Center=
Camber Required: C=
Cente' Span Left End Reactions (Support A):
Live Load: LL-Rxn-A=
Dead Load: DL-Rxn-A=
Total Load: TL-Rxn-A=
Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A=
Center Span Riqht End Reactions (Support B):
Live Load: LL-Rxn-B=
Dead Load: DL-Rxn-B=
Total Load: TL-Rxn-B=
Bearing Length Required (Beam only. support capacity not checked): BL-B=
Beam Data:
Center Span Lenqth: L2=
Center Span Unbraced Lenqth-Top of Beam: Lu2-Top=
Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom=
Live Load'Duration Factor: Cd=
Live Load Deflect. Criteria: U
Total Load Deflect. Criteria: U
Center Span Loading:
Uniform Load:
Live Load: wL-2=
Dead Load: wD-2=
Beam Self Weight: BSW=
Total Load: wT-2=
Point Load 1
Live Load: PL 1-2=
Dead Load: PD1-2=
Location (From left end of span): X1-2=
Point Load 2
Live Load: PL2-2=
Dead Load: PD2-2=
Location (From left end of span): X2-2=
Point Load 3
Live Load: PL3-2=
Dead Load: PD3-2=
Location (From left end of span): X3-2=
.Point Load 4
Live Load: PL4-2=
Dead Load: PD4-2=
Location (From left end of span): X4-2=
Properties For: 16F-V1-Visually Graded Western Species
Bendinq Stress: Fb= 1600 PSI
Shear Stress: Fv= 175 PSI
Modulus of Elasticity: E= 1400000 PSI
Stress Perpendicular to Grain: Fc perp= 560 PSI
Bendinq Stress of Comp, Face in Tension: Fb_cpr=, 1050 PSI
Adjusted Properties .
Fb' (Tension): Fb'= 1590 PSI
Adjustment Factors: Cd=1 ,00 CI=0,99
Fv':
Fv'=
Adiustment Factors: Cd=1 ,00
Design Requirements:
Controllinq Moment:
3,998 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controllinq Shear: ,
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
M=
V=
Area (Shear):
Moment of Inertia (Deflection):
Sreq=
S=
Areq=
A=
Ireq=
1=
0.07 IN
0,14 ' IN = Ll880
0.21 IN = Ll590
0.10 . IN
1707 LB
636 LB
2343 LB
1.34 IN
1294 LB
714 LB
2008 LB
1,15 IN
10,25 FT
2,0 FT
10.0 FT
1,00
360
240
0 PLF
0 PLF
8 PLF
8 PLF
990 LB
60 LB
2,0 FT
931 LB
558 LB
4,0 FT
540 LB
324 LB
6,0 FT
540 LB
324 LB
8,0 FT
175 PSI
7202 FT-LB
2335 LB
54.36 IN3
75.00 IN3
20.02 iN2
37,50 IN2
184,03 IN4
450,00 IN4
.)
~..
ii
, I
CITY OF SPRINGFIELD
DevelopmentServices Department
Building Safety Division
, ResidentiaL2lan~Review
JOB ADDRESS 5713 /aIJ1IC~ CITY JOB#: f..-f> - ~71-
OWNER: tfM{ 'Dt::lt.J PHONE: "2-2-~- (p 1 r >'
CONTRACTOR: OwN~ PHONE:
Items listed below (if any) and those marked in red directly on the approved permit
documents are incorporated into this project in addition to any requirements appearing on
the constructio'n plans and the City standard document entitled "Single Family and Duplex
Construction Most Commonly Missed Items". A corresponding number is marked on your
plans for any items listed below where applicable.
All references are to the 2005 Oregon State Residential Specialty Code, (2003 International
Residentiai, Code as amended by the State of Oregon, unless noted otherwise). A copy of
this code TI:lay be obtained from the Building Tech Bookstore, Inc., 8020 S.W. Cirrus Dr.
Beaverton, Oregon 974008-5986 '
Your signature'on the Building Permit is an agreement, that all items will be installed or
corrected, and that all work on this project will comply with applicable codes. ,
ISSUANCE OR GRANTING OF A PERMIT' OR 'APPROVAL OF, PLANS,
SPEClFlCATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, ORAPPROV AL OF, ANY VIOLA nON OF ANY OF THE BUILDING
SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF
SPRINGFlELD.
PLANS REVIEWED BY:
~/1 . ,;1/ ~ PHONE:/2& - :J h23
'Review completed on "+/2+/(j~
..,N/~ ,(1:f/V6!L2f)
Single Family and Dupiex Construction
Most Commonly Missed Items
. J .
, ..p..'..a~'..u>
...,.....~...;;:II.'If1jl;:.'AiI.J:I=itt.!o'
DEVELOPMENT SERVICES
225 FIFrH STREET
SPRINGFIELD. OR 97477
~tb
This sheet is attached for your convenience. Included are many often missed requirements of the Oregon building codes. Springfield
inspection staff will check for these items as well as all other requirements of the codes. There may be additional items marked in red
on the approved plans that must be completed before calling for the corresponding inspection, When structural engineering
accompanies plans, the ownerlbuilder must complete any additional requirements, Complete requirements of the code can be found in
the 1998 State of Oregon Edition of the International One and Two-Family Dwelling Code, [The number in square brackets is the
code reference.] .
Inspection Request Line: 726-3769 Springfield Building Divisions: 726-3753
BUILDING PLANNING '
I, Provide ventilation in every habitable room' by means of operable exterior openings equal to at least S% of the floor area of the
room. Exception: Provide a mechanical ventilation system capable of producing 0,3S air changes per hour in the room, [303.1]
2, Bathrooms shall have exterior glazed openings of not less than 3 sq ft., half of which must be able to open, or a venting system
capable of five air changes per hour, Vent to outside, [303.3]. ,
3, Habitable rooms shall have a ceiling height of not less than 7' for at least SO% of their required floor area. [30S.I]
4, Provide a 21" deep clear space in front of all water closets. [307.2]
S, Provide laminated, tempered, or heat-strengthened glass for all glazing iocated in door assemblies, railings, tub and shower
enclosures, or within a 24" arc of a door. Exception: Glazing in tub and shower enclosures and near doors need not be tempered if
located at least 60" above the adjacent floor, or drain inlet. [308.4]
6. Openings between the garage and residence shall be equipped with either solid wood doors not less than I 3/8" in thickness or 20-
minute fire-rated doors. [309.1]
7, The garage shall be completely separated from the residence and its attic area by means of y," gypsum board or equivalent applied
to the garage side. [309,2] ,
8. Garage and carport floors shall be sloped to. drain liquid toward a drain or the main vehicle entry door. [309.3]
I, 9. Provide operable egress windows in each bedroom with a minimum net clear opening of S,7 sq. ft, (Min. S sq, ft, when sill is
located within 44" of adjacent exterior grade.) Minimum net open height: 22"; Minimum net open width: 20"; Maximum sill height:
44". [310.1.1]
) 0, Enclosed accessible space under stairs shall' have walls and soffits protected on the enclosed side with y," gypsum board or
equivalent. [314.8]
) I, Minimum hallway width 36" finish wall to finish wall. [314, I]
12, A minimum 3' x 3' landing is required on each side of an egress door, maximum 1-i/2" below the top of the threshold. [312]
Exceptions: 1, At the top of a flight of stairs, provided the door does not swing over the stairs,
2. At required exit door, shall. not be more than 8" below the top of threshold when the door swings in.[3l2]
l3, Min, stairway headroom 6'- 8"; Min, Riser 4"; Max, Riser: 8"; Min. Tread: 9"; Min. clear width above handrail: 36". [314]
14. Provide means to illuminate both interior and exterior stairways and landings. [303.4]
IS, Provide a continuous handrail on at least one side of stairways of more than three risers, I 1/4"- 2-S/8" cross-sectional dimension
with a gripping surface and no sharp comers, 30" to 38" above the nosing of the tread, with a minimum 1-i/2" clearance to the wall.
[31S,1 &3IS.2] . .
16. Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guardrails not less than 34" in
height measured vertically from the nosing of the treads. Intermediate rails shall be,spaced so that they do not allow passage of an
object S" or more in diameter, [3IS.3, 3IS.4]
17, Porches, balconies, or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails, minimum
36" in height, with intermediate rails which 'do not allow passage of an object 4" or more in diameter, [3IS.3, 3IS.4]
18, Required exit door shall be a side-hinged door and not less than 3' in width and 6'8" in height. [3 I 1.3] ,
19, Provide S/8" Type 'X' gypsum board, or equivalent one hour assembly, each side of duplex patty wall, and extend to roof
sheathing,[320,1] ,
20, All habitable rooms and area shall be provided with a permanent approved heat source capable of maintaining a temp, of68 degrees
F, at a point 3' above the floor.[303.6]
FOUNDATlON/GRADlNG '
2 I, Gravel or other structural fill deeper than 4" which is placed to support foundations must be inspecied during placement and the
compaction by an approved special inspector, Provide copies of special inspection reports to the City inspector.
22, Concrete shall be S-7% air entrained with a minimum compressive strength of: a) 2S00 psi for basement walls and foundations not
exposed to weather and for basement slabs and interior slabs on grade (except garage slabs); b)3000 psi for basement, foundation
and exterior walls and other vertical work exposed to weather; c) 3000 psi for carport and garage floor slabs and for porches and
steps exposed to weather, [402.2 and Table 402.2]
23, Minimum footing sizes shall be as follows: [Table 403.1.1]
Supporting I floor and a roof: 12" wide', 6" thick, 6" thick stem wall
2 floors and a roof: IS" wide', 7" thick, 8" thick stem wall
3 floors and a roof: 18" wide', 8" thick, 10" thi~k stem wall
'When load bearing capacity of soil is 1000psf, 18" wide footing is required for 1 story, 23" for 2 story, 27" for 3 story
24. Footings shall be minimum 12" below grade. [403.1] Stem walls shall extend at least 6" above finished grade. [403,1.3]
25, Ground under building shall be sloped to a low point, and an underfloor drain installed to provide positive drainage from under the
building. The grade in the underfloor space shall be as high as the outside finished grade, unless an approved drainage system is
provided.[409.4] Groundwater collected or drained from under or around the buildings shall be piped to an approved disposal ,Ite.
Subsoil drains which cannot remove groundwater by gravity shall have an approved ejector,[3806.2]
26, The sill plate or floor system shall be anchored to the foundation with minimum y," diameter bolts, embedded at least 7" into
concrete or masonry, spaced at 6'-0" on center maximum with at least two bolts per plate and one batt within 12" of ends or comers.
[403.LS]
27, Foundation drainage shall be provided around foundations enciosing habitable or usable space below grade, [405,1)
28. Columns and posts shall be anchored to prevent lateral displacement. Exception: Columns less than 4' in height, bearing on a pier
or footing within a crawl space that is enclosed by a continuous foundation wall need not be restrained at the bottom end. [408,3]
29. Provide 12" clearance to grade from underside of girders and beams and 18" clearance to grade from underside of joists or provide
pressure treated wood. [322, I] ,
30, Provide 3" min. bearing for girders entering masonry or concrete, with y," air space on tops, sides and ends. [S02.4, 322,1]
31, Provide access to all underfloor areas: 18" x 24" minimum, [409.2] ,
32. Provide underfloor ventilation equal to I square foot for every ISO feet, One vent is required within 3' of each comer, Vent' ,hall
have corrolllon..re.iatant wire maah pr equ~v~lent with the leallt dimension being 1/8". Underfloar ventllatlon may be reduced to
111500 of the crawl space area where 6 mtl. black polyethylene sheeting or other approved ground cover is installed" [409,1]
33. Provide 6 mil. black polyethylene ground cover, lapped 12" at joints and extending 12" up foundation walls, in all crawl spaces
where underfloor insulation is installed, [C401.9.2]
34, Provide 5S# rolled roofmg or 6 mil. black polyethylene over 4" clean sand, gravel, or crushed rock beneath all concrete floor slabs.
[50S,2.3,C401.9.2] ,
3S. The grade away from foundation walls shall fall a minimum of 6" within the fIrst 10', Exception: Drains or other approved meanS
shall be provided to ensur'U'ositive drainage. [401.3]
36, Slopes for permanent cutS or fills shall not be steeper than 2 units horizontal to I unit vertical. Exception: Steeper slopes may be
pennitted when a soils investigation report containing data to justify such slopes is approved by the City. [401.6]
37, Sealing required be\Ween wall and floor, between floor and foundation to prevent air leakage into building envelope.[C401.8,2]
~LS.& ROOFS
.3S, Gypsum board used as shower and bathtub ceramic tile backing shall be water-resistant. All cut or ;~posdd edges, including thc ,e
at walllnter.ecticn., .hall be .ealed a. recommended by the manufacturer. [702.4.2]
39, M8!onry veneer anchors may support 22/3 square feet of veneer, maximum, and shall attach to continuous #9 wlre,[703.7]
40, Flash all exterior doors, windows and horizontal wood trim. [703.S]
41. prcvlde bracing at all gable end wall. exceeding 14 feet In length, [See .tandard City of Springfield detaUs for approved bracing
methods.] ,
42. Nails and staples must not be consistently over driven beyond flush with the sheathing surface,[Table602.3(1)and (2)]
43. Shear wall nailing orstapling must remain exposed for inspection approvaI.[I13.1-113.4]
44. Truss Engineering must be onjob site at framing inspection, for all type trusses used. [502.10; S02.11]
45, Trusses shall not bear on partition walls unless so designed. [30 L1]
46, Enclosed attics and rafter spaces shall be provided with cross ventilation, Net ventilating area shall be not less than 1/150 ofthe
attic area, Exception: Net ventilating area may be reduced to 1/300 when at least 50% and not more than SO% of the ventilators are
located at least 3' above the eave or cornice vents or when an approved vapor barrier is installed on the warm side of the insulati)O,
Provide a I" minimum air space above'insulation and baffle at eave or soffit vents, [S06, E40 1.2.1]
47. A readily accessible attic access framed opening not less than 22" x 30" shall be provided to any attic area having a clear height of
over 30". [S07,1] ,
48. Roof coverings shall comply with the general requirements of Chapter S and the specific requirements of each section based Up110
type of material: a) asphalt shingles [903]; b) slate shingles [904]; c) metal [905]; d) tile, clay or concrete shingles [906]; e)
built-up roofing [907]; t) wood shingles [908]; g) wood shakes [909],
49. Roof storm drains shall be provided to collect and discharge storm drainage to an approved drainage system.[SOI ,3] One 3" I'll"
graded 1/4" per foot can accommodateup'to 2,320 square feet of surface area,[Table 3811.2]
50. End walls to be step flashed or to manufacturers specs,[903.3]
MECHANICAL & PLUMBING ."
51. Heating and cooling appliances located in a garage or other area where they may be subject to damage shall be suitably guarde,
against such damage. (Protection is typically provided by concrete filled pipe bollards,) [1307.3, 3310,3]
52, Appliances which generate a glow, sparkor flame capable of igniting flammable vapors and are located in the garage shall be
installed with the burners, burner ignition'devices or heating elements and switches minimum IS" above the floor leveL [1307.:,
3310,1] .'
53, Fuel burning warm air furnaces and water heaters shall not be installed in a room designed to be used as a storage closet. Furnaces
or water heaters located in a bedroom or1:iathroom shall be installed in a sealed enclosure such that combustion air will not be t~ken '
from the living space. Direct vent units'are not required to be installed within an enclosure, [1402.1, 3309] I
54. Combustion air must be provided for all fuel burning appliances except direct vent units. [2001.1 to 2001.5]
55, Provic(eaccess to attic furnace (22" x 30") or underfloor furnace (30" x 30"), Provide a permanent electric outlet located near the
furnace and lighting fixture controlled by,a switch at the passageway opening, [1401.6-1401.7] I
56, The maximum amount of water used by: new plumbing fixtures: a) toilets: 1.6 gal. per flush; b) shower heads: 2.5 GPM; c) interior
faucets: 2.5 GPM [3202]: ',. , I
57, Showers and tub-shower combinations shall be equipped with control valves of the pressure balance, the thermostatic mixing" r the
combination pressure balance/thermostatic mixing valve type with maximum mixed water setting of 120 degrees F, [3215]
5S, Minimum shower compartment: 1,024 sq: inches; shall also be capable of encompassing 30" circle.[3210.3] Threshold shall be of
sufficient width to accommodate a minimum 22" door,[3210,2] ',:
59, Equipment used for heating water shall be, protected by combination pressure and temperature relief valves. [3408.3]
60, Water heaters shall be anchored to resist,horizontal movement. (I.e. earthquake strapping) [3310,5]
61, Storm water drains located within 5' of a,building may be Schedule 40 ABS or S.chedule 40 PVC, CPE installed per installation
standard IA. [3501.1.2] ,: . " I
62, Clothes dryer ducts shall terminate outside the building. Max length is 25', reduc'e 2.5' for each 45deg, elbow.[ISO 1.3] .
63. Trenches dug parallel to the building foundation and deeper than the footing must be at least 45 degrees from bottom outside erlge
offooting to the bottom inside edge oftre,nch.[3113.3, illustration pg.294] ,.;
ELECTRICAL ' ,.
64. RESIDENTIAL ELECTRICAL PLANS ARE NOT REVIEWED PRIOR TO PERMIT ISSUANCE, All electrical work shall
comply with current codes and will be field-inspected for compliance, Building:permits may be issued without electrical permits,
Electrical contractor must confirm an electrical permit has been obtained before :starting work.
65. Provide grounding electrode at electrical service, consisting of (or connected to )'a minimum 20' length of Y,"diameter steel
reinforcement in footings. [410S.1.2] '.' ' .
66, GFCI protection required for receptacles. in outdoor locations, garages, unfmished basements, bathrooms, where serving count :r-
top surfaces in kitchens, and when within'6' of wet-bar sinks. [4402] .: I
67. Provide an approved smoke detector in each sleeping room, outside of each separate sleeping area, and on each additional sto~ of
the dwelling, All detectors shall be interconnected and shall provide an alarm audible in all sleeping areas. Smoke detectors shall
be located minimum 3' upstream of air ducts. [316, I],::
6S, All smoke detectors shall receive their primary source of power from the permanent built-in wiring, with battery back-up in c", e
power is interrupted. Exception for remodels: hardwiring and interconnection is required only if other remodeling consideratiuns
require removal of the appropriate wall and ceiling coverings to facilitate wiring, [316.1.1, 316.2] . I
69. Required smoke alarms shall not be located within kitchens or garages, or in other spaces where temperatures can fall below 40
degrees F, Ionization smoke alarms shall not be located closer than 3 feet horizOlltally from: a door to a kitchen or full bath; o~
supply registers of a forced air heating or cooling system, Smoke alarms within 20' of a cooking appliance shall be a photoelectric-
type smoke alarm or the alarm shall have an approved silencing means.[316.1] ,,: I
70. Recessed light fixtures installed in cavities intended to be insulated shall be labeled as suitable for being Installed In direct contact
with insulation (IC rated), [4503.5] ,', I
71. Electrical outlets and approved wall fixtures in the fire separation wall shall not be located back to back. Use metal boxes no Irrger
than 16 sq. inches placed in separate stud spaces for the 2 dwelling units,[320,2] ::
ENERGY CONSERVATION ,
72, Provide approved vapor barrier installeg on the warm side (in winter) ofinsulation at all unventilated exterior walls, floors, an,
ceilings enclosing conditioned space. [C401.9.1]' , .:
73, PATH 1 insulation requirements: (Section C401 for alternative insulation paths.)':
Exterior Walls: R-21, Basement Walls: R-15, Underfloor: R-25, Slab Floor Edges: R-15, Flat Ceilings: R-38, Vaulted Ceilings, R-
30 (max. 50% of floor area), Main Entry Door (max. 24st): U=0,54, Other Exterior Do~rs: U=O,20, Windows: U=0.40, Skylig ltS
(max, 2% of floor area): U=0.50, Forced Air Ducts: R-S. [Table C401.l(1)] .
74. Alterations within an existing building envelope may use the !11inimum component insulation requirements:
Exterior Walls: R-15, Basement Walls: R-15, Underfloor: R-21, Slab Floor Edges: R-IO, Flat Ceilings: R-38, Vaulted Ceilings! R-
2 L Exterior Doors: 11=0.54, Windows & Skvli.hts: 11=0,65. Forced Air Ducts, R-8, rCIOL2.3. Table C401.lb Footnote Cl I
,.,; ':,":.,:,::'..:';:>.."':Y:;:;; :::.i:,:,.:::...,~.!,:':'.f!':""'::~r--II1-<PER~:r9,~~:~~~~m~,~:;;'."
'.'2..,.,.1.,....',.'......:.'....,.......,'...:......;..,.BT....,.'.,:"Hu:..:...:...~l....I....d~.'.'..mP.......p.'g..r...'.:....o..............,.m'.:v...'..."..~u..:.:,. .i". rinjt:PWtis.tjUlslre,m
airiafthe c6E~~c:ti9n:'Si!e.and;l\'div :;
. .",".' .. ..... ..,... :;"..,.:..:i11.q8~~fi~~b~:~i)lj:t~~:*~pr?y~.c1,Bi~~A[~~~:;sp~8'~\~""gR~~F,,::
3 :'!!A!n:'p?~lHe p .:.Soi:(Jaysiafter'issuance. ifna' inspections niive'lie.eriTc:al1~d;for!i5rJl!~,:p~~gr
.'..MmQ~Jl\!~:insp~I;Ho,"s.cl\JlI;j~;P,,9\;id~l!9!1~l,1,e .Sl\W.~:.~.q!!Jgi!-g'!411~jijft~~!m's" .
:~;.:;::':':::'::;.-;,:'~::)/:;'~~';:~~;:~f..::~.;:~.::.~.':irp::;'!:.::!~:::::~::::;).i;:::(: .:,,.~::::;,:,;:;,,?!:, T :;i:;;:: ';:\'~, ;-';~,"; ~, '- e,:;;;_:_,~:.:,:::::;" ..'" '::
!.::'-- ':,1: .>:: :'7:::'iftnl;ii:!,:!::f:,l:.i;::~!:i:!:J~::,;:::'!::i,~:'::':;::~<::-':'::'i'~::::i;::!::[:L.
14'0"0
~
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26'0"0
__ ~_ It.... ~~,
u
J1
J2
<::>
c
C
N
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J2---7~~' 4'~ <:;J'
. :,'?'
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, . [() ,
--- _n n n 7 ~
oiGE
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.........-....,...._..__..j.~.:
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<ril!:;-t~-I~~o~-I.~._..II~il~;s;t
I '26'0"0 i
T
10'0"0
Approval of Shop Drawings.means the Configuration, bearing locations and
deSIgn criteria have been reviewed and approved. As Contractor you must .
verity and approve all dimensions and truss counts on the Layout
Trusses wilf oe manufactured as approved. '
=----. ----
.,
D~,,,PI"""""
dl.ol""'i\rpm;.....N,"oo.I
-".:'..;)
DTN..E,p..tin8i1ppn."",
Dt'N,!~8"ppn"...J.
DN"'^"pmvccl;R....hm;'
3"
Signature
DATE:
32
NOTE:
Composition Roof
Pitch: TC:6/12
Overhang: l' 0"
<::>
'0
N
'"
<::>
.0
;q.
,.-1~9J)6Airpo"ROad IBU'LOEHayden Homes
,{. ':j Eugene, OR 97402 [JOB ADDRESS:
.-,..l ra (54Il688-S671 **NEED ADDRESS**
th~fRUSScO. inC' IMODEL. Ascott 2, Gara,e Left
, I.......... REVISION# DATE
WWW.THfTRU$SCO.COMINTS rn 2/27/08 i~t l"Oi:Qs 1""""00'000'
~:bCOTT2 I:~~:R
The Truss Co., Eugene, OR 97402
I Truss TYP8
GAl. HIP
I ~~ ,I f 'Iy J Hayden(Ascott2)-bf
1 Job Referencefoplionall
7.020 s Nav 92007 Mdek Industries, Inc. Wed Feb2714:55:19 2008 Page 1
;
-1,0-0
1-0-0
5-7-4
5-7.4
5'10'115
0-3-11
10-1-1
4-2-2
'Q'4p
0+11
16-0-0
5-7-4
Scalem 1:28.::
41(10\\
5xS':::::-
IX1 D
~'
6.00112 .J
; WI NI
!
E
B 0 co
1 J2J BI ~
~ G I K F
4x6= 2>1411 3x4:::: 4x6=
5-7-4
5-7-4
LOADING (psf)
TelL 25.0
TCDL 8.0
Bell 0.0
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
lumber Increase 1.15
Flap Stress Iher NO
Code IRC2006fTP12002
CSI
Te 0.49
Be 0.47
WB 0.14
(Matrix)
10-4-12 16-0-0
4-9-8 . 5-7-4
DEFl ;0 (Ioc) Vdefl Ud PLATES GRIP
,Vert(LL) -0.07 F,G >999 360 MT20 185/148
Vert(TL) -0.11 F,G >999 240
.Horz(TL) 0.03 E o/a nla
-Plale Offsets IX.Y): 'E:Q-1-4,Q-Q-21
Weight: 63 Ib
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 6 HF NO,2
WEBS 2 X 4 HF/SPF Stud/STO
BRACING
TOP CHORD Structural wood'sheathing directly applied or 3+7-9 oc purlins, excepl
-2-0-0 oc purlins (3-8-12 max.): CoD.
BOT CHORD ~igid ceiling directly applied.or 9-5-140c bracing.
REACTIONS (Ib/size) E=1138JMechanical, B=1217/0-5-8
Max'Horz B=o55(lC 5)
Max UpliftE=-321 (Le6), B=-349(lC 5)
FORCES (Ib) + Maximum Compression/Maximum Tension
TOP CHORD A-B=0/33, B-C=-20861637, C-H=-1878/654, D-H=-1888/653, O-E=.2156/683
BOT CHORD B-G=-484/1791, G-I=-487/1785, I-J:-487/1785, J-K=-487/1785, F-K".487/1785, EcF=-554/1869
WEBS C-G=0/252, C-F:::i-68/232, D-F=0/226
NOTES
1) Unbalanced roof liv'e loads have been considered for this design.
_2) Wind: ASCE 7-05; 100mph; h=25ft; TCDb4.8psf; BCDL=4.2psf; Caleg~)fY II; Exp B; enclosed; MWFRS (low-rise) gable end zone;
cantilever lefland right exposed; end vertical left and right exposed; Lumber DOL=1.33 plale grip DOL,,1.33.
3) Provide adequate drainage to prevent water ponding,
4) This truss has been designed for a 10,0 psf bottom chordiive load nonconcurrent with any other live loads,
5) Refer to girder(s) for truss to truss connections. .
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint E and 349 Ib uplift at
joint B.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802, 10.2 and referenced
slandard'ANSlfTP11. .
8) Design assumes 4x2 (lIat orientation) purlins at oc spacing indicated, fastened to truss TC w/2-10d nails.
9) Hanger(s) or ot~er connection device(s) shall be provided sufficient to support concenlrated load{s) 2651b down and 153 Ib up al
10-7-5, and 265 Ib dOwn and 153 Ib up at 5-8c9 on top chord. The design/selection of such connection device{s) is the responsibilily
of others.
10) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall
verify that this parameter fils with the intended use of Ihis component. .
'11) In the LOAD CASE(S) section, loads applied 10 the face of the truss are noted as front (F) or back (B).
lOAD CASE(S) Standard
1) Regular: Lumber Increase= 1.15, Plale Increase",1.15
Uniform Loads (pit) .
Vert: A-C=-66, C+D::::-125, O-E::::-66, B-E:-27(F=-13)
Concentrated Loads (lb)
Vert: C=-265 0",-265
Job
Truss
I Truss -I"ype
CO~MON
I~~ IP"
I Hayden(Ascolt2).bf
1 Job Reference looli6nal\
7.0205 Nov' 92007 MiTek fndustries, Inc.
ASCOTT2
A2
The Truss Co., Eugene, OR ~7402
Wed Feb 2714:55:20 2008 Page 1
.'
-1-0-0
1-0-0
8,0,0
8-0-0
1F>_O_n
8~O.O
Scale.. 1:27.~
5x8MTl8H=
c
6.00 [12
Nl
B
~V~
D
[] n,,~ B
E
2x411 3x10=
3Xl0=
8-0-0
8,0,0
Plate Offsets (X.V): [8:0-10-0,0-0-101. rO:O-lO-Q,QcQ-101
16-0-0
8-0-0
,LOADING (psf)
TeLL' 25.0
TCDL 8.0
BelL 0.0
BCDL 7.0
SPACING 2-0-0
Plales Increase 1.15
Lumber Increase 1.15
Rap Stress Incr YES
Code lRC2006fTPI20Q2
CSI
Te 0.71
Be 0.56
wEi 0.17
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
;0
-0.15
-0:27
0.02
(Joe) IIdell
D-E " >999
D-E >699
o n/a
Ud
360
240
nla
PLATES
MT20
MT18H
GRIP
185/148
185/148
Weight: 45 lb
LUMBER
TOP CHORD 2 X 4 HFNo.2
BOT CHORD 2 X 4 HF NO.2
WEBS 2 X 4 HF/SPF Stud/STD
BRACING
TOP CHORD
80T CHORD
Structural wood sheathing directly applied or 4-9-10 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) D=625/Mechanical,8=713/0-5-8
Max.Horz B=71(LC 5)
Max UpliflD=-129(LC 6), B=-185(LC 5)
FORCES (Ib) - Maximum.Compression/Maximum Tension
TOP CHORD A.8=0/29, 8-C=-948/194, C-D=-9451186
BOT CHORD B-E=-103/750, D-E=-103f750
WEBS C-E=0/316
NOTES
1) Unbalanced roollive loads have been considered for this design.
2) Wind: ASCE 7-05; 1 OOmph; h=25ft; TCDL=4.8psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFAS(low-rise) gable end zone;
cantilever-Jeft and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate. grip DOL=1.33. ~
3) This lruss has been designed for a 10.0 psf bottom chord' live load nonconcurrent with any 01 her live loads.
4) All plates areMT20 plates unless otherwise indicated. .
5) Aefer to girder{s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable ot withstanding 129 Ibuplift at joint D and 185 Ib uplift at
joint B. . .
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced
standard ANSlfTPI1.. .
8) This truss is designed for a creep factor of 1.25, which is used to calculate the tclallo'ad deflection. The building designer shall verify
thatlhis parameter fits with the intended use of this component.
LOAD CASE(S) Standard
JOO
lruss
" 1,IruSS Iype
CALHIP
I. ui tj ',I e,y I Hayden(Ascott2)-bf
1 Job R~erence foptionall
7.0205 Nav 92007 MiTek Induslries, Inc. Wed Feb 2714:55:20 2008 P~ge 1
ASCQTT2
81HGR
The Truss Co., Eugene, OR 97402
~"0'9
1-0-0
5'-7-4
5-7-4
5-~O~15
0-3-11
10-6-7
4-7-8
'I
15-5-9
4-11-3
20-1-1
4-7-8
20~4r 12
0-3-11
26-0-0
5-7-4
(7,o,q
1-0-0
Scale.l:45.f
8xS':;;-
6.00f12
2>:411 4)(8:::
r<>2'I '0191 .J.>;?1 iX"IE IX1 /'X1 ~
v:,; /"C
J
6x8:::
c
~
c
~
,
~
5x9-::::-
M
2>:411
L
5x7:::
K
5x10:::
J 0
3x711
III
4)(8:::
5-7.4 10-6-7
5-7-4 4-11-3
PlaIa Offsets (X,Y): 8:0-4-10,0-2-8], rC:O-3-S,Q-4-01. rG:O-4-10,O.2-Bl. fl:O-3-8,O-~-UI
15.5.9
4-11-3
20-4-12
4-11-3
'26-0-0
5,7,4
LOADING (psi) SPACING 2-0-0 CSI DEFL In (Ioc) lIde!1 Ud
TeLL. 25.0 Plates Increase 1.15 TC 0.84 Vert(LL) -0.34 J,K >907 360
TCDL 8,0 Lumber Increase 1.15 BC 0.98 Vert(Tl) -0.59 J:K >516 240
BClL 0.0 Rep Stress Incr NO WB 0.90 Horz(Tl) 0.13 G n/a n/a
BCDl 7,0 Coda IRC2006fTPI2Q02 (Matrix)
1
PLATES GRIP
MT20 185/148
Weight: 112 Ib
LUMBER
TOP CHORD 2 X 4 HF No.2 "EXcept'
T22 X4 HF 1650F 1.5E
BOT CHORD 2 X 6 HF No.'2 'Except"
B2 2X6 HF 1650F 1.5E
WEBS 2 X 4 HF/SPF Stud/STD "Except'
~12 X 4 HF Stud, W1 2 X 4 HF Stud, W1 2 X 4 HF Stud
REACTIONS (Ib/size) 8=2133/0-5-8, G=2248/0-5-8
Max Horz B=-50(lC 6)
Max Uplift8=-478(LC.5), G=-591(LC 6)
BRACING
TOP CHORD
Structural wood sheathing directly applied or 2-4-8 oc purlins, except
2-0-0 oc purlins (2-4-13 max.): C-F.
Rigid ceiling directly"applied or 7-4-9 oc bracing.
1 Row at midpt E.I
BOT CHORD
WEBS
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=O/33, B-C=-4153f9S0, C-D==-5594/1403, D-E==-5580/1399, E-N==-3947/1 018,F-N==-3947/1 01~, F-Gi:-4371/1 07,1,
G-H==0/33 .
BOT CHORD B~M==-798/3629, l-M==-799/3624, K-l=-799/3624, J-K=-1456/6263:J-Oi:-1456/6263, 1-0=-1456/6263, G-b-864/3828
WEBS C-M=0/207, C-K='583/2358,_D-K=-813/259, E-K=-820/213, E-J=-188/964, E-I=-2628/700, F-I=-319/1500
NOTES
1) Unbalanced roof Jive loads have been considered for this design,
2)Wind: ASCE 7-05; 100mp~; h=25H; TCDl=4.8psf; BCDl=4.2psf; Category II; Exp B; enclosed; MWFAS (Jow-rise) gable end zone;
cantilever left and right exposed; end vertical.!eft and right exposed; Lumber OOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent waler ponding. . . .
4} This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads:
5} Provide mechanical connection (by others) of truss to bearing, plate capable of withstanding 4781b uplift at joint Band 591 Ib uplift at
~iMG. . .
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced
standard ANSlfTPI1. .'
7) Design assumes4x2,(flat orientation) purlins at oc spacing indicated, fastened to truss TC wi 2-1 Od nails.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 297 Ib down and 75 Ib up al
5-8-9 on top chord, and 9~ 7 Ib down and 231 Ib up at 16-0-0 on bottom chord. The design/selection of such-connection device(s) is
the responsibility of others.
9) This truss is designed for a creep factor of 1.25, which is used to calculate the tolalload deflection. The building designer shall verify
lhatlhis parameter fits with the intended use of !his component.
1 Olin the lOAD CASE(S} section, loads applied to the face of the truss are naled a~ front (F) or back (B).
LOAD CASE(S) Standard
1) Regular: Lumber Increase",,1.15, Plate Increase",,1.1S
Uniform Loads (pll)
Vert: A,C='66, C,N='124(F=,58), F,N='66, F'H..66, B,0=,14, G,O=,26(F='12)
.Concentrated loads-{Jb}
Vert: C.,297(F) O"'917(F)
Job
Tru'"
I rruss.:ype
CALHIP
I~~ IPIY
I Hayden(Ascott2)-bt
1 Job Reference {oPlionall
7,020 s Nov 92007 MiTek Industries, Inc. Wed Feb27 14:55:21 2008 Page 1
ASCOTT2
82H
Th~ Truss Co., Eugene, OR 97402
~H'9
1-0-0
7-7.4
7-7-4
7-110~15
. q-3-11
13-0-0
5-'-'
18,1-1
5-1-1
1814r12
0.3-1'
26-0-0
7-7-4
27.0-0
'-0-0
Scale ~ 1:45.[
7-7-4
h 7-7-4
Plate Offsets (X.Y\; [8:0-1-0,0-0-21. fF:O-'-O.O-O:21
13-0-0
5-4-12
18-4-12 I' 26-0-0
5-4-12 7-7-4
DEFL in (lac) tldell Ud PLATES GRIP
Vert(LL) -0.12 F,H >999 360 MT20 185/148
Vert(TL) -0.25 F,H >999 ,240
, Horz(TL) 0,07 F nla nla
LOADING (pst)
TelL 25.0
TeOL B.O
BelL 0.0
BCDL 7.0
SPACING 2-Q-{J
Plates Increase 1.15
Lumber Increase. 1.15
Rap Slress Incr YES"
Code IRC2Q06fTPI2002
CSI
"Te 0.76
Be 0.61
WB 0.30
(Matrix)
. Weight 93 Ib
LUMBER
TOP CHORD
BOT CHORD
WEBS
2 X 4 HF NO.2
2 K4 HF NO.2
2 X 4 HFtSPF Stud/STD
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or, 3-4-2 oc purlins, except
2-Q-Q,oc purlins (3-5-4 max.): C-E.
Rigid ceitingdirectly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 8",1103/0-5-8, F",1103/0-5.8
Max Horz B",SO(LC 5)
Max UpliftB",-234(LC'5), F",-234(LC 6)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD -A-B",0/29, B'C",-1774/271, C-D=-1756/326, D-E",-1756/326, E-F",-1774/272, F-G",O/29
BOT CHORD B-K",-212/1479, J-K",-?14/1475, I-J;"-214/1475, H-J",-171/1475, F-H=-1701t479
W,EBS C-K=O/254, C-I",-150/506, D-I=-412/173, E-I=-151/506, E-H=O/254
NOTES
'1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 1 OOmph; h=25ft; TCDL=4.Bpsf; BCOL",,4.2psf; Category II; Exp B; enclosed; MWFRS (low-rise) gable Bnd zone;
cantilever left and right exposed; end verlicalleft and right E!xposed; 'Lumber DOL=1.33'plale grip OOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord Jive load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of lrussto bearing plate capable of wilhstanding 234 Ib uplift at joint Band 234 Ib uplift al
jointF.
6) This truss is designed in accordance with the 2006 International Residenlial Code sections R502.11.1 and RB02.1 0.2 and referenced
standard ANSJfTPI1. . . .
7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss Te w/2-10d nails.
8) This truss is designed for a creep lactor of 1.25, which is used to calculate the total load deflection. The building designer shall verify
thatlhis parameter fits with the intended use of this component.
LOAD CASE(S) Standard
"
ASCOTT2
B3
I Truss -I-yp.e
COMMON
I ~ty I Ply 1 I Hay~en(ASC?1l2)-bf
L Job Refere_nce Joe.lional)
7.020 s Nov 9 2007 Mil eK Inousmes, Inc. Wed Feb 27 14:55:22 2008 Page 1
Job
Truss
The Truss Ca., Eugene, OR 97402
6,0,13
6-0-13
13-0-0
6-11-3
19-11-3
6-11-3
26"0-0
6-0-13
27-0'0
,
1-0-0
Scale.. 1:43.1
4x6=
c
o
"
J
4x5=
H
.3x4= 3x5=
G
3x4=
E
..~~Ij
4x5=
~
8-10-5
8-10-5
-Plate Offsets (X,Y): A:0-1~4,O-0-21. fE:Oc1-4,0-0-21 .
LOADING (psi)
TCLL 25,0
TCDL 8.0
BClL 0.0'
,BCDl 7.0'
SPACING 2-0-0
Plates Increase 1.15
lumber Increase ,1.15
Aep Stress Incr YES
~ode IRC2006fTPI2002
17-1-11 26-0-0
. 8~3-6 8-10-5
,
C51 . DEFL In (Ioc) I/dell Ud PLATES GRIP
TC 0.49 Vert(LL) -0.15 E,G >999 360 MT20 185/148
BC 0.54 Vert{TL) -0.32 A,' >966 240
WB 0.31 HOrZ(TL) 0.07 E nla nla
(Malrix) Weight: 93 Ib
LUMBER
TOP CHORD 2 X 4 HF No.2'
BOT CHORD 2 X 4 HF No.2
WEBS 2 X4 HF/SPF Stud/STD
REACTIONS (Ib/size) A='1020/0-5-8, E=1105/0-5.8
Max Horz A=-100(lC 6)
Max.UpliftA=-210(lC 5), E=-265(LC;6)
BRACING
TOP CHORD
BOT CHORD
Structural wood Sheathing directly applied or 3-9-13 oc purlins.
Rigid ceillng directly applied or 9-6-0 oc bracing.
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A;a=-1818/393, B-C=-154B/'35B; C-D=-1541/348, D-E=-,1827/384, E-F=0/28
BOT CHORD A-b-350/1562. H-I=-t25/1033, G-H=-125/io33. E-G:.249/1552 .
WEBS B-I=-421/233, C-I=-119/515, C-G=-111/505, D-G=-414/229
NOlES
t) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 100mph; h;"25ft; TCDL;"4,8psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone;
cantilever left and right exposed; end vertical left and righl exposed; Lumber DOL';1.33 plate grip DOL=1.33.
3) This truss has been designed for a 10.0 psf bOUom chord live load nonconcurrent with any other live loads.. .
4) Provide mechanical connection (by others) of truss to bearing plate capable of with sian ding 210 Ib uplift at joint A and 265 Ib uplift at
joint E.
5) This truss is designed in accordance with the 2006 International Residential Code seclions R502.1 t.1 and A802.1 0.2 and referenced
standard ANSl/TPI1. . . .
6) This truss is designed for a creep factor of ,1.25, which is used 10 calculate the lolal load deflection. The building designer shall verify
that this parameter fits with the intended use of this component.
LOAD C~SE(S). Standard
~:COTT2 I :~:S
The Truss Co., Eugene, OR 97402
I Truss Type
CAL HIP
I~~ ry
I Hayden(Ascon2)-bf
1 Job Reference (octional\
7.020 s Nov' 92007 MiTeK industries, Inc.
Wed Feb 2714:55:22 2008 Page 1
rl-Q-O
'-0-0
4-11-5
4c11.5
9-7-4
4-7-15
9-10[15
0-3-11
16-1-1
6-2-2
16j4r12
0-3-11
2100-11
4-7-15
26-0-0
4-11-5
2.7-0-0
1-0-0
Scalem 1:45.[
. 9-7-4
9-7-4
Plate Ollsets (X,y\: (B:Q-3-14.0-'-121. IG:Q-3-14,o--l-121
16+12 26-0-0
6-9-8 9-7-4
DEFl in (Joe) IIdell Ud 'PLATES GRIP
VM(LL) -0.21 G71 >999 360 MT2Q 185/148
Vert(TL) -0.43 G,I >712 240
Horz(TL) 0.07 G nfa nla
LOADING (psI)
TeLL 25.0
TCDL 8.0
BelL 0.0
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rap Stress Incr YES
Coda IRC2006fTP12002
CSI
TC 0,55
BC 0.59
we 0.18
(Matrix)
Weight: 99 Ib
LUMBER
TOP CHORD 2 X 4 HF NO.2
BOT CHORD - 2 X 4 HF NO.2
WEBS 2 X 4 HF/SPF Stud/STD
. BRACING
TOP CHORD Struc,tura.l wood sheathing directly applied or3-1'-7 oc purlins,
except
2'0-0 oc purl ins (4-4-9 max.): D-E.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt E-K
REACTIONS (lb/size) B;11 03/0-5-8, G",11 03/0~5.8
Max Horz B=,72{LC 6)
Max UpliftB=-246(LC 5), G=-248{LC 6)
FORCES (Ib) - Maxim'um Compression/Maximum Tension
TOP CHORD A-B:=0/29, B-C=.1809/351, C-D=-1523/270, D-E=-1327/280, E-F=-1516/273, F-G=-1813/358, G.H";0/29
BOT CHORD B-K:=-295/1554, J-K=-104/1295, I-J=-104/1295, G.I=-233/1558
WEBS C-K=-274!171, D-K='2!308, E-K",-128!187, E+,.--13!326, F,I=-2921180
NOTES
1) Unbalanced rool live -loads have been considered,lor this design.
2) Wind: ASCE 7-05; 100mph; h;=25ft; TCDl=4.8psl; BCDl=4.2psl; Category Il;Exp B; enclosed; MWFRS {low-rise) gable end zone;
canlilever Jeft and right exposed; end vertical left and right exposed; Lumber DOL~1.33 plate gripDOl=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bollom chord,Jive load nonco~current with any other live loads.
5} Provide mechanical conn~ction (by others) of truss to bearing plate capable 01 withstanding 246 Ib uplift at joint Band 248 Ib uplift at
joi~G. . .
6) This truss is designed in accordance with' the 2006 Irllernatiorlal Residential Code sections R502.".' and R802.10.2 and referenced
standard ANSlfTPI1. ..
7) Design assumes 4x2 (tlat ori,entation) purJjns at OC spacing ,indicated, fastened to truss TC w/2-10d nails.
8) This truss is designed lor a creep 1ac\or of 1.25, which is used to calculate the total load deflection. The building designer shaH verify
that this parameter fits with the i~tended use of this component.
lOAD CASE(S) Standard
Job Truss IT,"" TyP?
ASCOTT2 B3P COMMON
The Truss Co., Eugene,OR97402
6-0-13 13-0-0
6-0-13 6-11-3
Diy
5
Ply
Hayden(A5Cott2)-~f
Job Reference Jop.lienal}
7.0?O s Nov 92007 MiTek Jnduslries, Inc. Wed Feb 2714:55:232008 Page 1
19-11-3
6-11-3
26-0-0
6-0-13
27-0-0
1-0-0
Scala;.1:43.C
4x6=
c
~
4x5.y
H
3x4= 3x5=
G
.3x4=
o
C
J
8"10-5
8-10-5
Plate Offsets (X,Y): rA:O-3-14.0-1-121, [E:O-3-14,Q-'-12J
17-1-11 26-0-0
8,0.6 8-10-5
DEFL In (lac) I/dell Ud PLATES GRIP
Vert(LL) -0.15 E,G >999 360 MT20 185/148
Vert(TL) -0.32 A,I .>947 240
Horz(Tl)' 0.07 E nla nla
LOADING (psI)
TelL 25.0
TCDL 8.0
BelL 0.0
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Co~e IRC2Q06fTPl2002
CSI
Te 0.58
Be 0.62
WB 0.75
(Matrix)
Weight: 100 Ib
LUMBER
TOP CHORD 2 X'4 HFNo.2
BOT CHORD 2 X 4 HFNo.2
WEBS 2 X 4 HF/SPF Stud/STD
REACTIONS (Jb/size) A=1088JO-5-8, E=1173/0-5-B
Max HorzA=-100(LC 6)
Max UpliftA=-210{LC 5\, E=--265{LC 6)
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 3.7.14 oc purlins.
Rigid ceiling directly applied or 9-6-0 oc bracing.
FORCES (Ib)
TOP CHORD
BOT CHORD
WEBS
- Maximum Compression/Maximum Tension
A-B=-1964/393, B-C=-1696/356, C-D=-1689/348, .D-E=-1973/384, E-F=O/28
A-I=-350/1692, H-I=-127/1178, G-H=-127J1178"E-G=-249/1681
8-1=--417/233, I-J=-118/50B, C.J=.119/594, C-K=-111/584, G.K=.109/497, D-G=-41 0/229, J-K=-57J3
NOTES
1) Unbalanced rool live loads have been considered tor this design.
2) Wind: ASCE 7-05; 100mph; h=25ft; TCDL=4.8psf; 8CDL=4.2psf; Category II;Exp B; enclosed; MWFRS (Jow-rise) gable end zone;
cantilever left and right expo~ed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by olhers) of truss to bearing plate capable 01 withstanding 21 Olb uplift at joint A and 265 Ib uplift at
joint E.
5) This lruss is designed in accordance with the 2006 International Reside~tial Code sections R502.11.1 and R802.1 0.2 and referenced
standafd ANSlrrPI ~. .
6) This truss is designed for a creep factor 011.25, which;is used 10 calculate the total load deflection. The building designer shall verify
that this parameter fits with the intended use of ' this component.
7) In Ihe LOAD CASE{S) section, loads applied to the face of the truss are noted as front (F) or back (8);
LOAD CASE{S) Standard
1) Regular: Lumber Increase=1.15, Plate.lncrease=1.15
Uniform Loads (pll)
Vert: .A-C=-66. C-F=-66, A.E=-14, J,K=-20(F)
IT,"SS
ASCOTT2 84GE
The Truss Co., Eugene, OR 97402
Job
'ITrusslype
GABLE
I~~ IPIY
I Hayden(Ascott2)-bf
f '
_ Job Reference Jop\ionall
7.020 s Nav 92007 MiTek Industries, Inc.
Wed Feb2714:55:24 2008 Page 1
13-0-0
13-0-0
26-0-0
13-0-0
27-0-Q
'-0-0
Scale.l:43.~
3x5=
~s
. G/;'
F~
E -;.../<
0/-
C? '1,
~, "
~A ~lJ ~~----"5---a-~
8 ~Jl~~~~~~..~~--~~~~~~~~xxx~
~)...:,,~.
3x5= AK AJ AI AH. AG AF AE AD
3x5::::
K
:11
:Tl
" "
-~-
',N
_ 0
U 0 P
Hl "-....~
Sf2 "'1E'-......~Q R
U 3 '1P
S'4-~
US
_ ,,_ n 6 S T '
~x~xxixxxxx~ Q
-W..........v.........u 3x5 =
AA
z
y
x
6.00 [12 .
~ T '
'1,
:T.
J----.-J5-.;----t----'6-'~ 0')
AC "' AB
26-0-0
26-0-0
jlate Offsets IX.Y): rJ:O.2'8~el
LOADING (psI)
TeLL 25.0
TCDL 8.0.
BelL 0.0
BCDL 7,0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase. 1.15
Rap Stress Incr NO
Code IRC2006fTPJ2002
CSI
Te 0.14
Be 0.08
. WB 0.07
(Matrix)
'DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (lac)
0,00 T
0,00 T
0.01 S
IIdefl
nlr
nlr
nfa
Ud
f20
90
nfa
PLATES GRIP
. MT20 185/148
Weight: 134 lb
LUMBER
TOP CHORD 2 X 4 HF NO.2
BOT CHORD 2 X 4 HF No.2
OTHERS 2 X 4 HF/SPF Slud/STD
REACTIONS (Ib/size) A:92126-0-0, AK=216/26-Q-Q, AJ::61/26-Q-Q, AI=117/26-Q-Q, AH=105I2S-0-0, AG::: 1 07126-0-0, AF;;107/26-0-0, AD::: 1 07/26-Q-O. AC:l04126-Q-Q,
AB=99/26-0-Q, AA=107/26-0-Q, Z;d07/26-Q-Q, Y::z 1 07/26-0-0. X::l04/26.Q-O, W=120126-0-0, V=4OJ26-Q-O. U=253/26-0-0. 8=192/26-0-0
Max Harz A_-l OO(LC 6)
Ma, UpHhA,'ff (LC 6), AK=,82(LC 5), AJ=.23(LC 5), Ab'43(LC 5), AH,'39(LC 5), AG=,39(LC 5), AF=,39(LC 5), AD='47(LC 5), AA='40(LC 6), Z='43(LC 6),
y,'39(LC 6), X=,39(LC 6), W=,42(LC 6), V='22(LC 6), U,'83(LC 6), S='5f(LC 6)
Ma, GravA=92(LC f), AK=2f6(LC 9), AJ=6f(LC 9), AI=ff7(LC f), AH=f05(LC 9):AG=f07(LC f), AF=f07(LC f), AD=f08(LC 9), AC=f04(LC f), AB=99(LC f),
AA=110(LC fO), Z.f07(LC fO), Y=f07(LC f), X=f04(LC fO), W=f20(LC f), V=40(LC fO), U.253(LC fO), S=f92(LC f)
BRACING
TOP CHORD
BOT CHORD
. Structural wood sheathing directly applied or 6-0-0 oc purtins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (Ib) - Maximum CompressionlMaximum Tension
TOP CHORD A-B=-113/36, B-C=-60/44; C-D=-41/60, D-E=-30/80, E-F=-30/1 DO, F-G=-30J119, G-H=-30/139, H-I=-30/162, I.J=-29/158
,J-K=-27/132, K-L=-30/163, L-M=-30/135, M-N:-30/106, N-O=-30n7, O.P=-30/52, P-Q",-23/32, Q-R=-47118,
R-Si:o-67/45, SoT ",0/28
BOT CHORD A-AK=0/112, AJ-AK=O/112, AI-AJ=0/112, AH-AI=0/112, AG-AH:::0/112, AF-AG=0/112, AE-AF=O/112, AD-AE=0/112,
AC-AD=0/112, AB-AC=OJ112, AA-AB=0I112, Z-AA=O/t12, Y-Z=0/112, X-Y:::O/112, W-X:0/112, V-W::0/112, U-V=0/112,
S-U=O/112
WEBS B-AK=-161/91, C-AJ=-60/36, D-AI=-93/53, E-AH::-87150, F-AG=-88/51, G-AF..-B8J51, H-AD:.90/58, I-AC=-851B,
K.AB=-B1/0, L-AA=-91/52, M-Z::-8B/54, N-Y..-8B/50, Q-X=-87/50, P-W=-96/55, Q.V=-43/29, R-U=-193/104
NOTES
1) Unbalanced root live loads have been considered tor this design.
2) Wind: ASCE 7-05; 1 OOmph; h:25ft; TCDL..4.Bpst; BCDl:::4.2psf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone;
canlilever lett and right exposed; end vertical left and right exposed; Lumber DOL= 1.33 plate grip DOL",1.33. .
3) Truss designed for wind loads in the plane ot the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard
Gable End Detail"
4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced aI1-4-0 oc.
a) Proyide mechanical connection (by others) ot truss to bearing plate capable of withstanding 11 Ib uplift al jOint A. 82 Ib uplift at joint
AK, 23 Ib uplift at joint AJ, 43 Ib uplift at joint AI, 39 Ib uplift al joint AH, 39 Ib uplift at joint AG, 39 lb uplift at joint AF, 47 Ib uplift at joint
AD, 40 Ib uplift at joint AA, 43 Ib uplift at joint Z, 39 Ib uplift at joint Y, 39 Ib uplift at joint X, 42 Ib uplift at joint W, 22 Jb uplift at joint V,
a3 Ib uplift at joint U and 51 Ib uplift at joint S.
9) This truss is designed in accordance with the 2006 International Residential Code sectJons R502.11.1 and Ra02.10.2 and relerenced
standard ANSIfTPI1.
10) This truss is designed lor a creep factor o.t 1.25, which is used to calculate the total load deflection. The building designer shall
verify thatlhis parameter fils with the intended use 01 this componen!.
LOAD eASElS) Standard
'Job.
Truss
ASCOTT2
B4H
I Truss Type'
CAL HIP
I~~ IPI'
Hayden(Ascott2).bf
- The Truss Co., Eugene;, OR 97402
Job Reference }oF.tional)
7.020 s Nov 92007 MiTek Induslries, Inc. Wed Feb 27 14:55:252008 Page 1
5-11-5
5-11-5
11-7-4
5-7-15
14-1-1
11-~~-15 1414r12
0-3-11 2-2-2 0-3-11
20-0-11
5-7-15
26-0-0
5-11-5
27-0,0
IScqie.. 1 :44.~
1+0
4x8\\
5x5~
c
D
<
d ~
<1 <1
6.00rT2
3x4-::-
3x4~
W3
.A
~
4x5:::;
l
2x411
K
3>:5::;;
3x4:::;
3x8:::;
H
2x411
F
-'~'i
4x5:::;
5-11-5
5-11-5
Plate Offsets (X,V): rA:0-1-8,0-0-21. fF:0-1c8.0-0-21
11-7-4
5-7-15
14-4-t2
2-9-8
20-0-11
5-7-15
26-0-0
5-11-5
LOADING (pst)
TeLL 25.0
TCDL 8.0
BClL 0.0
BCDl 7.0
SPACING 2,0,0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2006fTP12002
CSI
TC 0.37.
BC 0.51
WB 0.46
(Matrix)'
~
DEFL In (lac) Udefl Ud
Vert(LL) -0.09 J >999 360
Vert(TL) -0.17 J.L >999 240
Horz(Tl) 0.08 F nla nla
PLATES GRIP
MT20 185/148
Weight: 107 Ib
LUMBER
TO? CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No.2
WEBS 2 X 4 HF/SPF Stud/STD
REACTIONS (lb/size) A=102010-5-8, F=1105/0-5-8
Max Harz A=-93(LC 6) .
Max UpliftA=-204(LC 5), F=-274(lC 6)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins,
except .
2-0-0 oc purlins (4-11-12 max.):'C-D.
BOT CHORD Rigid ceiling directly applied or 9-1 0-1 0 oc bracing.
FORCES (Ib) - Maxirfium Compression/Maximum Tension "
TOP CHORD A-B=-1869/361, B-C=-1344/307, C-D:='1143/323, D-E=-1347/314, E-f,,,-1854/379, F-G=0/29
BOT CHORD A-l=-313/1586, K-l",-313/1586, J-K;'-313/1586, I-J=-127/1115, H-I:-244/1569, F-H",-244/1569
WEBS B'l",O/217, B-J=-5421210, C-J",-62(303, C.j:-139/213, 0-1",-51/275, E-I:-507/191, E-H:O/214
NOTES
t") Unbalanced,roof live loads have been considered for this -design.
2) Wind: ASCE 7 -05; 1 OOmph; h=25lt; TCDl:4.8psf; BCDl=4.2psf; Category H;ExpB; enclosed: MWFRS (low-rise) gable end zone;
cantilever left and right exposed; end vertical left and right exposed; lumberDOL=1.33 plate grip DOl",1.33.
3) Provide adequate drainage to prevent water ponding. ,
4) This truss has been designed fOf a 10.0 psf bottom,chord live load nonconcurrent with any. other live loads.
5) Provide mechanical connection (by others) of Iruss to bearing plate capable of wilhstanding 204 lb uplift at joint A and 274 Ib uplift at
~intF. . .
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIfTPI1. .
7) Design assumes 4x2 (flat orientation)purlins at oc spacing indicated, fastened to truss Te wi 2c 10d nails.
8) This truss is designed for a creep factor of 1.25, which is used to calculate the lotalload deflection. The building designer shalt verify
that this parameter fits wilh the intende~d use of this component.
LOA~ CASE(S) Standard
IJOO IT,"ss
ASCOTT2 C1HG~
I The Truss Co., EUgen~, OR 97402
I TrtJss Type
CAl.HIP
I~~
Ply Hayden(Ascon2)-bf
Job Reference .fop,lional)
1.020 s Nov 92007 MiTek Industries, Inc. Wed Feb 2714:55:262008 Page 1
:-1-0-01
1-0-0
5-7-4
5-7-4
5'101'5
0-3-11
10-0-0
4-'-1
14-'-'
4-'-1
14r4112
0-3-11
20-0-0
5.7.4
121,0,01
'-0-0
Scale_l:36.1
5.7-4
5,].4
_Plate Offsets (X,V): [8:0-4-0,0-10151. rF:O-4-0,D-'-151
10-0-0
4-4-12
14-4-12 20,0,0
4-4-12 5-7-4
DEFL In (Ioc) Vdefl Ud PUTES GRIP
Vert(LL) -0.14 I >999 360 MT2Q 185/148
Vert(TL) -0.23 I >999 240
Horz(TL) 0.06 F' nfa n/a
LOADING (psI)
TelL 25.0
TCDL 8,0
BCLL 0,0
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
lumber Increase t .15
Rap Stress Incr. NO
Code IRC2006rrp12002
CSI
Te 0.51
Be 0.52
we 0.51
(Matrix)
Weight 84 Ib
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 6 HF No.2
WEBS 2 X 4 HF/SPF Stud/STD
REACTIONS (lb/size) B=14891O-3-8, F=14891O-3-8
Max Harz B=50(lC 5)
Max UpliftB=-410(lC 5), F=-410(lC 6)
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 3-2-7 oc purlins, except
2-0-0 oc purl ins (3-0-8 max.): C-E. .
Rigid ceili~g directty applied or 8-1O~3 oc bracing.
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B",0/32, B-C=-2719n43, C-D=-2976/880, D-E=-2976/880, E-F=-2719n44, F-G=0/32
BOT CHORD B-J=-641/2357, J-K=-644/2350, I-K=-644/2350, l-l=-615/2350, H-l=-615/2350, F-H=-61212357
WEBS C-J=0/265, C-l=-2a9/a46, 0.1=.7621353, E-I=-290/846, E.H=0/265 .
NOTES
1) Unbalanced roof Jive loads have been considered for this design.
2) Wind: ASCE 7-05; 1 OOmph; h=25ft; TCDl=,4.8psf; BCDl=4.2psf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone;
cantilever left and right exposed; end vertical left and right exposed; lumber DOl=1.33 plate grip DOl=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been' designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads,
5) Provide mechanical connection (by others) 01 truss to bearing plate capable 01 withstanding 410 Ib uplift at joint Band 410 Ib uplift at
joint F,
6) This truss is designed in accordance with the 2006 International Residential Code seclions R502.11.1 and R802.10.2 and referenced
standard ANSIfTPI 1,
7) Design assumes 4x2 (llat orienlation) purlins at oc spacing indicated, fastened to truss TC w/2-10d nails,
a) Hanger(s) or other connection device(s) shalt be provided sufficient to suppon concentrated load(s) 265 Ib down and 153 Ib up at
14-3-7, and 265 Ib dowo and 153 Ib up at 5-8-9 on top chord. The design/selection of such connection device(s) is the responsibility
of others.
9) This truss is designed for a creep lactor of 1,25, which. is used to calculate the total load deflection. The building designer shalt verify
that this parameter fits with the intended use of this component. , _
10) In the lOAD CASE(S) seclion, loads applied 10 the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Regular: lumber Increase=1.15, Plate Increase=1.15
Uniform loads (ptf)
Vert: A-C=-66, C-E..-123, E.G=-66, B-F=-26{F=-12)
Concentrated loads (Jb)
Vert: C=-265 E=-265
JoO
Truss
I Truss TYP8
COMMON
I~~
Ply Hayden(AsCOtl2)-bf
ASCOTT2
C2
The Truss Co., Eugene, OR 97402
Job AeferenceJoplionall
7.020 s Nay 9 2007. Mil ek Industries, Inc. Wed Feb 27 14:55:27 2008 Page 1
:,',0,01
'-0-0
5-8-7
5,8-7
10.0-0
4-3-9
14-3-9
4-3.9
20-0-0
5-8-7
121-0-0:
1-0-0
Scale_l:35.(
4x4:::
o
X
6.00112
2x4~
2x4?
o
j
v
w
4xS-::-
F
r-,-;, ::::z or
~
\ b] ,
H 4x5~
3xa:::
~
B
./
i8l
10-0-0
10-0-0
. Plate Offsets (X,V): 18:0-3-10.0-2-01. IF:O-3-10.0-2-01
lOADING (psf)
TCll 25.0
TCDl 8.0
BelL 0.0
BCDl 7.0
SPACING 2-"0-0
Plates Increase 1.15
lumber Increase 1.15
Rep Stress lncr YES
Code IAC2QOSfTPI2002
CSI
Te 0.39
Be 0.65
we 0.33
(Matrix)
20-0-0
10-0-0
DEFL In (Ioc) I/detl Ud PLATES GRIP
Vert(ll) -0.19 B,H >999 360 MT20 185/148
Vert(Tl) ,0,38 B-H >6'9 240
Horz(TL) 0.04 F nfa n/a
Weight: 69 Ib
LUMBER
TOP CHORD 2 X 4 HF NO.2
BOT CHORD 2 X4 HF NO.2
WEBS 2 X 4 HF/SPF Stud/STD
REACTIONS (Ib/size) 8=864/0-3-8, F=864/0-3-8
Max Harz B= 73(LC 5)
Max Uplih8:-214(lC 5), F=-214(lC 6)
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or4-6-12 oc purlins.
Rigid ceiling direclly applied or 10-0-0 oc bracing.
FORCES (Ib) - Maximum Compression/Maximum T~nsion
TOP CHORD A-B=0/28, B-C=-1309/280, C-D=-978/211, D-E=-978/211, E-F=-1309/280, F-G=0/28
BOT CHORD B-H=-231/1112, F-H=-160/1112
WEBS C~H=-378/194, D-H=-79/551, E.H=-378/195
NOTES
1) Unbalanced'roof live loads have been consid~red loi this design:
2) Wind: ASeE 7-05; 1 OOmph; h=25ft; TCDl=4.8psf; BCDl=4'.2psl; Category II; Exp B; enclosed; MWFRS (Iow~rise) gable end zone;
cantilever Jett and right exposed; end vertical left and'right exposed; lumber DOl=1.33 plate grip DOL=1.33.
3) This lruss has been designed lor a 10.0 pst bOllom. chord live load nonconcurrent wilh any other Jive loads. .
4) Provide mechanical connection (by others) of truss 10 bearing plate capable 01 withstanding 214 lb upJiftat joint Band 214 Ib uplihat
~i~F. .,
5) This truss is designed in accordance with the 2006 International'Residential Code sections A502.11.1 and'R802.10.2 and referenced
standard ANSlfTPI1.
6) This truss is designed lor a creep tactor 011.25, which is used to calculate the total load deflection. The'building designer shall verify
that this parameter lits wil~ the intended use 01 this component ' .
LOAD CASE(S) Standard
I ~:COTT2 I ::~'
I. The Truss Co., Eugene, OR 974~2
;+0,01
1-0-0
I Truss Type
GAL HIP
l~~ . ,\P" I Hayden(Ascott21-bf
1 JcibReference (oollonal\
7.020 s NOV' 9 2007 MiTek industries, Inc. Wed Feb 27 14:55:272008 Page 1
7,].4
7:7-4
7'101'5
0-3-11
12-'-1
4.2-2
'2r41'2
0-3-11
7-7-4
7.7-4
Plate Offsets (X,Y): s:o-a-o,O-O-6l)E:O-1-a,O-O-21
12-4.12
4-9-8
lOADING (psi)
TeLL 25.0
TCDl 8.0
BelL 0.0
aCDl 7,0
,SPACING 2,0,0
Plates Increase 1.15
lumber Increase 1 . 15
Rap Stress Incr YES
Code IRC2006fTPI2002
CSI
TC 0,66
Be 0.54
WB 0.13,
(M~lrix)
DEFL in (Ioc)
Vert{LL) -0.11 S-H
Vert(TL) '0,23 8,H
Horz(TL) ,0.04 E
20-0-0
]-7-4
20-0-0
7-7-4
Vdefl '
>999
>999
nla
Ud
360
240
nla
PLATES GRIP
MT20 185/148
121-0-01
1-0-0
Scale.. 1:36.1
BRACING
TOP CHORD Slruclu.ral wood sheathing directly applied or 4-'-3 DC purlins, except
2-0-0 oc purlins (4-8-2 max.): CoD.
BOT CHORD Ri.gld ceiling direclly applied or 10-0-0 oc bracing.
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No.2
WEBS 2 X 4 HF/SPF. StudlSTD
REACTIONS. (Ib/size) B=863/9-5-8, E=863/0-5-8
Max Horz B=-60(LC 6)
Max UpIiltB=-204(lC 5), E=-231{LC 6)
Weight: 67 Ib
FORCES' (Jb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/29, B-C=-1241/244, C-D=-lQ26/293, D-E="1249/267, E-F=0/29
BOT CHORD B-H=-126/1004, G-H=-1.27f1001, E-.G=-126/1015
WEBS C-H=O/2t9, C-G=-169/208, D-G=-15/200
NOTES
1) Unbalanced Toof live-loads have been considered for this design. .
2) Wind: ASCE 7-05; 100mph; h=25ft; TCDL=4_Bpsf; BCDL=4:2psl; Category II; Exp B; enclosed; MWFRS (low-rise) gable end" zone;
cantilever.left and right exposed; end verticallelt and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevenl water ponding.
4) This truss has been designed for a 10.0 psi bollom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of Iruss to bearing plate capable of withstanding 204 Ib uplift at joint Band 231 lb uplift at
jointE. _ .
6) This truss is designed in accordance with' the 2006 International Residential Code sections R502.11.1 an.d R802.10.2 and referenced
standard ANSlfTPI1. ..
7) Design assumes 4x2 (lIat orientation}'purlins at oc spacing indicated, fastened to truss TC w/2-10d nails.
8) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verily
thatlhis parameler fits with the intended use of this component.' - .
LOAD CASE(S) Standard
"
L j
Job
Truss
ASCOTT2
HAl-
I Truss TYP8
ROOF TRUSS
I ~~ I Ply 1 I HaYden(AS~ott2Fbj
_ _ Job Reference Jop.lionall
7.020 s Nav 92007 MiTek Industries, Inc. We9 Feb 27 14:55:28 2008 Page.'
The Truss Co., Eugene, OR 97402
-1-4-4
1-4-4
B-6-9
8-6-9
14-0-15
5-6-6
Scale_l:25.:
D
a
4.24112
c
~.
B
~
"
"
14-0-15
14-~
-I
lOADING (psI)
TeLL 25.0
TCDl 8,0
BCll 0,0
BCDL 7.0
SPACING 2-0-0
Plates Increase "1.15
Lumber Increase 1.15
Rep Stress lncr NO
Code IRC2006fTP/2D02
CSI
Te 0.59
Be 0.00
WB 0,00
(Matrix) .
DEFL
Vert(LL)
Vert(Tl)
Horz(ll)
in (Ioc)
-0.24 B-C
-0.34 B-C
-0.00 0
I/defl
>404
>289
nfa
Ud
360
240
nfa
PLATES GRIP
Weight: 22 Ib
LUMBER
TOP CHORD 2 X4 DF 2400F 2.0E
REACTIONS (Ib/size) D:::10BJMechanical, 8=337/0-5-11, C",569/0-1-B
Max Harz B=216(lC 3)
Max UpliftD=-56(LC 3), B",-124(LC 3), C=-282(LC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/35, B-C=-157/104, C-D=-B6/24
BRACING
TOP CHORD
BO-r: CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling direcily applied. .
NOTES
1) Wind: ASCE 7-05;100mph; h=25ft; TCDL=4.8psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever lelt and right exposed; end
vertical left and right exposed; Lumber DOL=1.33 plate grip DQL=1.33. .
2) Refer to girder{s) for truss 10 tru.ss connections.
3) Provide mechanical connection (by others) of truss to bearingplale at joint(s) C.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withslanding56 Ib uplift at joint D, 124 Ib upl,ift aUoint
Band 282 Ib uplift at joint C. . . .
5) Beveled plate or shim required to provide full bearing sulface with truss chord at joint(s) S, C.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and Ra02.10.2 and referenced
standard ANSlfTPI1. -
7) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verity
lhalthis parameter fits with theintended use of this component.
lOAD CASE(S) Standard
~:COTT2 I:::'
The Truss Co" Eugen.8, OH 97402
I Truss Type
ROOF TRUSS
I ~~ I Ply I Hayden{Asc01l2)-bf
1 Job Reference (ol?tionall
(,020 s Nov 92007 MiTek Industries, Inc. Wed Feb 2714:55:282008 Page ,1
4,0-0
4.0-0
"
6-11-6
2-11-6
G
Sr(-'12'
4.24f12
x
B
TI
x
X
.
.
N
A
~
"
"
~
IX'
IX
LOADING (psf)
TeLL 25.0
TeDL 8.0
BelL 0.0
BCDL 7.0
SPACING' 2-0-0
Plales Increase 1.15
Lumber" Increase 1.15
Rep Stress Incr 'NO
C;:ode lRC2006fTPI20Q2
CSI
Te 0.26
Be 0:00
WB 0.00
(Matrix)
6-11-6
6-11-6 .
OEFL in (Ioc) I/dell Ud PLATES GRIP
Vert(LL) -0.01 A,B >999 360
Vert(TL) -0.02 A,B >999 240
Horz(Tl) -0.00 C nla nla
Weight: 9 Ib
LUMBER
TOP CHORD 2 X 4 HF No.2
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied:
REACTIONS (Ib/size) A=91/0-5-8; C=73/Mechanical, B=275/0-5-8
Max Harz A=90(lC 3)
Max UpliftA=-14(lC 3), C=-37(LC 3), B=-139(lC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=-79/48, B-C=-44/17
NOTES
1) Wind: ASCE 7-05; 100mph; h=25f1; TCDl=4.8psf; BCDl=4.2psf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end
vertical left and right exposed; Lumber DOL=1.33 plate grip DOl=1.33.
2) Refer to girder{s) loi truss totruss connections. ,
3) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 14 Jb uplift at jOint A, 371b uplift at joint C
and 1391b upliftat joint B.
4) Beveled plate or,shim required to provide lull bearing_sur1ace with truss chord at joirit{s) A, B.
5) This truss is designed in accordance with the.2006 International Residential Code sections R502.11.1 and R802.1 0;2 and referenced
standard ANSlfTPI1.
6) This \russ is designed lor a_creep factor of 1.25, which is used 10 calculate the total load deflection. The building designer shall verily
that this parameter fits with the intended use of Ihis component.
LOAD CASE(S) Standard
- ;r
JOb
Truss
Ply
ASCOTT2
HR4
I Truss Type
,ROOF TRUSS
I~~
J Hayden(Ascott2)-bf -
! Job Reference JOP.lional\
7.020 s Nov 92007 MiTek Industries, Inc.
Wed Feb 2714:55:29 2008 Page 1
The Truss Co., Eugene,'OR 97402
-1-4-4
1"4-4
8-6-9
8-6-9
11-3-0
2-8-7
Sca\e_1:'20:,
D
It
c
4.24f12
B
~ il
~ <7t
~.
11-3-0
11-3-0
LOADING (psI)
TCLl 25.0
TCDL B,O
BCLL 0.0
SCOl 7.0
SPACING 2-0-0
Plates Increase 1.15
lumber Increase 1 .15
Rep Stress Incr NO
Code IRC2006fTPI2002
CSI
TC 0.55
BC 0.00
WB 0.00
(Matrix)
DEFL
Ve"(LL)
Ve"(TL)
Horz{Tl)
in (Ioc)
-0.23 B-C
-0.32 B-C
-0.00 C
Vdefl
>425
>304
nfa
Ud
360
240
nfa
PUlES GRIP
Weigh!: 181b
LUMBER
TOP CHORD 2 X 4 OF 2400F 2.0E
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied.
REACTIONS (Ib/size) D::::-54/Mechanical, B==345/0-8-8: C=537/0-1-8
Max Horz B= 178{lC 3) .
Max UpIifIO=-54(LC,1), B=-144{LC 3), C==-263(lC 3)
Max GravO==24{lC 3), B=345{LC 1), C==537{LC 1)
FORCES (Ib). Maximum Compression/Maximum Tension
TOP CHORD A-B=0/38, B-C",-114/101, C-O==-78n
NOTES
1} Wind: ASCE 7-05; 1 OOmph; h=25ft; TCDb4.8psf; BCDl::::4.2psf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone;
cantilever lelt and right exposed; end vertical left and right exposed; lumber DOL=1.33 plale grip DOL=1.33.
2) Refer to girder(s) for.truss to truss connections.'
3) Provide mechanical connection (by others) of truss 10 bearing plate at joint(s) C. ,
4) Provide mechanical connection (by others), of truss to bearing plate capable ot withstanding 54 lb uplift at joint D, 144 Ib up\\i\ at joint
Band 263 Ib uplift at joint C.
5) Beveled plate or shim required to provide full bearing surface with Huss chord at joinl(s) B, C. .
6) This truss is designed in accordance with lhe 2006 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced
standard ANSlfTPI1.
7) This truss is designed for a creep factor 011 :25, which is. used to. calculate the total load deflection. The building designer shall verity
thatlhis parameter fils with the intended use of this component.
LOAD CASE(S) Standard
Job
Truss
I Truss Type
JACK
I ~~ I e, I Hayden{Ascott2)-bf
1 _Job Reference}opfional\
7.lJ20 s Nov 92007 MiTek Industries, Inc. Wed Feb 27 14:55:292008 Page i
ASCOTT2
Jl
The Truss Go., Eugene, OR 97402
-1-0-0
1-0-0
1-10-15
. 1.-1.0-15
I,
6-0-0
4-1-1
Scale.. 1:11.'1
c
,~
6.00[12
~
.
v
X
X
.,
III
D~
3X4=
1-10-15
1~10.15
LOADING (psf)
Tell 25.0
TCDL 8.0
BelL 0.0
BCDL 7.0
. SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Slress Incr YES
Code IRC2006fTPl2002
,CSI
TC 0,09
BC 0,33
WB 0.00
(Matrix)
6-0-0
4-1-1
DEFL in (Joe) I/dell Ud PLA res GRIP
Vert(LL) -0.08 B,O >901 360 MT2D 185/148
Vert(TL) -0.15 B~O >480 240
Horz(TL) -0.00 C nia nia
Weight: 11 lb.
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No~2
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 1-10-15 ac purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 8::189/0-3.8, D=41/Mechanical; C::421M~chanical
Max Horz 8::62(LC 5)
Max Uplift8::-52(LC 5), C=.20(LC 5)
Max GravB::189(LC 1), D=100(LC 2), C=42(LC 1}
FORCES (Ib) - Maximum.Compression/Maximum Tension
TOP CHORD A.B=0/2B, B-C::-37/14
80T CHORD 8-D::0/0
NOTES .
1) Wind: ASCE 7e05; 1 OOmph; !1=25ft; TCDL::4.8psf; BCDL=4.2psf; Calegory II; Exp B; enclosed; MWFRS (low-rise) gable end zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate gripDOL.=1.33.
2) This truss has been .designed for a 10.0 psf bollam chord live load nonconcurrent wilh any"other live loads.
3) Refer to girder(s) for truss to truss connections. \
4) Provide mechanical connection (by others) of truss to bearing plate capable of wilhstanding 52 Ib uplift at joint Band 20 Ib uplift at
joint C.
5) This truss is designed in accordance with the 2006 International. Residential Code sections R502.11.1 and AB02.10:2 and referenced
standard ANSlffPll. '
6) This trus's is designed for a creep factor of 1.25, which is used to calculate the Iota I load dellection. The building designer shall verify
that this parameter fits with the intended use of this component.
LOAD CASE(S) Standard
Job
Truss
Truss Type.
I aty I Ply I Hayael1(ASCOIt2j-bf
5 L 1 .Job A~ference JoPJional\
7.020 s Nav 92007 MiTek Industries, Inc. Wed Feb 2714::55:30 2008 Page 1
ASCQTT2
J2
JACK
The Truss Co., Eugene, ~;:. ;7'-;';:;:;;:
-1-0-0
1-0-0
3-10-15
3-10-15
6-0-0
2-1-1
- 6.00[12
Scale_l:11.1
~
,
,~
T1.
B
J2r
X
X
B1
!l
X
OX
3~4 ::::
3-10-15
3-10-15
6-0-0
2-1-1
LOADING (psf)
TeLL 25.0."
TCDL 8.0
BelL 0.0
SeDl 7.0
SPACING .2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rap Stress Iner YES
Code IRC2006fTP12002
CSI
Te 0.19
Be 0.32
WB 0.00
(Matrix)
DEFL
VertILL)
Vert(TL)
Horz(Tl)
in
-0.07
-0.14
-0.00
(lac)
B,D
B,D
C
I/defl
>956
>510
nla
Ud
360
240
. n/a
PLATES
MT20
GRIP
185/148
Weighl: 14 lb
LUMBER
TOP CHORD 2X 4 HF No.2
BOT CHORD 2 X 4 HF NO.2
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing direclly applied or 3-' 0-15 oc purlins.
Rigid ceiling direcUy applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C=104/Mechanical, 8=245/0-3-8, D=41/Mechanical
Max Harz B=96(lC 5)
Max UpliftC=-60(lC 5), 8=-67(lC'5)
Max GravC=104(lC 1), B=245{lC 1), D=98(lC 2)
FORCES (Ib)-
TOP CHORD
BOT CHORD
Maximum Compression/Maximum Tension
A-8=O/28,8-C=-61/3B
B-D=O/O
NOTES
1) Wind: ASCE 7-05; 100mph; h;=251t; TCDL=4.8psf; BCDl=4.2psf; Calegory II; Exp 8; enclosed; MWFRS (low-rise) gable end'zone;
cantilever left arid right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOl=1.33.
2) This truss has been designed for a , 0.0 psi bollom chord live load nonconcurrentwilh any other live loads.
3).Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint C and 67 lbuplift at
~intB. _' .
5) This truss is designed in accordance with, the 2006 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced
standard ANStfTPll.
6) This truss is designed lora cr~ep lactor of 1.25,'which is used to calculate the lotal load deflection. The building designer shall verify
that this parameter fils with the intended use of this component.
LOAD CASE(S) Standard
Job
Truss
IT~SSType
JACK
I ~~ .1 Ply I Hayden{Ascott2)-bf
Job Reference (optional)
7.020 s Nav 92007 MiTeK fnduslries, Inc. Wed Feb 2714:55:302008 Page 1
ASCOTT2
J3
The Truss Co., Eugene, OR 97402
-1-0-0
1-0-0
5-10-15
5-10-15
c
610rO
0-1-1
Scale_l:15.::
6.00[12
<
"
"
T1
B
~ 1d B1
A ~
3x4::::
II~
D~
CSI
Te 0.54
Be 0.32
WB 0.00
(Matrix)
15"0"5
15,10,15
I
DEFL
Vert(LL)
Vert(TL)
H6rz(Tl)
610;0
0.1-1
LOADING (pst)
TeLL 25.0
TCDL 8.0
BelL 0.0
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Aap Stress Jncr. YES
Code tRC2006fTPI2002
in
-0.07
-0.14
,0,00
(loc)
B,D
B,D
C
l/detl
>956
>510
nfa
Ud
360
240
nfa
PLATES
MT2Q
GRIP
185/148'
Weight: 16tb
LUMBER
TOP CHORD 2 X 4 HF NO.2
BOT CHORD '2 X 0;1. HF NO.2
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 5-10-15 ac ?urlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) C=175/Mechanical, 8=307/0-3-8, D=41/Mechanical
Max Horz B=134(lC 5)
Max UpliftC='101(LC5), B='82(LC 5)
Max GravC=17,5{lC 1), B=307(lC 1), D=98(LC 2)
FORCES {Ib} - Maximum Compression/Maximum Tension
TOP CHORD A-S",0/28, B-C=-71/64
BOT CHORD B-D=OIO
NOTES . .
1) Wind: ASCE 7-05; 100mph; h",25f1; TCDl=4.8psf; BCDL=4.2psf; Category II; Exp B;,enclosed; MWFRS (low-rise) gable end zone;
cantilever left and right exposed; end vertical left and righl exposed; Lumber DOl=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi\ha.ny other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection'(by others) of truss to b~aring pia Ie capable of withstanding 101 Ibuplift at joint C and 82 Ib uplift at
joint S.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSlfTPI1.
6) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify
lhalthis parameter fits with the intended use of lhis component.
LOAD eASElS) Standard
Job
Truss
I Truss Type
JACK
I~~
Ply Hayaen(AscQlt2)-bf
ASCOTT2
J4
The Truss Co.,_ Eugene, OR 97402
Job Refefen"ce {09!ionall
7.020 s Nov 92007 MiTeklndustries, Inc. Wed Feb 2714:55:30 2008 Page 1
-1-0-0
1-0-0
5-0-0
5-0-0
7"10-15
1"10-15
o
I~
6
Scale.. 1:19.:;
6.00r;2
c
.
"
o
.
;,
B
~ k1 ., I
A ~ E~
3x4:::
600-0
6,0,0
LOADING (psi)
TCLL 25:0
TCDL 8.0
S"eLL 0.0
BCpL 7.0.
SPACING 2-0-0
Plates Increase 1'.15
Lumber Increase 1.15
Rap Stress Incr YES
Code IRC200SrrPI2002
CSI
Te 0.56
Be 0.32
we 0.00
(Matrix)
DEFL
Ve"(LL)
Ven(TL)
Horz(TL}
;n
-0.07
-0.14
-0.00
(Ioc)
B~E
B~E
D
I/defl
>956
>510
nl.
Ud
360
240
nl.
PLATES
MT20
GRIP
185/148
Weight: 19 Ib
LUMBER
TOP CHORD 2 X 4 HF NO.2
BOT CHORD 2 X 4 HF No.2
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 DC purlins.
Rigid ceiling directly applied or.10-0cO OC bracing.
REACTIONS (lb/size) O",63/Mechanical; B=309/0-3-B, E=41/Mechanical, C";241/0-5-B
Max Horz B=172(LC 5)
Max UpliflD=-36{LC 5), B=-64(LC 5), C=-140(LC 5)
Max GravO=63(LC 1), S",309(LC 1), E",98(LC 2), C",241(LC 1)
FORCES (Ib).- Maximum Compression/Maximum Tension
TOP CHORD A-B=0/28, B-C=-113/65, C-D=-24/23
BOT CHORD B,E.OIO
NOTES
f),Wind: ASCE 7-05; 100mph; h=25f1; TCDL=4.8psf; BCDL",4.2psf; Category II; Exp B; enclosed; MWFRS (19w:rise) gable end zone;
cantilever left and right exposed; erid vertical/eft and right exposed; Lumber DOL",1.33 plale grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otherHve loads.
3) Refer to girder(s) for truss to truss connections. .
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 Ib uplift at joint 0, 64 Ib uplift at joint B
and 140 Jb uplift at joint C.
5) Beveled plale or shim required 10 provide full bearing surface with truss chord at joint(s) C.
6) This truss is designed in accordance with the 2006 International Aesidential Code sections R502.11.1 and RB02.10.2 and referenced
standard ANSlfTPI1.
7) This truss is designed for a creep factor of 1.25, which is used to calculate the tolalload deflection. The building designer shall verify
that this parameter fits with the intended use of this component. .
LOAD CASE(S) Standard
Job
Truss
I Tf1JSS Type
JACK
I ~~ I Ply J Hayden(Asc01l2)-bf
_ 1 Job Reference loolional1
7.020 s Nov 92007 MiTek Industries, Inc. WedFeb 2714:55:312008 Page 1
J48
ASCQTT2
The Truss Co., Eugene, OR 97402
-1-0-0
1-0-0
6-0-0
6,0,0
7+10-3 .
1-10-3
I
I~
Scale.. 1:19.1
c
6.00~
.
"
,
o
'"
M
B
~
A
ld
~
"'
E~ '
~
3x4::::
4-2.12
4c2-12
6-0-0
1-9-4
CSI
Te 0.53
Be 0.11
WB 0.00
. (Malrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
In
-0.01
'-0.02
-0.00
LOADING (psI)
TeLL 25.0
TCDL 8.0
BeLL 0.0
SeOl 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Slress Incr YES
Code IRC2006fTPI2Qa2
(Ioc)
8-F
B-F
D
.l/detl
>999
>999
nl,
Ud
360
240
nl,
PLATES
MT20
GRIP
1851148
Weight: 191b
BRACING
TOP CHORD
BOT CHORD
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HFNo.2
Structural wood sheathing directly applied or 6-0-0 oc purl ins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) O=61/MechanicaJ, B=296/0-5-8, E=-O/Mechanical, F=58/0-5'8, C=235/0-5-8
Max Horz B=17.1 (LC 5)
Max UpllftD.'35(LC 5). 8d8(LC 5), E.'1(LC 2), Ce'138(LC 5)
Max GravD=61(LC 1), B=296(LC 1), F=140{LC 2), C=235(lC.1)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHOAD A-B=0/29, B-C=-112164, C-O=-23/22
BOT CHOAD B-F=O/O, E-F=O/O
NOTES
1) Wind: ASCE 7-05; 100mph; h=25lt; TCOl=4.8psf; BCOl=4.2pst; Category II; Exp B; enclosed;,MWFRS (low-rise) gable end zone;
cantilever left a'nd right exposed; end vertical left and right exposed; Lumber DOl",,1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord liva load nonconcurrent with any other live loads.
3) Refer to girder{s) for truss to truss connections. .
4) Provide mechanical connection (by others) of truss to bearing'plate capable of withstanding 35 Ib uplift at joint 0, 78 lb uplift at jointS,
1 Ib uplift at joint E and 138 Ib uplift at joint C. . .
5} Beveled plate or shim required to provide full bearing surface with truss chord at joint(s} C.
6) This truss is designed in accordance with the 2006 International Residential.Code sections R502.11.1 and RB02.10.2 and referenced
standard ANSlfTPI1.
7) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verily
that this parameter fits with the intended use of this compot"!enl.
LOAD CASE{S) Standard
Job
Truss
ITrusS~ype
JACK
I~~
Ply I Hayden{Ascolt2)-bf .
_ 1 Job Reference (oalianal\
I.U:.oO s Nav"9 2007 MiTek Industries, Inc. Wed Feb p 14:55:312008 Page 1
ASCOTT2
J5B
. The Truss Co., Eugene, OR 97402
-1-0-0
1-0-0
5-0-0
'5~O-O
9-10-3
3-10-3
D
I~
Scale_l:22J
.
o
,
"
;,
..
~
8
M
~
~
3x4:::;
6-0-0
6.0.0
LOADING (psi)
TeLL 25.0
TCDL 8.0
BelL 0.0
SeDl 7.0
SPACING 2-0-0
Plates Increase "1 . 15
Lumber Increase 1.15
Rap Stress Iner YES
Code IRC2006ITPI2002
CSI
Te 0.56
Be 0.32
WB 0.00
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (loc)
-0.07 B-E
-0.14 B-E
-0.00 0
IIdefl
>956
>510
nfa
Ud
360
240
nfa
PLATES GRIP
MT20' 185/148
Weight:21lb
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF NO.2
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 ac purlins.
Rigid ceiling.directly app!ied or 10-0-0 oc bracing.
REACTIONS (Ib/size)' D=127/Mechanical, B=309/0-3-8, E=41/Mechanical, C=305/0-5-8
Max Harz B=209(LC 5)
Max UpJiftD",-73(LC 5), B=-45{LC 5), C=-178(LC 5)
Max GravD=127(LC 1), B=309{LC 1), E=98(LC 2), C=305(l.:.C 1)
FORCES (Ib) - Maximum Compression/Maximum Tension'
TOP CHORD A-B=O/2B. B-C=-155/65, C-D=-4B/45
BOT CHORD B-E=O/O
NOTES
1) Wind: ASCE 7-05; 1 OOmph; h=25ft; TCDl=4.8psf; BCDL=;4.2psf; Category If; Exp B; enclosed; MWFRS (Iow-risefgable end zone;
cantilever left and right exposed; end vertical left and right exposed; Lumber DOL"" .33 plate grip DOL=1'.33.
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) Refer 10 gJrder(s) tor IfUSS 10 lruss conneclJons.
4) Provide mechanical connection (by.others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint D, 451b uplift at joint B
and 178 Ib uplift at joint C. .
5) Beveled plate or shim required to provide full bearingsurtace with truss chord at joint(s) C.
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1-and R802.1 0.2 and referenced
standard ANSlrrPI1. .
7) This truss is designed for a creep factor 011.25, which is used to calculate the total load deflection. !he building designer shall verify
that this parameter fits wilh the intended use of this component
lOAD CASE(S) Standard
ITrusSTYP8
MONO TRUSS .
Q~
I Hayden(Ascolt2)-bf
~ Job Reference (ootional)
7.020 S NOV' 92007 MiTek ind'u'stries, Inc.
Wed Feb 2714:55:32 2008 Page 1
'[ ~:CQTT2 ~;::
I The Truss Co., Eugene, OR 97402
P!Y
3-5'4
3-5-4
6-0-0
2.6-12
9-9-7
3-9-7
o
I~
Scale. t:24.~
,
6.00rT2 3x511
C
/'
M
.
N1 .
,
j
3-5-4
3.5-4
Bl L ~ ~ I
F H ~
3xBII 5x5:::.
JUS26
6-0-0 I" 9,9,7
2-6-12 H,7
~% nn
~ G
4x5::: THD26
LOADING (psI)
TelL 25.0
TCDL 8.0 .
Bell 0.0
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumberlncrease 1.15
Rap Stress lncr NO
Code IRC2006fTPI2002
CSI
Te 0.27
Be Q.79
WB 0.75
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (Ioc)
-0.02 A-F
.0.03 A-F
-0.01 D
I/defl
>999
>999
nla
Ud
360
240
o/a
PLATES GRIP
MT20 185/148
Weight: 37 Ib
LUMBER
TOP CHORD 2 X 4 HF NO.2
BOT CHORD 2 X 8 DF No.2
WEBS 2 X 4 HF/SPF Slud/STD
REACTIONS (Ib/size) A",1213/0-5-8, D",96/0~5-8, C",260JO-5,8, E",9il/O.5-B
Max HorzA=152(LC 4)
Max UpliffA.,252(LC 5), D=-57(LC 5). C.,127(LC 5), E.'233(LC 5)
BRACING
TOP CHORD
BOT CHORD
~truclufal wood sheathing directly applied or 4-7-4 oc purlins, excepl
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (Ib). Maximum.CompressionJMaximum Tension
TOP CHORD A.B=-1387/236, B-C=-96/50, C-D=-67/32, C-E=O/O
BOT CHORD A-G=-301/1210, F.G=-301/1210, F-H",-301J1210, 'E-H=-301/1210
WEBS B.F=-278J1244, B-E=-14.51/394 . .
NOTES
1) Wind: ASCE ?-05; 1 OOmph; h=25ft; TCDL=4.8psf: BCDL",4.2psf: Category II; Exp B: enclosed; MWFRS(low~rise) gable end zone;
cantilever lef! and fight exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live'load nonconcurrent with. any other live loads.
3) Provide mechanical connection (by others) of truss tabearing,plate capable of withstanding 252 lb uplift at joint A, 57 Ib uplift at joint
D, 1271b uplift at join.l C and 233 Ib uplift at joinl E.
4) Beveled plate or shim required 10'provide full bearing surface with truss chord at joint(s) 0, C.
5) This truss is designed in accordance with the 2006 International Residential Code sections R502:11.1 and RB02.10.2 and referenced
standard ANSlrrPI1.
6) Gap between inside of top chord bearing and lirst diagonal or vertical web shail not exceed 0.500in.
7) Use USP. THD26 (With 16dnails into Girder & NA9D nails into Truss) or equivalent aI2-0-0 from the'left end to connect truss(es) .
a 1 hgr (1 ply 2 X 4 HFSPF) to back face of bottom chord. , '.
8) Use USP JUS26 (Wit~ 10d nails into Girder-& 10d riails into Truss) ?r equivalent at 4-0-0 from the left end to connect truss(es) a2H (1
ply 2 X 4 HFSPF) to back.face of bollom chord.
9) FiII,all nail holes where,hanger is in contact with lumber.
10) This truss is designed for a creep faclor of 1.25, which is used to calculate the lotalload deflection. The building designer shall
verify that this parameter fits with the intended use of this component.
11) In the LOAD CASE(S) section, loads applied 10 the face of the truss are noted as fro~t (F) or back (B).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A.E=-14, A-C=-66, C-D=.66'
Concentrated Loads. (Ib)
, Vert: G."'67(B) H.'625(B)
IT,""
ASCQTT2 SJl
The Truss Co , Eugene, OR 97402
I ,lruSS I.ype
JACK
I ~~ ,II-'IY'1 Hayden(Ascott2),bf
Job Reference (optional)
7.0205 Nov 9 2007 MiTek fndu.stries, Inc. Wed Feb 27 14:55:3~ 2008 Page 1
Job
-1~O-O
1-0-0
1-10-15
1-10-15
c
.,0,0
0-1-'
Scalil..l:6.E
/
X
y
6.00f12
8
T1
"
i
<
/
,
'B1
.
;,
6
A
x
,x
x
,x,
LOADING (psf)
TelL 25.0
TeDL 8.0
BCll 0,0
BCDL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rap Stress Incr YES
Code IRC2006fTPI2002
CSI
Te 0.09
Be 0.04
WB 0;00
(Matrix)
'-10-15
-----.l-10-15
DEFl in (loe) Ildell Ud
.Vert{LL) -0.00 B >999 360
Vert(TL) -0.00 B,D >999. 240
Horz(TL) -0.00 C nfa nfa
~,O'?
0,'-1
PLATES GRIP
MT20 185/148
Weight: 6.lb
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No.2
BRACING
TOP CHORD
BOT CHORD
Structural wood shealhing directly applied or '-10-15 PC purlins.
Rigid ceiling directly applied or.10-0-0 oc bracing.
REACTIONS (lb/size) 8=161/0-3-8,0=13/0-5-8, C=421Mechanical
Max Hori B=62(LC 5)
Max UpliftB=-69(lC 5), C=-20(lC 5)
Max Grav8=161 (lC 1), D=33(LC 2), C",42(LC 1)
FORCES (Ib) - Maximum Compression/MaximumTension
TOP CHORD A-B=0/28, B-C=-37/14
BOT CHORD 8-0=0/0 '
NOTES
1) Wind: ASCE 7"05; 1 OOmph; h=25ft; TCDL=4.8psf; BCDl='4.2psf; Category II; Exp B; enclosed; MWFRS (Iow:rise) gable end zone;
cantilever left and right exposed; end vertical'left and right exposed; .Lumber DOL=1.33 plate grip DOL=1,33. .
2) This truss has been designed for a 10.0 psf bottom chord Jive load nonconcurrent wilh any other live loads.
3) Refer to girder(s) for truss to truss connections. .' . _ .
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69lb uplift at joint B arid 20 Ib uplift at
~intC. _ .
5) This truss is designed in accordance with, the 2006 I,nternationat Residential Code sections R502.11.1 and R802.1 0.2 and referenced.
standard ANSlfTPI1.
6) This truss is designed for a creep faclorof 1.25. which is used to calc~lale the lolalload deflection. The building designer shall verify
that this parameter fits with the intended use of this component. .
LOAD CASE(S) Standard
Job
. Truss
Truss Type
IQ~
,4
Ply I Hayden(Ascott2j,bf
_ 1 Job Reference Joplional)
7.020 s Nov9 2007 MiTek Industries, Inc. Wed Feb 2114:55:33 2008 Page 1
ASCOTT2
SJ2
JACK
I The Truss Co., Eugene, OF, 974?2
".;-0-0 .
'-0-0
2-0-0
2-0-0
I,
3~10.15
'-10-15
c
Scale..l;10.t
"
6
6.00flT
c
e
o
T1
,
f
. ~
.Jd'
X
~
//I'X
/,IX
I
IXI
IXI
B1
B
.'lY4""
2,0:0
2-0,0
LOADING (psf)
TelL 25.0
TCDl 8.0
BelL 0.0
BCDL 7.0
SPACING . 2-0-0'
Plates Increase 1.15
Lumber Increase 1.15
Rap Stress lncr YES
Code IRC200Srrp12Q02
CSI
Te 0.09
Be 0.04
WB 0.00
(Matrix)
DEFL
VBrt(LL}
Vert(TL}
Horz(TL)
in (Ioc)
,0,00 B
-0.00 B-E
-0.00 0
Ildell
>999
>999
nJa
Ud
360
240
nJa
PLATES GRIP
MT20 185/148
Weight 9 lb
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No.2
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 2-0-0 oc purl ins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) O=63/Mechanical, B=159/0c3-B, E=13/0-5-8, C=100/0.5-B
Max Horz B=96(LC 5)
Ma, UpliffD,,36(LC S}, B,'50iLC 5). C,,55(LC 5}
Max Grav O=,,63(LC 1), B=159{LC 1}, E=33{LC 2), C=100(LC 1)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A.B=0/2B, B-C=~57/12,- C-O::-24/23
BOT CHORD B-E=O/O
NOTES'
1) Wind: ASCE 7-05; 100mph; h';25ft; TCDL=4.Bpsl; BCDL=4.2psf; Category II; Exp B: enclosed; MWFRS (low-rise) gable end zone;.
cantilever felt and right exposed; end vertical lell and right exposed; Lumber OOL=1.33 plale grip DOL=1.33.
2) This truss has been designed lor a 10.0 psi bollomchord live load nonconcurrent with any other live loads.
3) Refer 10 girder(s} for Iruss to truss connections.
4) Provide mechanical connection (by others) 01 truss to bearing plate capable of withstanding 36 Ib uplift at joint D, 50 Ib uplift at joint B
and 55 Ib uplift at joint C.
5) Beveled plale or shim required 10 provide full bearing surface with truss chord at joint(s) C.
6) This truss is designed in accordance with the 2006 International-Residential-Coda sections R502.11.1 and RB02.1 0.2 and referenced
standard ANSIITPI1. .
7) This truss is designed for a creepfaclor 01 1.25; which is used to calculate the total load deflection. The building,designer shall verity
Ihat this parameter lits with the intended use 01 this component.
LOAD CASE(S) Standard
"
I ~:bCOTT2 :2':
I The Truss Co., Eugene, OH 9740<!
I Truss TYP8
JACK
I~~ IPIY
I Hayoen(Asco1l2),bf
1 '
. Job_f3,?fere_nce .(o~tional)
.7.020 s Nov 9 ZUUt Mil eK Inaustnes, Inc.
Wed Feb 2714:55:332008 Page 1
2,0,0
2-0-0
3-10-15
1-10-15
c
Scale.. 1:10.f
.
6
6.00[12
x
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.
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2-0-0
2-0-0
::l-1()-1~
1-10-15
LOADING (psi)
TelL 25.0
,TCDl 8,0
BCll 0,0
BCDl 7,0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2006ITPl2002
CSI
Te 0.07
Be 0.04
WB 0,00
(Matrix)
DEFL
Vert(ll)
Vert(Tl)
Horz(Tl)
in
,0,00
'0,00
,0.00
(Ioc)
A
A-D
C
I/dell
>999
>999
nfa
Ud
360
240
n/a'
PLATES
MT20
GRIP
185f148
Weight: 8 Ib
LUMBER
TOP CHORD 2X 4 HF No.2
BOT CHORD 2 X 4 HF No.?
REACTIONS (Ib/size) A~71/0-3-8, C",63/Mechanical, D=13/0-5-8, 8=121/0-5-8
Max Harz A=72{LC 5)
Max UpliftC=-36(LC 5), B=-72(LC 5)
Max GravA=71(lC 1), C=63(lC 1), D=33(lC 2), B=121(lC,1)
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 2.0-0 oc purlins.
Rigid ceiling directly applied, or 10-0-0 oc bracing.
FORCES (Ib) - Maximum.Compression/Maximum Tension
TOP CHORD A-B=-64/22, B-C=-24/23
BOT CHORD A-D=OIO
NOTES
1) Wind: ASCE 7-05; 100mph; h=25ft; TCDl=4.8psf;BCDl=4.2psf; Category II; Exp B;:enClosed; MWFAS (low-rise) gable end zone;
cantilever left and right exposed ;.end vertical lelt and right exposed; .Lumber DOl",1.33 plate grip DOL=.1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load'nonconcurrent wilh any other live loads.
3) Refer to girder(s) tor truss to truss connections.
4) Provide mechanical connection (by others) of tr"uss to bearing plate capable 01 withstanding 36 Ib uplift at joint C.alid 72 Ib upliit at'
joint B. "\
5) Beveled plats or shim required to provide full bearing surface with truss chord at joint(s) B.
6) This truss is designed in accordance with the 2006 International Residential Code seclions R502.11.1 and R802.1 0.2 and referenced
standard ANSlfTPI1.
7) This truss is designed for a creep factor of 1.25, which is used to calculate lhe total load deflection. The building designer shall verify
thai this parameter fits with the intended use of this component.
LOAD CASE(S) Standard
~
<.~
50.00. /"'.
-rUES,"""
---,--,--_--(-riJj--:--,o
I I I HJ<Jo? DWY!
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1 832 SQ. FT. -
I I
b 260 g
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. I ~,OOO SQ.FT./ 1500
~. FT'I 1 1 I
,__ _ L __--1.,__---,--- __L__ L_ -.:....-
~\.. ..~~-
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,
SCALE: 1" = 20'
~ONE.
~N\T(5) 1 OCCUPANCY LOAD
STORll::S I TYPE CONSTRIICTlOf'1VJ:.
LEGAL DESCR'PTlON 1~:Z-I9'r ogj):l..e D I;;' ==
ADDRESS 5773 ..,f1u~/- ;L.~ :; ~~""""""-'"
QWN;;--_.~c"J .~ '~~~~
D2 BlLDNQ SEC"OONS/OETALS
01 Clf"ll:ltW.2CAF1G'J1AOEaEVATIC:l'Ifl
ot ll"1l:ltW. 2 CAR QARAOE R..OOA ~
00 Cif'TONAL2CARQo\RAClEFO..N:lAT'ON
G4 Clf"1l:ltW.2CAF10ARA0eflOOF
SI ~WA1.l..BAAa>>:l
r
I
\
..._.1-
- -. .- -- S INTERIOR LOTS - . Lines
MINIMUM SETBACK - are, fr~ Property
All m~surements_ ..
, House 10 feet
_Front yar~ ~o Garage 18 feet 5 feet
~front yar oHbuse or Garage 10 feet
_side yard to House or Garage
_Rear ya.rd to. .
. HAY CHANGE SErBACKS
p.U.E
-- ----
'0
, .
'<
~ ". ~
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f-----
...---
,
DATE RECEIVED
4/z~~JOB"J,,/>A -C:-7f
, I. OCCUP/!,NCY GP.Ol1P~.
50,00 /
'.
THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH
ALTERAT!ONS !f\!DiCATED ON COLORED PENCIL. C,H,~NGE!:
OR ALTER.....TiONS Mt,DE TO --CHE APPROVED DRAW,N-:..S o~
ptWJECT /\F-r~!~ THE DATE BELOW SHALL BE APPROVJ:.D 8,
THE BlliLDil'lGOFFlCll...L.
-LSTREET TREES ARE
ARE REQUIRED, Please
refer to attached Development
Code Section regarding the
placement and types of
allowable street trees,
BUILDlNG SETBACKS ,
FRONT (GAR) 18' (FROM PL)
FRONT (HOUSE) 10'(FROM PL)
SIDE 5' (FROM PL)
REAR 10' (FROM PL)
. ,CiTY Of" s..~~GFIELD, OREGO~f~l
:'l.PPROVEO By c::r r---WM.L.-. DATE 1~, -(
'--;---- I
-......-.. -
HAYDEN HOMES
2464.SW GLACIER PLACE, SUITE 110
REDMOND, OR 97756' .
(541) 923-6607
LOT 260
5773 Pumice
JASPER MEADOWS 6 SUBDlVISION
SPRINGFIELD, OREGON
"''',
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5. DO NOT irA! I" r.wu1NN'l!l ~ CII.eSON9 8-IAU.. f'IECEDe Nf( NCJ ,
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NOTES
l.TlESCOF'Ea=6eNtCeS~iJr'I.{A'I'!::IRl . INC'B
LJ.fTE) TO I'ftC:lYCN:l A w:ACNQ SET CF CRAI'IN3S. THS SET CF
f'l...AN9B ~ R:ROBTAN<<)A ~PSUT.l.N...ESS
OIEC'n...YFe:.'U:STEDBYnE O'MEflQl P..DN3~ TJ-eE
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l:U..DtQ C'CU'aEtlTa NCJ i(Ey R&I w.TeV.L..S.
2.AL.1.. \llal(9iAl..l. CCU'LY'M'THnElolOSTCUI'EHT :::'~,..-""," "",".,...SET
Fam-l BY LClCI.L, ca.MY, STATE. NCJ 0BERA1. LAW$. fU...ES, cotes,
CR:ltW<<:SS, Ql ~1lClN9. CEERAL CONTRA.C'J'a'I CR!IS-
CCImV.cT'oRTOV9FI"AU...Af'PL.JCAIL!:OCXlESNCJtr.ETHODSa" .
~I'HClATO~1'I'CRC,
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EU..DB'l''U-Eoaew...~AN:ls.w.l..cc:tf''aNlO.4J,.I..
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TOTlE ~NCJ N'CHTECilIW.. t::aDEfI'S ATTBm:lH.
SITE PLAN
NOTES
3. CCHTRAC'TORTO'o8'FY ALLSTE ___.._'"'" NCJDI.EH!:I:H8PR:flTO
<::ctI511'lJC11ALL..__.~.~.........,. TOEeBACllOHTT011-EATTafflON'
. q:. nE DE'\a...a'ER I>ID TlE AItCHTEC'Tl.FIA DESQ.ER ~ TO N<<
. COiT1fJ.\"TlaiCFWOfK
...ISE"TBAa(STOcct.ft..YYlfTHAU...N'f'I.X::AII...L.OCAl....COlMY,STATE.NCJ
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.IDr....8~ Jon RumDlA(
14421S.E.9llthCourt
P.O.Bo.175O
Clackamas. OR 97015
(503)650-9663-(800)875-0063
FAX(503)657-1843.
;'\
-"
gll'H~_:_ASCOTT_GL.2
m.lo.t. 01/0212008
IScoIo 1/8"=1'-0"
, ,
I-'roJect Name ano Aoaress
\:
1-
HAYDEN HOMES
ASCOTT GL
MAIN FLOOR I JOIST
LAYOUT
'[
PLACEMENT PLANs.
'ONlY,DESIGNTO.
8E APPROVED BY
ENGINEER OF,
RECORD
NOTE:
LAYOUT,OUANTITY
AND lENGTH TO BE'
VERIFIED BY .
CONTRACTORANDIOR
lUMBERDEA~R' , J
LPIS3trademarko1loolslan3Pacifl::CofPOralOO./
,
FOOTING
SCHEDULE
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SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
J
.~
-reTART /"OINT
9
~,
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9
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SYMBOLS LEGENQ
=
I-l!DDEN L.1NES. INDICATE OPTICNAl.. FLA<N!>
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CCt-lC. FOOTlNCS WKV 'Io4X,CCNf At> DETAILEO
[2]
8'lt_' CONe. FOl.NOATICN CN 1i>")<8' HlN..
CONe.. FOOTTNGo w/(2) ~X cc:NT Aeo DETAIU:O
u___ ~4g~~~~U~~~TJ}AYOUT
llV (21--4X CONT Aeo DETAILED
~
,=====,
2J(f> CRIB WALL WI 5TU05 F'ER: JOI5T LAYOUT
It'N 16'><8' CCNTINUOJ5 ca-lc. FOOTINI::S ~
BUILD TO l.NDE~IDE: Cf' FLOOR: TYPicAL.
llV (2) o4X CCNT M DETAILED
JOl8THANCoER
(~ 3"f'IPEeot...LAI"1P
III elOCX lNDlCATICN
I=OUNOATION-I=NO.I=P:CAMING
ec.ALEo 1/4' . 1'-,,' (2-4 x 36 8+-1E:ETJ It) 2' 4' e' 1"-':-
~& lIB' . 1'_"" (11 >'~: !'~!_ _
I
FOUNDATION PLAN
NOTES
12COI!It'lRI=nnN--..:::o.m.....8flE("UJTYcxr.FI:IOOlIlFICw!wA.,~
t't'eFYALLetTEU11JTYL.OCATIC:NIPRJRTOlNro::HJl'Fl.lCTlc
:z.. COlT'RAC'Ta'ITOVElF'fSOLlENW<<lVALlECF1llOOI'9FF'a'la.AY
EWDY a..AY, ILT, a..Ay, CLAYEY ELT, ELT" SNDf IlLT. 0TH:ft CON::mCN:
MA.Y FEO..I=E!FEaAL DESQN Cfl AI..'lBtV.TE CONB'TJ'U:TIOH IoETHlXlEl.
CXHl'l'tACn::ATOVElF'f9:lL8FEPORTPIIalTO~\IotBt
IEOLft:D.lTAlLElWO\AlI
3. COlT'RAC'Ta'I TO VElF'f AU. OETALS, DM38CNI, AN) ~TDIl
PRat TO CCHmVCTlON.lEE tETAL JH) S 9&TB RlR AIX'f1'1CWAL
""""'TIa<
4. ALl. f'Ol.H:)An::ttWAl..1.8NDf"()C1NJTOSEcanN.lOl.lSCCH:::fEre.
STBlWAU.BNJB"EiCI'El B'l'L.EQEN), fECTlCNtETAl..S, JiK)/at
"""""",,,en '
5. STBl WALL CClNCfETE TO EE 3000 F'9 ~ c::Clt.cIND Q.tMCE lI..A8
FUXfl TO fE 3000 P91WCXl caD" 3llOO PSI L!EV. caalTAILE I'I4Ct2.2l
5. .........DEP1HCFF00JN3Ea...OW ._' ::.GfIOUoDlUFACE'M..l..
fE 12 tDiEl, FR:I8T lIE DB"TH 9iALL BE DEJ6UE) fJf lH: LOCAL
'~lR.C.R<<XlIAlIOASC.R<<l3.tS
7. FOl.JrC:lAn::ttWAL1.8TOfECAf'f'ED\ImI2:l ~fLLI'LATEOJER
AFB=IOUSfLLfEAIBl"J'tf'CAL ANCIiORt.lDfU.. TOROllEI<<lWi
1/'rtr ANCHOFlBCLlll-fHTo.c. TYP.NStALLQE ElC\.T AMN.1FT.FRCt.I
TJ-E EtDCFEA.aff'l.A.1EEB:1XlN.1RC. FMO.1.U!llaB::fM03.UII
l CRAJWEo ~ 9iALL FALL A...." NCHS ~ 1M: FR3T 10 FT.
""""
, t I'l'tC'Il:e L.tD;R R...Oat DRAHi AS FEC.UED PER aTY CXDE.
0. F'a'llBMC ZON:B [) ~ 1 MCCMNJOU!II'EII"OFI:SBfl H BOTH.
nEF=ooTN:lINCnt: 8TBlWAU., ~ A 2f'Ol.ft S'l'SJBlPAOYElE1 M
~WllHASTNC.IJ'DHOaC.AT"Fr.o.c.;C1'WC1&3
FtO~9W...LBEFR::M:H)lV7HA""Cf"l"'a.tRlWlH\'
12 NCHSCFTOPCFWALl." 1 MIW'lL.OCATB:>3-4NCH:9FRClMBOTT'OW
CF RXl1Hl.lRC. FMCXlt.1.1IO.F1.s.c.FMlXltA.I
It F'RC7t'I:E A CR:Ua<<J B..ECTR:Cie CXHECJB) TO A 20 FT. M
~NnEFOC1tNQ.fQRaC,IM03.t7lIR.C.E3!5Oll.1Z
12.1'AO'VOE 1 BO.Fr""''M. !l"ACe\'BfTLAl1CNP8l1llD8Q. FT.lNlER R...OCR
NEAFa'laEOCHlCfl!lC<<J!.lINDl BO.FT 1'Ef1300SQ. FT.FCAWA
Rlll2I. at: 9JCH a'Et.N) !IiAU. fE 'IIf1l-Wrl 3 Fr CF EAOt c:ate\
t1 &eT ALl. EXF'ClEB:l EARTH N ~'M. apACE WTH e...... 9J.CK
PCl.. YE1lil1...BE. (EAWS 9-W..L. IE oo.m LAI'I'El 12 NCHS &. 11.Rl12 NCHS
\P FtC WALL lO.ASC. Nl1OU2IWA EN:ftJ'f COOE PARA. S02.1.e:n
l4. AU. 'MXlO N CfECT CCNTACT w/CCNCfErE 8.fFA.CeS CR ~ If CF
EXPOlED ENmi 10 BE N'F'RC:NED PFESlUE 1"fE,t..TED YA.TEIIAL ElCTEfIa'I
woc:o 9EATlH) MOTlE!IIlHAN e ~ ~ CR1N>.lFDRll21"e5I
~""""a.ENW<<::e RQ,IEIOTTOUa:>R..Oa:tXJSJllTOEXPCl93)ENmt,
BBHCI-E:/1FTFCABEAIlI8il~Jm;U1ll
aR..OCfl:9EATlH)TOBE3/~T&OUDt:W:laW.1Oh.IC8T9!1"A.CB)lP
1024NCH9QC.ITAIl..EI'Il503.1
11. 'Mil FUtW:Sl L.OCATED NneaN'W:I: 9iALLfE, ............,_ F'ROl.I
AI1TCll,l(B..E "'ACT. M307.3.1I
11. Nll.,AlElAW.
A.!MATEC#'0'E00N0IAWOFulc.EH:RJ'l'PATH1.ITAfl...Et4lI04.11l11216.t.'li
a !MATE CF WA9'NJTat lAW WAlt-N:ll'aol STATE eelat' ca:e.
STRUCTURAL NOTES
~41:>J:'" ~"\!~.,. A>Jn ",gAr? IIIAII I '''I;;
~QlJI~EHF'NT~ F>FR ~I Al>JnfnR !'.2 !'\.I-lFFT!'.
WALl RRAc':INr:. F>l;F 10/- JAeLE R:&enJ~l
~"'.oI"""...~~,..,...",.rll
BH:;';=-T:=~~ANEL
SIi'GLE STOI'i!Y .
2 ANCl-IOR eot..T6 EA. PANEL (. V<4F'OlNT& IN OR)
WIn.l18lZlID !b TIE DOUN DEv1CE . EA. P.l.NEL END
FND TO BE F<:E~D Wln.I NOT LEM TJ..I..oIN (1) ~
eAR TOP t BOTTCM
1ST !'.TORT (::f' 7 !'."f?RY
PANa. o-l eon.! FACE& \UlTJ..1 NAILlNCi
. 4' O.c. w1T14 (3) ANCHOR BOL T6 . It!> polNT&
W1TJ.l 3/ZlIDID Ib TIE POU.N DEVICE EA. END a' F'ANEL
PER !~~.'Ri>ttak'.b
. r;,;;J INTFRIDR RRAr':t= F>Al>Jt=1
L:JMlN..II2' GYPel.M BOARD a-. 2<4' or:... s"riJp &PACtNao
MlN.. 4&' UJ..iEN lN6TAUEO eor14 &IOE&
HlN.. Sb' lU-IEN IN&tALLEP TO ONE FACE: a' A WALL.
WOOD 6TRlJCltlRAL f'ANS. ~AU.. BE
lAW TAeLE Rbf'.2...le).!> 1R:C/0FlSC f'AAA Rb~
ATTACI--I'1ENTec.
IV4' ecRl:~ OR bd NAILS. <4' O.c. ALl PANEL
EDGE&AND . " O..c..lN FIELD -
I~ tABLE: Ri;olZl2,W,3(1J
FASTENED TO FLoor;;: , RC'CF fR,AM1N5
I~ TAeLE.Ri;oIZr.l.3(l)
....--- ----
----..-
--------....-..-
==::'"'.:::o-..:=o.==.
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IEVISIC:lt<'l
CUFIRENT /is'OF 022908
--~
OR-D
FOUNDATION
PLAN
..",s
A3
SYMBOLS LEGEND
=
=
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-
"
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MIDDEN L.INE& INDICATE 0PTI0>lAL I"'LAN6
2K6 FRAME ll.I.ALL WI &ruos
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K1TCI-lENCAelNETLUALL -I6'o..c..
INTERIOR ~R1N6 UI.AU.. lNDICATICN.
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: SEE OPTICN !.I-IEET& I
: 12'l-/ZM "GlR 2 CAR OPTICN. :
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DESCRIPTION
SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
MAlNLEVEL
"lOt""""".
...-
OARA<;!;
"-IZI'
1'_8'" ""_~'
1
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MAl N LEVEL
PLAN NOTES
12l105~_".::""U' ~lTClCT)F/:IttllII'r.WIWA.~
L 'oSFY ALL. ST'I! UJ1.jJ"( LOCAn::NI P9IaI TO Nfr CCHrJRJCTlON.
tCQlJ1UCJ'CATOVfFFYAU.~WATERAL. ,"~.',~ ".W
OOCflNDWNXWSZES,C:CNmlJCTDrlIoEANBNCJII"ECFI::A11CH!
f'fIORro~.
). ALL EXTBICftWAL1.8TOEE weco AWED AT. NCHB QC. NC AU..
NTBICA WAU..8 TO IE a4 NCHB acl.l'rl..Em HOlED cmt:fM15E.
stRJCnIW... ~ TO BE f'ASJaED lAW TABLE ell23II.
I.IEt"ARAlE HCllJI:E ~ QNW:E B'l'MOT LEBBlHAN vr ~ aIIlH1!!
QAANJE m:lE. QNIAQES'MTH LNABLE fl'JJ::S:. AEIC7o'E Ml..1E 1EPARA.1ED
B'l' NClTLESBlHAN W TI1'EX 0'I'P8..W ctI11-EQAfW:lE!CB..HlR:lOlUl
" EHTm' TO HOUE FRCIolllE CWWE EliAU.IE NOT LESS lHAN"HJ8' lHCK
19O1..EI '110 CASTEEL at. .w.,""., wo...... SJ83..l. CA 20 wtJl"E f'IE-Wo1ED
00""....
S. Bct.D !I..OCIC 10 R:ll.N>>TDl EEtEATH AU. ca..u.H!, BEAMS 6 QK&IS
""""-
T. SEE 8St-eT86 arr...... etEEnS FalI!fW::lO"..ve.. ~
WAU. CETALB. FI'Eft..ACE OETAUl ere.
!I. f'fE B..OCKN:l !I-W..1.. IE MMJED TO CJT OFF ALL. CClNCEAJ...ED DIW'T
a'Bfi3S IJC1TH \/Em'. , HOFlZ..lIlETYl1:EN STCfE8 Ate TI-E ROCF. RlXl2.eI
l ALL. Gl..ASB l1.B NO &tCMBl e<<::l...ClfU'E" CLASSAOJACEHTTO' ~
2 Fr. Me a= A a..aBl [)Q(R lEB9lHAN 1IO NCH9 NXNE Ntr STAftt'l,Oa
9SFACE. ~ 38 NCHSHCRZ. srmWAU:J<<3 alFACE TO EE AI'PRal'ED
WEn' CLNB......
10. F\HW:E, WATER tEATER. 0R'l'B\ o.alIIW<<JE ND BA.TH FANSTO'
'o9lrTOElCTERORAU..9IoTTCtES.I'LOTUClH11I/lKJ9.AEF6TO
BE A.......... a= _ NCHB AJ=F. 'MEtl LOCAlS) NnE QAfWJE.1CI-PT III
1RC..QZ4Cla2IaRaCWI3CJ1.31
II FI'B'l..ACaI TO EE NSfAL1..ED f'B'IllWf.F.ICJ\HB ~,
EClW'fE) 'M1H f'AC:f'6l..T SZED' LOCATED E(TetW. All ElI'f'LT.
'""""""
t2.~torl.E9BlHAN 34 NCH9Cfl HClI-EtlHAN 31 NCHS.Rlll.5.8.,
~ .-.-._ .-'_..." DECKS CflBAl..CCJoES SHN.J.. tor IE LESB 1HAH
"NO<S.""'"
WAX. fPACE 8E'TVI1:B4 RAL8 &1AU. lOT EXCEB) .. NQtl R3lt2l
11 AU. 1oETAl.. I"P'NQ&W..LEE BCN:lED.1RC.E!:1!lDQ.1J
i4. EXr'BDt ..JC>>nB MOl.H) VlKlCIWMXlOFl F'fWIEEl. EETWEEN WAlL
CAmES' WNXIW Cfl 0ClCR RW.Ell. ~ WAlL' FaN:lIr.n:lN.
EE1"lIleEN WAU.' AOCF, EE1'M3:H WALL 1"Ne.A AT f'BrETRATD&9 at
\JTUTY IBMCEB 1KlCl.ICIi WAU..S, R.OOA , FIOCF8 , Al.l.. 0TlEFl a'9RlEI
NTl-EEX'TER:lFl EtNB...Cf'E IIW..l.IE EEALEDNAloWfBlN'f'fIf:Nf!!DIJ't"
nE Ell.I..IlNQCFR:lALIRC..NnCl2.U1O.f\8C. HllOU2I
ill.Be'iClENCYBICAPE'FEB::l..I;~t.etlETa.EAI'I~5.7SF.
* Cf'eft)1oEDfrZ4",lR3ICWI*ClI'EM<IQKmi2f1,1RJIQ1:I
a..L.1'EIClHTa" MarWCfElHAN..... AFF.lFDIO.tl)
ill."MO:IWS!IWJ.. aeNST.AU.fDf'B'I~NlTAl.l.ATg NilR.lCTlCNJN.
F'RCIYI:ED1J't"1H:~f'CREACH'fl'HXM.lJ\C.1mU
(I. Nl.LATE lAW.
A.. BTA1Ea=~IAWOJ\S.CB€A3'fI"Ai'HtrrAEl...E!Nn04.111121'c:a
B. srA1ECF~IAW~srATE!BERa'l'ctXlE.
1"""""""""""""10'"'''' J
BI-FOLD, 62' X 61'
BI-PA8!!l, 83 V4' X DOOR ailE
STRUCTURAL NOTES
~"?T":-_'1N.';:lS14FFTANnRRAf:F'uJ.AIL LlNF
RFQlJIQFHFtJT<" EE~ Co' ~':I."'"-"I? ".!.I1;<=_T~
WALL FlRACll-.r'". ~R 1= T AP\I F Rt;C!l1 ~ I
AND ~ TAP'll FA ~=\<tl'\tl), t7J
.....----......---
----..--
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----------
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1-00
I,I
m-
It.
AEVISIONS
c:u:n:NT AS CF 022908
""""''''''''
OR-D
MAIN LEVEL
FLOOR PLAN
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A2
.
r-------,
, ,
, ,
, ,
, ,
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: : I I (Di) [-----i~t:
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:' .~ --tli i i j r'--'-'---rt-if>1; ~-~ -- -,-- --,- - &
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f'-'-'-'-'-'- i --- 11' ! ~-'-'- -,- -,-, ,_u ""''''.. -7ff?- F-,-,-,-,-,-,-,- ~
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9- . 1 ! !. ! ! I '9 .
+ ' ! I I ! ! ' +
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L_.J 4lCl211.D.eM.. I._.J
l!>'-lZ)'
SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION
/
~&TAR'TPOlNT
ROOI= I=RAMING.
llCA.LE.o II"" .1'-121' C'2,(x,. Sl-IEETJ 6J 2' ,(.
ecAU!< 1m' a I'-It" (n X n e+oEETJ
.' .,.
ROOF FRAMING
NOTES
tl'!ID5~~., SPE'OAITYcaF./ilallIRC:WNlJ..~
lRJ9B MotH.F~TO 'BF'I' AU. C&ENICNI FI'KIoII"(l.fOA"TDf
PI...AH AN) A..Oal PUHB PItClR TO 1H: w.N.FAClUE OF ROOF TH..tSSEa
1JUIJ WAH.FAC1\IeI TO 'BF'I' RRW::e lJXA"TDf & DeIaN TR.lSiES
TO s..f'I"an" 8lS1'EW YIK;JrI NSTAL.J.a:l N AnIC NEA FIlO2.n4l
AU.1'tIXf= TR.lIIlE9 TO IE ENClfrESa) Ell' A TR.IIl w.N.F.ICTLII3\
f'l'K1fllEDTOEIl..I..l:HJIc:FR::W.. &AI'l'RO'oH)f't'DtTONSTAUATJ:lN.
IIlCl2Jl.4 &Im2.Ul
AU.1JUIJI"lTCHlTOBI! AS!FEC'D CH TlEI'tIXf=& aJ:VA1QoIB-EETS.
l.\8/I2ROOF "'lOt WhnBICfI VALl.lll TO IE :w: "'lOt&AM2AOc:F
f'JT'QtWlNTEFIORVALl.lllTOIE2..M2F'1TOi.l
AU. TJLe:l HN'I1<<AFE TO IE APf'RCMD Ell' TR..SS WH.FACT\I'Efl&
CiE9CN3) TO IIBiT 'tIIlH) LrlFT I't'E5S..FI!S 8ASED C* L.OC.AI.. 'tIIlH) L..Qo\O
'AClCPWDTH.TIa..E!Na2..11
RlXf' &EA~ TO IE 7M 0lB W(JRJ!ISES 9f'AC8) lPTO U NCH oc.
rrla..E! FBXU.Um
. A!I'HAI...T &e<<U:B &WJ.. IE NSTAl..1.ED AS lI'EC'D Ell' l.W&.FAClUE YfTH
NOT LE93"Tl-M " FA8JBEHI PSt S1l'P &eQ..E. .. NEAS 'M-SE WHJ9
EXCeDtI>. 9'ECIAL FAS1'Be<<l AiETKlOSNE RD.RnlRilO5.2a
FR! B...OCICNI9iAU. IE I"RClYI:lED TO cur CFF ALL ca<<::eALED DRAFT
Clf'EY<<lEl CBOTH YERT. , HORU fETWEEN 8raES NO TJ-E ROOF. Ae028
DOa'IAN)YI1ClOWH:At'ER9TOIENJNaJm.~1-EAI:elB
/tiE NOTIB:UED N NT. CA EXT. NaH:IENHa WAU.8.ftlO21.a
El...CX:KTOFOt.tDA.lD\IBBEATHAU.COL..l.IHI, 1E.wa.CR:leRS.
AOOF VB<< CAP8 TO IE lJXATm AT FEAfI ROOF a..c:rE9 WH3'E I"09IH.l:.
PftCM:lE18Q. FT. AnIC VEHTl...A1QoI PSt 3QO 80. FT.ATl1CSPAa!YfTH
!IO-<<lI OF \fENTtI AT l&ST 3 FT. NJt:Ne ne EAVES, anERMSe 1 8Q. FT.
TO 1SD 8Q. FT. OF TIE MEA CIIlDlI.2I
I'A::ME Lfi 1 NCH!PACE IlE'1'WEB4 Nl1.A"TlCN 1K) FrJOF lJ-EA1J.ft1I
wtEJ'E EAVE 'o9n'SAfE NSTAI..1..B;),AeOe.:I
AnIC NXES8l!1W..L NOT IE LE99lHo*.N zn:32" ROl..Qi OPEMQ \IWJH
......... OF:JO NCK9 ~ tEACiRCl(:M ItBCNE AOCel6 Cf'Bftl
-.
CXJr6lR.CI'A LfiOAXIAFUN.CeI'lAlJ'(ft,llA.wcerALR1NJCW
lHET D'Me 1'lA'I1"Otol1S NOT DE9aED N 11-E TR.I99snrlBl I
Nl1.ATE! lA.YI'
A. srATE ~aEOCfrtlA.Wo.R8.CBEflQYI"ATHtrrAll.ENID4.nt!t&13I
11 srATE CF ~ lA.W WA&Krn:lH srATE aegy ccce.
l:lQIE., uee U8P Fln
I-lJRQICANE CLIpe. . mJe6
I-IOL.DO.LN LOCATICt<18 IJ.OJi
~ MIN!M.N ~ 6 ea. FT. CF ROO!' YENTILATICtol
FOR I-lOU&E .:.l ea. FT. ~ \O&ITlLATla-I OYER GARAGE.
SYMBOLS LEGEND
~ :.l>c6 FRAME WALL U1I!o1UD&
C==:J :bM FRAME WALL U1ISTUO!o
_ INTERlOlQ eaARlNao IU4U. INDICATION..
mI eL.OCK INDICATION
A~D JOI!oT/TRJ&6 1-lANGEFl:
~ . .--.. --- eEAl'VGlRDER 1-lANGEFl:
l: RAFTEFl: TIE DOJ.N
""'---...-.----
--'"-----...-...-
=.:-=::""..:::"-====-
...----.....-....-
=--~------_-...
::'--..-=~...:=:...-==
_...~..._..._'"--
-...-...---....
----------
::--=':-':'-"::"':.~-'q
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1""'\ ~
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. ' O~~
<t:m
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rr.
FEVISIONS
CUFIfelT AS OF 022908
...., """'
OR-D
ROOF
FRAMING PLAN
,..""
A4
oPTlONAL U@.IT
w;r-;ANDCOR OPT.
, ,
, ,
, ,
, ,
, ,
,
,
r-------------~--
ir---------------
2-CAR'tAl\JDeM I:. ~,
OAQ.USe OP!~,:
"
"
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:: / t----~~-,
" -.,
" OF1IONAlllc.l-\T ~' ,
: : WJMANDOOR OPT.: :
II .'
" ,
II
tV/ ~
5a.lf;1CE TO BE : : I
1'-6' Mr. ITP. . -~.,-- @:@
I, i -t
__J ~
~ I~
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\ ~
i .~
I
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al"'lI'l:.l.t:.AJ12
....ADA"-liI
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"
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II.
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---
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8
ELECTRICAL
NOTES
12Dll5"""""""---"".I.' fPFnAITTca:>lF-/2OOllIlCW"'A~
\ AU.. WOfI( TO l.EOiANCAL NO a.ECTRCAl.. 'M.J.. IE 0E9aN ElU.O FIt
TJ-E(SEWJ..COfTRAC'R:ftNO$HAL.l.. CCfFCfIolTOAU.. LOCAL STATE,
NO NA'OOtW. cca:s.
2.B.ECIlICAI... TOEEFE"o'EVE>,Al'PftCMDBrAflEPARA.TEPBNTl
Hlf'ECTEOFltClFRClAl..HAvtlGc -w. __ ~__lFl105.'lfllOD12l
3. AU.. J,ETALPI'Hi&WJ..1E DOt(lEnlR.C.E39:IllJll
41l1"1'l-Y lFEJ\Rol All txJCT'8TOSECOfIiJRJCTED lNII...A"fS)lAWovr
L.OCIL. srATE, AIC NA'T"aW.. OCDE.IOI"T 'lei
S. AU.. lllf'f'LYfU6 TO HAVE AO.lACB(T DAY'ERSlAU..fET\.RllAA
FUeTOBE~
8.1-NAc: AS !FEC'D BY f'fn.ECT w.tWSl. RRiACE 1-EA1N3 S'l'BTB,l TO IE
POO'ItlEO 'MTH FEI"I..ACEAEl. All: FI.:raa 9:JT'TCIol CP AU.. aJ:C1HCAL
WALL I-EATBI!l TO BE! 2 FT. Arr.
1. 'IIltEH NSTAl.1.B), R.ffiACE SHALLEE NOTL.E9STl-WI78Js=FICEHJ'.
lO.R.S.C.~FORWAct..-fRDf'\fWACE8!tW..LCON'aIolTO
NEt\L nr 6. B..ECTNC RmACES !HALl. CXH"CR.I TO lL 1Dll6 EEE
1I\C.WM02.1I
8. EX'l'EfioR'o9IT8 TO IE WAlEft f'RCXF ecfEBE), HAVE IW:KI1W=T
tw.FB6 6. f'IOCF VB<< CAPS TO BE Loo,l.1ED AT TJ-E FI:AR CI' AOCF
aa'E wteI f'OEl6Il...E.
Il SMOKE DETECTOfB 9W..L. EE PL.ACED ~ 6. ClmlllE NTH: VACNIY CF
EVEHf EI..fB'tlO NEA. -11R.c. fm32I\(HIC RnU
1O,.!lI,ICI(E_.__._-... TOiE_n....-.,.__---=____=_ WITH~f'CfI'I'BI9::::UlCE
FftOfIlTlEHOtoElWfTHBA.TTER'fBoloClQP.II\C.FOn3IlalSCR313.21
11. AU.. BA'TH, YI1-l, DR"fBl:6. fWrICE HOlXlI\ICAOTOVENfTOTJ-E C1JI1l[:E.
.,..,..
12. III IEIMC zae Dl 6. D2. WA15'I tEA'IEfII !HAlL EE ANCHOfI:P CA
STRAPF'EDTOFESlSTHOflZOOTALDEf'l...AC8.ENT.twm7..21
13. ATTIC NEJ,S '11TH R.RW:E ECU'\eIT 9W..L. HAVE aE I...O-IT RmJE
~ aE. 0IJtlET tsfAU..ED.t.tl305.W
14. AU.. f'HCifE CAEl.EB TO EE CAT 5 a!; EOlIVALENT.
15. YCflOIVAVE TO HAVE A oex:A'TB) 20 NIP CflCUT.
MlGARMllE DlI'lEXCllFTlET'SoaE oun.E1'LOCI.TEDatTJ-EBACKWALL.
CN! Fa'l EACH 0t'EREAD QAAAQE 00Cfl, ND at: 0lITl.Er \IItEN
CPT1ONALfRM~ 8t8TBl B Ifi.EC1ED.
-+~
I1.WlIEOEXHAIJSrRAlESlfTBUflBfTal~. ~ ~,P8lTAEl.E1!:IOe.3
A. F'I'lCM:lE MN. 100 CAI Met Gfi Zi CAI OONT. EXHAUSI' HOCO N
""""""""
B. F'AC't'CE Wl S) tmR CR:1O caa. CRol EXtWJST FAN N BA'JIoR.XaG
""'-""""'MEA
lRC.CH"T1l5lT.Aa.EIMI501.3llQWTBIlll
lOJ\8C.ovrWT.Aa.E~6.OW"YER18
ELECTRICAL LEGEND
~ llWlIOH
.... llWlIOH
.... """",",YllWlIOH
-<:> """"""'"
,i) FECBI9ED CAN L.JaHT FDmIE
$ EXHAlSf ''''
{(} """ ''''
@ """" CEreCTal
\
-+..... HOEE mI
-+......~BE1
K1 ""'" oonET
(f0 TB.EVaCH ICAELE 0UTLETl
_ EI...EC1FICAL.PNEl.
cti:J LOWVCLTACE cot.IrI..NCAn:::NSf'NB..
ON.Y PKQ DIE
MAIN l.EVEl. El.ECiRICAl./HvAC
ecALE. 114' . 1'-'" (:24 X 36 8I-lEETJ
ecALE. 118' . 1'-'" (1I X n &I4EET)
.
.'
I.'
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--...----...-..-
===::f"'-=:"~==.
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_ "'..._o:.-.-.._~_......
......,-.."'-...-.......-.--
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PHC:t.E~ FAX5CI-648-01el
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'-... :.<; u .
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1-00
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I
II
AEVlOONS
CURRENT AS OF 022908
iEiiiCZOii>
OR-D
MAIN LEVEL
ELEC PLAN
<EE C8
AS
CENTRAL I'l..A'IAC!! CLI!ARANCE5
eI-\Al...L ~ ..........." ....",... IN ACCOlQOANce
UJlTI-l TI-IE L.1&rlNa. AND TI-IE MAN.FAeT\R:.R:
lNeiTALLATION.~c:LJlFl!EHENT&
MO<ACE PCA"""'"
3J.4'l"\.TUlOOD $EATJ.Ilt-G
l'AeO'Y1:I..OCAI..INeUL.ATIO'\l
REQJI~&
2w( PlA1'f"OF;t1 euPFORT
~~'~eE~ON. (I)
.....................PR!:-MANl.FAenJf:;ED~-.......1
"'-J ~PERPL>>l. ...........
....~0CKlNc;,l"ER I
RJRNACE MAN.FACTURER
IN!.TALl..ATION f<:EGlJ~T&"f ~AC. __I
==-:::~i~h rnlll~,11 wll
.
PRE-M-*U'AC'TURED
c.c:::M'1ClNn::us&_24'
O.c...PER PL..AN
o
.... et..0CKlNG0 !"'ER
fU<!NACE MAN.PAC'Tl.Il'<!ER
INeTALLAT10N. REc:LJlREHENT&
Gf.;:~~~CE F=L.ATI=ORM DETAIL.
6CALE. \18' . l' .
PFCE.El'GH"""""",,",--~
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f:~: <><<<<.~~:.
.;~~~,:, ,;' ~
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OYER PL T1.tIOOO &l-lEATI-ltl<6.
&lDll>C:O, "
!lFEC'O
-------
....;A8~C'D
PRE-ENColNEERED ~i!'ll"'ER
".,.. PLAN
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lJ.4eULArlON.
PER L.OCAI.. COOE&
..,eL TOP Ie
In' c;,yP" BOARD
I.\JALL. IHaULATIGN FER
LOCAl. COOE&
2lCb &TUD6
318' l"'ARTIa..e I'OARD
l.NPE:RA'r'T'1&IT e.aEATl-I
(vlNTL Fl..00RlNG a-<1. y) ..
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:~:-~ LNOER '\
2xP.T.HlJDD&IL.L ~ \
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NOT I'1Cl!"iE Tl-IAN 1'-lZ)" .
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~T PLAN
......--FLOOR IN8ULArlON. FER LOCAL.
CODE (l"ATl.1E OR ~RE ~)
2x CRIB lIlAl..L 11V &T\JO& INLNE
ON 12.,..' ca<<:.FT<:s.
. MIL. et..ACK POL 'f'ET1-/ELENE
GRO.ND CO'o'E~ LAP . I.tRAP
UPI'-~'Nl1i.
___COMPACTEO OR lNOl!!l~O
EARTI-I.. GRADE: TO DAAlN.
OPTlaiAL CRAlLL e.PACE DAAlN
TO P'UL. e.ACK OF lI.IAl.L.Cl-IECK
LOCAl.. CODE&..
I'-I!!)'
8~~~~(~X>6W~7L. oECTION
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urnoTAe!..Ea.e2.3l11
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(ALL P;ONEL. EDGE&) I'RN1ING ~ NOT AT
P.lH:l...EDCiE&
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INlITALl...ED N.ACCOl'lOJINCE
w1mTAelEa.e2.3lI)
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/' 11~
=~~..:i'~ /~ ~ ~'=~_.
If;;). ' ;::::~ i ~~~~:-
l jIfl/"t'r ..IOI&T I-l~ A& &PECP
CUFIENT AS a= 022908
~'LIH6ULATI<>l PER LOCAL
CODe A& ef'EC'D
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~~Tel-l~&
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:=:,:~~AT~
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FF!CM END Of' PlATE J A& ePEC'D
eECTICN 4' CGNC. t.L.Ae ON 4'
- '--1,1 ~~~ *.3'6.f"I.....
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t: e.'MtN..:, '-'. FERlME:TER
&ID~ A&
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IN!!lUL.ATION ,~
....C"
3/4' TtG PLY, OR EQUAL.
R-OOR&l-lEATlNl:S
1r,l'GTF'.eoARDTO ~
c.AR.A6l:: &IDE. FI~ ~
R-OOR FRAMING! A& ePEC'D
~T PLAN
...., <ae
~
R-OOR IN&ULATION FER LOCAL..
CODE (LAT\-IE OR Wll'l:l: &lJFFORT)
OR-D
~
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BUILDING
SECTIONS
"
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"""""""""
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OPT!c:NAL PERlt1E1EJIC':
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0~~.~e~,7,~~L.. SECTION
&c:Al...& V4'.I'-iZl' (Ilxn 81-1EET)
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ecAl...E. V.04'.I'_IID' (11 x n et.IEEf)
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FEVISIONS
CUFFENT AS CF 0229ClJ
I"'"' OR-D
BUILDING
DETAILS
f, D2
SHEAR / BRACED WALL TABLE
, (ZONE Dl - CS 16% - BP 20%)
1 st STORY
. WALL WALL "" "" "" TOTAL ~Gl eRACE
LN< HE"'" MAX M" BRAe< WALL WALL
""""'" PANEL LENO," LENO," LEN>'"
0) .' B0~.83~ >2' b'-~' "",' &'-er
0) .' ..... .",. ... S'.I' >2' b'-5'
8 .' e4)l!6083,. >2' ",,'-" ,.' 5'.2'
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18 .' ~~.lZ"lO ... 3'-2' ,.' ",'.C'
.
STRUCTURAL NOTES
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ANn ~ TABLE!!> 'Rh?r7I<l!l""IW1J
~R~At':F PANt'"1 U:ot.JTII>lJOUS ~ATl-ltNCo
... 06
MIN. SoA6' UlOOP &T1QUC.. 6l-EAn-l1NG. CWo 1.' Ot:..
&PACeD 61\.1D8
NAIL.1l<6
bd. &' O.c.ALL. PANEl.. EPGE&
6d . '" at:.. tN FIEL.D
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AND TAet.E ~",.)("
E]Mi1'J ~t:llIl!:l'Fn PAN"'l I FNr.TI-I4A'
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~R6f>>JrtI.5 6EE CI-lARt 6I-lEET &I
E)('I'ERIOR ~ TO ee IN&TALLED PER:
~p;t DetAIL. CN D ~T
J~l""""'''''''-''ClNL'''\,.._,_ ,
U:'lJ\6' ~n-llN6 CN "'. o.c."~mJD&l
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I
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18
INTERIOR BRACE PANELS
(ZONE D1 (CS 1 8%-BP 30%)
WALl.
HE"'"
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FND TO BE I'C:E~ UJlTI-l NOT LEe& THAN (1) ~
5Ar;i; TOP 4 I!!lOTTOH
~ Q' ? ~TQBJ:
PANEL CN bO"IH foACE& uATl-I NAll.lN!::;,
..04' OL:...WlTl-I (3) ~ eoL.T&. ~ POINT&
WITH 3lNW 1b TIE DO\l.N DEVIQ: EA. END ~ PANEl...
PERIJClICJOR&C~..6
Ij;;;1INTFRIClO;! F\~Ar.:F F'ANFI
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MN. ~'IJ).IEN .lN$TAl..1.EO TO ONE FACE OF A WALL
ux:x::o &~ PANEL el-lA1.l. ee
rAW TAa-E ~mJ0.!o I~ PARA R6mJll'.l""
ATTACl-t"IENTtn
1 V4' &CREW& OR .d HAIL.& . 4' OL:... ALL. PANEL.
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~ CONTlN..la.l&L.Y6I-lEATI-lEDWAL.L.e
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~ OI:&IGNED ~ WAL.l.. Uo'Tl-I &I-lEATHN::i PER
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'eP" I 'CSW' DE&lGNATlON &I-lAl...1.. PROVIDE 6RACED ILlAL.l.
pANEl..e PEI'it eulL.D1N!::;, COD!! (I.RC- R6DJJll:IJ) Cf' T"l'PE
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DE/llIGNATED 'ep' OR CCNTNJCU& IJ.\..IERE DE/llIGNATED 'c&w',
8 ~TRJCT\JRAL. DETAIL.& A& Fo...ND IN CAL.OJL.ATION P~
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FEVSONS
ClIfIBlT AS CF 022908
~"""'
OR-D
PRESCRIPTIVE
WALL
BRACING
&C8
Sl
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,
5e33ge1275
GALE CONTRACTOR SVCS
PAGE e4/e4
Hayden Enterpnscs, Inc
2464 SW Glaclel Place SUite 110
Redmond, OR 97756
RE: C-'8- s-?I/
5773 PUMICE PLACE,
SPRINGFIELD
Lot 260
To Whmn It May Conccrn
Tills Jettel I) to vcnfy Ihdt Ualc Contractor ~CIVICC, Imtal1cd 812_qtr ofCcrtmnTccd
llnfaccd R25X 19 h,Jtt In,Uldllon secured Wllh tWIIlC and plllrnbll1g I) properly Insulated d_
LOntlaclcLl ,'I the ,Idelle>s refe'cnccd ahove
d1-~
Wdync Rll,h
ProducllOn Managcr
Gdlc ConrrdLlm Service,
50J-390-1200
c,,:o _;-1'1 -,'
7'71'3 f/J.I'1/V
rt;lCCJn nv (iC1~@cc:. Q)
.: tJ lJt:?;)~ ~ ~ ~~ t;2) J
Fiber Glass Blowing Insulation
,
Certificate of Insulation
GWli.l!l!n lili1!:Jllt:UII""I:::Ih'II:h\I~111 mr~Uf\'jIlU'JIl!2!l!J;lmN:! l\'jjh'IIl'jlll~'Jlo:mJI!1~i~:II"~i~I~'h'11 U'J11I'mllll~'jl~1Jj11";t,11:h'to.,
TO OBTAIN A THERMAL RESISTANCE OF BAGS PER 1000 SQ FT/100 M'OF NET AREA CONTENTS OF BAG SHOULD NOT COVER MOAE THAN SHOULD NOT BE LESS THAN SHOULD NOTBE LESS THAN
R Number of Bags sq It In In
, -R;IlO 31 4 31 9 " I 2200 , '22 ~O
~V R-49 252 397 .~f:J 1850 ,w.>-,,-\S 50
R-44 224 446 1675 1675
R-38 191 525 1450 1450
R-30 149 671 11 75 11 75
R-19 93 1074 775 775
R-13 62 161 7 I 525 525
R-11 ../ 53 1905 ""-- !, 450 45Q <Z-~
-'"
This IS to certify Ihat CertamTeed InsulSafeoSP FIber Glass InsulatIOn has been mstalled to the manufacturer's recommendallons and will
achieve an R-Value* of !? - 5'Jtsmg _ bags of msulallon to cover _ square feet of area at a mmnnum mstalled thICkness o(~ffiches
Street Add res<=;
City
~tate
Zip
V;ten)('"
Signed Insialier)
&i:fll E
ompan}
JI4 07"'1 & J
-+- -Z7 ~O ()
"' Date
.)lUlC L1LCIl~e I" ulItocr 1..11 rcquncc])
Clty StatL Zip
Insul$afc$P l~ noncombustible nonCOlf05nc and lIlorganK A product dC<;lgned for IOdays safct} standards and IOmorro\\ <; cncrg} reqUlremcnts Keep thiS CCrufIC.ltL \\ nh }our other valuable
papers
If }(lU c\cr scll thl<; propen) thl" ccruflcatc "hould be p I..,<;ed on to thL purchascr *The hlghcr thc R-V'lluc the greatcr thL In<;uhung pO\\cr Ask \OLlr sellel for the f.lct shLct
on R V.llUt..s
CertainTeed EI
QUdIllY"'dd~c,.td'n Sdh'fdchonlf"o.ulttd'"
CU\1111TLCd Corpllrllloll . 1'0 )3u,\ 860 . 750 [ S\\cdcsford Road . Vlllc\ rorgc PA 19482 . W\\"" Lnt.untccd (Om
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"e-..-
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YOUR HOME IS INSULAT~iFWITH
--011
INSULSAFf SP, THE NONCOMBUSTIBLE
FIBER GLASS INSULATION
InsuISafe SP Improves enelgy efficIency and
leduces energy con,umpl1on This product
9
helps conserve ndl'renewable energy sources,
'~~,
reduces dependencc on foreign 011 and reduLes
greenhouse gas elTIlSSlOnS
InsulSafe SP IS manufaLlured WIth no
formaldehyde and IS GREEN GUARD" Certified
for supenor mdoor an quahty This means that
InsulS~le SP IS tesled by a thml paIlY 10 conium
lhal emissions of formaldehyde, volaule organIL
compounds (VOC's), respll able particles and
other pollutants arc below e5tabhshed standdrd,
~"
,
_ ~ --J"~~~:'. ~
r~- ')-"', ""'-'
, < I I l'
~ ~'i ~:ii :I:I~ld, =.1, '/.i,-
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J'-~ RSSe'
If" certalnTee~ . - ~
~ 'k!~:'::::"'" ~_",... _ ,~'
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-....-- ~ " ..-
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.
GETTING COMEORTAlBLE WITH CERTAINTEED
\'1."\", Y7
For over 100 years, CenamTeed has been the reeogmzed
perfollnanLe brand dmong buildlllg plOfesslOnals, as
well as a leadmg researcher and produLer of hber glass
msulauon Wnh a Wide seleelJon of msulauon plOducts
to fit your home from the base,nem up to the all1C,
"
you canlmd eomlorllJ1' knowmg all your Il1sulal1on
needs wil I be mel
[~)8
E
I!IiI
~~~~
'.:.
ASK ABOUT OUR OTHER CERTAINTEEO PROOUCTS ANO SYSTEMS
EXTERIOR ROOFING SIDING WINDOWS FENCE RAILING TRIM
DECKING FOUNDATIONS PIPE
INTERIOR INSULATION WALLS CEILINGS
CCltamTeed Corpor'1(lon
PO Box 860
Valley lorge, PA 19482
Profu,SlOnal 800-233-8990
Consumer 800-782-8777
wwwccrtamtccd com
CertainTeed: :
3024 )1Z@03/07Cert.'un1et'dCorpoTanon Prlnltd Ul USA
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