AD-2013-00260.tif LA m'4- T f i w c+ 0 u pf - A N S
ILLOWA Building Guide
u v .._4 ILLOWA Chapter of ICC ,
ICC
Single it y Residential
One Story Detached �`
How to use this guide:
This guide was designed to assist the do- it- yourselfer create a construction plan to build a simple one story
detached garage using conventional construction methods. Non - conventionally constructed garages wil
I
require a design professional.
i, Complete this Building Guide by filling in the blanks on page two and three and indicating which
construction details will be used.
2. Provide a Site Plan showing the dimensions of your project and its relationships to existing buildings
or structures, utilities, property lines and easements. In addition to project dimensions, your plot plan
must also show direction of trusses, location and detail of wall bracing, and any other pertinent
information not shown on the section drawing.
3. Now you are ready to apply for your building permit The majority of permit applications can be
processed with little delay. The submitted documents will help determine if the project is in compliance
with building codes, zoning ordinances and other applicable laws.
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4. Inspections. An inspection is required before footings can be poured and setbacks verified. A framing
inspection is required before installing siding to verify plans are being followed and that proper bracing is
used. All projects must receive a final inspection in order to verify that your project exterior meets code,
grade is proper and to close out the permit. Remember YOU are responsible to get the inspections! If
you are unsure during the construction process please contact your Department of Building Safety.
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DISCLAIMER: ILLOWA Chapter of the [CC has created this handout to assist with plans submittal under the 2009 International Residential
Code, and it is not intended to cover all circumstances. Please check with the Department of Building Safety for additional requirements. 1
04 -12 -10 V10
i
S ingle Family Residential—One Story Detached Gar
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Directions
1. Fill in the blanks on pages 2 and 3 with dimensions and
materials which will be used to build the structure. Please r 7 7 -1 print legibly. 2. Indicate in the check box on page 3 which foundation
detail from page 4 will be used.
Note: Heated garages may require special provisions.
C'i I
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Dimension
i
QI w° wt`N oW �w2
' « ap�2 5 Indicate rafter or
Locate and detail 2' a T�
� truss direction
wall bracing
Q rargrage is heated
`�' Garage is not heated
Show door and window header sizes and location and size
of landing if more than two risers.
Floor slope back to Dimension
3 1/2" minimum concrete slab front not less than a y r
all. vegetation shall be removed 1/8" per ft
(408.5) (IRC 309.1)
�
Man Door
► "' � �_�a
Headersize "' x i r k �0 � ' �� ( o Opening Width
(example 2) 2x12 orengineered lumber)
S
Note: If roof trusses or rafters bear on header, t e ,+41�
special header design may be required r
10 , w t n
� Double 2x4 br 2x6 trimmers each end ® i
of overhead door header F,
Garage door opening tzs'
Garage door opening width l 6 s
* See Braced Wall Panel Detail on page 4 to comply e
Dimension* with section (IRC 602.10.2) Dimension*
NOTES - Concrete Slab
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• All sod and vegetation must be removed.
• If fill is required under slab it must be compacted sand or gravel.
• Floating slab from Detail A and Al shall be monolithically poured.
• Welded wire fabric or equivalent in slab. .1V eS
• Minimum 12" perimeter footing (all four sides at least 12" below grade) (IRC 403.1.4). 1P 5ee. �$ o
® Concrete floor or curb to be 6" min. above grade (IRC 404.1.6).
• Floating slab shall be a maximum of 720 sq ft (IRC 403.1.4.1 Exception 1) with no dimension exceeding 30 ft.
04 -12 -10 V10
°gle Fam ily Residential—One Stor tac e Gar age
Truss' or 2 x V rafters spaced J121 O.0 Roof sheathing q] o4 5 1
(example: Put checkmark In box – or 2 x 10 Rafters Spaced 24" O.C. (example: 1/2" exterior plywood) see notes below
Roof covering: C to . 5. 5 7 1 7 3 Tv f 10 k"
Minimum 1 x 6 .ridge board (example: Class A3tab shingles) see notes below
exam la I x 12
luriderlayment:
(example: 1 layer 15# felt) see notes below
I
pitch I
Provide roof tie downs Ceiling Insulation: V',
If heated - example: R -88
Solid 2 x blocking between rafters that I.
are not 2 x 12 or greater
2 x ceilingjoists @ e �' O.C.
(example: 2 x 8 @ O.C.)
x 8 .S
' Double 2 x � plate
(example: 2 x 6)
Span ;2'3 s (
Span (example: 23' 5 ")
Note: Pre - engineered roof
trusses w /truss clips may be (ex a(
used in lieu of roof structure Gable mid point height (e
15')
shown
Diagonal wind bracing or ` " Siding r iv r� t C_
(example: laporvinyl)
braced wall panels @ corners J /
and each 25' of wall.
m5 c
Wall Sheathing
® (example: 1/2" exterior plywood)
♦ 2 x studs @ Ile " O.C..
: z 77 (example: 2 x 6 @ 24" O.C.)
Concrete Encased Ground Electrode 2 Cont. 2 x (p` sill plate
'�:; (example: 2 x 6)
" required for a new service t
Wall insulation
- ♦ '� (If heated - example: R -19 Fiberglass Batts)
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El Foundation Detail AorA 1
('Foundation Detail B Footing size VO x
(example: 8" x 16 ")
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Notes:
• Roof sheathing shall be a minimum of 3/8" plywood, for non - veneer OSB /WB 7/16" is the minimum. Sheathing spanning
16" or 24" on center, structural clips must be provided at the center point of each span (table R503.2.1.1 (1)d).
• For roofs with slopes less than 4:12, follow manufacturer's instructions for low slope application of roofing material.
• Shingles must be rated for 90 MPH and over 15# felt.
• Heated buildings require ice dam barrier applied inside of roof /wall junction.
• Hurricane straps, rafter ties or other tie downs shall be used to attach all roof rafters or trusses to top plates. When double
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top plates are used, straps or ties must attach to both plates.
DISCLAIMER: ILLOWA Chapter of the ]CC has created this handout to assist with plans submittal under the 2009 International Residential
Code, and it is not intended to cover all circumstances. Please check with the Department of Building Safety for additional requirements.
04 -12 -10 VSO
Ingle FarnilV Residential—O S torV Detached Garage
e e, a
1/2" x 10" steel anchor bolts 6'-
0" O.C. max., 7" min, penetration
max, 12" from corner and 12"
from each end of plate (min. 2
Lap siding over bolts per plate).
foundation a Bottom plate shall be min. 8"
minimum of 1 ". above grade, and be treated
wood decay resistive wood
Minimum Con-
crate Slab 3,5"
V min
Finished grade
12' € : ' °• �" #4 rebar min.
18' �•' "''.
v , �4 Cont. top &
3 min, bottom with
Note: Checkwith local 12„ 20" laps
building department for
swelling soils. Caissons may
be required.
1/2" x 10" steel anchor bolts 6' -0"
O.C. max., 7" min. penetration max.
rr Lap siding over
12" from corner and 12" from each
� � ��� �S• G y � foundation a end of plate (min. 2 bolts per plate). I�
minimum of 1".
0 Bottom plate shall be treated wood
V (M.e C26 65 or decay resistive wood
v"
6 C f ®12 - L;ko� g max
6 "min ®_ Minimum
® Concrete
�fvl�� 06 ` PS + i Slab 3.5"
Finished grade
4 ft 12 )tim #4 rebar min.
e;
continuous
3" min top & bot-
P'
"m, tom with �
Note: Check with local building 20" laps
department for swelling soils.
® Caissons may be required.
O.C. max., 7" min. penetration max.
Lap siding over 12" from corner and 12" from each
foundation a end of plate (min. 2 bolts per plate).
I
minimum of 1 "\ Bottom plate shall be min. 8" above
\�A grade, or be treated wood or decay
resistive wood
Finished 6 min Minimum
grade r. concrete slab 3.5"
Fiberboard expansion joint
s ' Provide #4 rebar vert. @
42" min':, 4' -0" O.C. insert rebar into
concr footing or k wa
Note. Check wif
concr g Y Y
local building
department for #4 rebar min. continu-
swelling soils.
Caissons maybe •' s ous top of stem wall &
R„
required. 3 „ at footing with 20" laps
i
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DISCLAIMER: ILLOWA Chapter of the ]CC has created this handout to assist with plans submittal under the 2009 International Residential
Code, and it is not intended to cover all circumstances. Please check with the Department of Building Safety for additional requirements. n
i
04 -12 -10 V10
i
S in g le Family Residen Story Detached Garage
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Extent of Header (Two Braced Wall Segments) Top Plate continuity is Side
I -4---- Extent of Header (One Braced Wall Segment) ® I required per section 8602.3.2 I Elevation
(Vlin3 "X11.25 "Net Head er
Headed shall occurattop o, wall
ii
4-- 2'to 18' (Finished Width)
Fasten sheathing to header with 8D common nails 16D Sinker
in 3" grid pattern as shown and 3" O.C. in framing Braced Nails in 2
as shown (studs and sills) typ. Wall Rows @ 3"
Segment D.C.
Minimum 1000 lb header -to -jack stud strap on Per
Max • both sides of opening per table R602.10.4.1.1 R602.10.4
Height (install on backside as shown on side elevation) ® —J
10' Header shall be fastened to the king stud with
1000 lb
6 -16D sinker nails Header
No. of Header - to -
For panel splice (if needed), panel edges shall be Jack -stub
blocked and occur within 24" of mid height. One Jack Studs strap on
*—per Table both sides
row oftyp. Sheathing is required in each panel. 8502.5 (1 &2) of openings
Wood structural panel strength axis j
.4--- Min (2) 2X4 typ. 7/16" Min
Thickness
wood Struc-
Minimum length based on 4:1 height -to- length tural Panel
ratio; (Ex. 24" min for 8' height) I sheathing
in 25" X 3/16 Plate Washer
Anchor Bolt Per R403.1.6
IRC FIGURE R602.10.3.4
Notes:
a For more information on wall bracing go to: www.apawood.org /wallbracing
Construction Droiect notes:
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04 -12 -10 V10
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' Pa e 1
Design 44114 of 3
630 1201 3
Items Selected: Options Selected Front View
Gable roof wl 5112 pitch, standard trusses 2' O.C. The options you have selected are:
Truss Design Location Zip Code: 68008 30 LB Roof Felt
2x4 Wall Framing Material 2 Rows Granular Ice & Water Barrier
24' Wide X 22' Deep X 8' High Standard Concrete Blocks ° ° 000000
12 Pine Wide Grooved Vertical Siding Anchor Bolts o
1x4 Cedar Outside Corners 2 - 2424 Window— White Vinyl Utility
Nova Wrap 1 -16x7 Overhead Door — Insulated RP
12" gable/24" eave overhangs 1.36X80 Service Door — E -16 -Panel Steel RS
7116" OSB Roof Sheathing Back View
Biltmore, Charcoal Gray Shingles
Slant Back Vent(Metal), Black
White Aluminum Soffit & Fascia
White Premium Roof Edge �a
White Vinyl Overhead Door Jamb
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Today's estimated base price: $2,645.24 Today's es tim a ted price: $5,272.24
The base price includes: " Eave10" Gable Overhangs, Framing If purchased today, ming Materials $
7116 OSB Roof Sheathing, 20 yr. Fiberglass Classic - Onyx y ou save 421.72
Black Shingles, Pine Fascia, Galvanized Regular Roof Edge,
8" Textured Vertical Hardboard Siding, No Service Doors Monthly BIG Card payment: $166.91
No Overhead Doors, No Windows, or Any Other Options.
Take this sheet to the Building Materials counter to purchase your materials.
All information on this form, other than price, has been provided by guest and Menards is not responsible for any errors in the information on this estimate, including but not limited
to quantity, dimension and quality. Please examine
this estimate carefully, MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE, THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST.
BECAUSE OF THE WIDE VARIATIONS IN CODES, THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.
® 6 of
1
Here r the wall configu for your design.
Illustration May Not Depict All Options Selected
1:1 El
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11 __ 11 � 18 21•6" 31 X 6 2'X 2
Gable Front View j
(1) - 2424 WHITE VINYL UTILITY WINDOW (1) - E -16 -PANEL STEEL DOOR PH36X80 RH DB
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❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ x 'd
—3' 16'X 7' 3' 10' - -10
tx2
Eave Front View Eave Back View
(1) - 16X7WHITE INSUL RAISEDPNLEZSETTORSN M4SV (1) - 2424 WHITE VINYL UTILITY WINDOW
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Building Size; 24 feet wide X 22 feet long X 8 feet high
Approximate Peak Height (includes 1 row of concrete blocks). 14 feet 1 inches (169 inches)
Menards provided material estimates are intended as a general construction aid and have been calculated using typical construction methods, Because of the wide variable in
codes and site restrictions, all final plans and material lists must be verified with your local zoning office, architect and/or builder for building design and code compliance.
Menards is a supplier of construction materials and does not assume liability for design, engineering or the completeness of any material lists provided. Underground electrical
phone and gas lines should be located and marked before your building plans are finalized. Remember to use safety equipment including dust masks and sight and hearing
protection during construction to ensure a positive building experience.
Pa e of 3
Designt 44114 63 1201
3
Garage Floor Plan.
Illustration May Not Depict All Options Selected
--------------------------------- - -
1 11
2'x 2'
3 x 6'-8"
2 1 -6 11
- --------- ---- ------ 16'x
Building Size: 24 feet wide X 22 feet long X 8 feet high
Note: Wall construction is 2x4 @ 16" on center
Des
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Estimate From
ESTIMATE FOR:
GOOM
Estimate # 44114
STORE # 3267 FRMT PHONE: (402) 753 -3179 Page 1 of 5
Kirk, Roy 3600 East 24th Street FAX: (402) 753 -3190 i
155 Jackson St Fremont, NE 68025
Blair, NE 68008 -2611
Ph: ( 402 ) 426 -2391 ESTIMATE BY ESTIMAT DATE
PROJECT DESCRIPTION:
garage BARRY S. 06/30/13
i
SKU NUMBER DESCRIPTION QTY TO ORDER ADDITIONAL ITEM INFORMATION
102 -1091 2X4 -92 5/8" SPF STUD 90 EACH
WALL STUDS
102-1114 2X4 -10' STUD / #2 &BTR SPF CONSTR LUMBER 4 EACH ON SALE THRU 07/07/13
TOP PLATE
102 -1127 2X4 -12' #2 &BTR SPF CONSTR LUMBER 4 EACH ON SALE THRU 07/07/13
TOP PLATE
102 -1127 2X4 -12' #2 &BTR SPF CONSTR LUMBER 4 EACH ON SALE THRU 07/07/13
LATERAL BRACING
102 -1143 2X4 -16' #2 &BTR SPF CONSTR LUMBER 4 EACH ON SALE THRU 07/07/13
GBL FLY RAFTER
102 -1143 2X4 -16' #2 &BTR SPF CONSTR LUMBER 6 EACH ON SALE THRU 07/07/13
TOP PLATE
102 -1787 2X6 -14' #2 &BTR SPF CONSTR LUMBER 4 EACH
SPF FASCIA
i
102 - -1790 2X6 -16' #2 &BTR SPF CONSTR LUMBER 4 EACH
SPF FASCIA
102 -2016 2X10 -8' #2 &BTR FIR CONSTR LUMBER 2 EACH ON SALE THRU 07/07/13
WINDOW HEADER
102 -2016 2X10 -8' #2 &BTR FIR CONSTR LUMBER 1 EACH ON SALE THRU 07/07/13
SRV DOOR HEADER
111 -1312 2X8 -6' AC2 TREATED AG LIFETIME WTY 1 EACH ON SALE THRU 06/30/13
SILL PLATE
i
111 -1325 2X8 -8' AC2 TREATED AG LIFETIME WTY 2 EACH ON SALE THRU 06/30/13
SILL PLATE
111.- -1338 2X8 -10' AC2 TREATED AG LIFETIME WTY 1 EACH ON SALE THRU 06/30/13
SILL PLATE
111 -1341 2X8 -12' AC2 TREATED AG LIFETIME WTY 1 EACH ON SALE THRU 06/30/13
SILL PLATE
111 -1367 2X8 -16' AC2 TREATED AG LIFETIME WTY 2 EACH ON SALE THRU 06/30/13
SILL PLATE I,
This is an estimate. It is given only for general price information. This is not an offer and there can be no legally binding contract between
the parties based upon this estimate. The prices stated herein are subject to change depending upon the market conditions. The prices stated
on this estimate are not firm for any time period unless specifically written otherwise on this form and are not inclusive of taxes, delivery,
packaging or any other charges which may or may not need to be added when ultimately purchasing products from this estimate.
The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY
THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY OF THE MATERIALS
STATED HEREIN. All information on this form, other than price, has been provided by guest and Menards is not responsible for any errors
GUEST ! �7
®P
in the information on this estimate, including but not limited to quantity, dimension and quality. Please examine this estimate carefully. l� 1 j
MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE
SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES, PAGE 1 OF 5
THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.
i
Estimate From
Estimate # 44114
ESTIMATE FOR:
STORE # 3267 FRMT PHONE: (402) 753 -3179 Page 2 of 5
Kirk, Roy 3600 East 24th Street FAX: (402) 753 -3190
155 Jackson St Fremont, NE 68025
Blair, NE 68008 -2611
Ph: ( 402 ) 426 -2391 ESTIMATE BY ESTIMATE DATE
PROJECT DESCRIPTION:
garage BARRY S. 06/30/13
SKU NUMBER DESCRIPTION QTY TO ORDER ADDITIONAL ITEM INFORMATION
123 -1085 1/2 "— (15/32) -4X8 CDX 3PLY3 —BLACK STRIPES 1 EACH
HEADER SPACERS
124 -2728 7/16 OSB 3 —WHITE STRIPES 26 EACH
ROOF SHEATHING
145 -1179 5/8 "— (19/32) -4'X8' RB &B 12 SIDING 26 EACH ON SALE THRU 06/30/13
VERTICAL SIDING
147 -5265 SLANT BACK VENT(METAL) BLACK 4 EACH ON SALE THRU 07/07/13
ROOF VENT
151 -1802 #30 FELT HEAVY DUTY 3'X72' (2 SQ) 3 EACH
ROOFING FELT
151 -1828 1 SO ICE &WATER BARRIER GRANULAR FACE 3 EACH
GRAN ICE &WATER
151 -1909 SHINGLE STARTER STRIP 7.2 1 IX33 1 4" ROLL 2 EACH
SHINGLES
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151 -3279 BILTMORE CHARCOAL GREY 24 EACH ON SALE THRU 07/07/13 �
SHINGLES
151 -3324 HIP &RIDGE 12 FOR IKO 33' CHARCOAL GREY 1 EACH
SHINGLES
153 -1248 .9GL WET OR DRY PLASTIC ROOF CEMENT 1 EACH ON SALE THRU 07/07/13
157 -1005 5/8 "X10' Z FLASHING BROWN METAL 4 EACH
Z FLASHING
157 -1398 12' "ADE" ALUM DRIP EDGE WHITE 11 EACH
ROOF EDGE
157 -1403 12' PRO FRIEZE ALUMINUM WHITE 10 EACH ON SALE THRU 07/07/13
FRIEZE RUNNER
157 -1487 16 1 IX12' PRO VENTED SOFFITWHITE 11 EACH ON SALE THRU 07/07/13
ALUMINUM SOFFIT
157 -1554 1 -1/4 1 IX10' DRIPCAP WHITE WINDOW /DOOR 2 EACH
DRIP CAP
This is an estimate. It is given only for general price information. This is not an 6ffer and there can be no legally binding contract between
the parties based upon this estimate. The prices stated herein are subject to change depending upon the market conditions. The prices stated
on this estimate are not firm for any time period unless specifically written otherwise on this form and are not inclusive of taxes, delivery,
packaging or any other charges which may or may not need to be added when ultimately purchasing products from this estimate.
The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY
THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY OF THE MATERIALS
STATED HEREIN. All information on this form, other than price, has been provided by guest and Menards is not responsible for any errors GUEST 7E CST COPY
in the information on this estimate, including but not limited to quantity, dimension and quality. Please examine this estimate carefully. �7 1 1. 1
MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE
SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES, PAGE 2 5
THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.
I
Estimate From
dL
Rw- OWN
Estimate # 44114
ESTIMATE FOR:
STORE # 3267 FRMT PHONE: (402) 753 -3179 Page 3 of 5
Kirk, Roy 3600 East 24th Street FAX: (402) 753 -3190
155 Jackson St Fremont, NE 68025
Blair, NE 68008 -2611
i
Ph: (402) 426 -2391 ESTIMATE BY ESTI MATE DATE
PROJECT DESCRIPTION:
garage BARRY S. 06/30/13
SKU NUMBER DESCRIPTION QTY TO ORDER ADDITIONAL ITEM INFORMATION
157 -1567 6 1 IX12' R/S FASCIA .019 WHITE 10 EACH ON SALE THRU 07/07/13
ALUMINUM FASCIA
157 -1664 1 -1/4" ALUM TRIM NAIL WHITE 1LB BOX 1 EACH
SIDING NAILS
161 -1608 7 1/2 1 IX50' SILL SEALER FOAM 2 EACH
SILL SEAL
161 -2957 9 'X 75' NOVA WRAP HOUSE WRAP 2 EACH
161 -3220 1.88 1 IX54.6 YARD TAPE RED 3.4 MIL THICK 1 EACH
HOUSE WRAP TAPE
179 - 4360 8 1'X8 "X16" CONCRETE BLOCK 36 LBS 57 EACH ON SALE THRU 07/07/13
ROW OF BLOCK
188 -6317 24' RESIDENTIAL 5/12 62# 210C 10 EACH ** Special Order ** ON SALE THRU 06/30/13
mmon
ItemNum= C11751224
I
188 -6333 24' RESIDENTIAL 5/12 END FRAME 2 EACH ** Special Order ** ON SALE THRU 06/30/13
d
ItemNum= C11751224E
189 -1069 TYPE N MORTAR MIX 60 LBS BAG 7 EACH
MORTAR MIX
191 -7684 HOW TO BUILD GARAGE PLAN CAG5502 1 EACH
GARAGE PLAN
219 -5748 BB COMBO BYRON /DB SNG CYLJC60VBRY605 1 EACH ON SALE THRU 07/14/13
SRVDOOR LOCKSET
227 -1316 7 /16 "PLYWD CLIP STEEL 25 /PC716 —BMC 10BG/ 5 EACH
H —CLIPS
227 -1507 1 -1/2 JOIST HANGER NAIL HDG 1LB BOX 3 EACH
1# Tie Nails
227 -1647 RAFTER TIE RT15 —TZ 20 EACH
RAFTER TIES
229 -5347 8D V.C. SINKER NAIL 5LB BOX 5 BOX
This is an estimate. It is given only for general price information. This is not an offer and there can be no legally binding contract between
the parties based upon this estimate. The prices stated herein are subject to change depending upon the market conditions. The prices stated
on this estimate are not firm for any time period unless specifically written otherwise on this form and are not inclusive of taxes, delivery,
packaging or any other charges which may or may not need to be added when ultimately purchasing products from this estimate.
The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY
THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY OF THE MATERIALS
STATED HEREIN. All information on this form, other than price, has been provided by guest and Menards is not responsible for any errors GUEST Q�P !+ ®P�7
in the information on this estimate, including but not limited to quantity, dimension and quality. Please examine this estimate carefully. �T lJ L�7 1 1. 1
MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE
SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES, PAGE 3 OF 5
THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.
Estimate From
Estimate # 44114
ESTIMATE FOR:
STORE # 3267 FRMT PHONE: (402) 753 -3179 Page 4 of 5
Kirk, Roy 3600 East 24th Street FAX: (402) 753 -3190
155 Jackson St Fremont, NE 68025
Blair, NE 68008 -2611
Ph: ( 402 ) 426 -2391 ESTIMATE BY E STIMATE DATE
PROJECT DESCRIPTION:
garage BARRY S. 06/30/13
SKU NUMBER DESCRIPTION QTY TO ORDER ADDITIONAL ITEM INFORMATION
SHEATHING NAILS
229 -5363 16D V.C. SINKER NAIL 5LB BOX 4 BOX
FRAMING NAILS
229 -5457 6D HDG BOX NAIL 1LB BOX 1 BOX
GALV BOX NAILS
229 -5554 8D HDG BOX NAIL 5LB BOX 4 BOX
SIDING NAILS
229 -5570 16D HDG BOX NAIL 5LB BOX 1 BOX
FRAMING NAILS
229 -5648 16D HDG CASING NAIL 1LB BOX 1 BOX
CASING NAILS
229 -5790 1 -1/4" EGALV ROOFING NAIL5LB BOX 3 BOX
ROOFING NAILS
231 -2194 5/16" STAPLES 5010 —C 5M 1 EACH
HS WRAP STAPLE
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232 -9021 1/2" X 8 "HG ANCH BOLT N &W2PC 128HGAB 11 EACH
ANCHOR BOLTS
403 -2265 24X24 WHITE VINYL UTILITY WINDOW 2 EACH
WINDOW
414 -1703 E -1 6 —PANEL STEEL DOOR PI336X80 RH DB 1 NOSO ON SALE THRU 07/14/13 !
SERVICE DOOR
417 -1621 GARAGE DOOR STOP WHITE 7' VINYL 2 EACH ON SALE THRU 06/30/13
OH DOOR STOP
417 -1663 GARAGE DOOR STOP WHITE 16' VINYL 1 EACH
OH DOOR STOP
417 -9377 VINYL JAMB TRIM WHITE 7' 11/16X5 -13/16 4 EACH ON SALE THRU 06/30/13
OH DOOR JAMB
417 -9380 VINYL JAMB TRIM WHITE 10'11/16X5 -13/16 2 EACH
OH DOOR JAMB
This is an estimate. It is given only for general price information. This is not an offer and there can be no legally binding contract between
the parties based upon this estimate. The prices stated herein are subject to change depending upon the market conditions. The prices stated
on this estimate are not firm for any time period unless specifically written otherwise on this form and are not inclusive of taxes, delivery,
packaging or any other charges which may or may not need to be added when ultimately purchasing products from this estimate.
The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY
THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY OF THE MATERIALS (~OP`T
STATED HEREIN. All information on this form, other than price, has been provided by guest and Menards is not responsible for any errors GUEST
in the information on this estimate, including but not limited to quantity, dimension and quality. Please examine this estimate carefully. COPY
MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE
SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES, PAGE 4 OF 5
THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.
i
Estimate From
U 3ZQV&�u
MNW" L 0% 1 Estimate # 44114
ESTIMATE FOR:
STORE # 3267 FRMT PHONE: (402) 753 -3179 Page 5 of 5
Kirk, Roy 3600 East 24th Street FAX: (402) 753 -3190
155 Jackson St Fremont, NE 68025
Blair, NE 68008 -2611
Ph: ( 402 ) 426 -2391 ESTIMATE BY ESTIMATE DATE
PROJECT DESCRIPTION:
garage BARRY S. 06/30/13
SKU NUMBER DESCRIPTION QTY TO ORDER ADDITIONAL ITEM INFORMATION
i
417 -9720 VINYL BRICK MLD WHITE 8' 1- 1/4 "X2" 2 EACH ON SALE THRU 06/30/13 j
OHDR BRICKMOULD
417 -9746 VINYL BRICK MLD WHITE 17 1 /4 1 IX2" 1 EACH
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OHDR BRICKMOULD
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425 -1075 KEYED LOCK SET #1024050 1 EACH
OHDOOR LOCKSE
425 -1088 REAR TRACK HANGING KIT IDEAL 1 EACH
REAR HANGER KIT
I
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425 -1143 LOW HEADROOM KIT DOUBLE TRACK 1 EACH
OVERHEAD DOOR
i
425 -1618 16X7WHITE INSUL RAISEDPNLEZSETTORSN M4SV 1 EACH ON SALE THRU 07/07/13
OVERHEAD DOOR
433 -4222 PINE TAPERED SHIMS 12 CT 3/8X1- 1/4X8" 1 EACH j
PACKS OF SHIMS
I
563 -4222 PAINTER'S PREMIUM WHITE WL0037700 100Z 3 EACH
I
CAULK
106 -2144 1 -3/4 "X14 20' LVL 1.9E 2 EACH ON SALE THRU 07/07/13
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* ** If purchased today, you save $423.28 * **
I
This is an estimate. It is given only for general price information. This is not an offer and there can be no legally binding contract between
the parties based upon this estimate. The prices stated herein are subject to change depending upon the market conditions. The prices stated TODAY SSUB- TOTAL: 5,301.88
on this estimate are not firm for any time period unless specifically written otherwise on this form and are not inclusive of taxes, delivery, REGULAR SUB - TOTAL: 5,725.16
packaging or any other charges which may or may not need to be added when ultimately purchasing products from this estimate.
The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FORANY LOSS INCURRED BY
THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY OF THE MATERIALS
STATED HEREIN. All information on this form, other than price, has been provided by guest and Menards is not responsible for any errors GUEST Y
TEST COP
in the information on this estimate, including but not limited to quantity, dimension and quality. Please examine this estimate carefully, lJ �7 1 1 WRITTEN OR OTHERWISE
THAT THE MATERIALS LISTED ARE
SUITABLE OR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES,
PAGE 5 O F 5
THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.