HomeMy WebLinkAbout1460 SANTUIT-NEWTOWN ROAD �4� o 5��, f-,U�fan%�
f
Town of Barnstable ���cEiPT
' HAKASS 200 Main Street, Hyannis MA 02601 508-862-4038
-Application for Building Permit
Application No: TB-19-149 Date Recieved: 1/14/2019
Job Location: 1460 SANTUIT-NEWTOWN ROAD,COTUIT
Permit For: Building-Addition/Alteration-Residential
Contractor's Name: State Lic. No:
Address: Applicant Phone: (978) 8074768
(Home)Owner's Name: Gagliano Burke Trust Phone: (978)807-4768
(Home)Owner's Address: 1460 SANTUIT-NEWTOWN RD, COTUIT,MA 02635
Work Description: Remove roof to put on full height second floor and remodel interior. Build front porch and rear deck.
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Total Value Of Work To Be Performed: $50,000.00
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Structure Size: 0.00 0.00 2950060
Width Depth Total Area
I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before
he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568).
1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by
filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to `
accept coverage.
I hereby certify that I am the owner of the property which is the subject of-this application or the authorized agent of the property owner and have
been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the
Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and
specifications. All information contained within is true and accurate to the best of my knowledge and belief.
All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24
hours in advance.
Signed: Angela Burke 1/14/2019 (978)807-4768
Applicant Date Telephone No.
Estimated Construction Costs/Permit Fees
Total Project Cost : $50,000.00 Date Paid Amount Paid Check#or CC# Pay Type
Total Permit Fee: $305.00 1/14/2019 $255.00 XXXX-XXXX-XXXX-1 Credit Card
6885
Total Permit Fee Paid: $305.00 1/14/2019 $50.00 X}OOC-X}CC C-X}00{- Credit Card
? 6885
, g�T�IISIS NCT�AI'`E�R�M�IT
Carter, Jeff
From: Carter,Jeff
Sent: Tuesday, January 22, 2019 4:10 PM
To: '7aburke@gmail.com'
Subject: Permit/Application: TB-19-149 at 1460 SANTUIT-NEWTOWN ROAD, COTUIT for
Building - Add.ition/Alteration - Residential
Good afternoon,
Please be advised that we are currently reviewing your application for 1460 Santuit-Newtown Rd. At this current time
we have to deny your permit request until addition information is provided. Please provide the following information:
1) Provide a structural analyses from a "Registered Design Professional" of the existing foundation. This shall
include the current condition and if it Will support the additional load that it will be carrying.
2) Provide footing details for both porches that includes.size; depth and location.
3) Provide framing details for both porches including attachments to footings and house.
And, if aggrieved by this notice and order; to show cause as to why you should not be required abate the violation in this
notice,you may file a Notice of Appeal (specifying the grounds thereof)with the State Building Code Appeals Board
within (45) days of the receipt of this order and in accordance with MGL c. 143 § 100.
Feel free to contact me with any questions regarding this request.
Thank you,
Jeff Carter
Local Inspector
Building Department
—. Town-of-Barnstable>— =
200 Main Street
Hyannis, MA 02601
508 862-4035
1
LEFT ELEVATION Scale
0 5 10 15 20
Ridge Beam 11=11 Existing structure
1-1 3/4x 24x2:0E
Rafter-8/12 Pitch-2x10 @ 16"OC
Ridge Beam
1 3/4x9 1/4x2.0E LVL 2x6 Collar Ties @ 16"OC
-3'6„
4-2x6 Posts
one piece on
o each side
Ceiling
(B) Ceilin�
10 0 1/2"
Addition (A)2X6 Exterior Walls @ 16"oc
zo
Rafter-4/12 Pitch-2x10 @ 16"OC
20
7'0" 3'2 1/4"
(B)Rim Joist=2x10
( � (B)
Existing - --
Structure Rim Joist-2x8
8,
Column 8"round
3'2 1/4" 7'01, Concrete
77
D- 1
i 8'
Eli Existing Addition
1460 Santuit Newtown Road
Cotuit, MA 02635
Scale
REAR ELEVATION
0 5 10 15 20
Interior Wall 2x4
--- — alls @ 16"oc
Roof-8/12 Pitch -- -- --- - - --
MEE
( (H) (H) _
N
00 Support'Beam
Addition 4-1 3/4X14x2.0E LVL or
1-.7x14z2.0E Parallam
5'10 1/2"
7'0" 3'2 1/4"
.(B)Rim Joists 2x10
(B) (B)
H (H) (H)
W
00
Existing 45"
Structure 7'0
25'
: ..
4' 8' s
i.a dn., I¢ .I=C;�
7 2 to center
1460 Santui ewtown Road 166
Cotuit, MA 02635
Scale-1"=1'0"
FRONT ELEVATION
(H)(1)2X6 flat+(2)2x6 on edge 0 5 10 15• 20
Existing structure
(A)2X6 Exterior Walls
------ -- H H
N'
Support_Beam - �' Addition
4-1 3/4X14x2.0E LVL or 1
1•-7x14x2.0E Parallam
3'2 1/4" 7'0" _
(B)Rim Joist-2x10
(H) (H) µ�
New Gas
Fireplace Vent
jT
8' oaa
(C)Column 8"round
Existing
a Structure .
12' 13'
Foundation
� T 2"to center n g' Foundation
_J L
r
.-
41.
1460 Santuit Newtown Road
Cotuit, MA 02635
Scale
RIGHT ELEVATION
0 5 10 15 20
Ridge Beam Existing structure
1-1 3/4x 24x2.OE
Rafter-8/12 Pitch-2x10 @ 16"OC
Ridge Beam
2x6 Collar Ties @ 16"OC —3'6" a 1 3/4x9 1/4x2.0E LVL
4-2x6 Posts
one piece on Ceiling Ceiling
each side g
(B)
(A)2X6 Exterior Walls @ 16"oc 10'10.1/2"
Addition m
70
5'10 1/2"
(B)Rim Joist-2x10
Rafter-4/12 Pitch-2x10 @ 16"OC
3,2 /4„
10,
(B) B)
Awning m
Rim Joist-2x8 T
Column 8' ro
00 7'0" 10'
Existing _
Structure 14 6"
8' 3'2 1/4"
8' '
Addition Existing Existing
9'4 1/4"to center
3r
gig
,.:
1460 Sanr&t Newtown Road
Cotuit, MA 02635
Scale
2nd FLOOR FRAMING
0 5 10 15 20
Floor Joists 2x10 @ 16"OC
F - 8'
T Support Beam
I
(4)1 3/4X14x2.0E LVL or
Interior Non (1)7x14x2.0E Parallam Rim Joists 2x10
4'6" Bearing Wall
Floor Joists 2x10 @ 16"OC
10'
20'
e F 14'6"
13'6" 11'5/8"
25' T8 1/2"
Rim Joists 2x10
4x6 Post each end
32'8 1/2"
1460 Santuit Newtown Road
Cotuit, MA 02635
Scale-1"=1'0"
PROPOSED REMODEL o 5 10 15 zo
2nd FLOOR
1--3'3"----1
36"x10"
Transom
Toilet
24'81/8" Shower
8'7 1/2"
F--4'6"-1 F—5'9 1/2"
27"x49" �SIC),—�
T 6"xio" "x1 " M BATH 10'
Transom windows
2'6„ 01
(P)2/4x6/8 9'1" v
~ a) Pocket Door
BATH a, 11'7 3/8 N
3 0 7.1„
� N
Ln m, c a O 3,6„
x
7'6" O O cabinet O -
1
2/4x6/8"
v MASTER a
O BEDROOM N
V1 Q�
in 12'4 112"
N ro
20'
BEDROOM
a
CD 11'3 1/2"
14'6"
10'4 1/8"
x
0
N 3 O
2/6x6/8" � x
� N
d
S � �
X
01'
Sta i rs 3'10 5/8"
1
34 1/2"x49" 34 1/2"x49" 69"x49"
5'5" 5'9 5/8" —�
11'7 1/2" 13'4 1/2"
25'
1460 Santuit Newtown Road
Cotuit, MA 02635
Scale-1"=1'0"
CURRENT SCHEMATIC o 5 10 15 zo
2nd Floor
Roof Eaves
zo
BED l BED
1
Stairs m
m <
V)
_ o
v
OIQ
w `°
25'
1460 Santuit Newtown Road
Cotuit, MA 02635
Scale-1"=1'0"
PROPOSED BURKE REMODEL 0 5 10 15 20
1st FLOOR
Outdoor
Rinsing
-Station
Deck 52"x48"
Window Box 30"x10" ransom
15'x10'
O 7.4" T
1/2
I
4'11 1/2"
3'118 BATH a
10'4 3/8" 111 5'3 5/8" 5 00 4 O a
T 3' -6'2 1/2" 2'2 i 2• 2'9 5/8" a _
Built- 6/0x6/8 Slider 191, 16.5" 10,
Closet O
-• ins _
DW 21 Pantry A
I(P)2/46/8 .
Pocket Door
b 9'6 3/4" a
N
KIT 33" 2.2"
� Q
O 2/8x6/8
_3 5.
O a 2
LR `
Stairs
• T
20' M. 5'x4'
oL
CD
9'9 3/8" v 14'6"
x
a N
x
ON $ 8191,
DR
X
.-I
N '
r h
r
"3/06/8
41 3/8"x57" 76 14"x57"
12' 13'
25'
First floor windows are existing except
Porch for windows on rear of house.
25'x8' Window and door graphics are rough openings
1460 Santuit Newto n Road
Cotuit, MA 02635
Scale-1"=1'0"
CURRENT SCHEMATIC 0 5 10 15 20
1st floor
Closet Tub
A3r
- BATH
o lo'
Built-ins Built-ins fD
N
KIT
Stairs
to
LR Down
20
Stairs
14'6"
to
Up
DR
LmmmE
32"
25'
1460 Santuit Newtown Road
Cotuit, MA 02635
PROPOSED BURKE REMODEL
4
Proposed � �
Structure
25' i f
4. .
e n
s �
f
v. .
r�
r
1460 Santuit Newtown Road
Cotuit, MA 02635
CURRENT HOUSE
s
a F
Existing
Structure
16'
Wl
,
� 1
y 4,
a z
t
t
F
1460 Santuit Newtown Road
Cotuit, MA 02635
Scale
ROOF FRAMING
0 5 10 15 20
Skylight-Fixed Roof-8/12 Pitch
Rough Opening 21"x 26 7/8'
Rafters 2x10@ 16'oc
3'
Collar Ties 2x6 @ 16"oc
Roof-8/12 Pitch
3'11 1/2" �
10'
C TH RA, CEI NG
HIG F CE I Ridge B am
1 3/4x9 1/4x2.0E LVL
lo' _ o _
6'11
T
3'
a
zo (4)2x6 Posts
one piece R fters-2x10 @ 16"oc
4-2x6 Posts 14'6^
one pi ce on Ridge Beam
each s le 2-1 3/4x18x2.0E or
1-.1 3/4x 24x2.0E
Skylight-Manual Venting
Rough Opening^ 21"x 39"
25' r81/2"
1460 Santuit Newtown Road
Cotuit, MA 02635
s111tr1AlL h6iJu"
11 HIGHLAND ROAD, GROTON, MA 01450
(978)448-3863 grotoneng@gmail.com
Structural,Engineering Report
Client Name:, ;Angela-Burke=
Site Address: Angela Burke
1460.Santuit Newtown Rd.
Cotuit MA 02635
Groton Engineering Job No.:_ 2 c718- 0315
Structural Analysis h'erform'.4
Design steel bearm columns'&roofrnodifica#ions -
Date: 29-Jun-18_
Report Prepared.By.,LVynwootl V�..Prest P.t.I
Professional Engineering Review and certification: Lynwood V.Prest
LYNWOOD .y
VALENTI.-
PREST .
5TAUCTURAL g.
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9:
June 29..,7
Sheet 1 of 14"
STRIlcrURAL ENGINEERING
11 HIGHLAND ROAD, GROTON, NIA 01450
(978)448-3863 grotoneng@gmail.com
Codes / References:
X Ma55achu5ett5 State Building Code for 1 4 2 Family Dwelling5, 780 CMR, 3th Edition
IBC/Massachusetts State Buildncj Code for Commercial 5tructure5, 780 CMR, 9th Edition
X National Design 5pecification for Wood Construction - AWC - ND52016
X A5CE STANDARD 7- 1 G, Minimum Design Loads for Buildings and Other Structures
X AISC Manual of Steel Construction, A5D t LRFD, 1 5th Edition
ACI 3 15- 14 Building Code Requirements for Structural Concrete
A55umed / Required Loads:
X Ground 5now Load: 30 Roof Snow Load: 25 Wind Load: 140 mph
Residential Attic Storage - 20 p5f LL where roof 51ope 15 greater than 3/1 2,;
Residential Attic Storage - 10 p5f LL where roof slope 15 le55 than 3/1'2.
X Re51dCntial 5leepincg Rooms - 30 p5f LL
X Re5idential Common Rooms - 40 p5f LL
Office 5pace - 50 p5f LL
Residential Decks/Exterior - GO p5f LL
Solar collector panels - 4 p5f DL
X Roof - 15 p5f DL
X Cathedral Ceilincg/Roof - 25 p5f DL
Assumptions / Criteria:
Concrete to be 3,000 psi in 28 days
5teel reinforcing to be Fy - GO,000 psi steel
X Live Load Deflection < U3GO
X New Rafters to be spruce/pine/fir # I/#2-
X LVL Beams a55umed minimum E =2,000,000 psi
LVL Beams noted a5 1 .8E or 2.0E must be 5uppiled a5 such
Pre55ure treated wood to be No. 2 5outhern Yellow Pine "
Lally Column design for 15,820 @ 8'-0" a55ummg internal concrete core intact
X New 5teel: W sections; Fy =50,000 p5i
New Steel: H55 sections; Py =4G,000 p51
X New 5teel: Angles, Plates, etc...; Fy =3G,000 p5i
Connection B0It5 to be A325, Anchor Bolts to be A307
t+�n �ed warratara Use
� wni _ ._ aiwe#e CJr?Tv� ' a
Sheet 2 of ( '
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Scale
.BURKE REMODEL
16
1460 Santuit Newtown Road 0 5 10 15 20
Cotuit, MA 02635
Floor Joists 2x12 @ 16"OC
2nd FLOOR FRAMING
T Ca euse3.
I
2x12s h c;must
Interior Non t LVL Rim Joists 2x12
Bearing Wall
Floor Joists 2x12 @ 16"OC
or 2x los
.. z
.� n lo°
Dm 2;a t Op+icons
-t x'+X2
0
01L5
20. 1 x 1�'x z a'� Para-l1 a►+r
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t 'es�nk Est
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14,6„ Z4( Sa rrt c )
r�
13.67. 11,6�8., . - C,E'Yey 7-1K tkA
2
I
oe
_ kA
_ _ .. _.... 25 _ 4 '8 1/2" . --!'
Rim Joists 2x12 ¢x�
tX) At o'ach e&W
BURKE REMODEL Scale
1460 Santuit Newtown Road 0 5 10 15 20
Cotuit, MA 02635
ROOF FRAMING 8'
Skylight-Fixed - Roof-5/12 Pitch
,Zsc}p Rough Opening-21"x 26 7/8"
Rafters ,i@ 16"oc -
A TV -2 X g o r ,
D �a�fe`fi
CollarTies Zx6 @ 16"oc a
Roof-5/12 Pitch lv e!1 G' or
/L
- "a'1 11/z" ertc'cc
.H 3H T. EILIP 6
C TH JRAl C 11 ING
k Ridge-1 3/4x9 1/4 LVL x 2.0 E
�k.
lo'
71
20
3.2"G Posf
J eKe piece 91
ta mp
I OK 3
3^2iPOSts 14.6.• Z.O E
B
fro►rttlD�: C�jll� " , Ridge-5eeo��'lo 2..�3 x2ti�,x2.bE
4 1
mKe tee. �•. - W(yc7-4�50Kti
L. L Wtox 3 9 ( Same e )
ends.
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RIGHT ELEVATION Scale
0 5 10 15 20
SM Existing structure
Rafter-5/12 Pitch-2x12 @ 16"OC Ridge beam See vpf i o►t3 on Ra�?f'Fldn
or �txto01
�lG" '
•
2x6. Collar Ties @ 16"OC
2
13 x94,�c2,of Rt'o�e�H3
C'elling.,
2 6"
F4(12X6 Exterior Walls @ 16"oc _C,etfn,
N g
Addition
(B) Rim Joist-2x12 ,
Rafter-3/12 Pitch-2x10 @ 16"OC
20 .
-
rvw,�'4..'
_ rr - L
Rim Joist-2x8 - ,lcx 's x�`r=� �5� ST ZX 4
Column 8"Pby wQ�/s
y 7t0rnae c�ba�r 10''
Existing
Structure 14 6'!
'8'
r r Existing
Existing
9'4 1/4"to centerr, . ..; , _... r
e "v 4
•.
Addition
In
- O . .
OTHER OPTIONS FOR RIDGE BEAM MEMBER
5T'D. JOIST HANGERS, TYP. RIDGE BEAMx22"x2.0E LVL 3 — 1 3/4;X18 X2.DE LVLs
12
4 - 10d NAILS 5
TYPICAL W 12x26 WITH 2 x6 TOP :PLATE
0 ksl STEEL)
(
5
HURRICAN•CLIP p G 2470
TYPICAL ®N6 I STRAPPING & GYP BOARD Rq
FZE I - 7
ZX�o RP N I s- W1Ox39 WITH 2x8 m
OP PLATE
(50 ksi STEEL) F '�' M
o
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NEW 2x6 WALL ALL NEW SAWN LUMBER TO BE #1/#2 SPF NEW 2x6 WALL 00 Y
n m
o
ZZ Q U
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20'-0" a ., � o
w z
ELEVATION OF...RAFTER/COLLAR TIES MuLd
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SCALE: 1/2" = 1'-0" Lj (n z
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INITIAL REVIEW OF ROOF FRAMING AS TRUSSES @ 1611 O.C.
2x12 RAFTERS WITH 2X8 COLLAR TIES WERE 40% OVERSTRESSED.
USING LVL RAFTERS, THE SIZES WERE OKAY BUT THERE WAS NOT
ENOUGH ROOM AT THE COLLAR TIE-TO-RAFTER INTERSECTIONS
TO FIT THE 14 GRK SCREWS THAT WOULD BE NEEDED.
CHOOSING ANOTHER METHOD TO CONNECT THE MEMBERS
TOGETHER WOULD RESULT IN VERY EXPENSIVE ROOF FRAMING
THOSE,CALCULATIONS FOLLOW`THIS PAGE
THEREFORE THE DECISION WAS MADE TO USE A RIDGE BEAM, SAWN
LUMBER RAFTERS AND COLLAR TIES WITH SIMPLE CONNECTIONS.
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•June 28, 2018 at 12:48 PM
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Company Groton Engineering,LLC -June 28,2018
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0ftb AT Designer Lynwood V. Prest, P,E.,S.E:, 1:04 PM
Job Number 2018-035 Checked By:By same engineer
s;: r,. >,, Modei Name Rafter-Collar Tie Trusses
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Company Groton Engineering, LLC June 28,2018
IIIRISA '
Job Number
Lynwood V Prest,P.E.,S.E,,, Checked
keJob Number 2018 036 Checked By:By same engineer
Model Name Rafter-Collar Tie Trusses
Envelope Wood Code Checks
Memo:,._ Shape Code Check :Loc[ft[LC,�Shear Ch... Loc[ft]_ LC Fc [ FY[k Fb",[ FV,[ic3i] RB,, CL l P Eqn ro
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Company Groton Engineering, LLC June 28,2018
Designer Lynwood V.Prest, P.E.,S.E. 3:19 PM� Job Number 2018 035 Checked By: By same engineer
Model Name Rafter-Collar Tie Trusses,
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STUMMEMMM
11 HIGHLAND ROAD, GROTON, MA 01450
(978)448-3863 grotoneng@gmail.com
Structural Engineering Report
Client Name: Anaela Burke
Site Address:,Angela Burke
1460 Santuit Newtown Rd;_..._ _ ._
Cotuit : "MA 02635
:proton Engineering Job No.*._ 2018-035__
Structural Analysis Performed
Design'steel bears:columns& roof modifications
REVISION! -Revise ridge.beam column for its new height
Rev. 1 Date: 29-Se6-18
Report Prepared By: Lynwood V. Prest,:P.E.
Professional Engineering Review and certification: Lynwood V.Prest
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BURKE REMODEL
1460 Santuit Newtown Road o 5 io 1s 20
Cotuit, MA 02635
ROOF FRAMING — 8
Skylight-Fixed Roof-5/12 Pitch
2x 10 Rough Opening-21"x 26 7/8"
Rafters,; ,'@ 16"oc
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ors
Collar Ties Z4 @ 16"oc et.
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RIGHT ELEVATION
0 5 10 15 20
Existing structure
Rafter-5/12 Pitch-2x12 @ 16"OC Ridge beam See opf iOK5 on Roof 1 la17
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Title Block Line 1 Project Title: Renovations to Angela Burke's home
You can change this area Engineer: Lynwood V. Prest, P.E.,S.E
using the"Settings"menu item Project ID: 2018-035
and then using the'Printing& Project Descr:Design Framing SHEET of
Title Block"selection,
Title-Block Une'6 Printed:29 SEP 2018 10:07PM,
�ood colulTlflGRo0�1LJ0Bfh1i4Ptt0lr� 1 KU81� 61i3th}NC uSlBwd ridge
01f)t)24
,rr3368 Llcensee�:_GRCITON
Description: Wood column for ridge beam
CWe References
Calculations per 2005 NDS, IBC 2009,CBC 2010,ASCE 7-10
Load Combinations Used :ASCE 7-10
General information
Analysis Method: Allowable Stress Design -Wood Section Name 4-2x6
End Fixities Top&Bottom Pinned Wood GradinglManuf. d Lumber
Overall Column Height 14,fl: Wood Member Type Sawn
(Used for non-slender calculations) Exact Width 6.0 in Allow Stress Modification Factors
Wood Species Spruce-Pine-Fir Exact Depth 5.50 in Cf or Cv for Sending 1.30
Wood Grade No,. 1/No.2 ^ Cf or Cv for Compression 1.10
Fb+ 875.0 psi Fv 135.0 psi Area .188 in 2 P
p Ix $3,1$$ in^4 Cf or Cv for Tension 1.30
Fb- 875.0 psi Ft 450.0 psi ly 99 0 in^4 Cm:Wet Use Factor 1.0
Fc-Pdl 1.150.0 psi Density 26.210 pcf Ct:Temperature Factor 1.0
Fc-Perp 425.0 psi - Cfu:Flat Use Factor 1.0
E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15:12
Basic 1,400.0 1,400.0 1,400:0 ksi Use Cr:Repetitive? No
Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns:
X-X(width)axis: Fully braced against buckling about X-X Axis
Y-Y(depth)axis: Fully braced against buckling about Y-Y Axis
Applied Loads,, ) _ Service loads entered Load Factors will be applied for calculations. _
_ .w...
Column self weiqht included:84.090 Ibs`Dead Load Factor
AXIAL LOADS. ..
Ridqe Bm Reaction:Axial Load at 14.0 ft,Yecc=1.0 in,D=3.490,S=2.630 k
BENDING LOADS.. .
wind:Lat. Uniform Load creating Mx-x,W=0.280 klft
__�DESIGWSUMMARY,w-
Bending&Shear Check Results
PASS Max.Axial+Bending Stress Ratio = 0.8792:1 Maximum SERVICE Lateral Load Reactions..
Load Combination +0,60D+0.60W Top along Y-Y 1.960 k Bottom along Y-Y 1.960 k
Governing NDS Forumla Comp+Mxx, NDS Eq. 3.9-3 Top along X-X 0.0 k Bottom along X-X 0.0 k
Location of max.above base 6.953 ft Maximum SERVICE Load Lateral Deflections
At maximum location values are... Along Y-Y 2.101 in at 7.047 ft above base
Applied Axial 2.144 k for load combination: W Only
Applied Mx 4.029 k-ft
Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base
Fc:Allowable 2,024.0 psi for load combination:nla
- Other Factors used to calculate allowable stresses,:::
PASS Maximum Shear Stress Ratio 0.2518:1 Bending Compression Tension
Load Combination +0+0.60W
Location of max.above base 14.0 It
Applied Design Shear 54,399 psi .
Allowable Shear 216.0 psi
Load Co n Resultsmbinatio- �-
o x - _-
Maxtinurts Axial+'Bendmc Stress this Maximum Shear Ratios
Load Combination o C-p _Stress Ratio .Status -_Location Stress_Ratio Status Location
D Only 0.900 1,:000 0 1210 PASS 13.906 ft 0.007772 PASS 14.0 ft
+D+S 1.150 1`000 0.1703 PASS 13.906 ft 0.01067 PASS 14.0 ft
+0+0.750S 1.150 1000 0.1505 PASS 13.906ft 3.009520 PASS 14.0 ft
+M.60W 1.600 1.000 0.8686 PASS 6.859ft 0.2518 PASS 14.0 ft
+D+0.450W 1.600 1.000 0.6444 PASS 6,.859 ft 0.190 PASS 14 0 ft
+D+0.750S+0.450W 1,600 it'
1 000 0.6310 PASS 6.765 ft 0,1924 PASS 14.0 ft
+0.60D+0.60W 1.600 c .000 0.8792 PASS 6.953ft 0.2501 PASS 14.0 ft
+0.60D 1.600 1000 0.03881 PASS 13.906 ft D.002623 PASS 14.0 ft
Title Block Line 1 Project Title: Renovations to Angela Burke's home
You can change this area Engineer: Lynwood V. Prest, P.E., S.E
using the'Settings.menu item Project ID: 2018-035
and then using the'Printing& Project Descr.Design Framing SHEET of
Title Block'selection.
Title BlockLine E. Printed:29 SEP 2018,10:07PM
5 FNe'E�FRQTOrt1 JQB�t11PROJ Crlt2ttl&k20MtD0-I�QEStChl4Bats 1nB tdAeib $ca.
�VoodkCaiut in q r _
�. ., w <� •: ." "' �; -- Shflwenopyhf, NERCIG.IN i963�201&BuiMt018824:.
0.00 -• s
Description: Wood column for ridge beam
Maximum ReaCtion3 ...�m Note:Only non-zero reactions are listed..
- m.._
X-X Axis Read k on Y-Y AXIS Reaction _
Axial Reaction My-End Moments k-W: Mx End Moments
Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top
D Only -... n. -0:021_ p:021 . 3.574 - m-----
+D+S -0.036 0.036 6.204
+D+0.750S -0.033 0.033. 5.547
+D+0.60W 1.155 1.197 3.574
+0+0.450W 0.861 0.903 3.574
+D+0.750S+0.450W 0.849 0,915 5.547
+0.60D+0.60W 1.164 1.188 " 2,144
4601) -0.012 0.012 2.144
S Only -0.016 0.016 2.630
W Only 1.960 1.960
Maximum Deflections for;Load Combinations; ';.
Load Combination Max.X-X Deflection Distance' Max.Y-Y Deflection Distance
D Only -__ -- - V- 0.0000 in 0.000 ft -0:055 in 8174 ft
+O+S 0.0000 in 0.000 ft -0.096 In 8.174 ft
+D+0.750S 0.0000 in 0.000 ft -0.086 in 8.174 ft
+D+0.60W 0.0000 in 0,000 ft 1.207 in 7.047 ft
+D+0.450W 0.0000 in 10.000 ft 0.892 in 6.953 ft
+D4750S+0.450W 0.0000 in 0.000 ft 0.862 in 6.953 ft
+0.60D+0.60W 0.0000 in 0.000 ft 1.228 in 7.047 ft
+0.60D 0.0000 In 0,000 ft -0.033 In 8.174 ft
S Only 0.0000 in 0.000 ft -0.041 in 8.174 ft
W Only 0,0000 in 0.000 ft 2,101 in 7.047 ft
Sketches
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,^ Town of Barnstable Permit# o?"Xvt;� 146
Regulatory F-Pires 6 months from issue date
� � Services " Fee
Thomas F. Geiler,Director
Building DiriSiOn
Tom Perry, CBO, Building Commissioner
200 Main Street,Hyannis,MA 02601
www.tovmbarnstable,ma.us
Office: 508-862-4038
EXPRESS PERMIT APPLICATION r Fax: 508-790-6230
/`� Not Ya1id without Red X-press Imp SIDEl!TIAL ®j\rLY
nt
ip/parcel Number
)perty Address
Residential Value of Work
Minimum fee of$25.00 for work under$6000.00
mer's Name&Address
r atractor's Narne _
Telephone Number
me Improvement Contractor License#(if applicable)
1 sor�Licerrs�(-ifappb-cable]
Workman's Compensation Insurance
Check one: XMPRSS- PERMIT
❑ I am a sole proprietor
❑r'I am the Homeowner APR. 2 4 tow
❑ I have Worker's Con,mpensation Insurance -j-®WN OF
trance Company Name
ARNSTASLE
'loran's Comp.Policy#
y of Insurance Compliance Certificate must be on file. _
nit Request(check box)
❑ Re-roof(stripping old shingles) All construction debris will be taken to -
❑Re-roof(not stripping, Going over existing layers of roof)
e-side ! j
tjow
placement Windows/doors/sliders. U-Value
(maximum,44)
'Where required: Issuance of this permit does note.Xempt compliance with other town departrnent regulations,i.e.Historic,Conservation etc,
***Note: Property Owner must sign Property.Owner.Letter of Permission,
A copy of the Home Improvement Contractors License is required.
r
�ATLTRE;
G �-
ns:expmtrg
061306
1 he C.'ommonweautz Ot Massachusetts
Department of Industrial Accidents
w : Office oflnvestigations
600 Washington Street
Boston,MA 02111
,v www.mass.gov/dia '
Workers" Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Le2italy
Name(Business/Organization/Individual): .
•Address:
City/State/Zip: 17v/5 •
Are you an employer? Check the'appropriate boa: Type of project(required):
1.❑ I am a employer with 4. ❑ I am a general contractor and I
employees (full and/or part-tune). .
have hired the sub-contractors6. New construction .
2.❑ 1 am a'sole proprietor or partner- listed on the'attached sheet. 7. ❑Remodeling
ship andhave no employees These sub-contractors have g, ❑Demolition
working for me in any capacity. employees and have.workers'
insurance. 9. Building* addition
co
[No workers' comp,insurance �' 10.❑Electrical repairs or additions
required.] 5• ❑ Vire are a corporation and its
officers have exercised their
3.[v]I am a homeowner doing.all work 11.❑Plumbing repairs or additions
myself.[No workers' comp,
right of exemption per MGL 12.❑Roofrepairs
insurance required.]t c. 152, §1(4), and we have no
employees. [No workers' 13. Other
comp,insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
$Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees: If the sub-contractors have employees,they must provide their workers'comp.poHdynumber.
ram an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site
information.
Insurance Company Name:
Policy#or Self ins. Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date).
Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy-of this statemerit maybe forwarded to the Off ce of
Investigations-of the DIA for insurance coverage verification
I do hereby certify under the pains and penalties of per that the information provided above is true and.correct,
Date:
Phone#:
Official use only.._Do not write in this area, to be completed by city or town official,
City or Town: Permit/License#
Issuing Authority(circle one);
.-l..Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6, Other
Contact Person: Phone#:
Inform ati®n and InstrBucti®ns
Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employerts.
Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire,
express or implied, oral or written."
An ernployer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
of the foregoing engaged in a joint enterprise, and including the legal representatives of a-deceased employer, or the
=eceiy or tnistee-of an individual,partnership, association or other legal entity, employing-enrployees. However the
owner of a dwelling-house having not more than three apartments and who resides therein;or the occupant of the
dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
mGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to•operate a business or to construct buildings in the commonwealth for any
applicant-who has not produced�acceptable evidence of compliance with the insurance coverage required."
Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for;the performance of public work until-aeceptable evidence.of compliance with the ins—ar nce
requirements of this chapter have been presented'to the contracting authority."
Applicants
Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if
necessary,supply sub-conti:actor(s)name(s),address(es)and phone numbers) along with their certificates)of.
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other.than the
members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have
employees,a policy is required. B.e advised that this affidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the application for the permit.or.license is being requested,not the Department of
Industrial Accidents; Should you have any questions regarding the law.oi-if you are regiired to obtain a workers.'-
compensation policy,please call the Department at the number listed below. Self-insured companies should enter their
self-insurance license number on the appropriate line.
City or Town Officials
Please.be sure that the affidavit is complete•and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant
that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current
policy•information(if necessary)and under"Job Site Address"the applicant should write"all•locations'in (city'or
town)."A copy of the affidavit that has.been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventLtc
(i.e.a dog license or permit to bum leaves-etc.)said person is NOT required to complete tbis affidavit.
The Office of Investigations would like to thank you in advance for your cooperation and should you have any questi ons,�-
please do not hesitate tc give us a call.
The Department's address,telephone-and fax number;
° i�,Eozamouwealth of Massachusetts
Department of Industrial Aoczc eats
Office of Investigatlow
600 Washington Street
Boston,MA 02111
Tel.#617-727-490.4 ext 406 of 1-M-MASSAFF
Fax#617-727-7749°
Revised 11-22-06
www.mass.gov/die
Y �FIME Tq� Town of Barnstable
Regulatory Services
BARNSTABLE, Thomas F.Geiler,Director
9 MASS.
i639 .• Building Division
TEnr a Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstAble.ma.us
Office: 508-862-4038 Fax: 508-790-6230
-------------------------
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE: li// y/ Ur 7
JOB LOCATION:��P ,f/ �'6 �+ �� �
number street village
"HOMEOWNER": �/`/-�/`f713 l�i�z?�r7 � d,ew-3
name home phone# work phone#
CURRENT MAILING ADDRESS: d��1-1 -C
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwelling of six units or less and
to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as
supervisor.
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to
be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be
responsible for all such work performed under the building permit (Section 109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other
applicable codes,bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department
minimum inspection procedures and requirements and that he/she will comply with said procedures and
requirements.
Signature of Homeowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control. .
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such
work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,'
that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by
several towns. You may care t amend and adopt such a fora/certification for use in your community.
Q:forms:homeexempt
Ail
1/13/12
Town of Barnstable
Thomas Perry, CBO .
200 Main Street r ,�
Hyannis, MA 02601
RE: 1460 Santuit-Newton Rd
Dear Mr. Perr ; '� Z
This affidavit is to certify that all work completed at 1460 Santuit Newton Rd has been
inspected by a certified Building Performance Institute (BPI) inspector.Installation..of e�
blown cellulose to'all sidewall, Air seal kneewall and basement spaces. All work
performed meets or exceeds Federal or State requirements. -
Sincerely, �� Z
Conor D. McInerney
21-
901-
33t
•