HomeMy WebLinkAboutALL DOCS - 14-00171 - 311 Jefferson Drive - SFRot
CITY OF Certificate of Occupancy
Gity of Rexburg
Department of Gommunity Development
35 N. 1st E. / Rexburg, |D.83440
Phone (208) 359-3020 I Fax (208) 359-3022
F.EXBURG
\D'-
America's Family Commwity
Buifding Permit No: 14-00171
Applicable Addition of Code: IRC 2009
Site Address: 311 Jefferson Drive
Use and Occupancy: Single Family Residential
Design Occupant Load: N/A
Sprinkler System Required: No
Name and Address of Owner:
Contractor:
Special Conditions:
,
JSM Construction
Occupancy: Residential, one-and two-family = 2,080.00 sq.ft.
Utility, miscellaneous = 400.00 sq. ft.
Unfinished basement (all use group) = 980.00 sq. ft.
This Certificate, issued persuant to the requirements of Section 109 of the lnternationat Building
Code, certifies that, at the time of issuance, this buitding or that portion of the buitding that was
inspected on the date listed was found to be in compliance with the requirements of the code for thegroup and division of occupancy and the use for which the proposed occupancy was classified.
Date C.O.lssued: 10 I OA I ZOU
c.o. fssued ,r= @ Buirding Inspector: >V*J;,&
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,modifications or additions be made to the building or any portion thereof until the building Official has reviewed andapproved said future changes.
Mechanical Inspector: s ,
Plumbing Inspector: . \ )*, '
Fire Alarm: nla
Etectricailnspector: -EaU.n_Fire Dept./Sprinkler: nla I nla
P&Z/Public Works: nla I nla
Rtrdrit
Anerica\ Family Conmvni ty
RESIDENTIAL BUILDING PERMIT APPLICATION35 N 1" E,, REXBURG, ID 83440208-372_2326
PARCEL NUMBER:-
suBDrvISIoN: *o*r"?cz- Sevl*r4d- uNIT#_BLocK#(Addressing is based on th; -f*ri"" _ ,rr.rsr be accurare)Dweiling Units: I pur..l A.."r,
43 LOT# 5
PJe,as e Complehe Entire applicationtrr rne quesfion does not apply filt in NA fo, io^n applicable
+ry+ryT (If other thr" "**4(Applicant if other tlan owner,
" rt"t -.Jt ccompany this application.)
APPLICANT INFORMATIoN: ADDRESS
srATE; zrP----.--.-- EMAIL n a *r1\_2t.PHONE #: Home ( )
MAILING ADDRESS:
PHONE #: Home (
-FAx- IDAHO REGISTRATION # & EXP.DATE FcE _zze;ro_Howmanyo"it@
(i.e., Single F"-ity R"rid"offi Garage, Commercial, aaaitiorr, gtJ
ffii:i"fltr.:i.:mffy.'':,1iil:'r'.1#?.T#3*:Tff#:,i:'-?,T,^Y:g'o:lly,orperjury l.hercby certir! that r have read thisapplication and state that the inform"rr""-rr-*JL'.;;;# i##i1J""""Tr^Y:9:r penaltv.of periury I hereby certir! that r have read this
il::tg.""* :111e.9"-T..io. o. tt. Ciiy cr.,'Jir'r.. the city orRexb; "h,'u"'#1o-",,1}.I'l,tt T:.arter be given dy ;; il;;g. berore thefranlns and ZonngCommission ".,r,. ci.y i'J;;:"ifi.g1il;l'.'1ff#,ilff'#ffiili:'jf;:t-:;;:1o* u. gi"."-d1-. ffi,.i'* berore the
ij:i'-:T:-':t:iglrtne':!fa-"g:.ofthisapplicatio.,""ai.L[u;;;h",j;'*"resenta+i,,o- ^c,L^-,,^ asreetocomplvwithaltCityregurationsandiff$:Xll,ig;,5'gggffi:;*Hffi,T:t"Til1*:i*;:H,,""."1".S;#ffi"{}HfJi;iJ.Tt1:J""JHt**.1_:tH::?"#:#for inspections purposes. Nbre, rr,. u"ria"g'5r?.,a Jil.;T::;:H',"# representatives of the citv to enter upon ti. "bo.r.-*"otioo.d p.op..lcases of any false statement or nusrepresefltation of fact in the aooricati.. ^. ^- -*lP:?ll 1t:T9,":o:t the provisions or,n. zooi irr.-rtronal code innTil'J:#'ffiX;:-f6mmfg,.i.i:ruffJ'd;ffffff,T.TiJ*::T*HHf:,fr:::ffiiniffi*:ruf":;.;flstarted within 180 days. permit voijif wo.f.,r.p, f", f SO a"yr,
of Owner/
DATEr#x;?::?,:T:,":-y1T.ry::BEposrEDoNcoNsrRucrroNsrrE!*'""";;:li:ff *:i"1,;::::'":'^x'.1fyii#,FJfi ,"r'#;"i;:$#Elii#|.,*,3.": j..fi 'ffi ,i::*::i:*:grlx.y.*{;"'l"ff:}ff ff ilr.ffi*Building permit-Fees a.e dur ", mJ"ilppilJJ;#.iififfi;"p..X;: :::::fi?*T :H:i:L. not crear,**
Builfg Sofety Depqrtmenl
Cily of Rexburg
Phone: 208.372.2326Fax: 208.359.3022
Affidavit of Legal Interest
State of Idaho
County of Madison
r,
Name Addtess
State
Being fust duly swom upon oath, depose and say:
(If Applicant is also Owner of Record, skip to B)
Dated this day of
Signature
subscribed and sworn to before me the day atd,year fust above written.
Notary Public of Idaho
Residing at:
www.rexburg.org
CI1]Y OI:
REXBURG' cls,
.\n e,;ca\ Fa,ft;b, {.:o-,-tuiiq,
City
A.That I am the recotd ownet of the property described on the attached, and I gmnt mypermission to: .-
Name
to submit the accompznyingapplication pertaining to that pfoperty.
B' r zgree to indemni{', defend and hold Rexburg city and its empioyees harmless ftom anyclaim ot liability tesulting from any dispute ,r io mL statements contained herein or as to theownership of tle property which is the subject of the apprication.
20
My commission expires:
35N l.tE
Rexburg. lD O344O
City of Rexburg
Phone; 208.372.2326
rax: 206.35?.JOZ7
Properly Lines
guling Sofety Depqrfmt
www,rexburg.org
Each site plan that is submitted to the city of Rexburg for the Building permit process requires that property rinesare shown accurately' It is the Developer's responsibility to corectly identi$ on the site plan the location of theselines in teference to the public right-of-way, other adjoining property rines, the street, other structures and a, utilitylines' The Developet should find ptoperty pins fhat arestill available at the lot in question. If these pins do notexist or have become unrecognizable then a new srrvey should be performed.
Accurate property line infotmation is a must for a timely review. In addition to finding existing pfopefty pins, iegaldescriptions should be checked' The best way to identi$r property rine location is with arattdsurvey. The city ofRexbt'r"g has aerial photos and a patcei line layet that canbe checked, but they are only a tool and are notguatanteed fot accutacy' If you want to request ^ copyof your lo! see the front counter at the comrnunityDevelopment Department.
I have read and understand the above requkements.
{,Owner "t fr-Builder
ctlY {}t
REXBTIRG
c\,
'lmerim s Funtilj {)o mnun ity
Date
Pdnted Name
nuildiSs sofety DepoT,T:lb
Phone:208.372.2326
Fox:208.359.3022
Remodeling Yout Buildingfirome (need total constructions estimate, excluding fue, electrical, plumbing,
and Mechanical valuations) $
35N l"E
Rexburg, lD 83440 www.rexburg.org
()l
REXJ}UR{
c\1,
t\ nt et'i cai Fta nily Co mn uni
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the buiiding)
First Floor At , ? F6 Unfinished Basement
Second flooilloftarea i Odd Finished basement
Thfud floor/loftatea € Gztage arcz V&QL^J ^- D^-- elShed or Batn F' Carpott/D..k 130, ^bo... gtade)Area
Commetcial
Construclion Type:Occupancy Type:
suRFAcE SQUARE FoorAGE: (shall include the exterior wall measurements of the building)
New Construction sq. ft.
Commercial Remodel sq. ft.
Commercial Addition sq. ft.
Utility, Misc. Pdvate Garage sq. ft.
Storage sq. ft.
Multi-Family/Single Student l{ousing
sq. ft. per unit
Manager Unit sq. ft.
35 N. 1st E., Rexburg, Id 83440
O\XAIER'S NAME Js*o (.srt\.Tiro.Xor^-j /,u€.PROPERTY ADDRESS
I7ater Meter Quantity:************xtWatet Metet Size:
Requtued!!!
Bui ng Sofely Deporlme
City of Rexburg
Permit#
Plumbing
REXBURG'-N -
A t n e ri at! Fam i ly Coununi ty
Plumbing Contractor's
Address
Name Business Name
Cell Phone () Business Phone ( )
Fax( )- Email
tr 1,501 to 2,500 sq ft _ 9195n 3,501 to 4,500 sq ft _ 93251,000 sq ft. or portion theteof ($325 + ($65 x # of additional
tr Three or more multi-family uruts:g130?er building plus g65 per unir ($130 x #_of buildings) + ($65 x # of units)tr Existing Residence, and Detach.* sl1p,g65 fJe'plus g10 per rotri$ t" rrr. -u"i*G orlrr. correspondingsq. fr of thebuilding ($65 + ($10 x # of fixtues))tr Gray Vater Systems: glll0
n Lawn Sprinklers/Bacldlow Device: $65
n Modular, Manufactured or Mobile Fromes: $65 for sewer and vzater stub connectionstr
ftftigu+ose Fire sprinkler and Domestic vater Supply system: g65 fee or g4 per sprinkler head, whicheverrs gfeatef
Sewer & Watet
! $38 Sewer Line l$38 water Line n$65 Sewet & water- if inspected at the same timert $65 Sewer tumaround under house (change from septic to ciry)
t
MISCELLANEOUS
n Plan Check 965 per hour
! Technical Service: g65 per hour
tr Gas Line: $65
tr Watet Fleater Replacement g65
n Requested Inspection: g65
n Hydronic Heating: $65 + ($10 x # of manifolds/zones)*Lititg space - space within a dwelling unit intended for human habitation whi;h may r,easonably b_e utilized for sleeping, eatrrg, cooking,bathing washing, tecteadon, and sanitation purposes. An unfinished basement is considered part of the living space.
city State zip
(COMMERCTAL/IND-USTRIAL) Total cost of plumbing system (con&acted Amount)(ncludcs tlte cost of mateials installed ngndlus of il:e par Mppi,ing it ilteTrs li$ed"indcr tbis ;urprrt;o, 4,p, *on Epb t0 an1 and a// planbingnot tpecifca$ mentioned elsewbere on tbisforru).
tr Up to $10,000 (total cost of system x 0.02) + 60 = $n Between $10,001 - $100,000 ( (total cost of system - t0.600) x 0.01) + g260 = gtr Over 9100,001 x 0.005) + $1,160 = gRESIDENTTAL
r'{ew: single Family Dwelling, including aII buildings with viring being consttucted on each prcperqr. (*Based on liuing space,see defrnition below)
! Up to 1,500 sq ft - gi30
tr 2,501, to 3,500 sq ft _ g26O
! Over 4,500 sq ft 9325 plus g65 for each additional
_ _ - 1_.O00 sq. ft. or pottion thereog).New: Multi-Fanily Dwelling TCon t"ctoii OntyS
tr Duplex Apartment 9260
of Licensed Contractor License number & Ex Date
35 N. 1't E., Rexburg, Id83440
Bui Sofety Deportme
City of Rexburg
ct'r-Y oF
REXBTIRG
Anuriui Fatn ily Co n nnunifi,
OWNER'S NAME
PROPERTY ADDRESS Permit#SUBDTVISION
PI{ASE
Required!!!Mechanical
Mechanical Contractor's Name Business Name
Address City State Zip
Cell Phone () gusiness Phone (
Fax (
(COMMERCTAL/IND-IISTRrAL) Total cost of plumbing system (coottactedAmount) $---(Includu the co$ of mateial: instllted ngardless of tbe pary uppfiingit. itte@r: *ted ander this inEection lpe thall appl't to an1 and a// mubanicalinstalhtions not specifca@ nentioned ebewltere on this-lotrz).
tr Up to $10,000^ ^ (total cost of system x 0.02) + 60 = $tr Between $10'001- $100,000 ( (totar cost of svstem - 10.b00) x 0.01) + g260 = gD Over 9100,001 ( (total cost of system _ 100.00b) x o.obs; i gt,too = gRESIDENTIAL
t'{ew: single Fatnily Dwelling, including all buildings with witing being constucted on each property. (*Based on liuing space,see defrnition bclow)
D Up to 1,500 sq ft - 9130 n 1,501 to 2,500 sq ft - g195tr 2,50'1. to 3,500 sq ft _ 9260 tr 3,501 to 4,500 sq ft _ g325! ovet 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or pottion thereof
r{ew: Multi-Fatnily Dwelling (conttactots 8fr1.
($65 x I
tr Duplex Apartment 9260
: 3:::,::1or1 yuttt-tigt units: g130 per building plus g65 per unit:-1-D :.TlY# 1::*:::lY:*3:l Yllu.llured "i iur"rir. fi "'"".l,. llvJ rLs**HVAC equipment being installed up to the maximum of the corresponding sq. fr of the building
MISCELI.ANEOUS
($65 + ($10 x # of fixtures))
tr Plan Checlc 965 per hour
tr Technical Service: g65 per hout
E Gas Line: 965
tr Water Heater Replacement $65
tr Requested Inspection: 965
! Fireplace/solid Fuel BurningAppriance: g65 per inspection
*Living Space - space witlin a dwelling unit intended for human habitation which may. reasonably be,utilized for sleeping, eating, cookingbathing, washing, tecreation, and sanitation purposes. An unfinished basement is consideted part of the living space.x*Examples of FfvAC Equipment-fumace replacement, solar, water heater. etc.
Signature of Licensed Contractor License number & Exp. date Date
7
35 N. 1$ E., Rexburg, Id 83440
Phone - Q08)359-3020 / Hotline
Bui$ns sofely DepoTA:f
- Q08)372-2344 / Fax - Q08\359-3022
clt't'()F
lTEXBTIITG. -.. cw ._, ...
:\rrt ri ttt\ Fanily O orr muni tt
OWNER'S NAME *\s.,n< C.t.*spra ,,..rr*\ llt
PROPERTY ADDRESS
SUBDryISION Ft tl rurr,ues Scu
PI{ASE LOT_____g-_ BLO CK___3__
Permit#
Requircd!!!ELECTRICAL
Electrical Contractor's Name
Address
Business Name
ciry
Cell Phone () gusiness phone (
Fax
u Up to 1,500 sq ft - 9130
tr 2,501, to 3,500 sq ft - fi260
D Over 4,500 sq ft 9325 plus 965 for each additional 1,000 sq
1.000 sq. ft. or portion thereoO).
1\{ew: Multi-Fatnily Dwelling (Conttactors Only)
State Zip
(COMMERCIAL/IND-USTRIAL) Total cost of electtical system (conttactedAmount) $-(nchdts the cost of mateials inttalled regardless of the panl suppling it Tbe feu lirted u;der tb* inspection jpe fall applt n nr1 iua otnnrt1*tnot specifcal! mentioned elsewhere on tbisfom).
tr Up to $10,000 (total cost of system x 0.02) + 60 = $c Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + g260 = g
u over 9100,001 ( (total cost of system - 100.00b) x 0.005) + g1,160 = g
Small Wotks (Conttactors ONL\): $10 fee for work not exceeding$200 ilcost and not involving a c1tange in
sewice connecdons. Does NOT require inspection.
RESIDENTIAL
IYew: Single Fatnily Dwelling, including aII buildings with witing being constructed on eaeh ptopetgr. (*Based on Euing space,see defrnition below)
! 1,501 to 2,500 sq ft - 9195
l 3,501 to 4,500 sq ft - 9325
ft. or portion thereof ($3ZS + (965 x # of additional
tr Duplex Apartrnent 9260
tr Three or more multi-family units:.$130 per building plus $65 per unie ($130 x # of buildings) + ($65 x # of units)! Existing Residence, Modulat, Manufactuted of Mobile Aomes, and Detach"J-h"ilGE" plus $10 p.1-btanch circuit, up to the maximum of the cortesponding sq. ft. of the building ($65 + ($10 x # branch cfucuits)D Cenffal Heating/Cooling Systems: $65 When NOT par of new residentii or FIVAC permit with no additionalWiring
o spas, Hot Tub-s, and swimming pools: $65 fee for each trip to inspect
Pumps-Wate4 ltrigation, Sewage (each motot)
c $65 up to 25HP n$95 - 26 to 200HP n$130 over 200 Hp
MISCELLANEOUS
tr Temporary Consttuction Services ONL* 200 amp or less, one location (for a pedod not to exceed i year) - $65tr Temporaty Amusemenc $65 fee plus $10 per dde, concession or generator
! Itigation Machine: $65 fot center pivot plus $10 pet tower of drive motor
n Technical Service: 965 per hour
tr Plan Checlc 965 per hour
D Requested Inspection: 965
]L1trg Space - space within a dwelling unit intended for human habitation which may reasonably be urilizsd for sleeping, eating, cooking,
bathing, washing, recteadon, and sanitation pufposes. An unfinished basement is considered part of the living space.
Signature of Licensed Contractor License number & exp. date Date
Buil g Sofety Depqrtmenl
City of Rexburg
Phone: 208.372.2326
Fox:208.359.3022
SUBCONTRACTOR LIST
oIj
RAXBURG(\',
t\ n rc i ut\ Fami $' Co nn rutri ty35N I"fE
Rexburg, lD 83440 www.rexburg.org
Excavadon & Eartlwork:
Concrete:
Masonry:
Roofing:
Insulation:
D
Painting:
Floot
Coverings:
Plumbing:
Heating:
Electrical:
Special Construction
(Manufacturer or Supplier)
RoofT
Floor/CeilingJoists:
Siding/Extedor Trim:
Other:
E,XE,MPTIONS F'ROM STATtr, RE,GISTRATION
As ofJanuzn 1,2006,the City of Rexburg can no longer sell permits without having a copy of your Statetegistation numbet or yorr exemption from the State regisftation. Please send a .opy
"f y"* state registration orfill out this form showing your exemption and send it with your license renewal or your next permit apl[cation.
(fhis list is a summarization of Idaho Code Title 54 Chapter 5205, for firll definitions of these exemprions pleasesee the State's website at www.ibol.idaho.gov/cont.htm)
tr currently State licensed pursuant to Title 54 Idaho code, chapters:
3 Architects,
1 0 Electrical Contractors/Joumeyman,
1 2 Engineers/Suweyots,
19 Public \Wotks Contractors (exempt ftom fee only registration required),
26 Plumbing/Plumbers,
45 Public Works Construction Management Licensing Act (exempt from fee only regisuation required), or50 Installation of heating, ven :lation znd ut conditioning systems
tr Employee or volunteet of a licensed contractor or part olan educational curiculum or nonptofit chadtable
activity urith no wages or salary
tr Employee of a US Govemment agency (State, City, County, or other municipaligr)
D Public Utitiry doing construction, maintenance, or development to its own business
tr Involved with gas, oil or mineral operadons
tr Supplier doing no installation or fabricating
tr conuacting a project or ptojects urith a total cost ress than $2000tr Operation of a fatm ot ranch ot collstruction of agricultute buildings exempt from Idaho Building CodeD Any type of water district operadons
tr Work in rural districts for frrc prevention purposes
u Owner who petfotms wotk on own ProPerty or contracts with a registered contractor to do work as long asthe property is not for resale within 12 months
E Owner ot lessee of commerciai property perfotming maintenance, repair, alteration or construction on thatpfopefty
tr Real estate licensee/property m^.'aget acting within Idaho code
tr E g"gog in the logging industry
tr Renter working-on the property where they live vrith the property owners approval
f] Construction of a building used for industrial chemical proceising per Idaho Codetr Construction of a modular building (defined by Idaho Code) to be moved out of state
I hereby cettify that the above information is true and corect to the best of my knowledge.
Signature Date
Pdnt Name
10
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Receipt #: 2371
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il. iiil 3't 1 Jefferson Dr. - SFR
311 Jefferson Drive
lditional InsPection
Please contact the Building Department at
fjsa)glz-2g4| Ior further questions about this
receipt
EXBURG
24 Hour Notice for insPections
Call insPection hotline at
(2081372-2344
***credit card payments are accepted, but are subject to a 3% convenience fee on payment amounts over $500***
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'ity
Date: 0511312014
Receipt #: 1887
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311 Jefferson Dr. - SFR
2822010
2534620
2832213
2035500
2832212
3835500
2832220
2832214
0735500
3534730
3335500
3434630
2832211
Pennil #; t14's9171
Permit Type it B-l.D-sFR
BPD
\AA4TPRT
ELP
FIFDV
MP
PKIFDV
BLPC
PLBPT
PIF
\ M/CCON
SIF
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-500.00
317.00
260.00
234.00
260.00
888.00
189.49
260.00
127.00
't,419.00
1,024.00
1,860.00;1,894.8FVR-WATER
VB-BLDPERM
Water
Building Permit - VB Anycode material
311 Jefferson Drive
Please contact the Building Department at
t/.oilitz-2s41 for further questions about this
receiPt
24 Hour Notice for insPections CITY OF REXBURG
Call insPection hotline at
(2081372-2344
***Credit card paymenrs are accepted, but are subject to a 3% convenience fee on payment amounts over $500***
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Date: 0510612014
Receipt #: 1858
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31 l .Jeffgrso-n.o1, - Sf R
3'tl Jefferson Drive
Pprmit #; 14-0017'[:
Permit Type:: BLD-sFR
Please contact the Building Department at
(208)372-2341 for further questions about this
receipt
MAy T ?014
CITY OF REXBURG
24 Hour Notice for inspections
Call inspection hotline at
(2081372-2344
***Credit card payments are accepted, but are subject to a 3o/o convenience fee on payment amounts over g5gg***
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CITY OF
REXBURG
Nr----
America\ Family CommunitY
Address Assignment Form
I Amanda
, ^ rli'l l
,Kl" Bonnie ! Addressing Committee I Natalie
Applicant Details
Appricant Name: ,l S m (rry ,rln, ,*|t/yt o*., P, ^q, '4
Propetty Details
Address:
New Address
Additional Information
P-fua"u cctatQt't fr-rv cnbl'wo' A 'i\a uatlltz- J*$
r dt laq)
6.2.4 City Code. No approval granted by the Architectural Committee or the
Homeowner's Association in the adminisnation of these design standards
shall ovenide, supersede or negate any provision of the codes and
Ordinances of the City of Rexburg.
62.5 Variances. The Architectural Committee has the authority to grant
variances to these design standards in accordance with the Master
Declaration.
62.6 Signage Restrictions. Only Architiectural Committee designated
marketing company signage is allowed. All other signage must be
approved prior to placement inoluding builder sigrs.
6.3 Submission
6.3.1. Prior to the commencement of any constnrction, plans, elevations, and a
site plan must be approved by the Architectural Committee. To obtsin
such approval, Owners must submit to the Architectural Committee a set
of plans including floor plan, elevations of the house as viewed from the
sheet (including side sfieet for corner lots) and a site plan. Plans not
selected from the plans provided by the preferred builders, or substantially
modified from such plan, must submit a $300 plan review fee.
632 The Architectural Committee shall review and render a decision on the
plans within thirty (30) days of the submiual of a complete set of plans.
633 Plans will be held until ttrirty (30) days following completion of the
construction.
6.4 Site Design Guidelines
The following guidelines are intended to create standards for the development
of each individual home site in order to maintain consistent integrity
throughout Founders Square and ensure that certain qualities are maintained
6.4.1 Building Setbacks
Building setbacks shall be as follows:
6.4.L.1 Washington Boulevard. Front (steet)-15,-0,,min. and
20'-4" max., Side- 5'-0", Reaf,-15,-0". Garages shall be
setback a minimum of thirty (30) feet unless reduced pursuant
to subsection 6.11.3.4, below.
6.4.1,2 Corner lots (roads on 2 sides). All street sides - 10,- 0.
min. and 20'- 0" max., Side - 5,- 0'. Corner los shall have
two (2) front setbasks and trvo (2) side setbacks.
6.4.L.3 All other lots. Front (stneet) - l0'- 0"min. and 20'- 0-
max., Side- 5'- 0", Rear- l5'- 0".
DECX-ARAfiON OF COVENANTS, COI.IDITIONS AND RESTRICTIONS FOR FOUNDERS SQUARE
17
6.4.1.4 Lots without Lendscepe strip, Despite the tont yard
setbacks establislred &bove, au building shall be setback a
minimr.un of twenty-five (25) foet on lots if no landscape stip
is provided along the lot fr,ontage.
6.4-15 Meesurement setbrcks shflll b€ measured firom thcptoperty linp to the foundation wall.
6.4.1.6 Strncturcr in setbrct$ All sttrctrnes taller than thirtv
(30) inches, not exemptod in subsection 6.4.2.1, below, shail
comply with the setbacks.
5.42 Encrorchmen8 on sctbrc*s
6..42.1 Architectural features such as eaves, ste,ps, cornioes and
chimneys may encroach into thc setbacks'p to eighte€n (rg)
inches. Patios at grade, built up gardens and flower beds and
other vegetation as well as driveways are allonrcd to encroachinto the setbacks establistred above but can not be placed
outside oftlre property line limits.
6.422 Drivennays and vehicular queuing shall not be closer than 2'{'
fron any house.
&422.1 Should shared driveways be ernployd between
two (2) building lots, the driveway shall be no less .lon
l0'0" in width and directly c€nterd on the property
line of the two (2) building lots. Building ietUacfs
fiom the edge of the drive way easemeot that would be
creatod sltall be 5'-0" minimum.
6.43 Buildins Sitc Plrcement
6.43.f Pheement location of each residence as they relate to thesheet, sidewalk and ncighboring sfiucttnes is cnrcial. proper
relationships to all neighboring components will enstne that atransition frora public spac€s (sidcwalks and roadways), semi-public spac€s (warks to front door, fiont yards md gardens,
side yads and common fences) to private outoooi areas(covered &ont porches, frront doors, bock yards) are respectod.
6".43.2 Accesorx structnrw. Accessory storage stnrctures andgarages shall be organized and placed on site along with tberesidence in order ro provide a positive outdoor spatialrelationship and hanrrony so as to take advantage oi *,,ospaces, shade spac€s sheetscape, social md priv*e spaces, etc.
DECLARATION OF CoVENANTS' CONDITIONS AND RISTRICITONS FORFOTJNDERS SeUARE
l8
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SEBUFIG
JSM Spec Home
2nd Level Floor Beam
Member Data
Description:
Standard Load:
Live Load: 53 PLF
Dead Load: 20 pLF
Member Type: Beam
Top Lateral Bracing: Contrnuous
Bottom Lateral Bracing: ContinuousMoisture Condition: Drv
Deflection Criteria: L/360 live, L1240 IotalDeck Connection: NailedFilename: 2FB 17.B
Application: Floor
Building Code: IBC/lRC
MemberWeight: 15.6 pLF
Other Loads
Type
(Description)
Point (LBS)
Point (LBS)
Begin
9' 8.00"
13'8.00'
13' 8.00'
Min
Required
1.500"
1.635"
Gravity Gravity
Reaction Uplift2347#
5364# --
Maximum Load Case Reactions
Used forapplying point toads (or line loads)to €rrying membeELive Dead1 1608# 739#
Design spans
17' 0.750"
Loading
Total Load D+L
Total Load D+L
Total Load D+L
Total Load D+L
Product: 2.0 Rigidlam LVL 1-3t4x11-Ttg 3
Connect members with 2 ror^/s of 16d common nails at 12.0,.ocNOTE: Nails must be applied from both sidesDesign assumes continuous lateral bracing along the top chord.Design assumes continuous lateral bracin! afond ine iottom chord.
PASSES DESIGN CHECKS
Control: LL Deflection
DOLs: Live=100% Snow=1 1 S% Roof=12}o/o Wind=160%Design assumes a repetitive member use increase in OenOing srress:
sEEg Ail producr nam6 are tEdemarks of theh rEpective ownere
@.-?\:__-.
* .#t?**.{ Copyrbht (c) 2013 by Simpsn Strcng-Tje company Inc. ALL RIGHTS RESERVED
-;r1.;r^ REScfieck Software Version q,A.,4
fd} Comptiance Ceftificate
r *t
,^{d'Y4n
Project
Energy Code:
Location:
Construction Type:
Project Type:
Conditioned Floor Area:
Glazing Area
Heating Degree Days:
Climate Zone:
Permit Date:
Construction Site;
Sunrise Drive
83440
Watson Home
2009 tEcc
Rexburg, ldaho
Single-famity
New Construction
2,20,0 ttz
7Yo
8693
6
Z9lMayl2OL3
Owner/Agent:
Jonathan McMullin
JSM Construction.inc
3944 S 2000 w
Rexburg, lD 83440
208-569-2!47
Designer/Contractor:
Compliance: 16.7910 BEtter Than Code Maximum UA: 24O your UA: 2OOThe % Better or worse Than code Index reflects how close to compllance the house is based on code trade-off rules.It DOEs NoT provide an estimate ot energy use o;;;;i;;t;tii;u to a minimum-code home.
Fnvelope Assemblies
Ceiling L: Flat Ceiling or Scissor Truss
Ceiling 2: Flat Ceiling or Scissor Truss
Wall L: Wood Frame, 16" o.c.
Window 1: Vinyl Frame, Double pane with Low_E
Wall 2: Wood Frame, 16,'o.c.
Window 2: Vinyl Frame:Double pane with Low-E
Door 3r Solid
Floor 3: All-Wood JoisVTruss:Over Unconditioned Space
1,066
300
1,L84
96
1,168
7L
36
300
38.0
30.0
22.O
22.O
38.0
0.0
0.0
6.0
0.0
0.0
32
1-1
44
0.320 31
59
0.035 2
0.350 L3
8
?:trfr,:?{,::,:l?r#,e;11l[",f:"f:.*g l:,]9,:q,9:,,gl o-"_1c1tb_gd,l"lg.p consistent with the buirdins prans,i?'filX1?T#m,f;i*,:lt.g".:Xll**ni,.;j,*j**li*ig,:ry,ri$:_*qii'J_ljiffifilXrHiRTlitS.,p€S,i:l?,ilH""",ll".'"REScheck Version 4.4.4 and to cbmpiv ;hi'i;;';;;o.t5rv I"qit#liilli,'JfrJ,i lnspection Checklist
Project Notes:
Project Title: Watson Home
Data filename: example.rck Report date: 05/2911
Page 1 of g
.,e\#8 REScheck $oftur&re \fension 4.4.4
f,'v} Compfiance Ceftificate
Project
Energy Code:
Location:
{
^ *f1t "
il\I''t1 67
4ilr
Construction Type:
Project Type:
Conditioned Floor Area:
Glazing Area
Heating Degree Days:
Climate Zone:
Permit Date:
Construction Site:
Sunrise Drive
43440
Watson Home
2009 tEcc
Rexburg, ldaho
Single-famity
New Construction
2,2AO ftz
7o/o
8693
6
29lMayl2OL3
Owner/Agent:
Jonathan McMullin
JSM Construction.inc
3944 S 2000 w
Rexburg, lD 83440
208-569-2L47
Designer/Contractor:
Conrpliance: t6.7yo B€tterThan Code '"ffi
The o/o Better or wotse Than code Index reflects how close to compliance the house is based on code trade.off rules.It DoEs Nor provide an estimate of energy ;;Jil;;i;;l;fie to a minimum_code home.
Invelope Assembf ies
Ceiling 1: Flat Ceiling or Scissor Truss
Ceiling 2: Flat Ceiling or Scissor Truss
Wall 1: Wood Frame, 16,'o.c.
Window 1: Vinyl Frame, Double pane with Low_E
Wall 2: Wood Frame, 16,'o.c.
Window 2: Vinyl Frame:Double pane with Low_E
Door 3: Solid
Floor 3: All-Wood Joist/Truss:Over Unconditioned Space
1,066
300
1.184
96
1,168
7t
36
300
38.0
30.o
22.O
22.O
38.0
o.o 32
o'o 1l-
6.0 44
0.320 31
o.o 59
0.035 2
0.350 13
o.o 8
gtr:i,ffi::11r,i,lfl.""?1il",f,j"f"".,;fl ::,jig?,::r,fLo:..,^.jgl1?:li:::"lrl,jenr w.irh.rhe buirdins prans, specificarions, and other;?[:l*?T#l#'X:LTn'litsillf fiffi,.tri""^ir'" p=i"piili::1*tt,l:i:;i:it'ildi:l!JXi"xfhTfffi:'I'sa''':??,lilJ"'[%REScheck Version 4.4.4 and to .b.piv wliilil';;#;t5ry ffiil#'#ll'r,!ffJ,i Scheck tnspection Checklist.
Project Notes:
Project Title: Watson Home
Data filename: example.rck Report daft: AS/29/l
Page 1 of B
Flelirelr" -ihiplist TE DATE ORDER #
DA-tE04t13t13 *AGE..:
J0438-1 3
Snoke River Truss
& Componenls LLC***esl.#ffi%ry_
CUSTOMER ACCT #
JOB NAME:JSM Spec.
MODEL:
LOT # SUBDIV:
JOB CATEGORY: Residential
DELIVERY INSTRUCTIONS:
OVERHANG INFT HEEL HEIGHT 2x4 REQ. LAYOUTS REQ. ENGINEERING QUOTE
IE
UUN/A END CUT RETURN NONE NONE LAYOUTSQUAREGABLE STUDS 24 rN. OC CUTTING
ROOF TRUSSES LoADTNG
INFORMATION
TcLL-TCDL.BcLL-BoDL I srREss lNcR.ROOF TRUSS SPACTNG:24.0 tN. O.C. (Typ.)35.0-8.0-).0-8.0 1
PROFILE QTY Pl'r-cH TYPE
ID
BASE
SPAN
otA
SPAN LIJMBFF OVERHANG CANTILEVER STUBPLYTOPBOT
,-G*
TOP BOT RIGHT IFFI RIGHT LEFT RIGHT
6.00 0.0(
Special Truss
A1 1 8-05-08 1 8-05-082Xt 2X4 l1 -06-00
,-'rlT|l*6.00 0.0c \,A6LE
A1G 1 8-05-08 1 8-05-08 2X42X4 01-06-00
"K-x 1 6.00 0.0(
Special Truss
A2 1 7-06-00 1 7-06-00 2X,2X401 -06-00
z-A\1 6.00 0.0(
GABLE
81G 07-06-00 07-06-00 2X4 2X401 -06-00 01 -06-00
1
2P\O.UL 0.0(
UADLE
20-06-00 20-06-002X4 2X601 -06-00_4I:LI4IAE,
I 6.00 0.0(
COMMON
n4 34-00-00 34-00-002X42X4 01 -06-00 0 1 -06-00
/fllTilnh-6.00 0.0(
GABLE
34-00-00 34-00-00 2X4 2X4 l1 -06-00 01 -06-00-\
10 6.00 0.0(
COMMON
D2 33-09-00 33-09-002X42X4 1 -06-00
h*1 6.00 0.0c
9ADLE
33-09-00 33-09-002X42X401 -06-00
4 6 6.00 0.0(
Monopitch
M1 06-00-00 06-c0-00 2Xz 2X401 -06-00
4 1 O.UL 0.0(
GABLE
MlG 06-00-00 06-00-002Xt 2X401 -06-00
A 4 6.0c 0.0c
Monopitch
M2 04-00-00 04-00-002X4 2X4 01-06-00
ITEMS
Qry ITEM TYPE SIZE LENGTH
FT-tN-16 PART NUMBER NOTES
Hanoer HU526
THE ABOVE LISTED TTEMS HAVE BEEN RECEIVED IN GOOD
RECEIVED BY:
coNDrTloN. (EXCEPTTONS NOTED)
DATE
THANK YOU FOR YOUR BUSINESS.
:IwBgMliT€k.
MiTek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heights, CA, 95610
Telephone 91 6/676-1900
Fax 91 6i676-1 909Re: J0438-13
Sunroc/JSMSpec./4- I 3/JR(ID)R
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Trussworks, lnc ' '
Pages or sheets covered by this seal: R36255844 thru R36255855
My license renewal date for the state of Idaho is August 3I,2013.
Idaho COA: 853
Lumber design values are in accordance with ANSyTPI I section 6.3
These truss designs rely on lumber values established by others'
The seal on these drawings indicate acceptance of professional engineering responsibilitysolely for the
truss components shown.- The suitabiliryand use of this component for any particular building is the
responsibility of the building designer, perANSI/TPI l.
ffif*'*'u"X
Tingey, Palmer
,ob
,0438-13
fruss
A1
Trussrype
Spejal Truss
Qtv
1 1
SunrocrJSMSps./4-1 3/JR(tD)R
R36255844
Ioh RFfarah.a r^^ri^n.l\
250 s Aug 25 2011 MiTek Industries, Inc. Sat Apr 13 14:U:49 2O1g 1lD:xOx3ZBPUiwgRsuGPQ_v.l4kzv5wa-T27ipkH\ /bq4Ss2SFoL6nTOOvsFbJLATF9_DmNSzR-3tL
+1r10
LIMITED ACCESS STORAGE LOAD NOT CONSIDEREDFOR TRUSSES tN TH|S JOB (20 pSF - 24"W X 42"H1
SPACING 2-0-0
Plates Increase 1.15
Lumberlncrease 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) Udefl Ltd
Vert(LL) -0.11 2-7 >999 360
Vert(TL) -0.26 2-7 >840 24O
HorzCfL) 0.04 6 nta nta
Wind(LL) 0.03 6-7 >999 Z4O
LOADING (pso
TCLL 35.O
TCDL 8.0
BCLL O,O
BCDL 8.0
LUMBER
TOP CHORD 2 X 4 DF No.l&Btror DF 18OOF 1.6E
BOTCHORD 2 X 4 DF No.1&Btror DF 1800F 1.6E
WEBS 2X4DFStud/Std
REAGTIONS (lb/size) 6=915/G5-8 (min. 0-1-8), 2=1076/0-3.8 (min. O-1_B)
Max Horz2=70(LC 8)
Max Uptift6=-54(Lc 9), 2=_1 0a(Lc 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-1 558/166, 3-8=-147it1g2, 3-s=j11 41 t125, 4-9=-1 OS4/1 36. 4-1O=_1054t149.
5-'l o=-'t 1 431132, $1 1=-'t 442/ 1 92, 6-1,1 =-1 S4St1 g4
BOT CHORD 2-7=-121h305. 6-7=-120t1314
\,EBS 4-7=-24t561,5-7=-458t112.3-7=444h\s
NOTES
BRACING
TOP CHORD Structural wood sheathing direcfly apptied or 4-&1 .l oc purlins.BOT CHORD Rigid ceiling direcily applied or.lG.O-O oc bracing.
PLATES GRIP
MT20 220t195
Weight: 75 lb FI = Oo
MiTek recommends that Stabilizers and required crcss bracing
be installed during truss erection, in accordance with Stabilizer
'I ) Unbalanced roof live loads have been considered for this desion
2) \Mnd: ASCE 7-05; g0mph; TCDL=4.2psf; BCDL=4.2psf; h=25i; B=4Sft; L=24ft; eave=4ft; Cat. tt; Exp B; enctosed; MWFRS (atlheights) and C-C Exterior(2) -'l-6.,|3 to 1-5-3, Interior(1) 1-5-3 to 9-2-12, Exterior(2) 9-2-12to 12-2-12 zone; cantitever tett ana rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 Dlaltegrip DOL=1.60
3) This truss has been designed tor a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) This truss is designed in accordance with the 2oog lnternalionat Residential Code sectioni R502.11 .1 and RBo2. l0.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
'%. J*koo 'c
April 15,2013
$r.*aulre 'vfflfild&igttpwft&ffisri,ti!:{n&$f!i{o}*x}:j$"6A!iltidgtrjuz,l}&ficy,xp;:iF;l?.Ntj,tt?a,t&N{I-74 o*rrru*,*,o"
?:tl,l^"-:1,9. f:.,Y1:,-.1!:11YI-",1 "911..t6. This desisn i5 bosed onv upon poromeleB shown. ond is for on individuot buitdins componenr.APpilcooillry oI desEn poEmeleB ond proper incorpdolion of component is retponribility of building designer - not lruss design;r. Brocing shownis forloterolsupport of individuolwebhembe6 only...Additionol lempoory b-rccing-to insue rl"uinry-arri"i consirJction f rnJresponstbili of theerector AddiiiorclFmonentbrocing-of lheoverollshuclueis,heiesposibility&hebuildingaeiigneridgeneiotguiaonceiegoraingi
Jotticot'an, quslity conlrol. sloroge, delivery, ererlion ond brocing, consuti lt'tst/rtr euor*i crttcio, osg-a:9 ona gEsr aunalng d"-f"-n.ntsotelylntormollon ovoiloblefromTru$plolelnslilule,TSlN.LeesJreelsuite3t2,Alexonddo,vl22314,!f SdLthas Fin€ {S.p} lufil:+r is }F.€ifi€"j, lirs .!e*An @j*5r #E. th.i€ 'tte;iee .6r A: l:.?r..: |:{ "gf 'g
r|;-"ffifrtMiTek"
7777 Greenback Lane. Suite .109
Cilrus Heights, CA 956'10
Job .
J0438-13
fruss Truss Type otv
'l 1
Sunroc/JsMSpec/4-1 3/JR( tD)R
R3625584{
Job Reference tonlion.l\
7.25O s Aug25 2011 MiTek Industries. tnc.Sat Apr 13 14:54:50 2O13 PagelD:xox3zBPUiwgRsuGPQ-v.r4kzV5wa-pRFSqpJmTst<AsMrewmgFypTFv2NgpTsydritRzzR&J
92-12
| 's Y= 's I
6
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl Ud
Vert(LL) 0.00 1 nh 120
Vert(TL) -0.00 1 ntr 12O
HorzOL) 0.00 10 nta nta
LOADING (pso
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2X 4 DF No.1&Btr or DF 18OOF 1.6EBOT CHORD 2X 4 DF No.'l&Btror DF 18OOF 1.6E
OTHERS 2X4DFStud/Std
REACTIONS All bearings 18-S.g
(lb) - Max Hotz 2=70(LC 8)
PLATES GRIP
Mr20 2201195
Weighr 81 lb FT = 0%
Max Uplift Ail uplift l00 tb ortess atjoint(s) 2, j5, 16, 17, 13, 12. 11
Max Grav All reactions 250 lb orless at.ioint(s) 10, 14, 15, 16,19,12 except 2=321(LC 1'),17=272(LC 13),1 1 =337(LC 1a)
FORCES (lb)-Max.Comp./Max.Ten.-Allforces2bO(lb)orlessexceDtwhenshown.
WEBS 9-11=-2601150
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wnd: ASCE 7-05;90mph; TCDL=4.2psf; BCDL=4.2psf; h=25fl; B=45ft; L=24ft; eave=2fl; Cat. il; Exp B; enctosed; MWFRS (atlheights)andc-ccomer(3)-1-6-13to1-5-3,Enerior(2)1-5-3to9-2-12,corne(3)9-2-12to 12-2-lizonelcantiteverteftandrightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions showni Lumber DoL=1.60 pLtegrip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard lndustry
.. Gable End Detairs as appricabre, or consurt quarified buirding designer as perANstrrpt i-2002.4) All plates are 2x4 MT20 unless otheMise indicated.
5) Gable requires continuous bottom chord bearino.
6) Gable studs spaced at 2-O-O oc.
7) This truss has been designed for a I o.o psf bottom chord live load nonconcurrent with any other live loads.8) This truss is designed in accordance with the 2oo9 Intemational Residential code sections R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
Structural wood sheathing direc0y applied or 6-0-0 oc purlins
Rigid ceiling directly applied or 1 O-O-O oc bracino.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizei
BRACING
TOP CHORD
BOT CHORD
4,V" !,.</.4W*,ryoF 9)
g.- J
April15,2013
4 ,".---*.^^,A Btr{nlflu' veft;:! .t#,gn pffieetw crd,tli** &t}?Es oI{ r$18 i}49 twt IE}pl, Jl,Ilffiif j?.t}l.p.iar,}eyJ y,&*t; ffirv{.ft Bgpot?it lLsa.Design volid foruse onv wilh MiTek connecfqs. Thb des'rgn G bGed onv upon pdomeleA shdn, ond is foron hdividuol building componenl.l7j/E[?11'Jl#"J,::'J.,3;"Jff"T*Bfffi*'""Jfli]5"*::,',::trr.':::.,::rll,r.j:il-*g**i::;;;:;itu;;;;;b;&. il;;;;;-^LiJ;r"L;;;;;;ffi;il;il;';!'#il;"i:X;Ji'#J'il8:H';f.',rui:",,1',H',?"'Jfiiliffi5:T;ffi:Hf,:;':"K"::ffii:i:1il:
ereton Addiliorcl pemonenl bccing"ot lhe oveiollshuclure is tn"i"tpo.tiuit;ty.Jfir,e_o-rirai.g a.tig^.i.i--gui!r-"t guidonce regordingfobricoiion, quolilv control, sldoge, delivery, €eclion ond btrocing, cd:u[ -ANstrpn elotd crite;to, DsB-8"9 o;d-8cst Suitding componenls_ojctylnlormollon ovoilobtehomTrusspioletrotitute,TSlN.Leesireel,suile3t2,Alexondrio,vA22314.rf 5iu!tr.:r* Fin€{st] ihh{r Lrr€€ifr€d, rha desitn m** tii.iirr* iF.iniiv? oe,lc:ilo:.l r.vir:[sc- "
r;:i'w&frtvtrlMiTak"
77Zt Greonback Lrne, Suite 109Citrus Heights, CA, 95610
JOO
JO438-13
Iruss
c2
Truss Type
Special Truss
0tv
1
Sunroc#SMSpec./4-1 3JR(lD)R
R36255846
lob Fs&ldaho Falls, lD 83401 7.2fi Aug252O11 MiTek Industries. lnc. Sat Aor 13s Aug zc zul I Ml I eK Industtes, Inc. sat Apr 1 3 1 4:54:51 2013 p aae 1
, -;i*rf, | 11$13 I e2ji lD:x:x3zBPuiwsR1lgP44kzv5wa-tdprluoursljvvtqursu5loPYsdkY\ EisyRezezistr
SPACING 2-O-O
Plales lncrease 1.15
Lumber Increase 'l .15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) t/defl Ltd
Vert(LL) -0.12 2-A >999 360
Vert(TL) -0.29 2-8 >713 24O
Hou Cf-L) 0.03 7 nla nta
Wnd(LL) O.O2 2-8 >999 24O
LOADING (psD
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2 X 4 DF No.1 &Btr or DF 1 800F 1 .6E
BOT CHORD 2 X 4 DF No.1&Btror DF 1800F 1.6E
WEBS 2 X4 DF Stud/Std *Exceot*
6-7:2X6DFSS
REACTIONS (l6lsize) 2=102810-18 (min. 0-1 -8), 7=966/Mechanical
Max Horz2=80(LC 8)
BRACING
TOP CHORD Structural wood sheathing direcfly apptied or 5-O.12 oc purllns, except
end verticals.
BOT CHORD Rigid ceiting directty apptied or 1O.O-O oc bracing.
MiTek reommends that Stabilizers and required cross bracingbe inslalled during truss erection, in accordance with Stabilizer
PLATES GRIP
MT20 220,t195
Weight: 78 lb FT = oyo
Max Uplift2=-101(LC 9), 7=-5j(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown.TOP CHORD 2-9=-1 447 t157,3-9--1 363/1 73, 3-1}=-102st117 , +11=-973,t128.4-1 1 =-943/i 39.5-'l1=-1O24t127 , 5-12=-307 t4S, 6-12=-41 9/33, 6-7=_31 3/65
BOT CHORD 2-A=-139h2o8, 7-8=-117/1'}3s
WEBS 3-8=-4461108,4-8=-14t44O,5-8=-290188.5-7=-g74h34
NOTES
1 ) Unbalanced roof live loads have been considered for this desion-
2) !Mnd: ASCE 7-05; gomph; TCDL=4.zpstiBCDL.4.2psf; h=25i; B=45ft; L=24ft; eave=4fr; Cat. lt; Exp B; enctosed; MWFRS (all
heights) and C-C Exterior(2) J-&13 to 1-5-3, lnterior(1) 1-5-3 to 9-2-12, Erterior(z)9-2-'t2to12-2:12zoneicantiteverleft and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 pla-tegrip DOL=1.60
3) This truss has been designed for a 1O.O psf bottom chord live load nonconcurrenl with any other live loads.4) Refer to girder(s) for truss to truss connections.
5) This truss is designed in accordance with the 2oO9 International Residential Code sections RSO2.'l 1 .1 and R802.1 0.2 and referenceq
standard ANSI/TPI 1 ^
LOAD CASE(S) Standard
%"ry0r$
April'15,2013
;f r*rel9i*c -vu'i$1 d*ign pwenefm crrF-ii4clKl?y$ oi$ vgttfia;lii? tStcLtt*xu ffiTgx.lr*lrei?m
Design volid for6e only with Milek connectoB. Thb design is b6ed onv upon pqomeleB 5hiln ond i5 foron individuol building compoenf.Applbobility ot designpoEmete6 ond p.oper incorpqotion of component is iesponsibility of building designer- notiruss designel Brocing shownis forl'olsol supporl of individuolweb membe6 onv...Additiohollempoory bocirng to insue slobility-durinjconstruction is the responsibillity of lheerector'. Addilion€l pemoneni brocing-of the overoll slructse is the responsibiliiy ;f the ouildhg de-iignerio geneiol guidorce iegordir4ifohf,icolion, quolity conlrol, slqoge, delivery, erercl'Dn ond brocing, consult aNst/Ipn euotit Cdtc;q, DSE.8-9 ond BaSt Bultding dompo'oent
-Sofclylnlohollon dvoilobleJromTrussplotelnstilute,TSlN.l-eeSireet,Suile3lZ,Alexonddo,VA22314.it ft ut i 3fr prr e ls Fl tus ba r r ! rpEr riie*. tha d*eltn 8tiffi lre ttr. rE EtrE frya {2g}A!/tgil h{ AtiC
r.-i'ffifrf,MiTek"
772 GreenbackLane, Suite 109Cilrus Heights, CA, 95610
,.-w s nuy zr zv | | rvn I c^ ilrousmes, Inc. sat Apr 13 14:54:53 2013 page .l
lD:xO'3ZBPUiwgRsucpe_v44kzv5wa_q'xbSRLfeNitypl DbuiyA'imSGO5OUy_JGw)etzR-3tc
Job
J0438-13
S".k" R
fruss
l1G
fruss Type 0tv
1
Ssroc/JSMSpec./4-1 3/JR(tD)R
R3625584i
Job Reference lootional)250sAug25201't MiTek Industries, Inc. Satns tg
1S
SPAC|NG z-a-o
Plates Increase 1 .1 5
Lumber Increase 1 .1 5
Rep Stress Incr yES
Code lRC2009/TPt2Oo7
DEFL in (toc) t/defl UdVert(LL) -0.03 7 nh 12oVert(TL) -0.03 7 ntr 1ZOHozOL) 0.00 6 n/a nta
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2X4 DF No.1&Btror DF 18OOF 1.6EBOT CHORD 2X 4 DF No.1&Btror DF lBOOF 1.6EOTHERS 2X4DFStud/Std
PLATES GRIP
Mr2O 22Ot195
Weight:30 lb FT = 0016
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing direcfly apptied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 1 O-0-0 oc bracino.
MiTek recommends that Stabitizers and required "-"- O*Eilbe installed during truss erection, in accordance with Stabilizei
REACTIONS All bearlngs 7-6-0.
(lb) - Max Horz2=23(LC 8)
Max Uptift Ail uptifi 100 tb or less at joint(s) 2, 6, 10, I
MaxGrav AIreactions250tborlessatjoint(s)9,.t0,8except2=279(LC1),6=279(LC1)
FORCES (lb) - Max. Comp./Max. Ten. _ Ail forces 250 (lb) or tess excepr when shown.
NOTES
1) Unbalanced roof live toads have been considered for this desion,2) Wnd: ASCE 7-05; gOmph; TCDL=^4 2pst:_B-CDL=4 2psf; h=25i; B=4St;t=24ft; eave-2fli Cat. il; Exp B; enctosed; MWFRS (atlheights) and c-c corner(3) -1-6-13 to 1-5-3, Enerio;(2) 1-5-3 to 3-9-0, corner(31 ts-o to o-s-o,on"; canrirever refl and right exposed
fJlle;tical
lefl and right exposed;C-C for members and forces & M\r'y'FRS foi reactions shown; iumoer DOL=1.60 ptate grip
3) Truss designed forwind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see standard IndustryGable End Detairs as appticabre, or consurt quarified buirding designer as per ANSr/Tpr i-2002.4) Gable requires contjnuous bottom chord bearino.5) Gable studs spaced at 2-O-0 oc.
6) This truss has been designed for a 1 o.o psf bottom chord live loao nonconcunent with any other live toads.7) This truss is designed in accordance with the 2oog lnternational Residentiat cooe sections nsoz.i1.1 and R802.10.2 and referencedstandard ANSI/TP| 1.
LOAD CASE(S) Srandard
w3o^ .^*9€ on t9)
4 Y*ry . yffif!! ddigs pww*t*cri,t6d,!1 :Y(}?ttjs o*
l!:?:"";il", t;i$:flf.I}:i:.j^""TT:.lT:;llj:::ny ?::-i :ry upon por@eren shovn. ond is for on individ@r buirdins compsenr.APplicobililv of desisn poromele* ohd-ry:,3..n""rp"."i.-" -r .*p"lJit-'s reponsibitity or urirai^g d.r€; - ill;ffJ ::lflH"t;ffruT|.is for lolerol supporl of individwlweb membe- only. Additiool temioory orocino.to insure stobitityiurinj c-onsirJciion is 1,e ,esponsibiilify of ,heereclor' Additionol pemonenl brocing.of lhe oveioll structue is tt.I"idntiLutv
"rin. tuiraing ae'silner.?i-;en-eior guiaonce r.gordingtobricotion. quoliv controt. sto.@e. detivery, erection ond brocing, conluli
- --litst4rrr
Ouonfi crff.-jol oli-dionlicst rrlatng components.otetvfnro.motron ovolobbfro;Trusrpt"r6r"rriiurl.zdi rir"-"iiiJiJii"rrz.nr.rondio.vA223t4.:f s.uft ttu Pitselsp,1 hmi!+: ;i jt€{ti€.d.. rhr iteBig^ fitil€,,r€ th@E eiiHive E€1r}t]zrl.3 bV ALIC
Dri;mr3MiTek"
7777 G.eenback Lane, Suite 109Citrus Heighls, CA, 956j0
April 15,2013
Job
J0438-13
fruss fruss Type Qtv
2
Sunroc/JSMSpec./4-1 3/JR( tD)R
R3625584€
Job Reference foDtionelllD 83401 7.zfi Aug252011 MiTek lndustries. lnc. SatADr i3r.zw s Aug zc zu | | Mt I eK nousrtes, |nc. Sat Apr 13 14..54l.SS 2013 page 1
, -1f.g | ?n{ I 63{ | 10_"j lD:xox3zBPUilwls^UGPQ-v44kzv5wa-mo2LtTMvy'JTBTBbjJkQFtByD3tzuANHmape6BzR3tE
1s 2-a €o ' 444 , 4n{- 4fr 2ff
F * Trr"* |
5
SPACTNG 1-O-O
Plates Increase 1.15
Lumber lncrease 1.15
Rep Stress lncr NO
Code lRC2009/TPl2007
DEFL in (toc) udefl LId
Vert(LL) -0.25 1O-'t1 >977 360
Vert(TL) -O.41 1G.11 >580 240
Horz(TL) 0.11 I nta nta
Wnd(LL) 0.08 10-11 >999 240
LOADING (ps0
TCLL 35.0
TCDL 8.O
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
REACTIONS
FORCES (tb)
TOP CHORD
BOT CHORD
WEBS
NOTES
PLATES GRIP
MT20 220t195
MT18HS 220.t195
Weight: 258 lb FT = 0olo
2 X 4 DF No.1&Btror DF 1800F 1.6E
2X 6 AF 2400F z.OE
2 X 4 DF Studistd *Except*
5-11:2X4 DF No.1&Btror DF 1800F 1.6E
2X4DFStud/Std
(lb/size) 8=9787/0-$8 (min. 0-4-14), 2=B299tO-5-8 (min. O-4-2)Max Hoz2=38(LC 6)
Max Upf ift8=-605(LC 7), 2=-$a(LC 7,
- Max. Comp/Max. Ten. - All forces 250 (lb) or less except when shown
Structural wood sheathing direcfly applied or 2-tg oc purlins
Rigid ceiling directly applied or 10-O-O oc bracing.
BRACING
TOP CHORD
BOT CHORD
2-3=-161621950,U=-14o6st875,4-5=-10i58/649,5-6=-10158/649.6-7=-14O3ot876.
7-8=-15944t986
2-13=-456n 4203, 13-24=-856t1 4203, 1 2-24=-g'6t't 4203, 1 2-25=-7 57 t12573.
11-25=-757112573, 11 -26=-7 57t12541, 10-26=-757t12541 , 1O27=-g61t14O.tS.9-27 =-Ail n 4U 5, &9=-861/1 401 5
5-11 =-54418832, 6-1 1=-4389/286, 6-1O=-246t4?21, 7 -'lO=-1543t1O7, 7-9=_99/1 646,4-1 1=-4431 /285, +1 2=-24414259, 3-12=-1705t 107. 3-13=-1 O7l1 8Os
1) 2-ply truss to be connected together with 1Od (0.131,'x3,') nalts as follows:
Top chords @nnected as follows: 2 X 4 - 1 row atO-4-O oc.
Boftom chords connected as follows: 2 X 6 - 2 rows at O-5-O oc.
Webs connected as follows:2 X 4 - 1 row at O-9-O oc.
2) All loads are considered equally. applied to atl plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. ply to
- piy connections have been provided to distribute only loads noted as (F) or (B), unless otheruise indicated.3) Unbalanced roof live loads have been consideied for this desion.4) \Mnd: ASCE 7-05; gomph; TCDL=4.2psf; BCDL=4.2psf; h=25i: B=45fl; L=24tti eave=4tticat. il; Exp B; enctosed; MWFRS (all
heights); cantilever left and right exposed ; end vertical leff and right exposed; Lumber DOL=I .60 plate grip DOL=1.605) Truss designed for wind toads in the plane of the truss only. For sluds exposed to wind (normat to the fici), see Standard IndustryGable End oetails as applicable, or consult quatified building designer as per ANSt/Tpl 1-2002.6) All plates are MT20 plates unless othendise indicated.
7) All plates are 2x4 MT20 unless otherwise indicated.
8) Gable studs soaced at 2-0-0 oc.
9) This truss has been designed for a 1o.O psf bottom chord live load nonconcunent with any other live loads.1o) This truss is designed in accordance wilh the 2oog International Residential Code sections R502.1 1.1 and R802.10.2 andreferenced standard ANSUTpt l.
1'l) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1699 lb down and 105 lb up at2-0-12. 1699 lb down and 105 lb up at 4-0-12, 1699 lb down and 105 lb up at Go-12, 1699 tb down and iOS tb up at &o-i2, i699 tbdownand105 lbupat10'0-12,1699 lbdownand105tbupat12-0-12,1699 lbdownand105tbupat.14-o12,i699tbdownano105 lb up at '16-0-12, and 1699 lb down and 105 lb up at 18-o-12, and 1699 lb down and 1os lb up at 20-3-4onbottom chord. The
ContdfuSA$ffiilZ of such connection device(s) is the responsibitity of others.
*b "*,f
'O \{t a.V{A$r#,
April15,20'13
\ K.ef*rr?rxl 'Vdv]fu deyi?& pffift{r''ats drd,tli.tli.i()fii{ $$ l?lJ*^{}m ttrU, tta&, M'{yX. p.FJ.F:tAttNEt'a##W!-Z4irJ BIiro&S idqitDesign volid fquse only wilh Milek conrecloE- thi5 desigh is bosed onv upon pdomeleE rhown, ond L for on hdivid@lbuilding componenl,ilt;"
IYIIIMiTek.
7777 Greenback Lane, Suite 109Cilrus Heighls. CA, 95610
Applicobility of design porometen ond props ircorpqolion of componenl is relponsb;tiiy of building desig;er - rctirus desEnlr. Brocing shownis forlolsolsupporl of individuolweb membeB dV...Additiool tempoory brocing to hture stooiiirviurinj cLnsirucitn r tne-resporoiuirr[y oitneereclor.- Addiiionol pemonenl b@cing.of lhe overollstuclure is the;esponsibiliiy ; Jhe oriiang ae'slg;i.?or genli;r guiaorce iegoroing;j!!ll?l1T_alt :onirol.,stdoge_. delivery, ererl'pn ond brocins, coniull lustTrrtr Orottt! Cneiiq, oSr-e1oia BcSr Bufldtns .ompo-nent)oreryrnlorndbn ovoilobrefromTrussploternstiiute,TSlN.Leeskeet,suite312,Alexondrio,vA22314.lis.urh1ft ?in€{Sp} tumb+n ir jlr€n iti€4., ltF d+rigr miuar *c tha# e*.i*ie pgi*:l:*:.s by.a"U{
Job
J043&'13
fruss :russ Type
;ABLE
Qtv
2
sunroc/JSMSpc./4-13lJR(lO)R rc625584€
Truss & ComDonents. ldaho Falls. lD 83401 7.250 Aug252011 MiTek lndustries, Inc. Sat Apr 13 14;54:55 2o13 Pagea
lD:xOX3ZBPUiwgRsuGPQ-v44kzvswafl02LtTMvyJTBTBbjJkOFtByD3tZUANHmaPe6BzR3tE
LOAD CASE(S) Standard
1) Regular: Lumber lncrease=l.l5, Plate Inctease=l.15
Uniform Loads (Plf)
Verl: 1-5=43. 5-8--43, 2-8:8
Concentrated Loads (lb)
Verr:8=-169e(B) 11=-1699(8) 1o=-1699(B) 9=-1699(B) 12=-1699(8) 13=-1699(B) 24=-1699(B) 2s=-1699(8) 26=-1699(B) 27=-1699(B)
;f, *****ru - Ve,trir <fwign preefw s.d.tl.$-4.1] JKl3ll$ {}ii tlfls ilt{fi .tiBCt tJ#ffi} A'Af'q,fC gP.} }P"3.lsE l',**# b.I7l74'f Bg&J&tt liS;lz'
besign volid for use only wilh Mifek connecls. Th'6 design ir bo5ed onv upon pdomelets shown ond is for on individuol building cgmqonelt:il--'
IVIIIMiTeK
7777 erceoback bne, Suite 109
Ciirus l-leights, CA 95610
eppiicoOitity of aesbn irroriret* ond properircopqotion of componenl is responsibility of buildingdesigner- not lruss designer. Brocing shown
is i6r tterot'supportif individuol web memi*6 only. Additionol tempdory brocing 1o inswe stobility-during-conslrucl-on is lhe espotribillity of the
erector. Addiiionol pemonedl brocing of lhe overollstuclqe is lhe respdsibility of the building designei td generol guidorce regording
foUricotion, quolity iontrol, stsoge, delivery, qeclid ond brocing, c@sull ANSI/lPll Qudlity Crlterld, DSB'8' ond BCSI Buildlng Componcni
sdtelv tnlormollon ovoiloble from Truss Plote Inslilule, 781 N. lee Street, Suite 312, Alexondrio, VA 22314.
!t anLi-i3m PinetlspJ i"FbE r !E *Ecrfi€d" lhl dalit:n sl*.1*te th.iG 4t',e-*ite 36r{Alf,:4:3 b}"4:t5€
Snake River Truss & ComPonents,lD:xOX3ZBPUiwgRsuGPQ-v44kzvswa-inA6lpOgUbCBRRL-qknuKlGGltf CyBFaEuukB3zR3tC
Job
J0438-13
fruss
l1
:russ Type
)OMMON TRUSS
Itv
3
SunrodJSMSpec./4J3/JR(lD)R R362s5849
DEFL in (loc) l/defl L/d
Vert(LL) -0.19 9-10 >999 360
Vert(TL) -O.37 8-9 >999 24O
Hoz(TL) o.'14 6 n/a nla
Wnd(LL) 0.07 9 >999 24O
SPAC|NG 2-O-O
Plates lncrease 1 .1 5
Lumber lncrease 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
LOADING (ps0
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2 X 4 DF NO.1&BtTOT DF 18OOF 1.6E
BOT CHORD 2 X 4 DF No.1&Btr or DF '1800F 1.6E
WEBS 2X4DFStud/Std
REACTIONS
FORCES 0b)
TOP CHORD
BOT CHORD
WEBS
NOTES
PLATES
MT20
Weighf: 149 lb Ff = Oo/o
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 1G0-0 oc bracing.
WEBS 1 Row at midPt 5-9, 19
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
(lb/size) 2=1869/O-tB (min. 0-2-0), 6=1869/0-5-8 (rnin. 0-2-0)
Max Hoz2=-124(LC 7)
Max Uplift2=-l47(LC 9), 6=-147(Lc 9)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less exceptwhen shown-
2-17=-29931240, U17=-2A391268, 3-18=-2O65t241 , 4-18=-1883t255, 4-1 9=l 883/255'
s-1 9= -20651 241. r2o=-2839 t268, 6-2o=-2993t 24o
2-1 0=-2331267 8, 91 O=-1 39/2537, s-9=-1 53/2537, 6-8='24A1267 I
4-9=-66/1 061, 5-9=-994/149, 5-8=01297, 3-9=-99411 49, 3-10=0t297
1 ) Unbalanced roof live loads have been considered for this design.
ii mJ, nSCe Z-05; gomph; TCDL=4.2psf; BCDL=4.2pst h=25ft; B=45ft; L=34ft; eave=4ft: Cat. ll; Exp B; enclosed; MWFRS (all
heights) and c-c Extefior(2) -1-6-13 to 1-1G0, Interior( l ) ',1-10-o to 17-GO, Exterior(2) 17-0-0 to 20-+13 zone; cantilever left and right
exDosed : end vertical left anct right exposed;C-C for members and fotces & MWFRS for reactions shown; Lumber DOL=1 60 plate
grip DOL=1.60
s; inis truss has been designed for a 1o.o psf bottom chord live load nonconcurrent with any other live loads.
+! lnis truss is designed in accordance with the 2OO9 Intemational Residential Code sections R502.1 1 .1 and R802.1 0 2 and referenced
standard ANSI/TPI 1.
5).Semi-figid pitchbreaks with fixed heets" Member end fixity modelwas used in the analysis and design of this truss.
LOAD CASE(S) Standard
3b ot'f%
April15,20'13
n|tt'*ffinartltlMiTek'
777 G.eenback Lane, Suite 109
Citrus Heights, CA. 95610
A d.*ign prwctw tr{iaiirx,t $ot&*s o}* l}risxiifl? t&ct t}rril y}'t"t$ tlxrutcfr?#K {ag*: Ysl-74fi} EgFGlda {r"q}?"
-design
volid tor use ohly wilh Milek connectG. This des'rgn is bosed mly upon pormeie6 shovn, ond is fd on individuol building componenl'
Applicoblity of desisn po.o-"r* ont frp"iini",po-'tr* "t.o-poireirl.s iesponsbilitvtJ ?Yl9.i9j-::'91"j---ll:lP:,9iii'gT:::::llfl::il:Applicobilityof designporqmelsondprcperincorporcliootcomponenl,sresoonsbilrryoIoulongoesgrE -rrerrru$uc)re'rsr-o'usnv:''vw''
f?.i,iroisolirpporrif individuolweb,memberonv.,qdditionollempororytocingloinsurestobinty.during-conslruclionislheresponsibillitolthe
eeloe eOaiil6nof pmonent brocing of ltr" overctt strrclur" is the responsibiity of the building designen Fq^g€nerol guidonce @gording
l:;pG.ili:LE:,1i:ll,*lr^*:r*..;l[km,xJg*l*""":"i:ll".,ii-:l1l'il"*:'frcritcrro' DsB'8e ond scsr Buirdrns cohponcnr
i;$;;i'#i;iJ;' ;iliit;Ji."-,i ri"ii ir"ili r"'ui'iJ zer M tee s;;eet. -suile 312. Atexondrio' vA 223 r4'
it li&ili* iii.is'lj lm**i inop*.;nailirrg J+:iq*,:trs are tir+o "n*1ry1!!41&311949:-
Job
J043&13
fruss Truss Type
GABLE
oty SunrodJSMSpec./4-1 3/JR( lD)R
R3625585(
l^h Pa{ar66^a /^^ti^hrl\
Snake River Truss & Components, ldaho Falls. lD 83401 25o s Industries,2013 Page 1
/sTPoOzR3tS
n276
SPACING 2-O-O
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) l/defl Ud
vert(LL) -o.o2 19 ntr 12O
VertCfL) -0.02 '19 nh 12O
Hou (TL) 0.01 18 nla nla
LoADING (ps0
TCLL 35.0
TCOL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2X4DF No.l&Btror DF 1800F 1.6E
BOT CHORD 2X 4 DF No.1&Btror DF'lB00F 1.6E
OTHERS 2X4DFStud/Std
REACTIONS All bearings 34-GO.
(lb) - Max Horz2=124[C a)
PL.ATES GRIP
MT20 220t195
Weight: 195 lb FT = Oo/o
BRACING
TOP CHORD Structural wood sheathing directly apptied or 6-0-0 oc purlins
BOT CHORD Rigid ceiling directly applied o|l0-0-0 oc bracing.
WEBS 1 Row at midpt 10-27
MiTek recommends that Stabilizers and required cross breing
be installed during truss erection, in accordance with Stabilizer
MaxUplift AlluplifllO0lborlessatjoint(s)18,28,29,30,31,32,33,34,26,25,24,23,22,21,20,2
MaxGrav Allreactions250lborlessatioint(s)27,2e,29,30,31,32,33,34,26,25,24,23,22,21,20
except 18=316(LC 1),2=316(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered tor this design.
2) Wnd: ASCE 7-05; 90mph; TCDL=4.zpsfi BCDL=4.2psf; h=25ft; B=45ft; L=34ft; eave=2ft Cat. ll; Exp B; enclosed; MWFRS (atl
heights) and C-C Corner(3) -1-6-1 3 to 1-1 0-0, Extedor(2) 1-10-0 to 17-o-o, Corner(3) 17-o-o to 20-4-13 zone; €ntitever tefl and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate
grip DOL='1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard IndustryGable End Details as applicable, or consult qualified building designer as per ANSI/TPl 1-2002.
4) All plates are 2x4 MT20 unless otheMise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-O0 oc.
7) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.
8) This kuss is designed in accordance with the 2009 Intemational Residential Code sections R502-11.'l and R802.'10.2 and referened
standard ANSI/TPl 1.
LOAD CASE(S) Standard
WIf:iri':,
$,*f.nCXX*;.Verij'gCxigvepxr,zrrdr.?.: ri,.:rr,:)ltr?$Ui)J{?3ilI&"ANnI?t,{rfEIr$dfY?$P.#'tgSrStfY&*t;fr{f-74?t E}if'$j?g{iSg,
Design volid for use only with Milek conneclorr. Th,: o€.rgri, bu{ad oniy upon poromelers shown, ond is ftr on indiv'rduolbuilding componenl.
Applicobility of design poromeleF ond Ff,oper x ic )q .'ol jon oi cotF Jnenl is responsibility ot buikjing designer - rci lruss deigner. Brocing lhryn
is for lolerol rupport ot individuqlweb membeG cr, .' 'd.l:lisor tcftpcrory b{ocing lo insue stobilify dudng corotruclion'6 lhe €sponsibillit of the
e€ctoi Additionol pemoneni brocing of ihe ovs - I sflr:'!,€ ij rhe responsibilit of lhe building designer. td generol guidonce regordingfobrjcotion, quolit conkol, sldoge, delivery. c.e. ir.a cnd F,o:ing conJult ANSl/TPll Quolily Crilcdo, DSB.8' ond BCSI Bulldlng Componcnl
Solclylnlormollon ovoiloblefromTrussPlcrelnii ",.TSl,\.L..eStreet,Suile3l2,Alexonddo,VA22314.lJdurlBrdpiG:l9F13u$j:E!!r.p,cdrf€"J.ii"ari;::,;jr';i!r'ir.r'ti!!:i€*€.tis4r614!lA92Z*r:LEa
(','.o4- .8Ssoo 't%'#
April15,2013
r'rli'wufrwaMiTek"
7777 G.eenback Lane, Suite 109
Cilrus Heights, CA, 95610
Job
J0438-13
Truss -nss Type
COMMON TRUSS
Qtv
10
SunrocruSMSpec./4-1 3/JR(lD)R
R36255851
Snake River Truss & Comoonents. ldaho Falls. lD 83401 252011 MiTek Industries. |rc. Sat 4:55:022o1Aug252011 MiTek Industries, |rc. SatApr 13 14:55:02 2013 Page
l D:xox3zBPUiwgRsuGPQ_v44kzv5wa-3lz?L\A6il8fTXCDxdHM31 Lz6SuLFdRPJOAcVsHzR3tT
8-2-12
44 = kb: Ale-l'
Plales lncrease 1.15
Lumber lncrease 1.15
Rep Stress lncr YES
Code lRC20o9/TP12007
DEFL in (loc) l/defl Ud
Vert(LL) -0.'18 8-9 >999 360
Vert(TL) -0.37 8-9 >999 24O
HotzCtL) 0.13 6 n/a nla
VVind(LL) 0.Og 7-12 >999 240
LOADING (psD
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2 X 4 DF No.l&Btror DF 1800F l.6E
BOT CHORD 2 X 4 DF No.1&Btror DF 1800F 1.6E
WEBS 2X4DFStud/Std
WEDGE
Right2X4SYPNo.3
Weight: 147 lb FT = 0o/o
BRACING
TOP CHORD Stluctural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied o|I O.O-0 oc bracing
WEBS 1 Row at midpt 5-8, $8
MiTek r*ommends that Stabilizers and required crcss bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) 6=17o3/Mechanical, 2=18741O-5-a (min. 0-2-0)
Max Horz2=133(LC 8)
Max Uplift6=-103(LC 9), 2=-149(LC 9)
FORCES (lb) - Max- Comp.lMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-30071243, 3-16=-2853t27 1 ,3-17=-2078/243, 4-17=-1a941257, 4-18=-18s41262,
5-18=-204U234. 5-19=-2497 1295. 6-19=-3043127 5
BOT CHORD 2-9=-26112673, a-9=-17I|2549,7-8=-1 85/2591 , 6-7=-191 12591
WEBS 4-8=-741107 1 ,5-8=-1 048/1 56, 5-7=01307 , 18=-994/1 49, 3-9=0/298
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) lMnd: ASCE 7-05;90mph; TCDL=4.2psf; BCDL=4.2psf; h=25fr; B=45ft; L=34ft; eave=4fi; Cat. ll: Exp B; enclosed; MWFRS (all
heights) and C-C Exterior(2) -1-6-1 3 to 1-9-1'1, Interior('l) 1-9-1 1 to '17-G0, Exterior(2) '17-O-0 to 20-4-8 zone; cantilever lefi and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrenl with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802".10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-,igid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this lruss.
LOAD CASE(S) Standard lc.tQ{w
%?i
c_ -.*3ko' d
April 15,2013
;f, riil*Jt*lxc - vr,63 <lxigs pwawetx {rd $lj.{t .$o?}is o}f fHi$ illlf, lsfrce.fio.iilr !fr?Yrif !L-qF3gt"9}m$ {aag **I-74't"J ltsfl}t{; {ti5g,
Detign volid foruse onlywilh MiTek connectm. Thir design is bored only upon porometeB show[ ond is tor on individuol building comp@eni.
ApplEobility of design poromeleE ond proptr incorporotbn of componenl isresponsibility of building designer- not tru5s designer. 8r@ing shownb for blerol supporl of individ@lweb membe6 only. Additionol tempqory b€cing to insure siobilily dudng consiruci'bn k the respomibiliiy of lhe
er€lof, Addilionol pemonent brocing of lhe overollslrctse is lhe responsibility of fhe building designer Forgenerol guidonce regordingfobricolion, quoliiyconlrol, s'idoge, delivery, ereclion ond brocing. consull At{Sl/IPll Quo[ty C.iterio, DS8-89 ond lCSl Buildtng Component
Sot.lylnrormollon ovoikrblefromTrussPlolelnstitute,TSlN.LeeSireei,Suite312,Alexondrio,VA22314.
:l !d Lth:m !1n€ tS pl ;u m b* i! rpsr ffi6j. tit* ds sign *rJGr rr? thlre ef!*i{€ !6tE1/241.3 tuj llLte
l^trl'wxfr
ttrIIlMiTeK
7777 Greenback Lane. Suite 109Citrus He'Ehls, CA, 95610
JOO
J0438-13
Truss Truss Type
GABLE
Qtv
1
SunrodJSMSpec./4-1 3iJR(lD)R
KSZS5Z
l^h Paf6ra6^a /^^li^a.r\
)13 Page 1
tL3PjzR3t6
n6
Plales Increase I .1 5
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) l/defl Ud
Vert(LL) -0.00 1 nlr 12O
Vert(TL) -0.00 1 nh 12O
Hoz(fl) 0.01 18 r'la nla
LOADING (ps0
TCLL 35.0
TCDL 8,0
BCLL O.O
BCDL 8.O
LUMBER
TOP CHORD 2 X 4 DF No.1&Btror DF'1800F 1.6E
BOT CHORD 2 X 4 DF No.1&Btror DF 1800F 1.6E
OTHERS 2X4DFStud/Std
REACTIONS All beatings 33-9.0.
(lb) - Max Hoz2=134(LC 8)
PLATES GRIP
MT20 220.t195
Weight: 192 lb FT = o%
BRACING
TOP CHORD Structuralwood sheathing direcily applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly apptied or 1G.o-o oc bracing.
WEBS 1 Row at midot 1&?6
MaxUplift All uplifi100 lborlessatjoint(s)27,28,29,30,31,32,33,25,24,23,22,2j,20.19.2
MaxGrav Allreactions2S0tboftessatjoint(s)18,26,27,28,29,30,31,32,33,25,24,23,22,21,20
except 19=291(LC u),2=3'17(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown.
NOTES
1) Unbalaned roof live loads have been considered for this design
2) Wnd: ASCE 7-05;90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ff; B=45fi; L=34ft; eave=2fl; Cat. ll; Exp B; enclosed; M\ryFRS (atl
heights) and C-C Comer(3) -1-6-1 3 lo 1 -9-1 1, Exerior(2) 1-9-1 1 to 1 7-0-0, Corner(3) 1 7-0-O to 20-4-8 zone: cantitever teft and righl
exposed ; end vertical left and right exposed;C-C for members and iorces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Delails as applicable, or consult qualified building designer as per ANSI/Tpl i-2002.
4) All plates are 2x4 MT20 unless otheruise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced al 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads.
8) This ttuss is designed in accoldance with the 2009 lntemationat Residential Code sections R502.1 1.1 and R802.1 0.2 and referenced
standard ANSI/TPl 1.
LOAD CASE(S) Standard
MiTek recommends that Stabilizers and required cross bracing
be installed during tluss erection, in accordance with Stabilizer
w*-sSbo' 'f
April 15,2013
WARAiN!*Q .V*ifg dwign pwantszn sd.*gi*i),\{lf$dj <'!t'tl#,:t&ANn $fiLtUC$ &ffi?Stei'Eilgt&Ey,&frSr$f-V4?:.! Biirot**1r$g,- -==.
mgnrytfl,lMiTek'
7777 Greenback Lane, Suite 109Citds Heohts, CA 9:'610
Des'rgn voiid forGe oniy with MiTek connecls. This desbn is bosed only upon pqometeE lhown, ond is foron individuol building compdenl.Appl'aobilily of design porohels ond proper incorpqot'on of cmponenl 'F resposibiliiy of buiHing dsigner - nof.lruss designir. Erocing shwn'6 for loleol supporf of indiviiwlweb membeF onv. Additisol temporory bEcing to ihsure slob lit during corotruction is the respotribillily ot lhee€clor. Additiorcl pemoneh'i brocing_of the oveoil skwlure is the responsibility of lhe building designeilo generolguidonce iegordingfobricolis, quolily conkol sldoge, delivery, ereciion ond brocing, cosull AilsylPtl Quoltty C,iledo. DsB.8l ond Basl lulldtng -mpJncntSofclyfntormqlfon dvoiloblefromTrussPlolelnstitute.TSiN.LeeStr*t,Suite3t2,Alexondr1o,VAZ23l4.
it 56uErfr 9in€ lSpl ih b€r k rpc. di€d. th: it4rian m&ra. rt?:hn tz etra*ie *6te2ln13 bv A|AC
Job
JO438- t 3
Truss
M1
fruss Type
Monopitch Truss
etv
'l
Sunrocy'JsMSptr./4- j 3/JR(tD)R
Job Reference {ootional}
R36255853
Truss & Compor . .4vv e ^sy -g 4v | | ,vn I eA tr uusures, rnq oar Apr .13 .14:55:04 20.13 page 1lD:xox3zBPUiwgRsuGpe-v44kzv5wa-?75rmcryq6BnvNKkipxlm3ach6L5sHtru5q9zR3ts
S€la.l:6.5a4 ll
LOADING (psD
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2 X 4 DF No.l&Btror DF lBOOF 1.6EBOT CHORD 2 X 4 DF No.1&Brr or DF 18OOF 1 .6EWEBS 2X4DFStud/Std
REACTIONS (tbtsize) 2=46OtO-3_8 (min. O_1-8),4=269/0-1_8 (min.o-1_8)Max Horz2=92(LC 6)
Max Uptift2=-68(Lc 9), a=-18(Lc 6)
FORCES (lb) - Max. Comp./Max. Ten. - Ail forces 250 (lb) or tess except when shown_
NOTES
BF6CING
TOP CHORD Structural wood sheathing directty applied or 6-0-0 oc purlins, exceptend verticals.
BOT CHORD Rigid ceiling directty applied or 1OO-O oc bracino.
MiTek recommends that Stabilizers and required crcsa bracingbe installed during truss erection, in accordance with Stabilizei
Weight: 23 lb FT = Oo/o
1) wnd: AscE 7-05;90mph: TcDL=4.2psl BcDL=4.2psf; h=25fi; B=45fl; L=24ft: eave=4fl; cat. il: Exp B; enctosed; MV\/FRS (altheights) and C-C Exterior(2) -1-6-13 to 1-5-3, Interior(j) 1-5-3 to 5-10_4 zone; cantilever left and rignr exposed i end vertical teft andright exposed;c-C for membeffi and forces & MWFRS ior reactions shown; L;;;;; D'oi=;.;o ir"i" gr,p DoL=1.602) This truss has been designed for a 1 o.o psf bottom chord live loao nonconcurrent with any other live toads.'ffiJ:rt#lt'l:,:I4 considers parallel to grain vatue using ANsl/TPl 1 angle ro grain rormura. euiroins desisner shoutd verify capacity
4) Provide mechanical conneclion (by others) of lruss to bearing plate al joint(s) 4.5) This lruss is designed in accordance with the 2oog International Residential code sections R502. 1 1..1 and R802.1 0.2 and referencecstandard ANS|/TP| 1.
LOADCASE(S) Standard
SPACING 2-O-O
Pfates Increase 1.15
Lumber Increase 1.15
Rep Stress lncr YES
cote tRc2009/TPt2oo7
DEFL in (toc) t/defl
Vert(LL) -0.06 24 >999
Vert(TL) -O.12 2-4 >559
HorzCfL) 0.00 4 nta
Wnd(LL) 0.00
ud
240
nta
240
k o, ,P*a-\ix -o9/d%€'.ry9
$ W*faVf+<; Voifu <ttxigN pwnets* qd.€1i4,*.l}(}?F,S a* rO,
ff'Jfl:#,',$'JJ:',,;,lHI[!i:'i;?f"XT;]]*"*,H:i::*.*:ff1,:g:1",#a,LT?;*d^ii..,i_T_'g1i1Tlbuidinscomponeh,.ApPncoorrv or desrsn rcrometecond.prj'perircorpdolion of compoirent isresponriulity "iuriiai.JJ.r-ig;;:;;iff] #ffi:r;[#;:'il;*.is for blerol supporl of indiv'rduolweb membec onv' Addilionol lembqory bEcing-to insure stobitity during cofthuction B rhe reiporoibiilit of thei,jEil?lrIi.1ll]311r"i"'Ji"?.',?li#"':#,""j#'":J.;l'*j'#""j"3.'.'fi?Jiltui'trJtin"-o-,itornsoe'si!n"ii*1."!i.i9-'1a31-riesordinj' -
iotetv Infohofton ovdldbe frdm rn r. pr^r6 r^.ri; n- .. ..- .,aNsVIPll Qlonty Cttterio, DsB'89 ord Basl Bundng iompo'ncnls.oletytnfohofion. ovoitobte fro; Tru$ ptotl lrorir,ri., ztji N. G. iie-J'iril Orif 5.uri rft ftE lspiturhEr i.rp*rri€d. r$. dertgn nir.r iiiilili#J*i#vA22314.b".4,tig
Mffi"ryryLMiTek"
772 Greenback Lane, Suite 109Cihus Heights. CA S56.t0
,.-q _ ^w9 -a -w I I rvn I s^ tr ruururcs, xrc. Dar Apr I J t4;c9:uc zul J tsage 1lD:xOx3ZBPUiwgRsuGPQ_v44kzVsM-TKf_yUAb3D2OryWpwmf_btyssaqvxt4eqgTaR3t4
S6b: l:6.5x4n
JOO
J0438-13
fruss
vllG
fruss Type otv
1 1
Sunrocr'JSMSpec./4-1 3/JR(tD)R
R36255854
Job Reference lootional)& Components, ldaho Falls, lD 83401 7.2fi Aug252011 MiTek Industries. Inc. Sat Ao|I3 14:55:Os
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
SPAC|NG 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Slress Incr YES
Code lRC2009iTP12007
cst
TC 0.48
wB 0.00
(Matrix)
DEFL in (loc) l/defl Ltd
Vert(LL) -0.06 24 >999 360
Vert(TL) -O.12 24 >559 24O
HozCfL) 0.00 4 nla nta
Wnd(LL) 0.00 2 ** 24O
PLATES GRIP
MT20 22An95
Weight: 27 lb FT = 00/6
REACTIONS (lb/size) 2=460/G3-8 (min. 0-1-8), 4=269/0-1-8 (min. O-1-8)
Max Hotz 2=92(LC 6)
Max Uplift2=-68(Lc 9), 4=-18(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-05: 90mph; TCDL=4.2psf; BCDL=4.2psi h=25fr: B=4Sft; L=24ft: eave=2fr., Cat. il; Exp B; enctosed: MWFRS (atl
heights) and C-C Comer(3) -1-6-13 to 1-t3, Enerior(2) 1-5-3 to 5-'tG.4 zone; cantilever lefl and right exposed ; end vertical left andright exPosed;C-C for membere and forces & MVVFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .602) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nomal to the face), see Standard lndustryGable End Details as applicable, orconsult quatified buitding designeras perANsl/Tpl 1-2002.3) Gable studs spaced at 2-0{ oc.
4) This truss has been designed for a 'l 0.0 psf bottom chord live load nonconcuffent wilh any other live loads.5) Bearing atjoint(s) 4 considers paEllel to grain value using ANSI/TPI 1 angle lo grain formula. Building designer shoutd verifr/ capacityof bearing gurface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
7) This truss is designed in acordance with the 2oog Intemational Residential Code sections R502.1'l .1 and ReO2.1O.2 and referencedstandard ANSI/TPl L
LOAD CASE(S) Standard
LUMBER
TOP CHORD 2 X 4 DF No.1&Btror DF 1800F i.6E
BOT CHORD 2 X 4 DF No.1&Btror DF i800F t_6EWEBS 2X4DFStud/Std
OTHERS 2X4DFStud/Std
BR.ACING
TOP CHORD Structural wood sheathing direcily apptied or 6-G.O oc purtins, except
end verticals.
BOT CHORD Rigid ceiting directly apptied or 10-O-O oc bracing
MiTek r€ommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
koof
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-
tobricolion, qu-olity conirol storoge. detr'very, eretis ond b.ocing, con;ul ANSt/nt euoli Crtteio, OSf .Al ona fCSt Buitcfing dompo-nentsotetylntormollon ovoiloblehomTrussPlolelrofitute,TSlN.Leesteet,suite312,Alexdndrio,vi22314.,:{ Strthgft F-!fti-tp} j*Fh6i4 rp€{if€d" tnl d43i*n 6t{sr rr€ ttt +e e*etiw &t'*,!ni.l l"r:..t5t
r|i-^mrtMiTek"
Z/77 Greenback Lane, Suite 109
Ciltus Heights, CA, 9:,610
Job
JO438-13
fruss
vtz
Truss Type
Monopitch Truss
otv
4
Sunroc/JsMSpec./4-1 3/JR(lD)R
K@ZCS:
Job f lootidnal\uompo 7.250 s Aug 25 201 1 MiTek Industries. lnc. Sat Aor PagelD:xOr3ZBP UiwgRsuGPQ_v44kzVSw+TKr _YUAb3D2OryWPwmf_bq 95U tqvxt48q9TeR3t4
PLATES GRIP
MT20 220.t195
Weight: 16lb FT = 0%
za ll3
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O,O
BCDL 8.0
LUMBER
TOP CHORD 2X 4 DF No.l&Bror
BOT CHORD 2 X 4 DF No.1&Btror
WEBS 2X4DFStud/Std
UF
DF
1800F 1.6E
1 800F 1 .6E
REACTIONS (lb/size) 2=370/G.3-8 (min. 0-1-8), 4=15S/O-1-g (min. O_1-8)
Max Hou 2=64(LC 6)
Max Uplift2=-67(Lc 9),4=-1 1(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or tess except when shown
NOTES'f) Wnd: ASCE 7-05;90mph; TCDL=4.2psf: BCDL=4.2psf; h=25fi; B=45ft; L=24tt: eave=4lt, Cat. il; Exp B; enctosed; MWFRS (atl
heights) and C-C Enerior(2) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 3-10-4 zone; €ntitever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=''.60 ptaie grip DOL=1.602) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any othe; live loads.3) Bearing at join(s) 4 considers parallel to grain value using ANSI/TPI 'l angte to grain formula. Building designer shoutd verii/ capacityof bearing surface.
4) Provide mechanical connection (by others) of truss to bearing plate atioint(s) 4.
5) This truss is designed in accordance with the 2oog Intemational Residential Code sections Rso 2.11 .1 and Rao2-1o.2 and referenceostandard ANSI/TPl 1.
LOAD CASE(S) Standard
BRACING
TOP CHORD Structural wood sheathing dlrectty applied or4-O-O oc purlins, except
end verticals.
BOT CHORD Rigid ceiting directty applied or 'i O.O-O oc bracing.
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (loc) t/defl
Vert(LL) -0.01 24 >999
Vert(TL) -0.O2 2-4 >999
Horz(TL) 0.00 4 nta
\Mnd(LL) 0.00 2 .*
Ud
360
240
A/a
240
ffi
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Design volid fd use-only with MiTek c6reci*. This derign i! bosed onv upon pqomeleB ih@n, ond is for on individuol bunding compdenl.Applicobilily of desilgn poromel6 ond poper ircorpco=tio of compo;e;t b ;sponsibtliiy of bui|ding designer - rct truss despn6r. Brocing shdnis forLdlerolsupporl of individuolwebmembeB only...Addiiionol lempooy urccirng-lo in.*e srouaity"a"rini ioroiruclion is thJresponsibil'iv of theerectoi Addiiiomlpemonenlbacingof theoverollslruclwe jitherespo;ribility;fhebuildiigde;igner-Fogineiolguiaoncei.s"iJi;d - - -
Iotricotion, qulliv conircl, itdoge, delivery, erechbn ond bvocing, conluil .lt'|st4fn quon{ ci|'c]tq osg-s-9 ona gcst Buildtng -ompitcnts.otclylnldmdflon_-ovoirobrefrcmTru$prolelnsliture,T8rN. leesteel,suite312,Arexond;o,virgrl, - --"'-
ir Fur rm sf 16 {wl !w E€ n !r SEr tri6l, !;t i ct€ siE alEi ira thdrE eif #ive 06./Ott Zqf S W AL.'C
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IVIITMiTek"
7777 Greenback Lane, Suite ,|09
Cifus Heights, CA, 95610
T{ECKLIST
(2003 International Residentiat Coae)
BuildingPennitNumber: /4* /Tl .
The following comments based onthe 2003 edition ofthe lnternational Residentiat codeshould beresolvedbefore a building permit is issued. This correction list is not a buirding permit. The approval of plans and
:i"::'3:ii::T',3ffiil:::*it the violation oranv section orthe tntemaffJnZr nesidentiibodeor anyrederar,
Project: sFA -f5' l a"^$f. Job Addr "rr,
zonins: Artfl, t Number ofstories: J R":rm;*lffi,l3;,ffi",_'n**,_
FloorArea (sD: Joclo n^sned, ?Sfi unfinished, {oc gnage MechanicalFee:
PLAN CI{ECK
A.,,Plans
v To Scale
$^rpt^'Y$)rrood Plain
Date: T*f*td
vflegible
. /fav Ftoor /,1,'oundation plan
f;"'Section showing construction details Sn^r^,tt S*f
/N;f;;#ri;k"". :ie,e- si'^..Jr .sj 4n,,"' otL e-{<^t0,,*Dr6 *
-uy* unteria (shalr be identified on plans as wind - g5 m.p.h., Snow - 35 rb. per sq ft.)
zt t'l" i d^n/'(VlTruss Calculation Sheets &(Mloor Joist Details
QJf,2chanical Design
ffionnCalculations (R320 & Ch il)
B-
"o*s*ircle
one - new zoningdesignations adopted in 2005)gpy 12,000 sfmin. lwiatrr SOft. min)
LDR2 9,000 sf min. (width 60 ft. mini; Duplex 10,000 sq. ft.min. with c.u.p.RR2 21,790 sfmin. (width 150 ftmin) Duplex ailowed with c.u.p.Other fferify zoning requirements)
C.7Ase
i/ Single Family_Duplex (tDRl only - Conditional usepennit?)
D. ,F"tBacks (taken from eaves)
1./ Front set back (32 ft. from curb)Note: 60%mn of front yard green
_!!R:ear set back(LDRI 25 ft.. &LDR2 20ft.)
/ Siles set backs (6" for every ft. of building height with LDR - 7.5'min., & LDR1 - 6'min.)
/,/g*ta*g-Height (maximum 30 ft.)
E. Fti"gstArcper Size (as per Table 403.l,use 1500 psf unless soil type is known, Table 4Al.4.I for soil bearing)
"/
t' Rebar (2#4 continuous)
,'
t/FootngDepth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab - interior)
F. pmrndation
_rz'Foundation walls w/ rebar (city ordinance)
/,r",r\nchor Bolts with 2ux2ux 3/16-lsquare washers (incl. interior bearing walls) R403.1.6.1
-y$owdatron Drainage (foundations on sift soil shall be designed per R405)
,'
-{-Damp proofing^Vaterproofing to finish grade. R406.1 (fod. extends 6" min above grade R4O4.1.6)
-*erawt+pace access of 18" x24" min. R408.3 (may differ if mech applianrce il rn crawl space M1305.1.4)
-eran*fuaeeffeatilation/Insulation :1 sf vent per 150 sf. (.with moisture barrier I sf. per 1500 sq. ft.) andwithin 3'of each corner (.insulate walls vent to inside of home) R408.2
-/t/Gradng slope away from house. R401.3
G. FXame
_4fS_eismic Hold Downs and Braced Wall panels (R602.10)
.n\
Q!!'loors joists sized as perR502.3, wood I-joists sized per manufr.
lGorstsunderLoad Bearing Partitions shall be doubled. R502.4
/i/ Girders sized per R502.5 or per manufr. Tables for engineered products
-fuile{iers{comply with R502.3.3 or manufr instruction)
r''
v Floor Sheathing (3/4" min forjoi sts24,, oc & 5/g,,forjoists 16,, oc) R503.2.2/v-watt(bearing and nonbearing) stud sizes, height & spacrngper Table 602.3(5)R602.3
/^'/Headersin Bearing walr shal be designed as per Tabres 5a2.5(r&2)R602.7
a"/ Roof rrusses (desisned according to R802- 10.1) 35 # Snow and 90 mph winds (Local conditions)./'
{Ptaner and Truss tie-downs. 8g02.10.5)
_vlttic Access 22,,x30" mjn- opening (RSOD
H. Eylrrior Covering
>Mrasowy and sfucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1
t rylof Covering and Ventilation
;"r'Roof Ventilation as per Rg06
lAsphalt Shingles (slop>2:l2) wl iceprotecrion_ (Other rype: to comply w/RgAS./l
J. Sirewalls
v/Garap"[H,v GaragefHouse drywall separation (protect ext.walls &beams*J "*LL ovF'qqlru' \Prulsut €xt- walls d, Deams supporting habitable space) R309.2zv-Door from Garage to House (l 3/8" solid wood or steei door, or 20 min. fire-rated door) R309.1
@eIIingSeparation(1hrfireseparation)SupportingstructureaIsorated.R317.1
-fu&TownhousesQhrseparation&4,ove4burnprotectionorparapet)R3|7.2
-- -ene-iMls parailel to and within 3 ft of properry line */ No openings. R302
_.-eenetra*onsinprevious 3 items to comply with R317.3
K. Gpneral Requirements-frouse Numbers R32l
vJalt openable 3sf window or Mech- ventilation in bathrooms, water closets, and similar rooms- R303-3
/
rvrrurus
t'/ rnteior and exterior stair ilumination shalr comply with R303.6.
.//Bathroom Fixture clearances comply with Figure R307.2
,t'r4neroom at least 120 sf.:- uQther habttabrerooms 70 sf. min */ amin. dimension of 7 ft..R3040n or / rT. I{304.T;;:y;y?!,iilj',!!::?:,'!::Y::::,::::y",0:,!ng, i;, ,ho, rn no uor compty*50% or more of the required area must b" i t"osi 7f, h,ig;;;';Tb:;:#:f;!;::r#;
-:Esess-et€arance from window wells under cantilevered floors. R310.2
r Glazng at Hazar dous Locations R30g
'/ EmergencyEgress in all sleeping rooms and basements with habitable space R3r0
Y_On9 required Exit Door shall comply with R311.4
,/t/ Landings at top and bottom of stairways R311.5.4, and each side of each exteior door. R311.4.3
yJt*niy { nun (7 3/4" max. rise & I 0," ny}re1d,.lo:iog req,d if <l t l zfi^rwidth (3 6" min),/Starway Headroom (6' 8'min.) zluuoarurls (34"to 38,, above stair nos;rrg)(R311.5)
-ryr circular, spiral and winder stairways and bulkhead enclosures Rill.S.g
t/- ,-'t ,,/'/ion (enclosed accessible space under stairs shall be covered with l/2" drywall) R311.2.2
.//Guardruls complying with R3l2
r' Smoke Alarrns (each bedroom and common area and one on each level) (R 313)
L. Enerry
/Homeswith glazing< llYoof gross area of ext. walls (Townhouses <25%)to comply w/ chapter l l.*Otherwise shall meet requirements of IECCfor rispective building tltpe.NflAL2
/Yapor retarder on warm in winter side of walls, ceiling and floors R3lg
,/t/ *Water Heater heat traps IECC 504.7
6ysealing and insulation Nrr03.3&4 or IECC s03.3.3.3,503.3.3.4.3
1"\
(il*match quantities & values on a "passing,, REScheck compliance reporr
M. Mechanical
,/V Gas-appliances not in bedrooms, bathrooms, toilet rooms, or storage closets Gz406J./
uftoo access 24- minwidth/Attic access clear openin g20x30under floor r.o.2hx30.M13os
/
utn yer Vent length 25' maxd g' transition (-5'per 90 deg tums) Mls0l.3
../
t4luechase shown on plans (B-vents not to be inside insulated walls without insulation shield)
/1ft