HomeMy WebLinkAboutALL DOCS - 12-00265 - Clothing Store, Rigby.G'.tcg Gertificate of Occupancy
De pa rrm e ", "r1:;n'':,?.; Deve I o pme nt
158 West Fremont Avenue / Rigby, lD. gg442
Building Permit No:
Applicable Edition of Gode:
Site Address:
Use and Occupancy: .
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
Gontractor:
Special Conditions:
Occupancy:
C.O lssued by:
12 00265
International Building Code 2009
31N1stE
Beloved Clothing Store
Type V, non-rated
43
No
The High Pointe Companies
Mercantile, display and sale of merchandise
This certificate, issued pursuant to the requirements of section 10g of the lnternational Buitdingcode, certifies that, at the time of issuancg, tlis building or that portion of the buitding that wasinspected on the date tisted was found tg be in comptiince with the ,"qiiir"nts of the code forthe group and division of occupancy and the use for which the proposii i""rp"ncy wasclassified.
Date C.O. fssued: //* t.t_- tq
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 portLn ir'"r"of untir t'" e"iidi.gbfficiat has reviewed andapproved said future changes.
Plumbing
Electrical
//- /6- /z_
Certificate of Occupancy
City of Rigby
Department of Community Development
158 West Fremont Avenue / Rigby, ,D. gg44l
Building Permit No:
Applicable Edition of Gode:
Site Address:
Use and Occupancy: .
Type of Gonstruction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
12 00265
International Building Code 200g
31N1stE
Beloved Clothing Store
Type V, non-rated
43
No
IE[4poRqRy
Gontractor:
Special Conditions:
The High Pointe Companies
Occupancy:Mercantile, display and sale of merchandise
This ceftificafe' rssued pursuant to the requiremenfs of sec tion 10g of the International Bu,dingcode' certifies that, at ihe time of issuancg, tlis building or that portion oi the bu1d6g that wasinspected on the date tisted was found tg be in coipillr"" with the requirements of the code forthe group and division of occupancy and the use nr iiicn the propoii7"i"oup"ncy wasclassified.
Date C.O. lssued:
G.O lssued by:
There shall be no further change in the existing occupancy classification of .the building nor shall.any structural changes,Tr?15f:J::'"%#,gtl?:;3:yte to tne nuiro='ing oi'";v;o;il'ii,l,"or untir*,e auiioinsbm"iurrrds revieweo ano
Plumbing
Electrical
Fire Inspector:--
P&Z Administrator ,
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Central Fire District
FIRE I'XITRICT
PO Box Zf Z, nigby IDffi
Office: QDg) 745-6003
Fax: (208) 745-6310
1TO: Jefferson County planning and.Zoning
FROM: Jim Deuel, Fire Chief
suBJEcr: occupancy inspection for 247 Farnsworth way
DATE: November 20,2012
As a representative of central Fire District, I did a walk through inspection for the purposesof issuing a certificate-of occup*"f ,.tut"d to fire coi" irrr., for the Beloved Fashions3J,1,1Ti,JT?fiir::iT.,:?iilJrTlio,w* i; il'b" 'ffi" r did the wark through after
I inspected the business to verify compliance with theFire Code and found the occuparrcya d" in compliance
Any change in occupancy would require an update inspection prior to approval.
Any deficiencies not brought to the attention of the fire code official would be theresponsibility of the owner' This letter and its .tut J cornpliance with requirements is validonly as it relates to fire code issues and does not ..i;i. to issues with other codes andregulations that may apply or be imposed by ottrer errtlties.
provisions of the 2009 Intemational
with the code.
_ Ciry of Rigby
e,s)#lllTi.TiiF;1
Buifding Address:
orner; 4+ i
Address:
E-mail: ai
City, State, ZiuPhone; fu't
Commerciat Builo,**
"*lj[fl,
APPf ication
Conhactor:
RCE #
Address:
City, State, ZiaPhone: |ilr'.
E-mait:
Legaf Description: tot Z* b arock ,)
% tu*rrr^Size of Parcef: Square Feet t4 AAAre*,t=*|3*fulh _ AcresZoning Dictrict Existing Use:
drue*tr Addtticn
Proposed Use:
t] Remode, tr Reoair
Er Retail (# of units { *.-) tr Office Space (# of units ,
f\ccnrinrinn nf lfunr!.
--'
Iold osltmated costofresidential coostruc{ion (excluding lo0 g
E Foundation Only
tr Storage El Other
Sq. ft. FirstFtoor ASfTrO. O. o*.rr,*offi
#0n-$treetparkingspaces /5 -",'".d,W^;::- tt*-4frL-
f*#,mtgg;r--iNffii
Conbrc{orrr gignature
Ome/3 Signaturr
*6 1:z
,/ ,t,* 7//
Rigby Buitding Departrnent 15g u FremontAve. phone: ng.745.g111ext. 1g F,o.2Ag.745.7111
City of Rigby
Building Department
(208)745-8111ext. 19
SUBCONTRACTOR LIST
Excavation & Earthwork:
Concrete: S1-^,.L1
Masonry:
Roofing:
lnsulation:
Drywall:
Painting:
FloorCoverin gr, 3-FL{2r", ,
Plumbins: ll"l*tLl-
anHeating: Kr fur--..r*-^
Electrical: l4^^ Ll
Roof rrusses, ?nC
Speciaf Construction
(Manufacturer or Supplier)
Floor/Ceiling Joists: Yta C
Siding/ExteriorTrim: n;,
Other:
Rigby Building Department 158 w. Fremont Ave. Phone: 2og.l4s.g111ext. 19 Fax:20g.145.1111
City of Rigby
Building Department
(208)745-8111 ext. 19
STATE OF IDAHO )
County of Jefferson)
:ss
Affidavit of Legal Interest
{eii-4sf ,,. Da-.
Being first duly sworn upon oath, depose and say:
(lf Applicant is also Owner of Record, skip to B)
A' That I am lhe record owner of the property described on the attached form, and I grant my permission to:
;;FF ;sZt_t_wzgs.^h e,lL1
to submit the accompanying application pertaining to that property.
B' I agree to indemnifo, defend and hold city or Rigbyand its employees harmless from any ctaim or liability;fi:ilT,f:T,,ilJ.ffi[tnlijffj:-'ents contained herein or as ro rhe ownershif i,rtn. prp.,ty .'
Dated this { day of J r, <_ ,20 \L-
Subscribed and sworn to before me the day and
Residing at:
My commission expires: 1-t* /Z
19 Fax: 208.745J11i
City of Rigby
Building Department
(208)745-8111 ext. 19
Property Lines
Each site plan that is submitted to the city of Rigby for the Building permit process requires that property lines areshown accurately' lt is the Develope/s responsibility to correcfly identifo on the site plan the location of these lines inreference to the public right-of-way, other adjoining property lines, the street, other structures and all utility lines. TheDeveloper should find property pins that are still available at the lot in question. lf these pins do not exist or becomeunrecognizable then a new survey should be performed.
Accurate property line information is a must for a timely review. ln addiilon to finding existing property pins, legaldescriptions should be checked' The best way to identifo property line location is with a land survey. Jeffersoncounty has aerial photos and a parcel line layer that can be checked, but they are only a tool and are not guaranteedfor accuracy' lf you want to request a copy of your lot, see the Assesso/s office at the Jefferson county courthouse.
I have read and understand the above requirements.
Da.oin g*
n owner or K,rro",Printed Name
Rigby Building Department 158 w. FremontAve. phone: 20g.745.g111 ext. 1g Fax:20g.745.7111
Building Deportmenl
owNER's Nm
PROPERTY AOONPS'S
SUBDIWSION
PI{ASE BLOCK Y.nrno*enr Power
^@\
G
o6LA5
Regutred|Il ELECTRIC.AL
if#:tr:;"ffi.?:^K*'Jffi * ouildinss wtth wtuias beiag coasauded an each propetty.D Up to 1,500 sq ft _ g130
a 2,507 to 3,500 sq ft - g260 n 1,501 to 2,500 sq ft - g195
^-_.:.- .:d;l#?ilf.,f';:|;iff"fffi::;i"tionar 1,000 sq rt orr*."'f:Lrrffi11lfr;l'"'fu
New:Muldl-FaaihyO*.@
n Duplex Apartment 9260D
ffi
* more multi-family units: $130 per building plus $os per'nir @ru Existing Residence, Modular, Manufactured of Mobite Homesper branch circuiq up ro the -;*; ;iii. ..rr""",^.di-^ "^ ,, ^:-1td,D-"li.h:-d shop: g65 fee plus g10Fl6::
circuiq up to the -;*;;il;;*##;: ;:3? t113,:fl?6ff ArH*mcircuits))
tr
ltaT#fffi-/cooling
systems: $65 w&en Nor part of new residential or HVAC permit wirh no
i,-*)::";*-!:.1*i:*u Y-T*, pools: g65 fee for eachtnp to inspect^-o:-rT::!y.f:?2!'i;-i..";X";:;
n $65 up to 25Hpn$95:2; to ZOffi n$130 over 200 HpMISCELI-ANEOUS
n Temporaty construction services oNLy: 200 amps or less, one location _$65
: ffi;r^#::em€nt: $65 fee plus $10per rid", .or,.".rio' or generator
n Techni"" ,.*"J1l1tn3r'ffJ"r pivot plus g10 per tower oiorri. *o,o,
r PlanCheck g65pethour
c Requested Iaspection: g65xuving space - space within a dwelling unit intended for human habitation whichcooking' bathing' washing, recreation, and saaitation puq)oses. An unfinished n,".1?-llit^"31,Y be,utitized-f9r sleeping eating,
cooking' bathing, washins, ..o."tioo, i''J ;;,til;;::3iT::'ffiXi}T:1.:Z:::sonablv bertlized ror sreepins eati
n a A _ ,
uuuulusu Dasement $ considered part of the U"l"g ,1u...
Signatue of Contractor @zrlcense number & exp. date Date
Rigby Buirding Department 15g w, FremontAve. phone: 20s.745,g111ext. 1g Fu:20g.745.7111
OWNER'S NAME
Buifding Deparfment
Cffy of Rtgby
bmpa:ui*
Per.init#
PROPERIY AOON.CSS
SUBDIWSIoN I,IzJ+
PHASE ro_+ LoT__ZjL2_ BLocK
It}
Reguited!!!
Phrmbing Con tractot's Name
Contr:actor
Plumbing:
s)J€Busirress No*. Hold:lrot pluynbin 6r, L..L(
: n"*"."ii0,-oor_oroo,ooo,ffi;,:,1ri^.#:lJlr^^rg
1__o.u..$100,001 ))ru x0.01) + $260 = $R_ESIDENTIAL (rJorar cost of systern _ 100,000) * O.OifS; * gi,ro6 = n
I{,i,:rt::{l:";;::;1y"3^y;ry;;gry,;1** atr but'ldnss u4trt v,iritrg being co,,st^,ctect o' each prcpetq..n Up to 1,5@ sq ft _ gl30n 2,501to 3,500 sq ft - $zeo o J,501 to 2,500 sq fr _ $195o over 4,500 sq rt $325 phrs 965 for eacrr additionar 1,000 sq ,. * *lnor,rf:::rli:Trf ft;iiL")",
o Duplex Aparbnena$i60Lr uuplex Apartrnent $260 r.
o
ftiff
* rnore rnult-i-family mits: $130 pet building ptus g65 per urit: ($t30 x # of b**ffi
: iH trjtT,;,q;,'i.:ii!;'** rso' irs.'o'. o ii'C*",J,r *
: i-a1n SprinkterVBu.f,nt>* Device: g65
: #.:ffiLf":'3r1"ffi1,fr.Y*'f ""*=s:-g65 rot server ancr water sh,b co'nections
sewer &,
*tti.rr.tor'i, greater omestic vater supply syst€m: Sos f*'";'iu lr.r sprinkler heacl,
- ;_ ffi 3ffi ntf;: "s".to^ter Line og65 servcr & water- if i'spected ar drc sa're timenal sceria:.ii'5'i;"t t'"*d un d cr nou se (cl a n g" f..; ;;;; ; ;t ;;
0 plan Check: $65 per hour
o Technical Service: $65 per houro Gas Line:965
o Water Ffeater Replacemenr: $65o Requested Inspecrion: $65., Hydro'ic Heating: $65 + ($10 x # of rna'ifolds,/zo'es)
+Livirrg s'acc - spacc rvitrrio a drveti'g unit intcndccr ror rrunra' habitation rvhich.,n. *nT*;'*' rccrcadon'iliil;;ffi;l'*o,".. .,ru uunni,h",ibr."r?,ffi'."#iy".o;,;ry:1,ft:H|J:i;n:*,
(. .t , | 1.,'\ t'
!tr? ( tijrl
r_rcense nrrmber & Exp. date
a"/z e/lz
Date
i.JiI,'yl
Rigby Buifding Department 1SB W. FrernontA*
BuiHing Deporlmenl
Cily of Rigby
OWNER'S NAME
PROPERTY ADDRESS
SUBDIVISION ATI Permit#
PFIASE
Regatued!!!Mechanical
(C9JI{MERCIAL/INDUSTRIAL) Totat cost,,r,n,,,-*,-
?.:3,*:!: :: "1 .yX* *,ana ryad,ss oJ ne paty *;;:::+Yf^'::S:::y (contracte{ amo uno s SI@ PY|*t;*:::*ffi ::Xlg'V95,,;;;:;;+';tr:t:,"##,!#,::;i:i,ff;:r;m#_,-' rr,:,,,: f y,g^, - E _ ; ; ;;;,b *" ; tr ffi ,tr Up to $io,ooo
: ;5#^:;"ifi:* _ $roo,ooo,ffi rr rl!?;?^D flmr rtlnfi nnrtr Over 9100,001 l@.boifi$z?o=rRESIDENTIALfft"t t.".t "r;t * _toij.o6) *o.o6sy lJi" = ,
il::::i'gf #.!k{#.;,!fftua's il buildings widr wiring bingconst'cted on erch prcpny.n Up to 1,500 sq ft _ g13O
: 2,501 to 3,500 sq ft _ $ZOO " 1,191 to J500 sq ft _ g1e5tr over 4'500 rq n $:zs plus g65 for each additional 1,000 sq o. - n"i""''j0t
to t500 rq t - g:zs
($325 + 6965 *t*w: MultiFamilf Dwetting TCoo frecnrs 3;;)o Duplex npartrnent gZCO
" ftff
o. *or. mutti-auty unlts: g130 per builrring plus g65 per unix @ ofD
,T::.?l?"1':ltl"T;1i:Ht xffiTrffi:::*::"^::T::".r De.,ached Shop: g65 fee p,us g10per**F*ACequipmentr""s*'ffip;#fr'"HT::#$"?ff-":r1;Tr"lt*H:
MISCELLANEOUS
a plan Checlc g65 per hour
o Technical Service g65 perhourn Gas Line: $65
u Water Heater Replacemene $65o Requestedlnspecdon:g65
n Fireplace/SolidFuelBumingAppfiance: g65perinspection
+Living Space - space q/ithin a dwelling 'nit intended for h.man ha'itation vrhichruHnH;r.truml**;-ft sf.#d#$5'#.x*r,m*I#,;*:',';:lg_-ff:"T',
re of 5->a-tz
Date
tL-L-au
Qinhv Rrrilrlinn f)onrrfman, 1qA W Framnnl AVa Phnna. )nR7/rE,A1l1 avt ie Fay. 2n|7,ta7111
158 W Fremont
Rigby, tD 83442
www. rigby.govoff ice. com
1,.
** *i business be doing any type of
t,,o,nq Deporrment
City of Rigby
Phone:20A.745.81 t t
Fax:2A9.745.7t I t
Business Application euestionnaire(For the Duroose of wastewater petnrittins)
^6\
Type of business ot establishment?
aJ.
4.
5.
5.
STill the faciltty have food disposal systems? lrlz,
Are you a business pranning to occupy an existing bu'ding? Ar)or, are you designing a new faciliw? e '-y,
Will your business have chemical srorage? yes _% Xo VD _
Will this facilrty operate year round? )les V,6 No
will there be anv Erease traDs or s'mos at the faciriw? yes
will there be any tlpes of chemicals used at this facirity, orher than householdcleaning solutions? yes -,+(r:\
11' Is there any manufacturing of products at this facility? yes _ /tGD
food prep araion or cooking?
Will there be any deep fat fiying? yes N"Y
.7
8.
9.
10.
ltvttru f .. JA / L
Date
food prepatatjonor cooking will be done?
Applicant Signature
Routing:
12 0026s
Beloved Ctothing Store - Rigby
06/12/2012
Bret stoddard (Please review by Thursday, June 14)
Please complete the following:
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Review Plans
Enter Notes for the applicant under Submiuals
Update status in the Approvals tab
Return building plan to Amanda Saurey
Please indicate time spent in hrs/min reviewing the plans: 7 -
Notes: ?*xu"g^fr$-[
t2 00265
Beloved Clothing Store - Rigby
Routing: Building Review
Jon Berry (Please review by Monday, June I I )
Please complete the following:
n Review Plans
Red Line Notes? (Transfer notes to both job site copy & office copy)
Enter Notes for the applicant under Submittals
Update status in the Approvals tab
Return building plans and this checklist to Amanda saurev
06/0s/2012
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Notes:
12 0026s
Beloved Clothing Store - Rigby
Routing:
Dofe
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{
{
oo{ NA
MN Bret Stoddard (Please review by Thursday, June 7)
Please complete the following:
NA
I Review Plans
n Enter Notes for the applicant under Submittals
n Update status in the Approvals tab
I Return building plan to Amanda Saurey
Please indicate time spent in hrs/min reviewing the plans: ?
06/0s/2012
@
Notes:1?^h,u,NP11,,t,Nbt.
t2 0026s
Beloved Clothing Store - Rigby
Routing:
Don Allen (Please review by Monday, June l l)
Please complete the following:
NA
n Review Plans
r Enter Notes for the applicant under Submittals
X Update status in the Approvals tab
I Return building plan to Amanda Saurey
06t0s/2012
@
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Please indicate time spent in hrs/min reviewing the plans: {u
Notes:
COMcheck Software Version 3.9.i
2009 lEcc
Section 1: Project Information
Project Type: New Construction
Project Title :A & O Buitding
Construction Site:
Section 2: General Information
Building Location (for weather data):
Climate Zone:
Designer/Contractor:
High Point Companies
83401
Envelope Compliance Certificate
12 00265
Clothing Store, RigbY
Office Copy
Owner/Agent:
ldaho Falls, ldaho
6b
BuildingTypeforEnvelopeRequirements: Non-Residential
Vertical Glazing / Watl Area Pct.: 60/o
Activity Type(s) Floor Area
Retail 2640
Section 3: Requirements Checklist
Climate-Specific Requirements:
Component Name/Descrlption Gross Cavity
Area or R-Value
Perimeter
Cont. Proposed Budget
R-Value U-Factor U-Factorlay
Roof 1: lnsulation Entirely Above Deck
Exterior Wall 1: Wood-Framed,24" o .c.
Window 1: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 0.35
Door 1: Insulated Metal, Swinging
Floor 1: Slab-On-Grade:Unheated, Horizontal with vertical 2 ft.
2640
2496
162
63
208
19.0
49.0
nn
;
0.020
0.065
0.350
0.210
0.048
0.051
0.350
o.t::
(a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements.
Air Leakage, component certification, and vapor Retarder Requirements:
0 1' All ioints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping material installed in accordancewith the manufacturer,s installation instructions.
g 2. Windows, doors, and skylights certified as meeting leakage requirements.
p 3. Component R-values & U-factors labeled as certified.
g 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
g 5. 'othe/ components have supporting documentation for proposed U-Factors.
g 6' Insulation installed according to manufacture/s instructions, in substantial contact with the surface being insulated, and in a manner thatachieves the rated R-value without compressing the insulation.
g 7' Stair' elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorizeddampers.
g 8. Cargo doors and loading dock doors are weather sealed.
g 9. Recessed lighting fixtures installed in the building envelope are Type lc rated as meeting ASTM E2g3, are seated with gasket or caulk.g l0.Building entrance doors have a vestibule equipped with self-closing devices.Exceptions:
E Building entrances with revolving doors.
Project Title: A & O Building
Data filename: C:\Users\user\Documents\COMcheck\A&O Building Comcheck.cck
Report date: 05131112
Page 1 of8
fl Doors not intended to be used as a building entrance.
I Doors that open directly from a space less than 3000 sq. ft. in area.
D Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors.
B Doors opening directly from a sleeping/dwelling unit.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications
and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2009 IECC
requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist.
rL/-a- cil/,il1 S/at,/aa za-
Signature
Project Title: A & O Building
Data lilename: ClUsers\user\Documents\COMcheck\A&O Building Comcheck.cck
Daie
Report date: 05131112
Page 2 of 8
COMcheck Software Version 3.g.1
Designer/Contractor:
High Point Companies
83401
Building Location (for weather data):
Climate Zone:
ldaho Falls, ldaho
6b
Section 3: Mechanical Systems List
Mechanical Compliance Gertificate
2009 tEcc
Section 1: Project Information
Project Type: New Gonstruction
Project Title :A & O Buitding
Construction Site:Owner/Agent:
Section 2: General Information
Quantity System Tyoe & Description
1 HVAC System I (Singte Zone) :
Heating: 1 each - Central Furnace, Gas, Capacity = 69 kBtu/h, Efficiency = 95.00% EtCooling: 1 each - Split System, Capacity = 36 kBiu/h, Efficiency = 13.00 SEER, Air-Cooted Condenser1 Water Heater 1: Gas Storage Water Heater, Capacity: 50 gallons, Input Rating: 40 Btu/h, Efficiency: s0.00 EF
Section 4: Requirements Checklist
Requirements Specific To: HVAC System 1 :
g 1' Equipment minimum efficiency: central Furnace (Gas): go.oo % Et (or 7g% AFUE)g 2. Equipment minimum efficiency: Split System: 13.00 SEER
Requirements Specific To: Water Heater 1 :
g 1' water heating equipment meets minimum efficiency requirements: Gas storage water Heater efficiency: o.5g EFg 2. First 8 ft of outlet piping is insulated
g 3' Hot water storage temperature controls that allow setpoint of 90"F for non-dwelling units and 110.F for clwelling units.p 4. Heat traps provided on inlet and outlet of storage tanks
Generic Requirements: Must be met by all systems to which the requirement is appticable:
g 1. flant equipment and system capacity no greater than needed to meet roadsException(s):
tr Standby equipment automatically off when primary system is operating
tr Multiple units controiled to sequence operation as a function of road
g 2. Minimum one temperature control device per system
g 3' Minimum one humidity control device per installed humidification/dehumidification systemp 4. Load calculations per ASHRAE/ACCA Standard 1g3.
g 5' automatic controls: Setback to 55'F (heat) and 85'F (cool); 7-day clock, 2-hour occupant override, 1o-hour backupException(s):
O Continuously operating zones
D 2 kW demand or less, submit calculations
g 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum
D 7. l-! supply and return air duct insulation in unconditioned spacesR-8 supply and return air duct insulation outside the buildingR-8 insulation between ducts and the building exterior when ducts are part of a building assemblyException(s):
Project Title: A & O Building
Data filename: c:\Users\user\Documents\coMcheck\A&o Buirding comcheck.cck
Report date: 05131112
Page 3 of 8
A Ducts located within equipment
D Ducts with interior and exterior temperature difference not exceeding 15"F.
p 8. Mechanical fasteners and sealants used to @nnect ducts and air distribution equipment
E 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 1818 tapes and masticsException(s):
D Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classifi cation
g 10. Hot water pipe insulation: 1.5 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in.
Chilled water/refrigeranVbrine pipe insulation: 1 .5 in. for pipes <=1.5 in. and 1 .5 in. for pipes >1.5 in.Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in.Exception(s):
tr Piping within HVAC equipment.
tr Fluid temperatures between 55 and 105.F.
tr Fluid not heated or cooled with renewable energy.
tr Piping within room fan-coil (with AHR|440 rating) and unit ventilators (with AHR|840 rating).
tr Runouts <4 ft in length.
g l l.Operation and maintenance manual provided to building owner
g l2.Thermostatic controls have 5"F deadband
Exception(s):
O Thermostats requiring manual changeover between heating and cooling
tr Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authorityhaving jurisdiction.
g 13.Balancing devices provided in accordance with IMC (2006) 603.17
g 'l4.Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 ft2 in spaces >500 ft2) and served bysystems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoorairflow greater than 3000 cfm.
Exception(s):
tr Systems with heat recovery.
D Multiple-zone systems without DDC of individual zones communicating with a central control panel.
tr Systems with a design outdoor airflow less than 1200 cfm.
D Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm.
g 15.Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openingsException(s):
tr Gravity dampers acceptable in buildings <3 stories
tr Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlockedwith fan
g lo.Automatic controls lor freeze protection systems present
E 17. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exemptedException(s):
tr Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Codeprohibits the use of energy recovery systems.
tr Systems serving spaces that are heated and not cooled to less than 60"F.
D Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy.
tr Heating systems in climates with less than 3600 HDD.
tr Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64"F.
tr Systems requiring dehumidification that employ energy recovery in series with the cooling coil.
tr Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup airvolume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements:a) at least 75 percent of exhaust flow rate, b) heated to no more than 2"F below room setpoint temperature, c) cooled to no lowerthan 3'F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling.
Section 5: Compliance Statement
Compliance Statement: The proposed mechanical design represented in this document is consistent with the buitding plans, specifications
and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2OO9 IECC
requirements in COMcheckVersion 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist.
Project Title: A & O Buitding
Data filename: c:\users\user\Documents\coMchecklA&o Building comcheck.cck Report date: OSl31l12
Page 4 of 8
Name - Title Signature
Section 6: Post Construction Compliance Statement
tr HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment
provided to the owner.
tr HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor.
tr Wriften HVAC balancing and operations report provided to the owner.
The above post construction requirements have been completed.
Principal Mechanical Designer-Name Signature
Project Title: A & O Buitding
Data fi lename: clUsers\user\Documents\coMcheck\A&o Building comcheck.cck Report date: OSl31l12
Page 5 of I
COMcheck Software Version 3.9.1
Mechanical Requirements
Description
2009 lEcc
The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance
Certificate.
Requirements Specific To: HVAC System 1 :
1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1
Central Furnace (Gas): 80.00 % Et (or 78% AFUE)
2. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1
Code and must meet the following minimum efficiency:
Code and must meet the following minimum efficiency:
Split System: 13.00 SEER
Requirements Specific To: Water Heater 1 :
1. Water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the following
miniumum efficiency: Gas Storage Water Heater efficiency: 0.58 EF
2. Insulation must be provided for the first I ft of outlet piping for a constant temperature nonrecirculating storage system and for the inlet
pipe between the storage tiank and a heat trap in a storage system.
3. Service water-heating equipment shall be provided with controls to allow a setpoint of 110"F for equipment serving dwelling units and
90"F for equipment serving non-dwelling units. Lavatory outlet temperatures shall be limited to 110"F.
4. Heat traps must be provided on inlet and outlet vertical pipe risers serving storage water heaters and storage tanks not having integral
heat traps and serving a nonrecirculating system.
Heat traps must be installed as close as practical to the storage tank. Acceptable heat traps are either
a) a device specifically designed for the purpose or
b) an arrangement of tubing that forms a loop of 360"F, or
c) piping that from the point of connection to the water heater (inlet or outlet) includes a length of piping directed downwards before
connection to the vertical piping of the supply water or hot water distribution system.
Generic Requirements: Must be met by all systems to which the requirement is applicable:
1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing
both heating and cooling must satisff this provision for one function with the capacity for the other function as small as possible, within
available equipment options.
Exception(s):
- The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be
automatically controlled to be off when the primary equipment and/or system is operating.
- Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they 9re provided
with controls to sequence operation of the units as the load increases or decreases.
2. Each heating or cooling system serving a single zone must have its own temperature control device.
3. Each humidification system must have its own humidity control device.
4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or
an approved equivalent calculation procedure.
5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:
a) capable of setting back temperature to 55'F during heating and setting up to 85"F during cooling,
b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules,
c) have an accessible 2-hour occupant override,
d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power.
Exception(s):
- A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously.
- A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less.
6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. lf the ventilation system
is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air
flow to the minimum required levels.
7. Air ducts must be insulated to the following levels:
a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated
with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.
b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.
c) When ducts are located within exterior components (e.9., floors or roofs), minimum R-8 insulation is required only between the duct
and the building exterior.
Project Title: A & O Building
Data fi lename: C:\Users\useADocuments\COMcheck\A&O Building Comcheck.cck
Report date: OSl31l'12
Page 6 of 8
Exception(s):
- Duct insulation is not required on ducts located within equipment.
- Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum doesnot exceed 15"F.
8. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment,
including multiple-zone terminal units.
9. All joints' longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanicalfasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes, Tapes and mastics must be listed and labeled inaccordance with UL 181A and shall be marked'181A-P'for pressure sensitive trape, '181A-M'for mastic or,181A-H,for heat-sensitivetape' Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with uL lgl B and shall be marked'181B-FX'for pressure-sensitive tape or'181B-M'for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts.Exception(s):
' Continuously welded and locking-type longitudinaljoints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification.
10. All pipes serving space-conditioning systems must be insulated as follows:
Hot water piping for heating systems:
1 'll2in. for pipes <=1 112-in. nominal diameter.
2in.Ior pipes >'l 1/2-in. nominal diameter.
Chilled water, refrigerant, and brine piping systems:
1 1l2in. insulation for pipes <=1 112-in. nominal diameter,
1 112in. insulation for pipes >1 112-in. nominal diameter.
Steam piping:
1 1l2in. insulation forpipes <=1 112-in. nominal diameter,
3 in. insulation for pipes >1 112-in. nominal diameter.
Exception(s):
- Pipe insulation is not required for factory-installed piping within HVAC equipment.
- Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55"F and 105"F.
- Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels orelectric power.
- Piping within room fan-coil (with AHR|440 rating) and unit ventilators (with AHR|840 rating).
- Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVACcoil.
1 1. Operation and maintenance documentation must be provided to the owner that includes at least the following information:
a) equipment capacity (input and output) and required maintenance actions
b) equipment operation and maintenance manuals
c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence
descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital
control systems, in programming comments
d) complete narrative of how each system is intended to operate.
12. Thermostats controlling both heating and cooling must be capable of maintaining a 5'F deadband (a range of temperature where noheating or cooling is provided).
Exception(s):
- Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling.
- Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authorityhaving jurisdiction.
13. Balancing devices provided in accordance with IMC (2006) 603.17.
14. Demandcontrolventilation(DCV)requiredforhighdesignoccupancyareas(>40person/1000ft2inspaces>500ft2)andservedby
systems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor
airflow greater than 3000 cfm.
Exception(s):
- Systems with heat recovery.
- Multiple-zone systems without DDC of individual zones communicating with a central control panel.
- Systems with a design outdoor airflow less than 1200 cfm.
- Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm.15. outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served arenot in use' Dampers must be capable of automatically shutting off during preoccupancy building warm-up, cool-down, and setback,except when ventilation reduces energy costs (e.9., night purge) or when ventilation must be supplied to meet code requirements. Bothoutdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 clmltt2 at 1.0 in w.g. when tested in accordancewith AMCA Standard 500.
Exception(s):
Project Title: A & O Buitding
Data filename: C:\Users\user\Documents\COMcheck\A&O Building Comcheck.cck Report date: 05131112
Page 7 of 8
16.
17.
- Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height.
- systems with a design outside air intake or exhaust capacity of 300 cfm (140 us) or less that are equipped with motor operateddampers that open and close when the unit is energized and de-energized, respectively.
All freeze protection systems' including self-regulating heat tracing, must include automatic @ntrols capable of shutting off thesystems when outside air temperatures are above 40"F or when the conditions of the protected fluid will prevent freezing. Snow- andice-melting systems must include automatic controls capable of shutting ofi the systems when the pavement temperature is above50"F and no precipitation is falling, and an automatic or manual control that witl allow shutoff when the outdoor temperature is above40'F.
lndividual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greaterof the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness. Where cooling with outdoor airis required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air.Exception(s):
- Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical code prohibitsthe use of energy recovery systems.
' Systems serving spaces that are heated and not cooled to less than 60.F.
' Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy.
- Heating systems in climates with less than 3600 HDD.
' Cooling systems in climates with a 1 percent cooling design wet-bulb temperalure less than 64"F.
' Systems requiring dehumidification that employ energy recovery in series with the cooling coil..
' Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup airvolume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a)at least 75 percent of exhaust flow rate, b) heated to no more than 2'F below room setpoint temperature, c) cooled to no lower than3"F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling.
Project Title: A & O Building
Data filename: C:\Users\user\Documents\COMcheck\A&O Building Comcheck.ccx
Report date: OSl31l12
Page 8 of 8
Scals = 1:76.7
rY
6.00 F 2
,'--'=----
$a
a--/
\
\.7/r
LOADING (psf)
TCLL 35.0
TCDL 7.O
BCLL O.O
BCDL 7.0
SPAC|NG 2-0-0
Plates Increase 1.15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lRC2006/TP12002
PLATES GRIP
Mll20 220/195
Weight:227 lb FT =20%
LUMBER
TOP CHORD 2 X 4 DF 18OOF 1.6E
BOTCHORD 2X4DF 18OOF 1.6E
WEBS 2X4 DF 1800F 1.6E'Except'
W4:2X4 DF Stud/Std
WEDGE
Left: 2 X 8 DF SS, Right: 2 X8 DF SS
REACTIONS (lb/size) 8=2602/0-5-8 (min. 0-2-121,H=26O2|O-5-8 (min. 0-2-12)
Max Horz B=1 75(LC 5)
BRACING
TOP CHORD Sheathed or 2-6-0 oc ourlins.
BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing.
MiTek recommends that Stabilizers and reouired cross
be installed during truss erection, in accordance with Stabilizer
Max UpliflB=-S7l(LC 5), H=-571(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=.4644t814,C-D=-4407t862,D-E=-3475n29,E-F=-3475t729,F-c=-4407/862,
c-H=-4644/81 5
BOT CHORD B-M=-74914002, M-N=-s18/3324, N-O=-s18/3324, L-O=-518/3324, L-p=-258/2515,
P-Q=-25812515, K-Q=-258l2515, K-R=-395i3324, R-S=-395/3324, J-S=-395/3324,
H-J=-574/4002
wEBS E-K=-308/1303, F-K=-932t387, F-J*-210l811, c-J=-479t262, E-L=-308/1303, D-L=-932l387,
D-M=-21 0/8 1 1, C-M=-475t262
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2pst; BCDL=4.2psl; h=25ft: Cat. ll; Exp C;enclosed; MWFRS (low+ise) gable end zone; canlilever
lett and right exposed ; Lumber DOL=1.33 plate grip DOL=1 .33
3) This truss has been designed for a 1 0.0 pst bottom chord live load nonconcurrent with any other live loads.
4) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0pst.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at loint(s) except (jt=lb) 8=571,
H-R7I
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.1 1 .1 and R802.10.2 and referenced
standard ANSI/TPl 1.
LOADCASE(S) Standard
DEFL in (loc) l/defl Ud
Vert(LL) -0.51 L-M >999 360
Vert(TL) -0.78 K-L >672 240
Horz(TL) 0.24 H n/a nla
Wind(LL) 0.17 L >999 240
Scale = 1:76.7
6.00 F2
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2006/TP12002
LOADING (psl)
TCLL 3s.0
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2X 4 DF 18OOF 1.6E
BOT CHORD 2X 4 DF 18OOF 1.6E
OTHERS 2X4DFStud/Std
WEDGE
Left: 2 X 4 DF Stud/Std, Right: 2 X 4 DF Srud/Srd
REACTIONS All bearings 44-0-0.
(lb) - Max Horz B=175(LC 5)
.44-O-O
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
in (loc) l/defl Ud-0.05 AC nh 120-0.07 AC nlr 120
0.01 AB n/a nla
PLATES GRIP
Mll20 220t195
Weight:292 lb FT =20%
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BoT CHORD Rigid ceiling directly apptied or 10-0-0 oc bracing.WEBS 1 Row at midpt O-AP, N-Ae, M-AR, p-AO, e-AN
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizei
Max Uptift {!t up_lift.r_oo tb or tess ar joinr(s) AQ, AR, AT, AU, AV, AW, Ay, Az, BA, BB, Ao, AN, AL, AK, AJ, At, AG,AF, AE, AD excepr B=-103(LC 5), AB=-is7(LC 6)Max Grav All reactions 2501b or less at joint(s) Ap, Ae, AR, AT, AU, AV, AW, Ay, AZ, BA, BB, AO, AN, AL, AK, AJ,Al, AG, AF, AE, AD excepr B=379(LC t), AB.3Z3(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD L-M=-57 t264, M-N=-57l299, N-O*-57l321, O-p=-57l31 5, p-Q=-57 /278
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4-2pst; h=25fr; Cat. il: Exp C; enctosed; MWFRS (tow-rise) gabte end zone; cantileverleft and right exposed ; Lumber DOL-1.33 plate grip DOL=I.33
3) _Truss designed for wind loads in the plane of the_truss only. Flr studs exposed to wind (normal to the face), see Standard Industry
9able End Details as applicable, or consult qualified building designer as per ANSI/Tpl l.4) All plates arc 2x4 Mll2O unless otherwise indicated.
5) Gable requires continuous bottom chord bearino.6) Gable studs spaced at 2-0-0 oc.
7) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads.8) ' This truss has been designed for a live load ot 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.
9) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 1oO tb uplift at .ioint(s) AO, AR, AT, AU, AV,A!V, AY, AZ, BA, BB, AO, AN, AL, AK, AJ, At, AG, AF, AE, AD excepr (ir=tb) B=103, AB=147.10) This truss is designed in accordance with the 2006 International Residentiil Code sections R502.1 1 .1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
Scale = 1:73.36.00 nz
,raot'
B-;
'.\$
Y'r/
*** Design Problems ***
REVIEW REQUIRED
Max xceeded: l-J
LOAoING (psf)
TCLL 3s.0
TCDL 7.0
BCLL O,OBCDL 7.0
BOT CHORD
WEBS
NOTES
SPACTNG 2-0-0
Plates Increase 1..l5
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2006/TP12002
DEFL in
Vert(LL) -0.85
Vert(TL) -1.33
Horz(TL) 0.15
Wind(LL) 0.11
Ud
360
240
nla
240
(loc)
t-Jt-J
u
t-J
l/dell
>562
>JCY
>999
PLATES GRIP
Mll20 220t195
Weight:216lb FT = 20%
LUMBEB
TOP CHORD 2X 4 DF 18OOF 1.6EBOT CHORD 2X4OF 1800F 1.6E'Except.
8,4:2X4DF 24OOF z.OE
WEBS 2X4DF 1800F 1.6E .Excepr.
W7,W8:2X4DFStud/Srd
REACTIONS (lb/size) L=2543/0j;8 (min. O-2-1 1), c=2305/O-5-8 (min. 0_2_S)Max Horz L=-198(LC 6)Max UplitlL=-601(LC s), c=-538(LC 6)
I9F^q9^-(l!) - !tq1. Qomp.{ia1. Ten. - A| forces 250 (tb) or tess except when shown.TOP CHORD A-B=-274/598, B-C=-2688/500, C-O=-Z:StiZtSqO, O-e=-ie+stsrs, E-F=-36627731,F_c=_4031t745
l-!=-4-0.51900r( L=-316/1550, K-M=-321/2275,J-M=_s21t2275,J_N=-3197271s,N-O=-310/2718, t-O=-310/2718, G-t=-5137345U
B-K=-421801'c-J=-5721234' D-J=-26411357, E-J=-1089/387, E-r=-135/852, F-l=-4a3/262,B-L=-39491779
BRACING
TOP CHORD Sheathed or 3-0- 1 oc Durtins.
.BOI^CHORD Rigid ceiting directty apptied or 2-2-0 oc bracing.WEBS 1 Row ar midpr C-J, E-J, B-L
1) Unbalanced roof live loads have been considered for this desion.2) Wind: ASCE 7-05; 90mph; TCDL=4.2pst; BCDL=4-2psf; h=25ft; Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gabte end zone; cantiteverleJt and right exposed ; Lumber DOL=1.03 plate grip DOL=1.333) Tlris.truss has been designed for a 'r 0.0 psf bottom chord live load nonconcurrent with any olher live loads.4) - This truss has.been.designed for a live load of 2o.opsf on the bottom chord in ait areai ivnere a rectangle 3-6-0 rall by 2-0-0 wide will fitbetween the bottom chord and any other members, with BCDL = 7.Opsf.5) Provide mechanical connection (by others) of truss to bearing plate iapable ol withstanding 100 lb uptift at joint(s) except Ut=tb) L=601,G=538.
6) This lruss-is degigned in accordance with the 2006 International Residential code sections R502.1 1.1 and R802..1 0.2 and referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
--]ru=smd
112-010063 lut lvnr_uv
3-41
6.00 F2
-t"'t' -
-tt"'
Scale:1"=1'
LOADING (psf)
TCLL 35.0
TCDL 7 "OBCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2 X 4 DF Stud/Std
BOT CHORD 2 X4 DF Stud/Std
OTHERS 2X4DFStud/Std
csl
TC 0.44
BC 0.16
wB 0.04
(Matrix)
PLATES GRIP
Mll20 220t195
Weight:19lb FT =20Y"
ek recommends that
be installed during truss erection, in accordance with StabilizeiInstallation
BRACING
TOP CHORD Sheathed or 6-0-0 oc ourtins.
BOT CHORD Rigid ceiling directty applied or't0-0-0 oc bracing.
REAcrloNs (lb/size) A=139/6€-2 (min.0-1-8), c=139/6-8-2 (min.0-1-8), D=254/6-g-2 (min.0-1-8)
Max Hotz A=-18(LC 3)
Max UpliftA=-41(LC 5), c=-44(Lc 6), D=-32(Lc s)
FORCES (lb) - Max. Comp./Max. Ten. - Atl forces 250 (lb) or tess except when shown.
NOTES
1 ) Unbalanced root live loads have been considered for this desion.2) Wind: ASCE 7-05;90mph; TCDL=4.2psf; BCDL=4.2psf; h=25fi; Cat. ll; Exp C; enctosed; MWFRS (low-rise) gable end zone; cantiteverleft and right exposed ; Lumber DOL=1.33 ptate grip DOL=1 .33
3) Gable requires continuous boftom chord bearing.4) This. truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.5)'This truss has beendesigned for a live load of 20.0psf on the bottom chord in all areas where a rectangle 9-6-0 tall by 2-o-0 wide will titbetween the bonom chord and any other members.
6) Provide mechanical connection (by others) ol truss to bearing plate capable of withstanding 100 lb uplift at ioint(s) A, C, D.7) This truss is designed in accordance with the 2006 Internationil Residentiat code sections'Rso2.1 1:1 and hsob..to.e iia referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
DEFL in (loc) l/deft UdVert(LL) nla - nla 999
Vert(TL) nla nla 999
Horz(TL) 0.00 C nla nla
Scale = 1:39.1
LoADING (psf)
I ULL J3.U
TCDL 7.0
BCLL O.O
BCDL 7.0
LUMBER
TOP CHORD 2X4DF 18OOF 1.6E
BOT CHORD 2X 4 DF 18OOF 1.6E
WEBS 2X4DFStud/Std
OTHERS 2X4DFStud/Std"Except'
ST2:2 X 4 DF 1800F 1.6E
REACTIONS All bearings 12-11-0.
(lb) - Max Horz L=79(LC 5)
csl
TC 0.82
BC o.17wB 0.17
(Matrix)
BRACING
TOP CHOHD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD. Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midDt D-J
MaxUplitt Allupliftl00lborlessattoint(s)exceptL=-185(LC6),H=-184(LC5),K=-179(LC5),
Max Grav All reactions 250 lb or less at joinr(s) except L=354(LC 9), H=354(LC 1 0), J=61 4(LCt=41s(LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All torces 250 (lb) or less except when shown.
TOP CHORD B-L=-317l158, F-H=-317l158
WEBS D-J=-390/15
NOTES
t=-178(LC 6)
r ), K=41 5(LC s),
'1) Unbalanced rool live loads have been considered tor this design.2) Wnd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft'Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gable end zone; cantiteverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed tor a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.5) ' This truss has been designed for a live load ol 20.0pst on the botlom chord in all areas where a rectangle 3-6-0 tall by 2-O-0 wide will fitbetween the bottom chord and any other members, with BCDL = 7.0psf.6) Provide mechanical connection (by others) of lruss to bearing plate capable of withstanding 1 85 lb uplift at ioint L, 1 84 lb uplift at ioint H,179 lb uplift at joint K and 178 lb uplift at.ioint L
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAOCASE(S) Standard
DEFL in (loc) l/defl Ud
Vert(LL) -0.09 F-G nh 120
Vert(TL) -0.12 F-G nlr 120
Horz(TL) 0.00 H n/a nla
ek recommends that Stabilizers and reouired cross
be installed during truss erection, in accordance with Stabilizer
Scale = 1:34.9
D
"i,
-t--
6.00 nz
B -tt:
LK JI12_.t1-0
1Z-lTn-
H
LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.0
SPAC|NG 2-O-0
Plates Increase 1 .15
Lumber Increase 1.1SRep Stress Incr YES
Code lRC2006/TP12002
csl
TC 0.74
BC 0.14
wB 0.24
(Matrix)
PLATES
Mil20
GRIP
220t195
Weight:78 lb FT =20"/"
LUMBER
TOP CHORD 2X4DF ISOOF 1.6EBOT CHORD 2X40F 1800F 1.6EWEBS 2X4DFStud/Srd
OTHERS 2X4DFStud/Std,Exceor.
ST2:2 X 4 DF 1800F 1.6E
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6-0-0 oc purlins, except end verticals.Rigid ceiling directty applied or 6-0-b oc bracing.
REACTIONS All bearings 12-11-0.
(lb) - Max Horz L=79(LC 5)
Max Uplift 4!l ue]1 100 !.b-gr.lessat joint(s) excepr L=-160(Lc6), H=-160(Lc 5), K=-160(LC 5), t=-160(LC 6)Max Grav Al reacrions 250 tb or tes! at joinr(s) 6xcepr l=sso1t'C a), H=g'so(LC 1 ol, l=iir gtrc i l, k=,iie"ti6 gf ,t=418(LC 10)
I9l*9^_!!) - Max. Comp./Max..Ten. - A[ forces 250 (tb) or tess excepl when shown.TOP CHORD B-L=-3127163, F-H=-grenogWEBS D-J=-39546
NOTES
1) Unbalanced roof live loads have been considered for this design.2) wind: ASCE 7-05; 90mph; TcDL=4.2psf; BcDL=4.2psf; h=25fi; cat. ll; Exp c; enclosed; MWFRS (tow-rise) gabte end zone; cantitever-. t9ft ?nd right exposed ; Lumber DOL=].33 ptate grip DOL=1,333) Gable requires continuous bottom chord bearinol '
il ll':,lt*.t^l?.^!:9i_d?t-i9,!9d for a 10.0 pst bofom chord live load nonconcurrenr with any orher tive toads.5) - I nrs russ has been designed for a.live load of 20.0psf on the bottom chord in all areas rlhere a rectangle 9-6-0 tall by 2-o-o wide will lilbetween the bottom chord and any other members, wittr SCOI_ = 7.0psf.6) Provide mechanical conneclion (by others) o, truss to bearing plate 6apable of withstanding 1 60 tb uplift at ioinr L, 160 lb uptift at .ioint H,, 199 lb uplift at joinr K and |60 tb uptift ar joinr t.7) This truss.is designed in accordance witli the 2006 International Residential code sections R502.1 1 .1 and R802.1 0.2 and referencedstandard ANSI/TPl 1.
LOADCASE(S) Standard
DEFL in (toc) t/defl UdVert(LL) -0.09 F-G nh 1ZOVert(TL) -0.12 F-c nh 1ZOHorz(TL) 0.00 H n/a ila
and required crossbe installed during truss erection, in accordance with Stabilizei
S€le = l:34.9
A(
L J
12-11-0
LoADING (psf)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2X4DF 18OOF 1.6E
BOT CHORD 2X 4 DF 18OOF 1.6E
WEBS 2X4DFStud/Std
OTHERS 2X4DFStud/Std'Exceot'
ST2:2X4 DF 1800F 1.6E
csl
TC 0.74
BC 0.14
wB 0.24
(Matrix)
PLATES GRIP
Mlt20 220t195
Weight:78 b Ff =20Y"
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
]
be installed during truss erection, in accordance with Stabilizer IInstallation guide. I
REACTONS All bearings l2-11-0.
(lb) - Max Horz L=79(LC 5)
MaxUplift All upliftl00 lborlessatjoint(s)exceptL=-160(LC6),H=-160(LC5),K=-160(LC5), 1=-160(LC6)
Max Grav All reactions 250 lb or less at joint(s) except L=350(LC 9), H=350(LC 1 0), J=61 g(LC 1 ), K=41 8(LC 9),
t=418(LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-312l163, F-H=-312/163
WEBS D-J=-395/18
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plale grip DOL=1 .33
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psl.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplilt at .ioint L, 1 60 lb uplitt at ioint H,
160 lb uplift alloint K and I60 lb uplift at joinl l.
7) This truss is designed in accordance with the 2006 International Fesidential Code sections R502.1 1 .1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOADCASE(S) Standard
DEFL in (loc) l/defl Ud
Verl(LL) -0.09 F-G nh 120
Vert(TL) -0.12 F-G nh 120
Horz(TL) 0.00 H n/a nla
Scale = 127.3
\-
B-,-tt'l';"t9
SPACING 2.0.0Plates Increase 1.1SLumber Increase 1.1S
Rep Stress Incr yES
Code lRC2006/TPt2002
OEFL
Vert(LL)
Vert(TL)
Horz(TL)
(loc) Ydefl Ud
G n/r 120
F G nlr 120
H n/a nla
tn-0.09
-0.1 1
0.00
PLATES GR|P
Mll20 220/195
Weight: 65 lb FT = z}vo
BRACING
TOP CHORD
BOT CHORD 9f'gqthe_q or 10-0-0 oc purlins, except end verticats.f{rgro cetttng dtrecily applied or 6-0_0 oc bracino.
LOADING (pst)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
LUMBER
TOP CHORD 2X 4 DF 18OOF 1.6EBOTCHORD 2X4DF l8OOF 1.6EWEBS 2X4DFStud/Sro
OTHERS 2X4DFStud/Sto
REACTIONS Alt bearings 12-1 t -0.
(lb) - Max Horz L=79(LC 5)
M:x B|j,lt Ail uptifr 100 tb or tess at joinr(s) "*.:q-!1,32!!g.l). !:-1..1tr" 6), K=_127(Lc 5), t=-125(Lc 6)
,=.orii3'?i" tuo lb or less at joint(s) except L=288(L'C s1, H=zoqr-6' r ol, r=oiojLc iJ, k11ie"(i6 t I,
I9!C^E:^ ll9) - Max. Comp./Max.. Ten. - Ail forces 250 (tb) or iess excepr when shown.TOPCHORD e-L=-zsolloa, F_H=_2997166WEBS D-J=-424/34
NOTES
1 ) Unbalanced roof live loads hav_e been considered lor this design.2) Wind: ASCE 7-05; gomph; TCDL=4.zpsi; edDl-a.ipiii-t*iS1; Car. il; Exp C;enctosed; MWFRS (tow-rise) gable end zone; canritever^, Pft.qnd right exposed I Lumber OOt_=i.Sb phte grb'D6L=i.gsJ) uaore requtres continuous bottom chord bearino.4) This truss has been desioned for a 10.0 pst uotiom chord live load nonconcurrent with any other live loads.5) . This lruss has been des-ione-dJo;" li";i;;-"i;ij il;;; th" uonom ir'oiJ in air "r""1Jrn"r" a reclangte 3-6-0 ra1 by 2-o-0 wide wi, fit_. letwgen rhe bonom chord?nd any other mJmbeis-, ilith a'iOr = 7.0psf.t) i;?,'3ifffi"i;:fi?',f:l!",'jf ?Jlh[:l"#J,!'; t" ;;;;s prate dapabre or withsrandins 132 rb uprirr ar joinr L, 1 34 rb uprifi ar ioint H,
" l,:|;J:Y;t;i,3ffi'Ened in accordance with the 2006 Internarional Residenriat code secrions 8s02.1 1 .1 and R802.1 0.2 and referenced
LOADCASE(S) Srandard
that Slabilizers and required cross
P€ instailed during truss erection, in i..oraln.L-r"iitttltiti-."i
Scale = 1:27.3
B
"i.-/'
j
fu ,-'/--'
\C''\
lul=
LOADING (psl)
TCLL 35.0
TCDL 7.0
BCLL O.O
BCDL 7.O
SPACING
Plates Increase 1.i5
Lumber Increase 1.1S
Rep Stress Incr YES
Code lRC2006/TPtz0o2
DEFL inVert(LL) -0.08
Vert(TL) -0.10
Horz(TL) 0.00
BRACING
TOP CHORD
BOT CHORD
(loc) l/dell Ud
G n/r 120
G n/r 120H nla nla
PLATES GRIP
Mll20 220/195
Weight:58 lb FT =20%
LUMBER
TOP CHORD 2X 4 DF 18OOF 1.6EBOT CHORD 2X40F 1800F 1.6E
WEBS 2X4DFStud/Srd
OTHERS 2X4OF Srud/Srd
REACTIONS Att bearings t 2-t 1 -0.
(lb) - Max Horz L=79(LC 5)
lfgathed or 10-0-0 oc purlins, except end verticals.Rigid ceiling directly applied or 6-0-0 oc bracing.
MaxUplift All uplift.l00 lb_or.lessatioinr(s)JexceprL=:13-1(Lgq),H=-136(Lc6),K=-1 1O(LC5),t=-107(LC6)Max Grav All reactions 2s0 lb or les! at joint(s) except l=zsr 1LC'sj, lr=ieiiLc ibl, .l=sibifCij, x=zbbjiii r,t=292(LC 1 )
IglC-_El_(l!) - Max. Comp./Max. Ten. - Ail torces 250 (tb) or less except when shown.TOP CHORD B-L=-2721151, F-H=-272/154WEBS D-J=-461163, C-K=-25s1125,E1=-250fi2g
NOTES
1 ) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf ; BCDL=4.2psf; h=2Si; Cat. il; Exp C; enclosed; MwFRS (tow_rise) gabte end zone; cantitever^. left and right exposed ; Lumber DOL= 1 .33 plate grip DCjL=1 .333) cable requires continuous bottom chord bdarinol '
4) Tlis.truss has been designed to{ a 10.0 psf botiom chord rive road nonconcurrent with any other rive roads.5) ' This truss has been desioned,for a.live load of 20.0psf on tne uottom cn;;J h ;il;;;;;;here a rectangte g-6-0 ta1 by 2-o-0 wide wi' firbetween the bottom chordind any other members.t)[t="ijf
,[::Tnical
connection(bvothers) ortrusstobearingplatecapabteof withsranding 100tbuptiftar joint(s) Jexcept0r=tb)L=131,
7) This truss is designed in accordance with the 2006 International Residenlial code sections R502.1 1 .1 and Rg02..l 0.2 and referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
Scale = 1:27.3
{l
o"/ --
t:
l9lo
B
,-t't--
->
LoADING (psf)
TCLL 35.0TCDL 7.0
BCLL O.O
BCDL 7.0
SPACING 2-O.O
Plates Increase 1.15
Lumber Increase 1 .1 5Rep Stress Incr YES
Code lRC2006/TP12002
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
BRACING
TOP CHORD
BOT CHORD
in (loc) l/detl Lld-0.06 G n/r 120-0.07 G n/r 1ZO
0.00 F nla nla
PLATES GRIP
Mlt20 220/195
Weight: 51 lb FT = 20ol"
LUMBER
TOP CHORD 2X 4 DF l8OOF 1,6EBOT CHORD 2 X 4 DF.t800F 1.6EOTHERS 2X4DFSrud/Sro
FEACTIONS All bearings 12-1 1-0.(lb) - Max Horz B=73(LC 5)
Sheathed or 6-0-0 oc ourlins.Rigid ceiling direclly applied or 10-0-0 oc bracing.
recommends lhat
Max Uplift Ail uplift.100 tb_or.tess.atjoint(s) t, J, H except B=_168(LC 5), F=_183(LC 6)Max Grav All reaclions 250 lb or lesi at ioint(s) except B=365(Li r l, l=ssstl-C'r l, t='sse(Lc j ), J=270(Lc 9),H=270(LC 1 0)
J_O]1C^ES (lb) - Max. Comp./Max. Ten. - Ail torces 250 (tb) or tess except when shown.WEBS D-t=-325l6s,C-J=_270t127,E_H=_270ti26
NOTES
1 ) Unbalanced roof live loads have been considered for this desion.2) wind: ASoE 7-05; 90mph; TcDL=4.2pst; BcDL=4.2pst; h=zl!; Cal. ll; Exp C; enctosed; MWFRS (tow-rise) gabte end zone; canrrtever-. 9ft qnd right exposed ; Lumber DOL=1.33 ptate grip DOL=1.333) Gable requires continuous bottom chord bdarinol '
4) Thls.truss has been designed tor a 10.0 psl botiom chord live load nonconcurrent with any other live loads.5) ' This truss has been designed for a live load of 20.0psf on the oottom cnoio in air ar""s iur'"re a rectangte g-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members.t)
B:%g:ff";llnical
connection (bv others) of truss to bearing plate capable ot wirhsranding 100 tb uplifr at joinr(s) t, J, H except (jr=tb)
7) This truss-is deetgned in accordance with the 2006 International Residential code sections R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TPI 1.
LOADCASE(S) Standard
be installed during truss erection, in accordance wilh Stabilizei
AAO Holdlngs
Structurat Galeufetlons
rhh .ngh..rhg nport b u.$d on|y for srr ermrdonodhflery berbd A Lot fit-$, Elo@lr l, lh&hr fAmpn, RtgDy,Lilrho. T}L lrport b to b. urod olfi oner rnd my not Oo'eoplrd or ngoduood rtthont th rrtbr coneoil of tElEngha.il rnd Srryryon, hrc.
Ebi
ffi6rm12
talrecf tf:
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ffiw
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7t'
looiltnmLodr
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Roof dapfirqm hcfihtb'r
k.
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tbCbe *
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4 @oncrolrS;srw{
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e.€r
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E
1500 pof ( ..unt dl
l.r lloclottd fluotrot t-
sraA art lDnt g aoRap ml rmaD
15.67 4.8E 'tt.64 {8t 14.S 16.!0
r. lle.btdPrleryor l.-
AOR' A lgta t amoc lom5,lm.4 am5
tta tt t4.t i.t +f.t t0.l
trriro l S&ln&ml ilotrr
ffb mdmrttf [Dotr b y# ct*t for lr bllu|af t t nd bcdc!
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t f v*rrf rad elrlrrySonr dafd h lL lrtorrlllr hmot, or I ofrrnjre h lt. S.ld rt *.drl$dt at dfenn ftqn lhoel d$.d h t*
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2 | S.r al my *ilpg|do! bdw.G ttr c&r*ar md '|r drr*16r, lro. edcu5o.r rhrf alDoetl..
! Th|. orninoorine n0o{ d..5 o.{y yrftfi |h. dft|Gllrrd p.rL ot f|. hf*rg .td doo. not Fqdd. ldfty lo fro noo-t|nrcttnl p!|b.
I f phn rtl3tnE)odhoonincrimwtrrtd.|'t0in.drnproftcqcrdifidfmfod$ron'bSrt&uohr.|lolcmentrof thrp|m.
f Th. g.aord corgraor b n1pcroeb br tlo m.fiod, molr, rrtd lrgnrw o{ d rtuonrJ orcfion c,€.9t wh.n .pocfredy ttdod ofiorsL dl
lrr rlnr|rg.. H..hC provkto torftporeryrho'rrp ard bncktg er hb mdrod d cloe'lhn n{*r. b prorlitt adeqgo veidcal.ttd bLrdafPotl
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2 A[ lhba oo g'rd. cl.l bo underlah by a fr. of kednirkn grfll{dsr rndorhl &dr *r'po' gnvel or 3/a - | h minuc *cn grwoL
t Foo*rp, fotrnbtiorur, rrcandofts, gr.aho rr|d fil dtel b. porfurmad es por ilc gaoLofnb.l ,tpod.
Conani.
I Af oomrd. foo*rgt 8|t t .hDc on gfid. th.S h|vo r 28 q fi8*mun cfitdt = 25o0 Jni
t A[ oomruL toorxhdon w.0. itd ntohing nrffr rhC hcvr r 2! dly mhi|rrun rtreqpt - 0000 pd.
S Comolb.ful bo Storoud{y ooosofddod by rtthbh lttrrr dlr*E CrocfltenL
4 FoothCE lhofl !c corercd bebr *|. wa$ mclbr€olrnn rDot,t, qtpbd unh.r ted o$dtflL..
t Gr{.dorbdrgf, rfid brerbebw tr d|oir0lfio*
6 $rg8prhoeE oqr.frudkx| io*tts tom mf oon*tcdon roH..bovo !t.t bad 3 imt.
7 fbitordne h oor{furos boergr .h.I bo @r{n|o.r d oorn 't .ndot l*cnoctionr by p@ddnC prcprr lcp bfi!,L rtd/ot comct bata
I k|brbr.hb. on gfdo dr, b.. min c{ f Sd€k
g Fbcc vortioal remoOng h $rr oenter of Ste rd Fspt for p!af*|o uotb o. wh.n croh hco b rpocfrcd).
tO Voiltrl rchforchg.hd b. fuotod lo Tooth0 d rblrchrr b.bw f,rd b.ruotr'l &d. wth th. tltn rist bar and +acfn, qpfil U.N'O.
l1 Porr{.b oom.r b.'|.1 .t i]*aneaionr rnd oorrlc, l.rn rmo riro brrJld rprchg r s|e hot&or*d |eiilonflg.
12 tbrhonsrl i.i{orchE $.1t.nnhrlr d *|c onc d l|r wdf end el opor*Ur rilh s strrxhd hoolc
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Min.8cil
I n f*or€hg .$.d rh.l b. ncw ctodr &rmod D.'l erd $e[ codo'li b ASTM 4615, gr.do 80, ws| e dcrtn ybl' $rryth - 60 krt
2 Ro#*orckrg tbd rhel bc rsoo d looGo, hky rutl, rctb. gnmo, oil, d& tfit drc| fli.lcthh wffit mift stfecl or inpsb bond.
S spfao. h clfillrllouo .3idoclrg $rs bo 'n|dr on m$ d eonryoecitn s|dbr at poinlt of mini|ntrn gll68t, typ&nl U,N.O.
,l Lrp lpfcot rhat bc ,fr) bsr dam€to|| or 24' brE h @ncni., Dowsb dnl horo e nSr*nom d S bet dem€t3rs wScdnort.
5 ffi rhaf b. med. €ol4 do not rre hod, Do noi 6-b.nd or rciosld a prwklusly bont bat
6 RofilddrE rted kr co6cNrlr rhaf bc !6ct .oty rnohoFd .rd hd h pLc. prlor b pbdog eoneols md than bc po.nb.r.d wtb *to lofiowhg
ttttxtrufi @r/at:
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conorelo crpoocd b aal$r 0r itealhcr - | lli,"
rhDr on gradc - oadarof dcb
glruclrrl Sbd
I Slotural etcsl W+h4)oc *ral corfoan b A8TM AOg2 gr& 50 cr$incod $eoL Sttuctfisl llocl p|.l€t:hal conbm b ASTM 436.
2 Srtrlll rtsel HSSdrgor rhafl contom b ASTM A5O0, grd B, vrifi a rfi. yicld rtrot|gllr Fy - +0 rci (tlctan$drr) or Fy = 42 ftsi (mwct).
3 Sh$&rtl plpo rhrl cor{ocn b ASTM A5{t, sih r rnln. ybb crongh Fy = 38 kri
4 Hlgh ch.n$t bot $.fl aonlom to ASTM A$15, d ostrr bof,s .h.l odorm b ASTM A307 or bofior.
5 t1d.d lncf|or rer& md defumed bar mohoft !il eorfrm to lhc moilhciuret's spo6.
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