HomeMy WebLinkAbout19090096 Building Plans2.98
12
=3x8
=1.5x4
= 3x5 = 4x6
=4x6
= 3x5
=1.5x4
=3x8
1 7
10 9 8
62
21
3 52017
18 19
4
T 1 T2
B1 B2
W
2
W1 W
1
W2
1-0-0
27-4-0
2-0-0
-2-0-0
6-0-7
13-2-0
6-0-7
19 -2-7
7-1-9
7-1-9
7-1-9
26-4-0
8-0-10
17-2-5
9-1-11
26-4-0
9-1 -11
9-1 -114-0-130-3-14 3-7-1Scale = 1:50
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.26 8-10 >999 240 MT20 197/144
Snow (Ps/Pg) 16.8/20.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.72 8-10 >439 180
TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL) 0.13 6 n/a n/a
BCLL 0.0 * Code IRC2012/TPI2007 Matrix-MS
BCDL 10.0 Weight: 87 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 1650F 1.3E
BOT CHORD 2x4 SPF 1650F 1.3E
WEBS 2x4 SP No.2 or 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1077/0-3-8, (min. 0-1 -13), 6=1022/0-3-8, (min. 0-1-12)
Max Horiz 2=59 (LC 12)
Max Uplift 2=-180 (LC 16), 6=-142 (LC 16)
Max Grav 2=1174 (LC 2), 6=1112 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2953/443, 3-17=-2603/337, 17-18=-2557/345, 4-18=-2556/353, 4-19=-2564/351, 19 -20=-2564/342, 5-20=-2610/335,
5-21=-2920/441, 6-21=-2963/426
BOT CHORD 2-10=-375/2823, 9-10=-223/1950, 8-9=-223/1950, 6-8=-382/2834
WEBS 3-10=-465/189, 4-10=-32/715, 4-8=-38/723, 5-8=-469/193
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS
(directional) and C-C Exterior (2) -2-0-0 to 1-1-1, Interior (1) 1-1-1 to 13-2-0, Exterior (2) 13 -2-0 to 16 -2-0, Interior (1) 16 -2-0 to 27-4-0 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Ps=16.8 psf (roof snow: Lumber DOL=1.15 Plate DOL=1.15);
Category II; Exp C; Partially Exp.; Ct=1.20; Unobstructed slippery surface; Min. flat roof snow load governs.
4) Roof design snow load has been reduced to account for slope.
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 16.8 psf on overhangs non-concurrent with other live loads.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 2 and 142 lb uplift at joint 6.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Tree Damage Insurance Job
025417 R1 3 1COMMON Job Reference (optional)
KA Components, Otterbein, IN Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Fri Sep 06 08:32:25 Page: 1
ID:nx?DkEkNj6T64XzYEcJveJygQJE-3G0tH7LIXg0pqKlpiCfoj9UxZF7vKaRX5YwhvtygQEa
09/20/19
David Rutti
2.98
12
=3x4
=3x4
=3x5
=4x4
=3x4
1 17
31 30 29 28 27 26 25 24 23 22 21 20 19 18
162
41
153
144
13538126 39 40117
108
9
T1 T2
B1 B2ST7ST6ST5ST4ST3ST2ST1ST6ST5ST4ST3ST2 ST11-0-0
27-4-0
2-0-0
-2-0-0
13-2-0
13-2-0
13-2-0
26-4-0
26-4-04-0-130-3-14 3-7-1Scale = 1:50.1
Plate Offsets (X, Y): [2:0-1 -13,Edge]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 197/144
Snow (Ps/Pg) 16.8/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 35 n/a n/a
BCLL 0.0 * Code IRC2012/TPI2007 Matrix-MS
BCDL 10.0 Weight: 103 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 1650F 1.3E
BOT CHORD 2x4 SPF 1650F 1.3E
OTHERS 2x4 SP No.2 or 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 26-4-0.
(lb) - Max Horiz 2=59 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 18, 19, 20, 21, 22, 23, 26,
27, 28, 29, 30, 31, 16 except 2=-106 (LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) 19, 20, 21, 22, 23, 24,
26, 27, 28, 29, 30 except 18=404 (LC 34), 31=377 (LC 33),
2=338 (LC 2), 16=266 (LC 2)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-257/37
BOT CHORD 2-31=-19/266
WEBS 3-31=-255/84, 15-18=-268/93
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS
(directional) and C-C Exterior (2) -2-0-0 to 1-1-1, Interior (1) 1-1-1 to 13-2-0, Exterior (2) 13 -2-0 to 16 -2-0, Interior (1) 16 -2-0 to 27-4-0 zone; cantilever left and right exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=20.0 psf (ground snow); Ps=16.8 psf (roof snow: Lumber DOL=1.15 Plate DOL=1.15);
Category II; Exp C; Partially Exp.; Ct=1.20; Unobstructed slippery surface; Min. flat roof snow load governs.
5) Roof design snow load has been reduced to account for slope.
6) Unbalanced snow loads have been considered for this design.
7) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 16.8 psf on overhangs non-concurrent with other live loads.
8) All plates are 1.5x4 MT20 unless otherwise indicated.
9) Gable requires continuous bottom chord bearing.
10) Gable studs spaced at 1 -4-0 oc.
11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
12) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18, 16 except
(jt=lb) 2=106, 2=106.
14) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Tree Damage Insurance Job
025417 R1GE 1 1GABLE Job Reference (optional)
KA Components, Otterbein, IN Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Fri Sep 06 08:32:25 Page: 1
ID:nx?DkEkNj6T64XzYEcJveJygQJE-3G0tH7LIXg0pqKlpiCfoj9U1EFFPKcgX5YwhvtygQEa
09/20/19
David Rutti
Job Truss Truss Type Qty Ply Tree Damage Insurance Job
025417 R1GE 1 1GABLE Job Reference (optional)
KA Components, Otterbein, IN Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Fri Sep 06 08:32:25 Page: 2
ID:nx?DkEkNj6T64XzYEcJveJygQJE-3G0tH7LIXg0pqKlpiCfoj9U1EFFPKcgX5YwhvtygQEa
09/20/19
David Rutti
1
FODERA, AMANDA 14-8851-M63
State Farm
P.O. Box 106169
Atlanta, GA 30348-6169
Fax: 1-844-236-3646
statefarmfireclaims@statefarm.com
Date: 8/14/2019 12:31 PM 132214.1 06-18-2009 Page: 1
Structural Damage Claim Policy
When you have a covered structural damage claim to your real property, you should know:
· We want you to receive quality repair work to restore the damages to your property.
· We will provide you with a detailed estimate of the scope of the damage and costs of repairs. Should the
contractor you select have questions concerning our estimate, they should contact your claim representative
directly.
· Depending upon the complexity of your repair, our estimate may or may not include an allowance for general
contractor's overhead and profit. If you have questions regarding general contractor's overhead and profit and
whether general contractor services are appropriate for your loss, please contact your claim representative
before proceeding with repairs.
· There may be building codes, ordinances, laws, or regulations that affect the repairs of your property. These
items may or may not be covered by your policy. Please contact your claim representative if you have any
questions regarding coverage which may be available under your policy.
· If you select a contractor whose estimate is the same as or lower than our estimate, based on the same scope of
damages, we will pay based upon their estimate. If your contractor's estimate is higher than ours, you should
contact your claim representative prior to beginning repairs.
· State Farm® cannot authorize any contractor to proceed with work on your property. Repairs should proceed
only with your authorization.
· State Farm does not guarantee the quality of the workmanship of any contractor or guarantee that the work will
be accomplished within any specific time frame.
· It is understood that the contractor is hired by you, our insured, and that they work for you - not State Farm.
If you have any questions or need additional information regarding your claim, please contact your claim
representative immediately.
09/20/19
David Rutti
2
14-8851-M63
Date: 8/14/2019 12:31 PM Page: 2
1002989 139928.1 01-23-2013
Building Estimate Summary Guide
This summary guide is based on a sample estimate and is provided for reference only.
Please refer to the estimate for specifics of your claim.
State Farm Insurance
Insured: Smith, Joe & Jane
Property: 1 Main Street
Anywhere, IL 00000-0000
Type of Loss: Other
Deductible: $1,000.00
Estimate: 00-0000-000
Claim number: 00-0000-000
Policy Number: 00-00-0000-0
Price List: ILBL8F_MAR 13
Restoration/Service/
Remodel
F = Factored In,
D = Do Not Apply
Summary for Dwelling
Line Item Total 1 5,953.10
Material Sales Tax @ 10.000% x 1,520.00
Subtotal 6,105.10
General Contractor Overhead 2 @ 10.0% x 6,105.10 610.51
General Contractor Profit @ 10.0% x 6,105.10
Replacement Cost Value (Including General Contractor Overhead and Profit 3 7,326.12
Less Depreciation (Including Taxes) 4 (832.50)
Less General Contractor Overhead & Profit on Recoverable &
Non - recoverable Depreciation (166.50)
Less Deductible 5
Net Actual Cash Value Payment 6
Maximum Additional Amounts Available If Incurred:
Total Line Item Depreciation (Including Taxes) 4 832.50
Less Non - recoverable Depreciation (Including Taxes) 7
Subtotal 312.50
General Contractor O&P on Depreciation 166.50
Less General Contractor O&P on Non - recoverable Depreciation
Subtotal
Total Maximum Additional Amounts Available If Incurred 8
Total Amount of Claim If Incurred 9
Claim Representative
ALL AMOUNTS PAYABLE ARE SUBJECT TO THE TERMS, CONDITIONS AND LIMITS OF
YOUR POLICY.
1. Line Item Total – Total value of all line
items in the estimate plus possible
adjustments for labor minimums. Labor
Minimum is to cover a certain minimum
number of hours for drive-time, set up
time and applicable administrative
costs and repairs.
2. General Contractor’s Overhead and
Profit – General contractor’s charge for
coordinating your repairs.
3. Replacement Cost Value (RCV) –
Estimated cost to repair or replace
damaged property.
4. Depreciation – The decrease in the
value of property over a period of time
due to wear, tear, condition, and
obsolescence. A portion or all of this
amount may be eligible for replacement
cost benefits.
5. Deductible – The insurer will pay for
losses, up to the policy limits, in excess
of your applicable deductible.
6. Net Actual Cash Value Payment
(ACV) – The repair or replacement cost
of the damaged part of the property
less depreciation and deductible.
7. Non Recoverable Depreciation –
Depreciation applied to items that are
not eligible for replacement cost
benefits.
8. Total Maximum Additional Amount if
Incurred – Total amount of
recoverable depreciation after actual
repair or replacement of the property.
9. Total Amount of Claim if Incurred –
Total amount of the claim, including net
actual cash value payment and total
maximum additional amount available if
incurred.
09/20/19
David Rutti
3
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 3
Estimate: 14-8851-M63
Claim Number: 148851M63
Policy Number: 94-B8-R449-9
Price List: ININ28_AUG19
Restoration/Service/Remodel
Insured: FODERA, AMANDA
Property: 10621 Ruckle St
Indianapolis, IN 46280-1075
Cellular: 317-900-3323
Type of Loss: Wind Damage
Deductible: $1,000.00
Date of Loss: 5/16/2019
Date Inspected: 6/11/2019
Summary for Coverage A - Dwelling - 35 Windstorm and Hail
Line Item Total 21,963.70
Material Sales Tax 243.33
Subtotal 22,207.03
General Contractor Overhead 1,155.47
General Contractor Profit 1,155.47
Replacement Cost Value (Including General Contractor Overhead and Profit) 24,517.97
Less Deductible (1,000.00)
Net Payment $23,517.97
Hernandez, Stephanie
844-458-4300 x 9725416346
ALL AMOUNTS PAYABLE ARE SUBJECT TO THE TERMS, CONDITIONS AND
LIMITS OF YOUR POLICY.
09/20/19
David Rutti
4
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 4
Source - Eagle View
Source - Eagle View
Roof (A)F1 (B)F2 R3 (1) F3
7' 7" 19' 10"59' 3"15' 5"
15'
15' 5"
15'
30'
Roof
1,980.90 Surface Area
195.47 Total Perimeter Length
19.81 Number of Squares
59.24 Total Ridge Length
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
1. R&R Truss - 3/12 slope 120.00 LF REVISED
2. Remove Sheathing - 256.00 SF 0.47 0.00 24.06 144.38
spaced 1" x 6"
3. Sheathing - OSB - 5/8" 256.00 SF 1.71 9.68 89.50 536.94
4. Remove Laminated - comp. 3.00 SQ REVISED
shingle rfg. - w/ felt
5. Laminated - comp. shingle 3.33 SQ REVISED
rfg. - w/ felt
Above line item allows to replace shingles in the area of truss repairs and additional shingles to replace the shingles removed to
facilitate rolled roofing replacement.
6. R&R Flat roof exhaust vent 1.00 EA 71.12 1.89 14.60 87.61
/ cap - gooseneck 8"
7. R&R Exhaust cap - 1.00 EA REVISED
through roof - 6" to 8"
8. Tear off, haul and dispose 1.51 SQ 33.64 0.00 10.16 60.96
of roll roofing
9. Roll roofing 1.51 SQ 88.13 6.03 27.82 166.93
10. R&R Drip edge 63.00 LF REVISED
11. R&R Masonry chimney 3.00 LF 398.73 20.19 243.28 1,459.66
and flue
12. R&R Continuous ridge 59.24 LF 7.57 12.65 92.22 553.31
vent - shingle-over style
***Begin Revisions by Stephanie Hernandez 08/08/2019***
13. R&R Truss - 3/12 slope 145.00 LF 6.98 38.98 210.22 1,261.30
14. R&R Furnace vent - rain 1.00 EA 77.72 2.20 15.98 95.90
cap and storm collar, 6"
09/20/19
David Rutti
5
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 5
CONTINUED - Roof
DESCRIPTION QUANTITY UNIT PRICE RCVTAX GCO&P
15. R&R Framing/truss 10.00 EA 8.52 4.09 17.86 107.15
anchor - wood to
concrete/masonry
16. Attic vent - gable end - 1.00 EA 86.56 3.76 18.08 108.40
vinyl - Small
17. R&R Sheathing - OSB - 32.00 SF 1.50 0.83 9.76 58.59
1/2"
Flat Roof
18. Tear off, haul and dispose 9.15 SQ 44.87 0.00 82.12 492.68
of comp. shingles -
Laminated
19. Laminated - comp. 10.33 SQ 202.39 68.77 431.90 2,591.36
shingle rfg. - w/ felt
20. R&R Drip edge 64.50 LF 2.07 2.89 27.30 163.71
Eaves
21. Drip edge 15.00 LF 1.81 0.67 5.58 33.40
Rakes
***End Revisions by Stephanie Hernandez 08/08/2019***
Totals: Roof 172.63 1,320.44 7,922.28
Area Totals: Source - Eagle View
112.27 Exterior Wall Area
1,980.90 Surface Area
59.24 Total Ridge Length
19.81 Number of Squares 390.94 Total Perimeter Length
Total: Source - Eagle View 172.63 1,320.44 7,922.28
Interior
09/20/19
David Rutti
6
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 6
Bedroom # 1
Closet 2
Closet 12'4' 2" 4' 6"3' 6"3' 10"2' 6"6"7'
7' 4"1' 5" 2' 6"6"8"4'4' 2"2' 4' 3"
4' 1"
4' 3" Bedroom # 1 Height: 8'
314.67 SF Walls
411.33 SF Walls & Ceiling
39.33 LF Ceil. Perimeter
96.67 SF Ceiling
96.67 SF Floor
39.33 LF Floor Perimeter
Window 2' X 4' Opens into Exterior
Door 2' 6" X 6' 8" Opens into Exterior
Door 2' 6" X 6' 8" Opens into CLOSET_1
Window 2' X 4' Opens into Exterior
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
22. Mask the floor per square 96.67 SF 0.24 0.34 4.70 28.24
foot - plastic and tape - 4 mil
Ceiling
23. R&R 5/8" drywall - hung, 96.67 SF 2.38 3.25 46.66 279.98
taped, floated, ready for paint
24. Blown-in insulation - 10" 96.67 SF 0.84 3.45 16.94 101.59
depth - R26
25. Seal/prime then paint the 96.67 SF 0.91 1.08 17.82 106.87
ceiling (2 coats)
Walls
26. Paint the walls - one coat 314.67 SF 0.62 2.42 39.50 237.02
***Begin Revisions by Stephanie Hernandez 08/08/2019***
27. Contents - move out then 1.00 EA 44.44 0.00 8.88 53.32
reset
***End Revisions by Stephanie Hernandez 08/08/2019***
Totals: Bedroom # 1 10.54 134.50 807.02
09/20/19
David Rutti
7
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 7
Closet 2
Closet 12' 6" 11" 1' 1"6"8"4' 4"4'1' 9"
Closet 1 Height: 8'
91.12 SF Walls
97.98 SF Walls & Ceiling
11.39 LF Ceil. Perimeter
6.86 SF Ceiling
6.86 SF Floor
11.39 LF Floor Perimeter
Door 2' 6" X 6' 8" Opens into BEDROOM__1
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
28. Mask the floor per square 6.86 SF 0.24 0.02 0.34 2.01
foot - plastic and tape - 4 mil
Ceiling
29. R&R 5/8" drywall - hung, 6.86 SF 2.38 0.23 3.30 19.86
taped, floated, ready for paint
30. Blown-in insulation - 10" 6.86 SF 0.84 0.25 1.22 7.23
depth - R26
31. Seal/prime then paint the 6.86 SF 0.91 0.08 1.26 7.58
ceiling (2 coats)
Walls
32. Paint the walls - one coat 91.12 SF 0.62 0.70 11.44 68.63
***Begin Revisions by Stephanie Hernandez 08/08/2019***
33. Contents - move out then 1.00 EA 33.36 0.00 6.68 40.04
reset - Small room
***End Revisions by Stephanie Hernandez 08/08/2019***
Totals: Closet 1 1.28 24.24 145.35
09/20/19
David Rutti
8
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 8
Bedroom # 2
Closet 2
Closet 1 2' 6"1' 1"4' 5' 6" 1' 5" 2' 6" 6' 11"
7' 3"
7" 2' 3' 7"3' 11"4' 1"4' 5"2' 4' 3" 4' 3" Bedroom # 2 Height: 8'
314.67 SF Walls
411.33 SF Walls & Ceiling
39.33 LF Ceil. Perimeter
96.67 SF Ceiling
96.67 SF Floor
39.33 LF Floor Perimeter
Door 2' 6" X 6' 8" Opens into CLOSET_2
Door 2' 6" X 6' 8" Opens into Exterior
Window 2' X 4' Opens into Exterior
Window 2' X 4' Opens into Exterior
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
34. Mask the floor per square 96.67 SF 0.24 0.34 4.70 28.24
foot - plastic and tape - 4 mil
Ceiling
35. R&R 5/8" drywall - hung, 96.67 SF 2.38 3.25 46.66 279.98
taped, floated, ready for paint
36. Blown-in insulation - 10" 96.67 SF 0.84 3.45 16.94 101.59
depth - R26
37. Seal/prime then paint the 96.67 SF 0.91 1.08 17.82 106.87
ceiling (2 coats)
Walls
38. Paint the walls - one coat 314.67 SF 0.62 2.42 39.50 237.02
***Begin Revisions by Stephanie Hernandez 08/08/2019***
39. Contents - move out then 1.00 EA 44.44 0.00 8.88 53.32
reset
***End Revisions by Stephanie Hernandez 08/08/2019***
Totals: Bedroom # 2 10.54 134.50 807.02
09/20/19
David Rutti
9
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 9
Closet 2
Closet 14'4' 2"1' 9"2' 6" 1' 3" 5"2' 1"
Closet 2 Height: 8'
91.12 SF Walls
97.98 SF Walls & Ceiling
11.39 LF Ceil. Perimeter
6.86 SF Ceiling
6.86 SF Floor
11.39 LF Floor Perimeter
Door 2' 6" X 6' 8" Opens into BEDROOM__2
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
40. Mask the floor per square 6.86 SF 0.24 0.02 0.34 2.01
foot - plastic and tape - 4 mil
Ceiling
41. R&R 5/8" drywall - hung, 6.86 SF 2.38 0.23 3.30 19.86
taped, floated, ready for paint
42. Blown-in insulation - 10" 6.86 SF 0.84 0.25 1.22 7.23
depth - R26
43. Seal/prime then paint the 6.86 SF 0.91 0.08 1.26 7.58
ceiling (2 coats)
Walls
44. Paint the walls - one coat 91.12 SF 0.62 0.70 11.44 68.63
***Begin Revisions by Stephanie Hernandez 08/08/2019***
45. Contents - move out then 1.00 EA 33.36 0.00 6.68 40.04
reset - Small room
***End Revisions by Stephanie Hernandez 08/08/2019***
Totals: Closet 2 1.28 24.24 145.35
Area Totals: Interior
811.57 SF Walls
207.06 SF Floor
207.06 Floor Area
626.50 Exterior Wall Area
207.06 SF Ceiling
235.90 Total Area
69.61 Exterior Perimeter
of Walls
1,018.63 SF Walls and Ceiling
101.45 LF Floor Perimeter
101.45 LF Ceil. Perimeter
811.57 Interior Wall Area
Total: Interior 23.64 317.48 1,904.74
Exterior
Front Elevation
0.00 SF Walls 0.00 SF Ceiling 0.00 SF Walls & Ceiling
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David Rutti
10
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 10
0.00 SF Floor 0.00 SF Short Wall 0.00 LF Floor Perimeter
0.00 SF Long Wall 0.00 LF Ceil. Perimeter
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
46. Detach & Reset Gutter / 59.00 LF 3.02 0.00 35.64 213.82
downspout - aluminum - up
to 5"
Above line item allowed in order to replace trusses.
47. R&R Fascia - vinyl 12.00 LF 4.12 0.71 10.02 60.17
coated aluminum - 4" to 6"
Above line item allowed in order to replace trusses.
48. R&R Fascia - 1" x 6" - #1 12.00 LF 5.49 1.40 13.46 80.74
pine
Above line item allowed in order to replace trusses.
49. Detach & Reset Soffit - 12.00 SF 2.03 0.02 4.88 29.26
vinyl
Above line item allowed in order to replace trusses.
Totals: Front Elevation 2.13 64.00 383.99
Rear Elevation
0.00 SF Walls 0.00 SF Ceiling 0.00 SF Walls & Ceiling
0.00 SF Floor 0.00 SF Short Wall 0.00 LF Floor Perimeter
0.00 SF Long Wall 0.00 LF Ceil. Perimeter
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
50. Detach & Reset Gutter / 20.00 LF REVISED
downspout - aluminum - up
to 5"
51. R&R Fascia - vinyl 20.00 LF 4.12 1.19 16.72 100.31
coated aluminum - 4" to 6"
52. R&R Fascia - 1" x 6" - #1 20.00 LF 5.49 2.34 22.42 134.56
pine
53. Detach & Reset Soffit - 12.00 SF 2.03 0.02 4.88 29.26
vinyl
Above line item allowed in order to replace trusses.
54. R&R Wood fence - board 10.00 LF 32.15 12.84 66.86 401.20
on board - 5'- 6' high - cedar
or equal
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11
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 11
CONTINUED - Rear Elevation
DESCRIPTION QUANTITY UNIT PRICE RCVTAX GCO&P
***Begin Revisions by Stephanie Hernandez 08/08/2019***
55. R&R Gutter / downspout - 30.00 LF 5.57 5.48 34.52 207.10
aluminum - up to 5"
***End Revisions by Stephanie Hernandez 08/08/2019***
Totals: Rear Elevation 21.87 145.40 872.43
Left Elevation
0.00 SF Walls 0.00 SF Ceiling 0.00 SF Walls & Ceiling
0.00 SF Floor 0.00 SF Short Wall 0.00 LF Floor Perimeter
0.00 SF Long Wall 0.00 LF Ceil. Perimeter
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
56. R&R Sheathing - OSB - 56.13 SF 1.50 1.45 17.14 102.79
1/2"
Above allows to replace gable end sheathing.
57. R&R Siding - vinyl 56.13 SF 3.33 5.34 38.44 230.69
58. R&R Fanfold foam 56.13 SF REVISED
insulation board - 1/4"
59. R&R Fascia - vinyl 30.00 LF 4.12 1.79 25.08 150.47
coated aluminum - 4" to 6"
60. R&R Fascia - 1" x 6" - #1 30.00 LF 5.49 3.51 33.64 201.85
pine
61. R&R Soffit - vinyl 30.00 SF 4.03 3.23 24.82 148.95
62. R&R Wrap wood window 1.00 EA 167.21 2.79 34.00 204.00
frame & trim with aluminum
sheet
63. R&R Window screen, 10 - 1.00 EA 50.10 3.02 10.64 63.76
16 SF
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12
State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 12
CONTINUED - Left Elevation
DESCRIPTION QUANTITY UNIT PRICE RCVTAX GCO&P
* 64. Electrical (Bid Item) as 1.00 EA 1,680.00 *EN 0.00 0.00 1,680.00
per Indy Voltage invoice and
GC, BC Indy Construction
estimate for O&P
Above line item allows for electric power mitigation and temp repairs as per Indy Voltage invoice and GC, BC Indy Construction,
mitigation estimate.
* 65. Temporary Repairs (Bid 1.00 EA 1,172.95 *EN 0.00 0.00 1,172.95
Item) as per GC, BC Indy
construction estimate.
Above line item allows for emergency mitigation as per the general contractor, BC Indy construction, estimate.
***Begin Revisions by Stephanie Hernandez 08/08/2019***
66. Electrician - per hour 8.00 HR 88.02 0.00 140.84 845.00
Electrical wiring manipulation during repairs
67. R&R Rigid foam 56.13 SF 1.08 1.93 12.52 75.07
insulation board - 1/2"
***End Revisions by Stephanie Hernandez 08/08/2019***
Totals: Left Elevation 23.06 337.12 4,875.53
Area Totals: Exterior
Total: Exterior 47.06 546.52 6,131.95
Debris Removal
0.00 SF Walls 0.00 SF Ceiling 0.00 SF Walls & Ceiling
0.00 SF Floor 0.00 SF Short Wall 0.00 LF Floor Perimeter
0.00 SF Long Wall 0.00 LF Ceil. Perimeter
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
68. Dumpster load - Approx. 1.00 EA 419.00 0.00 83.80 502.80
12 yards, 1-3 tons of debris
Totals: Debris Removal 0.00 83.80 502.80
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State Farm
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Date: 8/14/2019 12:31 PM Page: 13
Tree Removal
0.00 SF Walls 0.00 SF Ceiling 0.00 SF Walls & Ceiling
0.00 SF Floor 0.00 SF Short Wall 0.00 LF Floor Perimeter
0.00 SF Long Wall 0.00 LF Ceil. Perimeter
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
* 69. General Demolition (Bid 1.00 EA 7,800.00 *EN 0.00 0.00 7,800.00
Item) per BC Indy estimate.
Above line item allows for $6,500.00 tree removal and $1,300.00 O&P as per Elite Tree Services invoice and general contractor,
BC Indy Construction mitigation estimate.
Totals: Tree Removal 0.00 0.00 7,800.00
Area Totals: Source - Eagle View
811.57 SF Walls
207.06 SF Floor
207.06 Floor Area
738.77 Exterior Wall Area
207.06 SF Ceiling
235.90 Total Area
69.61 Exterior Perimeter
of Walls
1,018.63 SF Walls and Ceiling
101.45 LF Floor Perimeter
101.45 LF Ceil. Perimeter
811.57 Interior Wall Area
1,980.90 Surface Area
59.24 Total Ridge Length
19.81 Number of Squares 390.94 Total Perimeter Length
Total: Source - Eagle View 243.33 2,268.24 24,261.77
Labor Minimums Applied
DESCRIPTION QUANTITY UNIT PRICE TAX GCO&P RCV
* 70. Insulation labor 1.00 EA 82.07 0.00 16.42 98.49
minimum
* 71. Window labor minimum 1.00 EA 131.43 0.00 26.28 157.71
Totals: Labor Minimums Applied 0.00 42.70 256.20
Line Item Totals: 14-8851-M63 243.33 2,310.94 24,517.97
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State Farm
FODERA, AMANDA 14-8851-M63
Date: 8/14/2019 12:31 PM Page: 14
Grand Total Areas:
811.57 SF Walls 207.06 SF Ceiling 1,018.63 SF Walls and Ceiling
207.06 SF Floor 101.45 LF Floor Perimeter
101.45 LF Ceil. Perimeter
207.06 Floor Area 235.90 Total Area 811.57 Interior Wall Area
738.77 Exterior Wall Area 69.61 Exterior Perimeter of
Walls
1,980.90 Surface Area 19.81 Number of Squares 390.94 Total Perimeter Length
59.24 Total Ridge Length
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State Farm
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Date: 8/14/2019 12:31 PM Page: 15
Recap of Taxes, Overhead and Profit
GC Overhead (10%) GC Profit (10%) Material Sales Tax Manuf. Home Tax Storage Tax (7%)
(7%) (7%)
Line Items 1,155.47 1,155.47 243.33 0.00 0.00
Total 1,155.47 1,155.47 243.33 0.00 0.00
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19-20087WTHR 6/11/2019 Page: 9
Main Level
Bedroom 2
Linen ClosetCloset (1)
Bedroom 1
Closet (1)
Main Level10'9' 8"
11'10'11' 2"2' 4" 11' 2"2' 13' 6"1' 10"
2'
3' 7"
3' 9"
3' 7"
3' 11"
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10
19-20087WTHR 6/11/2019 Page: 10
Roof
Roof1
(A)F1
(B)F2
Roof2
F3
Roof
60'15' 3"14' 10"15' 3"14' 10"29' 8"18'8'8'09/20/19
David Rutti