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oi pxt04, CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
U t2, AND
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AND UTILITY CONNECTION PERMIT
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2,Mk a PERMIT NO. if /v33 5
3.Yellow Applicant
(Please type or print and sign at bottom)
ADDRESS ZONING(office use)
To CAS-da-twbO 'T e,3
LEGAL DESCRIPTION(office use only)
LOT BLOCK ADDITION PID Z5, 0o( , C . 0
(Name)
4 14-r (Phone) q 51,- !i"ao-1 O
00
(Address) 10 bOLOO. „ ST
BMX/ER {�� �� r r ` ,, -- ��^+ q t�Z- `.1 417 0 o
(Company Name)_n�1'' ll`-' Tt1ANA-A'(146-4-)44--bo
)IS<C--�'a, A , 4 I tDE S thi (Phone) I
(Contact Name) 1�+L . - to�.- 1'T '�- `- /� J(�Phone) (i 12%30- '�L T_
(Address) ' i '7 7 ) I 5O Si- 5�v -'c'`�'t t v t At G 5 3 7 8
TYPE OF WORK 0 New Cons. ',,.' ❑Deck ❑Posch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace
❑Addition I. i• tion ['Utility o 1 •`
CODE: ❑I.R.C. []I.B.C. NS`[l -�- £ .P.-WILL- +V1;346---14‘-e-41/4-11--❑
Type of Construction: I II III IV V A B
Occupancy Group: A B E F H I M R S U PROJECT COST/VALUE $ _ �t dJ
Division: 1 2 3 4 5 (excluding land)
I hereby certify that I have furnished information on this application whirls is to the best of my knowledge true and oosrect. I alm certify that I am the owner or authorized agent for the ,
above-mentioned property and that all construction will conform to all , state and local laws and will proceed in accordance with submitted plans. I am aware that the building
official can revoke this permit for just cause. Furthermore,I hereby agree i . the city official or a designee may enter upon the property to perform needed'
•
X " ce
Q'CC2 -3 t -
J Signature Contractor's License No. Date
Permit Valuation 5422490- — Park Support Fee # $
Permit Fee $ 2A-VC SAC # $
Plan Check Fee $ 51.30 Water Meter Size 5/8";1"; $
State Surcharge $ 1, 5 a Pressure Reducer $ .
Penalty $ Sewer/Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ Builder's Deposit $
Sewer&Water Permit Fee $ Other $
Gas Fireplace Permit Fee $ TOTAL DUE $ (i7, 1
This App :?.o Be .;',,, %/Building Permit When ,p ,ved Paid !'z C'/( ipt No. 2.-54:'
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CITY .F • , y LAKE .
BUi �' PE-
CTOR ♦ Ii.". .�►
DATE PERM /4-'r;
O ACCEPTED AS UBMITTED
Q/ACCEPTED WITH CORRECTIONS AS NOTED
O NOT ACCEPTED-CORRECT&RESUBMIT
TfNN comments are for your information. All work shall be done
mucon pllwce with all applicable bulk np a zoning cods
kx�uding items not speci*caMynoled in this nwls
fife?/s/zf KEEP THIS PL ...M8
N SET ON SITE AT ALLTIMES
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GYPSUM WALLBOARD,STEEL STUDS . .,. . . }
Base layer /2'type X gypsum wallboard or gypsum veneer base applied parallel to each _
t
side of 31h"20 gage steel studs 24'o.c.with i Type to 12 drywall screws 12' o.c, • , • . '
Second layer 1/4°type X gypsum wallboard or gypsum veneer base applied parallel to
each side with 15/s'Type S-12 drywall screws 12"0.0.Face layer ys'type X gypsum
wallboard or gypsum veneer base applied parallel or at right angles to each side with
11/a" Type S-12 drywall screws 12" o.c. and 11/2" Type Q screws 12' o.C. midway y '-
between studs.Studs attacked to each side of floor and cell ng runners by welding or
with 1/s"Type S-12 panhead screws.
Joints staggered 24"each layer and side. Thickness: 61/?
LimitiBracing: Lateral bracing spaced not over 40° o.c. shallbe 1' by 18 gage steel straps Approx.
ppro.g 11 psf to design
attached to each side or channel bracing attached to each stud with a cue
Fox Weight: 11 psf
P at9le•For Fire Test UL NC 505 4,7-29 82,
studs with holes or punch-outs in t he web the"Ca"factor shah be determined by means UL Design 11425
of s •column tests.Tested at 100 percent of design load.(LOAD-BEARING) Sound Test Estimated
z «,r1 441141A1
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(... GYPSUM WALLBOARD,STIBl1.rams ' � S=sz:, ,.w,
Base layer s/s"type X gypsum wa�oard or gypsum veneer base applied parallel to each
side of 3s/s"steel studs 24"0.c.with 1"
Type�tlryyYaN screws t#"o.c.at vertcal jotnta T. • .
and 12°o.c.at intermediate studs.Face layer s/s"plain til' etect type X gypsum
wallboard or gypsum veneer base applied parallel toel aminating compound
combed over entire surface.Metal base told top f OtWat i lf,
Joints staggered 24"each layer and side.(NLI)
Thickness: 61/4"
Limiting Height: Refer to Section IV
Approx.Weight: 10 psf
Fire Test: UL R1319-31,6-2-60,
Ut,Design U411
Sound Test RAL TL61-213,7-6-61
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GYPSUM WALLBOARD,STEEL STUDS •- ...
Base layer vs.type X gypsum wallboard or gypsum veneer Baas app!ed para to 21/0"
18 gage steel studs 16'o.c.with 1'Type S-12 d ywal screws 12'o.0.Face layer N4" ® i ' ' -'- ;
type X gypsum wallboard or gypsum veneer base applied parallel to each side w 1 " Anima
. . . :,
Type S-12 drywall screws 12' o.c. Studs attached to each side of boa and Gelling I
runners by welding.
Joints staggered 16"each layer and side.
Bracing:Lateral bracing on each side shall be s/4"cold rolled channel at 1/2 poktts screw Thickness: 5'
attached with 1/2" Type S-12 drywall screws.Tested at 100 percent of design load, Uniting Height: Subject to design
(LOAD-BEARING) Approx,Weight: 10 psf
Fire Test: FM WP 199-2,1-25-71
Sound Test: See WP 1615
,. _ (( (NGC 2250,1-3-68)
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GYPSUM WALLBOARD,STEEL STUDS #°- ;." t,„',..,E: ,
Base layer s/s"type X gypsum wallboard or gypsum veneer base applied parallel to each `.L::;
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