HomeMy WebLinkAboutPermit File - 1977 Tamarack Loop Permit Type: Residential City of Twin Falls Permit Date: 09/2912010
Building Permit
PermR No.:1002232
Address: 1977 TAMARACK LOOP
Project Type: Miscellaneous Zoning:
Construction Type: Occupancy: Occupancy Gass:
Legal Description:
intended Use: swimming pool
Owner Name: FULLMER,CLINTON Contractor: PERFECT POOL&SPAS
1977 TAMARACK LOOP 2933 FALLS AVE E
TWIN FALLS ID 83301 TWIN FALLS ID 83301
Phone: Phone: (208)736-0302
Contractor License/Registration# No Contractor Registration Provided
Totals
Building Permit Fees:
Fee Date Description Fee Type Oty(Hrs City Amount County Amountil Total
09/27/2010 POOL Building 50.0011 50.00
Total Fees 50.00
Less:Collections to Date 50.00
Net Amount Due
This permit Is being issued subject to the following Special Provisions and Deferrals:
*'**'NONE'***'
This permit is not transferrable(between contractors)and becomes null and void if work is not commenced within 180 days or Is
abandoned for a period of 180 days.
Signature: Date:
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TRANSACTION REPORT
TX (MEMORY) SEP- 27 - 2010 MON 03 : 34 PM
Nit DATE START TM RECEIVER COM TIME PGS TYPE/NOTE DPT PELESEP-27 03: 30 PM 7362266 0.03:60 8 ECM OK 488
TOTAL 0:03:50 B
Perfect Pools of Idaho
2933 Falls Ave East
Twin Falls, Id 83301
TO: John
Company: gly of Twin
Fax# 208-736-2256
Date: September 27, 2010
Perfect Pools of Idaho " x
2933 Falls Ave East '. .
Twin Falls, Id 83301
TO: John e
Company: City of Twin Falls
Fax# 228-736-2256
Date: September 27, 2010
09/26/2010 20: 56 47328650 VIKING POOLS 19 PAGE 02
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In planning for the installation of a new CPC Pool,there are many
important considerations that must be evaluated in order to achieve
a functional, long-lasting and aesthetic addition to a home. When
choosing a location, consider the following:
f. Grade: Pools and decks are normally constnicted cn level ground.
Extreme variations In grade should be resolved before the excavation of
the pa)l begins. A relatively level and fiat location is preferred u)time
and effort is not wasted on radical fluctuations in grade.
H.
2. Excavation Equipment Access and Pool Delivery. Determine the
most efficient route.for equipment to enter and accea5 the site. Also and So' Ic:ngffi-,
keep in mind that a well planned route ran save time and money by
enabling multiple pieces of equipment to work In unison. For example:
Coordinate the delivery of the pool with the completion of the excavation
and prepping of the hole. if a track excavator was used to prepare'the site, it may also be utilized to unload and
set the pool. Finally, consider the placement of the equipment. li,possible,.posliliin the equipment so.the pool
can be unloaded and placed directly into the excavation.
3. Underground Utilities: Check with local authorit'IPA of the locations of undtiground crater, gas, power and
sewer lines.
4. Overhead Power lines-
S. Local Building Cedes: Determine the setbacks from,property lines, easements, house Footings, etc.
6. Water Drainage: Water should always drain away from the pool. Failure to keep ground water away ftom
the exterior of the pool may result in damage to the pool that is not covered under warranty.
7. Local Fencing Codes.
8. Location of Pool Equipment; Locate to within 20'of the pool.
9. Electrical Run for Pool Nuipment.
10. Undezgmund Water Conditions.
11. Exposure to Sunlight.
12. Surrounding Foliage.
13. View from Residence.
ST . AUGUSTINE
09/26/2010 20:56 47328650 VIKING POOLS I� PAGE 03
i !
When laying out the pool, note that the dimensions are to the otrtside edge of the pool coping. Most permit
plans are measured to the waters edge. The coping of a CPC Pool is approximately 6" on A sides. There is a
difference of 12"between the length and width dimensions in the installation guide and those.of the permit
plans. Depending on the customer and the local building inspector,this fad can be a critical consideration.
Distances between the watees edge to mast property lines, electdcal line--,, and other structures such as bmses,
garages, sheds and patios must be exact to plan specifications.
Start with a 14' 6" wide by 27' 7"long rectangle with diagonal measurements of 31' 2". Next,layout the center
point, making sure the center lines are at 90 degrees. Stake each point around the perimeter of the pool as shown
in figure 1. Ccinnect each stake with string. Use spray paint to follow the contour of the string. Remove the
string and stakes, leaving only the outline of the pool.
Figure l
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^♦st•s•t�r�rr------------ ---w--s—'.—
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w 120-7,.
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13'-10 aTV& 1,
13' 4P+ '
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13'—2" i
r
� 1 coI
i17 ' to in in iA to in -v
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Elevation and grade of the pool area axe two of the most often overlooked or miscalculated variables In the
Installation process. While considering all the variables concerning elevation and grade, always remember that
you want water to nun away from the pool. Before excavation, use the provided installation Planning Guide to
calculate all critical measurements(Form 1).
Check the four comers of the pool layout with the ald of a transit level or a sight level to determine the highest
comer. This comer will be used in planning the elevation of the pool. In a typical installation, the elevation of
the pool should be 4-6 Inches above the existing grade around the pool. However, careful consideration should
be given to pool type, size and drainage of the future pool deck, as well as the elevation of the surrounding
landscape and existing structures, patios and sidewalks.
09/26/201EI 20: 56 473286* VIKING POOLS Z� PAGE 04
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Correct excavation of the pool is very Important. A hole that is too small can mean hours of picking and
shoveling by hand. A hole that is too large will require extra import material,which if not dealt with properly,
can result in settling or bulging of the pool.
The excavation should be dug very close to the pool Size with a rjdmum disturbance to the unexcavated soil
which will support the pool. The clearance is approximately 6" on the sides and 6" on the ends (Frig Z).
The depth of,the excavation is determined with the use of a tran.s it level and measuring stick. The bottom of
the excavation is over dug approximately 4 . This size pool will require approximately 25 to :30 yards of sand for
backfill (more may be required if the pool is overdug).
The excavation should be 14'6"by 27' 7', with a total depth of i ppmximatcly 3' 10"(shallow end)to
approximately 6' 1" (deep end) from the desired elevation of the p ol. .lt can be helpful to give yourself a extra
room the first 6" In width and 12" in depth of the bole, to get past the coping, and allow space for the skimmer
and the main drain. Also, keep in mind that the wall of our pools re tapered, usually I" in for every 12" In
depth A place for the skimmer must also be dug in the side of the xcavation wall. The skimmer cutout should
be 2'by 2' and 3' deep. See figure 1. for piami a nt.
If dramatic over digging occurs in the bottom of the hole, never ise excavated material to fill in the hole to the
desired depth. The material will settle. We suggest road base (a tar iper may be needed) compacted thoroughly,
and topped with sand_ If the sides of the hole are dramatically ov r dug, read base should be used beyond the six
Inches of sand. Both should be compacted thoroughly during the backfill,process. In the case of over excavation
on the sides of the pool In seasonal high water or poor drainage a as, you may want to mix IG%Portland
cement to the hackfill far stabilization.
In areas that experience seasonal high water or experience consi erable water seepage during excavation, a
permanent sump line(see Cross Section A-A) must be fnstalled to IIevlate the excess water and the associated
hydrostatic pressure accompanying it. CPC suggests digging an 1 " x 8' x 18"trench across the deep end of the
excavation. Six inches of 1 1/2"rock should be placed In the bolt . of the trench. A joint of 3"perforated
PVC pipe is placed on the rock base and connected to a vertical st nd of 8" PVC pipe running to the surface of
the excavation. The 9" PVC.should be trimmed with a skimmer rRig and lid for aesthetics aced safety_ After the
connecdnn has been to the vertical stand of 8" PVC, finish covert ig the 3" perforated PVC pipe with 1 1/2"to 2"
rock to the bottom of the excavation (See Cross Section A). Cove the new sump line with fabric- The bottom of
the excavation is now ready for approximately 4" of sand beddin .
Figure 2
2-r-r
2' -�^ 2' ITt2'+r 2'+21 2' 2' t2't21t2' 2' V-7"
1 20.
31-7. 1
s-es 5 4" 4'-11' 41-74 41 3'•i0" �'-7'
4' 4'-4'�
24'-6"
09/26/2010 20:56 4732865* VIKING POOLS Il PAGE 06
• e
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The preparation of the excavation bottom is
critical so the pcK)l will fit properly. Thorough S41111MEn uo
preparation will eliminate settling,stress cracks and AND%ten
a minimum of time will be spent setting the pool. Section It-A
First, Install 2" x 4" screed rails length wise on T.;` ,�t�. J
� r -�
both sides of the excavation, using wood or metal
stakes(Fig 3). Make sure the diagonal measurement n
�- P
is exact to Insure that the bottom is square, Adjust ;":/ an�t
the screed rails to the appropriate height using a eACK� ;�; I
transit(see Figure 2). Next, spread a layer of sand 1•
approximately 4" deep evenly over the bottom of �
the excavation. Rake the sand flat to the top of na�i� x:
the screed rails (Fig3). Compaction of the sand
p FIBER MAT I104a f` .
Is achieved by the use of water and walldng 31-4"GAND h• ' `'� '
over the entire bottom using y(wr body for 1r '�
weight. Rake and compact the area several
times Screed the bottom of the excavation, V;
:�[
Ming any low spots as you go_ The
completed area will resemble a slab of t IN"Nock
MR
finished concrete. Remove the screed a' ronao
11n•ROCK
rails and fill in the voids with sand,
being careful not disturb the sand.
Figure 3
27'--7"
SEE SECTION A-A 2' x 4" SCREED BOARD
2' x 4' SCREW RAILS
A A
STAKE
DIG LINE NQIL. POOL SMELL MUST
REST 5(1LEY ON SAND.
27—7" --I
2" x 4' SCREED BOARD
e SCREED RAILS
FINISH GRA9E
SUMP SYSTEM
—4° OVOR DIC STAKE
SAND BED
!i�� STAKE
09/26/2010 20: 56 473286io VIKING POOLS I* PAGE 07
• r
Your pool will arrive on a truck-trailer combination.' Be sure to inspect the pool for damage that may have
occurred during transportation and for conformity to order specifications_ A crane or excavator will lower the
pool into the excavation. Please note that CPC recommends lifting all pool models over 12' wide with a spreader
bar and Z(Y liking straps. Once the pool is set in the excavation, the pool should he checked for level and the
bottom should be walked over to detect any voids In the sand that might he present. The pool is then lifted and
reset as many times as necessary to achieve a "good fit". A goad fit is realized by raking the surface of the sand
in order to see where the pool's perimeter is touching (footprint) after it is removed and also by walking around
on the inside of the pool to detect low spots. It is normal to feel a slight void under the center of the pool. This
will disappear under the weight of the water. it is important to make certain that the bottom perimeter and all
transition points are sitting firmly against the sand bed. The pool can he separated from the lifting equipment
when the entire perimeter of the pool (including all transitions) leaves a clear footprint and the pwl Is within
1/2" of level.
A properly prepared hole should not require the filling of large voids beneath the pool. Blindly washi ig sand
beneath a pool can cause more harm than good. it is important that any adjustrnents to the pool's elevation be
made before water is added. If a pool was properly set, nothing more than a few minor adjustments should be
needed.
"Locking in" is the process of placing and tamping the first 6" of backfill around the radius of the pool to hold
it firmly in place during the installation process. After your pool is "locked In, start the water in the pool and
continue the backfill procect. The level of water in the pool
and the level of sand outside the pool should be within fi" Figure 4 20 LAWR
of each other. Continue filling the pool and backfilling ASSEMBLY
until 4" to 6" of water are in the pool. Check the level
of the pool. If the pool was properly "locked in", no
adjustments should be necessary. If any movement Fla000L s�
has occurred, small adjustments must be made at
this time by placing a lever assembly under the coping of the pool (Fig
4.). If adjustments are needed, (low condition) raise the pool to the proper r
height and place sand under the pool. When the proper height is achieved, KAnRALQROUNb
continue the filling and backfilling process. if the pool
Is to high, remnve sand as needed. it is very important WATER s► !�'
that the radiuses of the pool are packed properly.
Poorly packed radiuses can result in hairline !
cracks or structural cracks due to deflection. Be <
sure to backfill slowly and thoroughly. When �Gy,"_��'', •�`' f�' '! ;y,-;,•, .;''.�.:1;,., Y�.,�:,�.%r .;1I. ��
CoNWACTED
the proper height is achieved, continue with �„�; , "'
P11-LSAND
the filling and backfilling process.
a`
After approximately 12" of water is in the
pool and backfill has been placed evenly, the backfill should be allowed to
precede the water by 6". As the water approaches the shallow end, pay particular attention to aU the unsupported
areas of the pool. Stepx and swimouts tend to droop, so slight adjustments may need to be made with the
levering device as mentioned before (Fig 4). Be sure you wait until a sufficient amount of water surrounds the
area (usually 12") to keep the rest Of the pool in place, or you may raise more than you intend. The walls of the
pool may tniige Inward if too much backfill has preceded the water in the pool, or outward if too much water
09/26/2010 20;56 4732865* VIKING POOLS 10 PAGE 08
precedes the backfill. If bulging does occur during the installation, the only remedy is to dig that area out and
proceed correctly. Slight bulging has only visual effects,wlt.ile not affecting the stricture of the pool. A string
line is very useful in determining the straightness of the pool walls during the backfilling process.
When the water and backfill levels are close to reaching any of the pool inlets, stop the filling and bacl-Rlling
process and run the plumbing pipes along the excavaflon cavity and route them to the equipment site. After the
plumbing is Installed, complete the filling and backfilling process.
A basic swimming pool circulation system is relatively simple in operation. Water In the pool is drawn tbmugh
the main drain and skimmer to the pump, wbich pushes it through the filter back to the pool via the reform.
Refer to Figure S for a basic filtering system. diagram. See your contractor for more advanced filtering mysteries that
may include sanittzers, jets, blowers, automatic prx)l cleaners, etc. CPC recommends the use of xhedule 40, 2^
plumbing on most pools. Visually lnspect all plumbing installed at the factory upon the dettvery of the pool and
during the backfill process.
To prevent accidentally draining the pool, CPC suggestm placing the equipment at or slightly above the
elevation of the pool and plumbing the pool so that the water leaves the pool via the skirnmer and not the
main drain. You should not place the equipment higher than 6"above pool level. The equipment becomes less
efficient the greater the distance away from the pool, if the equipment Is placed below the water level, Shut off
valves must be Irstalled to prevent accidental siphoning of the pool. Pipes may now be glued at the equipment
pad and circulation of the filtering system may begin. Check all connections for leaks and proper circulation
before covering them. Local building codes may require pressure testing of the plumbing system before the
Installation Is complete.
POOL
PtlNP
OUT 1N POOL OUT
1"O POOL PMRNS
(::FLTEF1
nV
Figure S
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ib
z
If the installer or homeowner is not qualified to do electrical work, an electrician should be hlred and a building
official should Inspect the work. All electrical work should be done to National Electric Code specifications and
any Iocal codes. CPC Fools does not recommend wet niche lights, but rather the use of fiber optic lighting.
Wet niche lights have a tendency tip corrode and leak. Fiber optic lights are easy to install, versatile, and do
not require a bonding inspection, which can delay Installation. CPC Pools will not he held responsible for any
electrical work.
09/26/2010 20: 56 47328610 VIKING POOLS 1� PAGE 09
Forms are now put up around the perimeter of the pool. Half inch holes may be drilled into the lip of the pool
every 3'. Two foot lengths of 3/8"rebar are placed in each hole and bent at 90 degree angles (Fig 6-7). This will
ensure a bonding or anchoring effect on the sides of the pool. The walkway may also he reinforced with 6"No.
10 wire mesh or No. 3 rebar on 2'centers (Fig 6.7). CPC Po(7Is recommends concrete decking. Concrete should
be poured at least 3' around the pertm.eter of the pool and at least 4" deep. CPC Pools will .not be held responsible
for any concrete work or cracks that may result from its use.
Figure 6 Concrete Deck with Brick or Stone
G•xi^-1r1 A x Yv1.d
WIRE MESH on
BRICK OR NATUPAL 3•MIN. REVAA NO.7,ON r O.C.
y-rONE pE�y,[ EACH WAY.
syprEain-*r _ FOR CLAY(ADOOIh
-�-- 501L ONLY.
i2 .. II
Figure 7 Typical Cantilever Concrete Deck
:.._ -• - FM CLAY
IWOALYANO'fD (ADDbEl G^xw--vnAxwi_4
WIRE MESH OR
u CMAI! sat ONLY. 3'MIN. lsEaArA N0.&ON 7 0.G.
I} 7 mW-x COMPACTED EACH WAY.
7 %AND(rYPIOAI —9 FOR CLAY(A OOW
4-MN,T}*CK COrPACTEO
l GRAM 1.OR CLAY
GLOM Wall SOIL WILY.
r (ADO"SOIL ONLY. :I
�� � AB>z11OtASS � .> .,#ilrl�-r ii-I•�rr_11
W GALYANQED FOR CLAY
CHAN
(AD09E1
• For non anulc%v decks rernave stone or tricks. h,; 9�C�A� SMONLY.
r 4-MIN.THM COMPAMD
RPAyEl FVR CLAY
IADOW COIL ONLY,
Figure S Typical Above Ground Installation sANO
r
I FNERW LS6
—1 e• �-- POOL emu.
MAXIMUM M
N�XIMUouNo a9T
i9 tn^ AROUIC POOL O L
AAPP07r r WOOD
ao OaCx
*- 7
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A
Phis pool is designed to be kept full at all time:%. The shell could be damaged if the water level is allowed to
drop below the skimmer. When appreciable draw-down is noticed, or If it becomes necessary to drain the,pool,
contact CPC Pools, or their agents for instructions. The pool shell may be damaged and separation From the
concrete may rxarr if the pool is allowed to overflow or if heavy water drainage Li allowed to over-run the deck to
pool shell conneL-tion. Keep the water.level in the middle of the skimmer. CPC: Pools will not be held responsible
for any unforeseen problems or circumstances which anise from inadequate site drainage or incorrect deck
installation. Refer to the CPC Pools Warranty sent with the pool for conditions, %:ircumstances, or installation
practices that may void the pool's warranty.
City of Twin Falls •
Building Permit Application
Permit Type: Residential Permit 1002232 Application Date: 09/27/2010
Time: 15:47:29
Project Type: MISC Miscellaneous
Address 1977 TAMARACK LOOP
Legal Description:
Intended Use: swimming pool
Owner Name: FULLMER,CLINTON Contractor: PERFECT POOL & SPAS
1977 TAMARACK LOOP 2933 FALLS AVE E
TWIN FALLS ID 83301 TWIN FALLS ID 83301
Phone: ( ) - Phone: (208) 736-0302
Contractor License/Registration#: No Contractor Registration Provide
Plans Submitted: Site Plan Roof Structure :
Foundation Floor Structure:
Typical Construction: Specifications
Floor Plan Plan Analysis
Building Valuation: # of Floors: # of Units:
Square City
Occupancy Type Construction Type Footage Rate Value
Totals.....................................................
Building Permit Fees:
City
Date Description Type Hours Amount Total
0 912 7/2 0 1 0 POOL Building 50.00 50.00
TotalFees............................................................. 50.00
Less:Collections to Date............................................... 50.00
Net Amount Due
The owner(o plicant In the case of new construction)hereby applies for temporary water service as a condition of this permit application and
undo stands tha ny city water sen+ices provided will be under temporary agreement for a period not to exceed six(6)months unless extended or a
certifi f occu cy has been issued by the building department.
OWN DATE-/4�Q APPLICANT: DATE:
CITY OF
DUN
_F City of Twin Falls
" 1 Building Department
+ 324 Hansen Street East Phone:208-735-7238
bo•� P.O. Box 1907 Fax:208-736-2256
Twin Falls,ID 83303-1907 www.tfld-org
Residential Permit Application
Address: � lQmarr�c�
Lot,_Block 5ut>�visiort
av
Last Name First Name 111 Y1
Company / Phone y{p
Address / �� 7a n i�r��k Laop Fax
CRY 1�%� ,!/� _ Cell
Stateop. _ .. ! Emad
TWO
Contractor Name # Exp Date
Address 1 -d 5a> Fax# s-2cf' ?3,1-ASP
city Stomp �� F� 3 3d I
Contact Name Q In Emaa7 G F f dv a�r�
Cell Phone
Name Pf�orte
Emad
❑ Single Family DveMig First Story: Sq.Ft
❑ Duplex Second Story: Sq.FL
Cther Basement: Sq.Ft
❑ Zero Lot Line Garage:
Sq.Ft.
❑ RemodeV Repair Job Cost Covered Carport
Sq.Ft
Description Covered PorchlPatio Sq.Ft
❑ Addition Square Footage ❑ Manufactured Nome
Desaiption Year of Model
❑ Accessory Strucfure(shed>120 Sq.ft) Sq.ft
❑ Demolition(if asbestos is distwbed an abatement may be required)
❑ Fire District Application-Total Cubic Feet
G WANkarea U11-004MM new pernd appAratiorAM Residual Budkq p&., Apparadon w Updated tan 2rM
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� \ REVIEWED meil:k Qonewestnet
For Conformance With medeslpns.com
M i;\ Uniform Building Code
` •J / All Construction
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BLOCK 1 " 49 O
LOT 16
Water
Retention Water
�Retention �
N \ \
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2 \ ,
736-9294
2p
Gary Wolverton
c r y 0 Do slopment&
Construction
Spec03 I
BLK 2, Lot IS
2x h D�
1977 Tamarack Loop i
'OF D)- 3y Sierra Estates Sub
15
L-gal Description
SIERRA ESTATES SUB /
LOT 16,BLOCK 1 08-12-02
1977 TAMARACK LOOP 1/4"=1'-0"
Twin Falls, , I
Twin Falls County,Idaho #02-051
Site Plan Page
1
PemmitType: Residential City of Twin Falls Permit Date. 08/19/2002
i 0
" Building Permit
Permit No.:200634
Address: 1977 TAMARACK LOOP
Project Type: NEW CONSTRUCTION Zoning: R2
Construction Type: V-N Occupancy: DWELLINGS Occupancy Class: R-3,U-1
Legal Description: LOT 16 BLK 1 SIERRA ESTATES#6
Intended Use: SINGLE FAMILY DWELLING
Owner Name: WOLVERTON CORP.DEVEL.8 CONST Contractor. WOLVERTON CORP.DEVEL.&CONST
PO BOX 5162 PO BOX 5162
TWIN FALLS ID 83303 TWIN FALLS ID 83303
Phone: ( ) - Phone: (208)736-9294
Building Valuation: #of Floors: #of Units:
Occupancy Type Description Square Footage Base Rate Total Value
DWELLINGS V-N 1181.00 47.44 56026.64
DWELLINGS 2ND STORY 1049,00 28.32 29707.68
........................_................................................................. ...................................................................................... .... ............ .. ............... .
PRIVATE GARAGES V-N 881.00 17.20 15153.20
COVD PATIO,DECK,PORCH V-N 106.00 11.68 1238.08
Totals 3217.00 102125.60
Building Permit Fees:
Fee Date Description Fee Type Quantity/Hours Amount
08l14/2002 PERMIT FEE Building ........ 905-62
.......... . ......................................... . ............................................. .--....................... ......................
OB11412002 CAPACITYISINGLE FAMILY DWELL 242.00
Total Fees 1147.62
Less:Collections to Date 260.00
Net Amount Due $97.62
This permit is being issued subject to the following Special Provisions and Deferrals:
...—NONE•••••
Signature: Date: ��
Builaw Lpef=2 tippMiaation
Permit Type: Residential Permit #: 200524 Application Date: 08/14/2002
Time: 15:24:31
DWELLINGS - V-N
Project Type: NEW NEW CONSTRUCTION
Address 1977 TAMARACK LOOM
Legal Description: LOT 16 BLK 1 SIERRA ESTATES 16
Intended flee: NEW SINGLE FAH.LY DWELLING
Owner Name: WOLVERTON CORP. REVEL- i CONST Contractor: WOLVERTON CORP. REVEL- L CONST
PO BCX 5162 PO BCX 5162
TWIN FALLS ID 83303 TWIN FALLS ID 83303
Phone: ( ) - Phone: (208) 736-9294
Plan Submitted: Site Plan Roof Structure
Foundation Floor Structure:
Typical Construction: Specifications :
Floor Plans Plan Analysis :
Building Valuation: $ of Floors: of Unite:
Square Bane Total
Occupancy Typc Construction Type Footage Rate Value
WELLINGS BASEMENT - UNFINISHED 284-00 14.16 4021.44
DWELLINGS V-H 180-00 47.44 8532.20
DWELLINGS 2ND ,STORY 777-00 28-22 22004.64
PRIVATE GARMW3 V-N 860-00 17-20 14792.00
COVID PATIO, DECK, PORCH V-N 110.00 11-68 1284-80
Totals- --- -------- ------- -------- ---- --- ---- -- ------ -- --- -- 2211.00 50642.08
Building Permit Fees:
Date Description Type Hours Amount
08/14/20 PERMIT FEE Building 583-97
08/14/2.0 CAPACITY/'SINGLE FAMILY DWELL 242.00
------------
Total Fee=... ... .. . .. ... ... . .. .. ... . .• -- --- -- - 825.97
Leos: Collections to Date- - -- ----- --- - -- - -- ----- --- - ----- --- 250.00
------------
Net Amount Due 575.97
OWNER: DATE: AP1?LICANT IIATE:
*Application
Of For
Sewer Connection
41 h Sewer Tap Permit# ,>
Fate
Owner:
Contractor
Serv7ice Addr£�es �Street!PO Box: Erb t:f ± II D
Lots »listBtock
Refund Address Street Narne 1 PO Box 1Ext: I Dir
City Sta�t F
Inspection Fee-
Permit Fee:
Refundable Inspection Feei
Ca aoi Fee:
Date Paid Capacity Fee
_Other Foos: Fee Note:
Total Co6eotedl •
Fees Paid By :
Recei t # '
pate Receipted into Compt
By1 s
11nspection Complete Sewer not ins 12 ected but acti
Line Terminatio I Feet Fram
EDI See
Date Approved By Inspector
Remarks
Refund Date: Amount Bar)
BufldinPermit i�Buitdinp Permit Dat
11cceyto Customs ® (Recorded on the Piat
TO RECIEVE YOUR INSPECTION REFUND
PLEASE CALL THE CITY WASTEWATER OFFICE AT
(208) 736- 2281 FOR INSPECTION WHEN THE TAP
IS COMPLETED. IF INSPECTION IS OUTSIDE
NORMAL WORKING HOURS THE REFUND WILL BE
FORFEITTED.
} 0 0
n
CITY OF TWIN FALLS RESIDENTIAL ENERGY STANDARDS
BUILDER CERTIFICATION
BUILDING DIVISION
`g 345 2nd Avenue East
P.O.Box 1907
Twin Falls,ID 93303.1907
General Contractor: L U CPZ,77'/V tT 4'Ll 6EC Phone:
O C�k 2 Gr IIV r e- Lf
Mailing Address:
Site Address: 7
PROJECT DESCRIPTION: New .tN Single-Family t�7 No. of Stories 2- ❑ Conditioned
❑ Addition ❑ Multi-Family 0 No. of Units—S.F.
MAIN SPACE HEAT: ❑ Electric Resistance L�bNatural Gas ❑ Oil
❑ Heat Pump ❑ Propane ❑ Wood ❑ Other
COMPONENT VALUES COMPLIANCE PATHS
COMPONENT PROPOSED PRESCRIPTIVE Choose a Compliance Path and check one of the boxes below.
I PRESCRIPTIVE —All Component R-Values
Floor—or— R R-19 meet or exceed R-Values and Door or Glazing
-Crawl Space Wall R_% R-19 U-Values do not exceed U-Values.
Slab on Grade R-1 o -- R-10 ❑ ALTERNATE PRESCRIPTIVE
n Wall-Below Grade R /0 Nominal R-10 4
Decrease glazing U-value
Wall-Above Grade R /7 R-19 Increase glazing area
Ceiling-Attic R 3e R-38
Ceiling-Vaulted R y R-30 ❑ OVERALL THERMAL TRANSMITTANCE
Doors U Ta,ted U=.22 Project UA
Glazing U U,�� U = .50
Default Reference UA
Glazing % of Conditioned u-Values
Floor Area Z.2% 17%
BUILDER CERTIFICATION
I certify that the residential building to be constructed or sited
at the above address or property will be built to the standards BUN DE OR GENER�ONTRACTOR(Signature)
O above which meet or exceed the requirements of IDAHO 7ev)A)
CODE 44-2302(1) (C).
The facts stated in this certification are true to the best of my (Print.%'ame and OfjiceV4natvreforCorporation)
-knowledge. I acknowledge that a willful misrepresentation of a 1/y.QZ
material fact may be punishable under the laws of the State of (Date)
Idaho.
Copy Distribution:white-Jurisdiction-Gold-Builder-Pink-Home Buver