HomeMy WebLinkAboutBUILDING (ROOF) 08-0167
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CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
ill rsl ~
I
I White
Pink
Yellow
File
City
Applicant
PERMIT NO. O!J -(jtto 7
ZONING (office use)
I ~d75 I-IUJ
LOT
BLOCK
LEGAL DESCRIPTION (office use only)
PID
OWNER
(Name)
ADDITION
LL'-
'-PIV- g 77 ~
M ( ~ W ~ yvt l ~ +v. '<0
/(PUIS HI..A...I S
(Phone)
(Address)
i BUILDER
(Company Name)
(Contact Name)
(Address)
~~'~
L'^- """ \o....t.....
951 - '/1:,/ 1-~~
(Phone)
(Phone)
TYPE OF WORK 0 New Construction ODeck OPorch ~e-ROofing ORe-Siding OLower Level FInish 0 Fireplace
OAddition DAlteration DUtility Connection
CODE: OLR.C. OLB.C. o Mise. ._------~--
Type of Construction: I II III IV V A B PROJECT COST IV ALUE $ G?K
Occupancy Group: A B E F H I M R S U (excluding land)
Division: I 2 3 4 5
x
Permit Valuation
Permit Fee
Plan Check Fee
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Sewer & Water Permit Fee
Gas Fireplace PermIt Fee
ed informatIOn ,m this appltcatlOn which IS to the hest of my knowledge true and correct. I also certify that I am the owner or alllhonzed agent lor the
co .truction Will conf'Jrm to all eXisting state and local laws and will proceed In accordance with suhmltted plans I am aware that the huildmg
('rmore, I hereby agree that the City official or a designee may enter upon the 1'ro1'el1y to perform needed inspections I
'-/- /(J.-O
Contractor's License No.
Date
Park Support Fee
SAC
$
$
$
$
$
#
#
.2...-S"
Water Meter Size 5/8"; I";
Pressure Reducer
Sewer/Water Connection Fee
#
TOTAL DUE
Water Tower Fee
Builder's Deposit
Other
#
This Application Becomes Y our Building Permit When Approved
~~
Buildlllg Unil'lal
1(lo(o~
Date
I PaldltJt,..
Date ,I g
( fO
(p.oo
I ~~CCi~. 5"5"5"7'/
ThiS is to certify tl1;11 the request in the above applicatIOn and accompaoymg documents IS 111 accordance With the City Znoing Ordinance and may prncccd as requested ThiS document
v,'hcl1 signed by the City Planner constitutes a tcmpor,llY Certiticate of Zonmg compliance and allows constructIon to commence. Before occupancy, a Certlfi.cate ill' Occupancy mllst be
i...slIcd
Planning Director
Date
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
4646 Dakota Street Prior Lake, MN 55372
Special Conditions, if any
CftY-
When YOLl step up to Metal Sales, you can expect:
bcel/ella:
v'
..
~9-g;\llgc su'd
. (;(i() g;I!\-;lIli/illg - Olle of lite Ile;ll'ieSI ill the illdllslry
. ,'>1 l! It'1 illr jldillllillish ,- color n'lctlliotl ;Itld c1Ldkitlg rcsisLltlce
· Illdl"II)' I,idl' ll'logllilioll ltn sllperior C01l0SiOll reSiSlallCt'
/'iI rid)'.-
· lllll ,,'I,dilcs ;ll'dildblc (lliRIL, CLt'Sil Rib, dlld l'ro!';tlwIII)
(l,u', (' (\j II) ("I"rs
. ,\ I,ll ,,'1\' "j (1JIIIplllnt'IILII)' fntl1.\ ;lIe als(\ ;11';liLtble
..L.. c--,,9"-'-1 ,,' '
6/&r~
1________ 36' --_J
Pro-Panel II
',;,"':~9";;;' "
314.....:,~
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' L-~30._,1~')
lIe/iillillity.-
· ,FJ )'t'.I1' w;llranly
· :',)'",11 edge: I liSt W;I1Tatlly
· Ill(' ;,11111: clilt: service YOI1've I
'1;IIII,j LIIlJIYlcdg",t1dc, d
- Jti-
Bi Rib
Sc,ll~J ('nul
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)
7,-he Metal Sales 'K~ 0 WI t I CO CT S Multi/lie IllY en
SllpC! iur perfOrIll;I1ICe sl~s 'N6fl.e'9'~~.J~'~;jJ.I~~R~};J.J.l. ~QN AS NOTEO pn:tectw1I
I I" I ' LJ, j' 1-\"vl::t'" I t:. ]vU~p L; I BF~UBMIT I-plo",
pI' J\ III t lilt: IS llSI,', I 1tI a"'y"anet)' 0 a~Jt';'a110tls ant l Illlales~11t' qlla Il.)~'r, ITs " _
, " I nasa com h:: are.for your infonnaiion. All wnrl( shall be do 1'",,,,, Lo",
lldllll CO;lll!lg IS 01 lllttlCl~( Ij;llj'<lrlattq;, liis llJUqUt" coalltlg cotl11)tllCS propll~ . n~,"I"'o,'
, In ru I compliance with all aonlicable buildina l{ zoning code'''n!i'' rn,,,,,,,,,,
eLl 1 \ [,-sill techllology wllh color-fiJ..Sl.ceraa;IC Il'gtlletflffor llIdXIJlllltll 1'"oTiJr (;,1>,,,,,,"
' , , c qUI~3nL;:j Inav 109 lierns p~~y~~~ficallv noted in this review.
I (Ielllil)ll ~lIld [eSlsLltlCt' lo bdllf('e~11!iI~lp~I~OOll.l~slr~\)1.l' lesllll:, 1= BM'S"""
'I '" , 'I 1 A AL I1M_S.
It, I IC Ill<hl ( 11(' ,Ii (1ITlllllstallces, ellsllllllg lildt ollr pHIl II(I culll lines
lr,d";'llIL.!:d
lOS, l'I>lIUll.tl dill,lhility wilh IOllg-lasling destJ.clics, "" rH'"",,,""
~V/).-jll)drl of Ihis
bui/ding \Vr.)uld YOIJ
jJrvfcH ?(Ttwy [JOf/l
starto(j ou/ .....'it/J
ttld same wllitQ
ClilOf!) Metdl
Scl/es' original
wlllla color
011 light Sid/lied
co.IJpelilof's
V\'!iile on left
I
II
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il
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Classic Rib Load Table
i
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/'lllJil'll\JJl
!l,lll.,', C,';ll
PWlel Testillg
J.I .\1"'1111\ f II'U\1U1
SECTION PROPERTIES
, ALI-OWABI-E UNIFORM LIVE LOADS PSF1.23,4.
(3 or More Equal Spans)
"
--~--';'------T-~- --r------- -~~-.-----~---- ------
I j' Top III Compression I 80t..I.om I.n CompressIon)'
,Wldlh Yield Welghl
(,A i (Ill) KSI PSF Ixx l SXX Ixx Sxx
-.1---- ___ ____ _~'I!!._ ~'~f.I._____ tl~0_~ In'!ft
30 'I ~jb HO 0 b2 0.0090... ".",..OI:JI .. ." n,OO. j 0,01 I I
29 .lb' ~O 010 OOIUO 0,0151 O.OOGU 00124
.3.6...l Cl6 8IJ 08b 001:)3:::.:1 OI)IDI!,_ ---i)IJt:~O 00160
Inward (Gravity! Deflection)
LOcH"F 4
~"~j . 2iJ 3't 3,5' f 4' I 5
.J.::.'. -. ,19., I :;;- -~ --;g+..'~~.;-
~5 5" 38 128 22 lu
,..!;o ~I 4D 36 26 - Hi
Pro-Panel" Load Table
r-'---
I
Outward Uplift (Stress)
Load"
1. TheOH:llcal Sccliorl propertit:;i
have been calculdte,) per AISI
1996. "Specifications fur tile
dtlslgn of cold 'ormed sleel
n1tlmlJels.' Ixx and Sxx dre
elloctive stlction prupl;lrties for
(jutlectloll dill! bending. 2
Tabuldlvo IOdds are aHowable
IOdlb calculated in dCCOldanct;l
with good engintlerinl) pracllct's
and with AIS119'J6 specifica-
tions for bending slr~SStJs
Pan!.:1 weigh! 1:&$ IV! been svb
lrdeled from alluwdDle gravlly
k1Clds. AUO'.\'i.tt,le Iuad does nul
adiiress weD c.rippling ItJLjuire-
menl. OIlasler\\!fSISlJppor1 con.
necliun. J f\lIowablt: IodJs are
cdlculated irl ;;ccordance wllh
AISJ 199b :;;pudlicallufl::', dnd
tldve l)eufl incruased by 33-
113% lor 'NinJ uplift. COfltacl
Mddl Sdles TechnicilJ Services
Department for more infullna
!IOft 4. Dellecllon considllrdtiun
i~ limited by a maxImum duflec-
!Ion rafio of U\80 01 span
')
_/
2'
2,5' 3' 3,5' im 4:T 5'
80 56 41 'I 32 G-
89 62 46' 35 I 22
111 '/8 57 I -- I 28
44
124
131
In
SECTION PROPERTIES
-----.-'-l"'-'---l-'--r------
I Top III Compressionl
CA Width Yield Weight
~-li -(I~) -~~1- .,'~.~-~.. -- ----.J!.';;~t.ti ...-.I;;~-
29.. 36" SO 071 00061 001:J4
261 3(,' 50 0,81 0 {Ji)I]? - 'U;; 18
Boltom In Compression' Inward (Gravity I Deflection)
Ixx d~ Sxx Load'" 1_ ,
~'(;:;~\ --~~';~I i; 26:' ,~~~:_F~+-, I"
o OOb IOU 173 III 16 53 34 i~ -j ,,__ ,_
Outward Uplift (Stress)
Load'
3' r 3,5' i '4't s:'
::~- "1rt' ....~.~ .:-r~
----J.__
2'f2'S'
i 21 IO
..~! "I~H
CO ENSED TECHNICAL REFERENCE
CLASSIC RIB@
3//
c
_ _ 3/8"
_ _ 5/8"
Anti-Siphon Groove
9"
- 2 3/4" -
- 3 1/8" -
- - 1 3//
36" Coverage
COMMERCI~
RESIDENT~t
PANEL'
DIRECT
FASTEtir
36"
COVERA<jE
MINIMUM,,(
3:12 SLOp
OPEN FRAMINCj10R
SOLID SUBSr<<ATE
PANEL OVERVIEW
~ Finishes: MS Colorfast451\J and Acrylic Coated Galvalume~
~ Gauge: 26ga and 29ga standard
~ 36" panel coverage, 3// rib height
~ Bell top trapezoidal rib on 9" centers
~ Exposed fastened, low profile panel
~ Applies over open framing or solid substrate
~ Minimum roof slope: 3: 12
TESTING
~ UL 2218, Class 4 Impact Resistance
~ UL 790, Class A Fire Resistance Rating
~ Miami-Dade County Approved 06-0410.08
~ UL 580 Class 90 Wind Uplift Construction Numbers 560, 584
~ Florida Building Code Approved 5807.6, 6821,1, 7490.1, 7490,2, 7231,2, 7416,1
metal sales
manufacturing corporatlon
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CONDENSEIi TECHNICAL REFERENCE
CLASSIC RIB@
ATTACHMENT DETAIL
GENERAL INFORMATION
'f"'-14 x 7f." Stitch Screw
(for roof only)
~ Slope
The minimum recommended slope for Classic Ribill roof
panel is 3:12.
Classic Rib@ Panel
..~..
#9-15 x 1"
Woodscrew
~ Substructure
Classic Ribill is designed to be utilized over open structural
framing, or a solid substrate. To avoid panel distortion, use a
properly aligned and uniform substructure.
~ Coverage
Classic Ribill panels are available in a 3f. rib height with a
coverage width of 36".
'-
Anti.Siphon
Groove
'-
~ Length
Minimum factory cut length is 5'-0". Maximum recom-
mended panel length is 45'-0". Longer panels require addi-
tional consideration in packaging, shipping, and erection.
Please consult Metal Sales for recommendations.
'f4".14 x 7f." Stitch Screw (for roof only)
#9-15 x 1" Woodscrew
~ Fasteners
The fastener selection guide should be consulted for choos-
ing the proper fastener for specific applications. Quantity
and type of fastener must meet necessary loading and code
requirements.
NOTE: All panefs are subject to surface distortion due to
improperly appfied fasteners. Overdriven fasteners will
cause stress and induce oil canning across the face of the
panef at or near the point of attachment.
FASTENING PATTERN
'^'
^t-
^t-
^t-
--t^-t-
~ Availability
Finishes: Acrylic Coated Galvalume'" or MS Colorfast45@
Gauge: 26ga and 29ga standard
SECTION PROPERTIES
Width Yield Weight Top in Compression Bottom in Compression Inward (Gravity I Deflection) Outward Uplift (Stress)
Ga. Load Load
(in.) KSI PSF Ixx Sxx Ixx Sxx
In4ftt In3fft In4/ft In3fft 1.5' 2' 2.5' 3' 3.5' 4' 1.5' 2' 2.5' 3' 3.5' 4'
29 36" 60 0.62 0.0100 0.0151 0.0053 0.0118 142 81 52 36 27 21 179 103 66 46 34 26
26 36" 60 0.86 0.0123 0.0190 0.0080 0.0151 182 104 67 47 34 26 225 129 84 58 43 33
I. Theoretical section properties have been calculated per AISI 200 I. "Specifications for the Design of Cold-formed Steel Struetural Mem-
bers." Ixx and Sxx arc etrective section properties for deflection and bending.
2. Allowable load is calculated in accordance with AISI 200 I specifications considering bending, shear, combined bending and sheer and
deflection. Allowable load considers the worst case of 3 and 4 equal span conditions. Allowable load does not address web crippling or
fasteners/support connection and panel weight is not considered.
3. Deflection consideration is limited by a maximum deflection ratio of L/I80 of span.
4. Allowable loads do not include a 1/3 stress increase in uplift.
n~.:1
Kent, WA (800) 431-3470
Temple, TX (800) 543-4415
Longmont, CO (800) 289-7663
Antioch, TN (800) 251-8508
Woodland, CA (800) 759-6019
Rogers, MN (800) 328-9316
Spokane, WA(800) 572-6565
Jefferson, OH (800) 321-5833
Rock Island, IL (800) 747-1206
Sellersburg, IN (800) 999-7777
Jacksonville, FL (800) 394-4419
Orwigsburg, PA (800) 544-2577
Independence, MO (800) 747-0012
Fontana, CA (800) 782-7953
Anchorage, AK (866) 640-7663
Bay City, MI (888) 777-7640
Detroit Lakes, MN (888) 594-1394
Mocksville, NC (800) 228-6119
metal sales
manufacturing corporation
@MS1280CR/11-2006
metal sales
manufacturing carperalion
Classic Rib, 29ga
2x Purlins
Roof Fastener Spacing (inches)
n~.s
Wind Speed (mph)
Exposure Cateaorv
Roof Slope: 0:12 - 1.5: 12
Roof Slope: 2:12 - 6:12
Roof Slope: 7:12 - 12:12
90B
90C
100B
100C
110B
110C
120B
120C
Note:
1. Fastener spacing is based on fastening patterns and system
capacities listed in the Florida Approval, FL 7490.2. 1/3 allowable
stress increase is not used.
,.)
2. Allowable spacing is based on an applied load determined using
ASCE 7-02 for the Wind Speeds, Wind Exposure Categories, Roof
Slopes and Roof Zones shown, assuming 10 square feet of tributary
area, Gable roof, Enclosed building, Topographic factor of 1,
Importance factor of 1 and mean roof height of 15 feet.
',,'.',1,1 ','
(.;
:,~'H ::-,:., h
......,.:
3. Allowable spacing is determined for wind suction using the
combination 0.6 DL + WL. Also considered is the appropriate inward
wind pressure, 20 psf live load and the weight of the panel.
t._1
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"
-'---:'
~
~
DESIGN I INSTAllATION CONSIDERATIONS
T f T
I I I
I I I
Classic Rib Fastening Pattern - Interior
Classic Rib Fastening Pattern - Ends
{- #1/4 - 14 X 7fa" Stitch Screw (1'-0" o.c.)
--- Classic Rib
Anti-Siphon Groove
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(j) Metal Sales Manufacturing Corporation! Subject to change without noticel Effective Date 4/04
800.406.7387 (Corporate Office). www.mtlsales.us.com
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