HomeMy WebLinkAbout0164 KATHERINE ROAD lC
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 2=_L Parcel I f Application #
Health Division - ,k Date Issued a'
Conservation.Division Application Fee
. '
Planning Dept. Permit Fee 1 Z�
Date Definitive Plan Approved by Planning Board
Historic- OKH Preservation/Hyannis
Project Street Address J 4 =4 ,r
Village C-4, 'd LQ_
Owner A J 1-7 'c,kt w J Address
Telephone 77 / _ 7 3 0
Permit Request ' �� N,+ Ll, P dJf a, C ,() ,00�0
Square feet: 1 st floor: existing I proposed 2ud leer-existing proposed Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation Z S Construction Type
Lot Size 3'1, c,r Grandfathered: ❑Yes /No If yes, attach supporting documentation.
pp 9
Dwelling Type: Single Family Two Family ❑ Multi-Family # units)
Age of Existing StructureD istoric House: ❑Yes No On Old King's Highway: ❑Yes IZNo
Basement Type: ❑ Full ❑ Crawl iwalkout ❑ rOth
ype
B ea(sq.ft.) Basement Unfinished Area(sq.ft) I Zr
Number of Baths: Full: existing new / xisting new
Number of Bedrooms: ^3 existing new
Total Room Count (not including baths): existing new--,------
ew- First Floor Room Count
Heat Type and Fuel: IG s ❑Oil ❑ Electric ❑ Other
Central Air: ❑Yes Zo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
p 9 g
-Deta arage- ❑existing Ll new size_ _Re<❑existing ❑ new size _Bafi❑ existing ❑ new size_
Attached garage: 2 existing ❑ new size _Shed: existing ❑ new size _ Other:
Zoning Board of Appeals Au horization ❑ Appeal # Recorded ❑
e
Commercial ❑Yes Nc If yes, site plan review# --�
Current Use Proposed Use r
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name .S/r o/a', We " t'� Telephone Number 77 7 S' J rp '
Address 2 License# S-q 9 2-7
�y Home Improvement Contractor#
Worker's Compensation # 41C Z- 31 S- Z 7 7 31 i-o 3 9
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
/ G. B lv-fi L, Z
SIGNATURE DATE �/Z � /0
"r FOR OFFICIAL USE ONLY
:k APPLICATION# {
DATE ISSUED r
MAP/PARCEL N0. '
ADDRESS VILLAGE
OWNER ;
DATE OF INSPECTION:
FOUNDATION
3
FRAME �S 1h p
x
INSULATION
y
FIREPLACE a
ELECTRICAL: ROUGH FINAL
b
s
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING '
DATE CLOSED.OUT
ASSOCIATION PLAN NO. —
r -
C
F
The Commonwealth of Massachusetts
Department oflndustrialAccidents
Office of Investigations
600 Washington Street
Boston,.MA 02111'
www.mass.gov/dia '
Workers"Compensation Xnsurance Affidavit: Builders/Co:atractors/Electricians/Plumbers
Applicant Information Please Print Le2ibly
Name(Business/Drganizadon/ladividual): 14
•ACIdresS: 2, V S h.t
City/State/Zip: A. a n n i s /I N nZ..60 Phone.#: 77 -19 7
rre you an employer? Check the appropriate box: :Type of project(required):,
Z am a employer with 4. ❑ I am a general contractor and I
* have hued the sub-contractors6, ❑New constructionemployees(full and/or part-time). Remodelin[V�I am a sole proprietor orpartner- listed on the'attached sheet 7 ❑ g
ship and have no employees These sub-contractors have g, (l Demolition
employees and have workers'
arorking for me in any capacity. 9• 0 Building addition
[No workers' comp,insurance comp. insurance,4•
5 [] We are a corporation and its 10.❑Electrical repairs or additions
•
required.]'3.[] I am a homeowner doing all-work officers have exercised their 11.[]Plumbing repairs or additions '
.
myself. [No workers'comp. right of exemption per MGL 12•❑Roof repairs
aired t C. 152, §1(4), and we have no
insurance.re
required.] 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 afidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. .
tContractors that check this box must attached an additional sheet showing the name of the$ub-contractors and state whether or-not those entities have
employees. If the sub-contractors have employees,they must proMh their workers'camp,policy number.
1 am an employer that is providing workers'compensation insurance for my employees. Below ls.the policy and job site'
information.
Insurance Company Name:
C
Policy#or Self-ins.Lie#: Z 3 t S-� Z 17 3 II 0 3 IExpiration Date: 1013110
lob Site Address: /�c��'�e,6 r++e 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 tip to $1,500.00 and/or one-year imprisonment, as well as civil penalties in they form of a STOP WORK,ORDER.and a find
of up to$250.00 a day against the violator. Be advised that a copy.of this statement may be forwarded to the-Office of
Investi ations of the 1XA for insurance coverage verification.
I'do hereby certify under the pains•and penaldes ofperjury that the In provided above is true acid correct.
` Signature //�L' C� `Date /Z- 8� �l rO•
Phone#; 6
.:Offtcial use only. Da not write in this area, to be completed by city or town offcciaL.
City. or Town: ' Yermit/License#
Issuing Authority(circle one);
1.Board of Health 2,BuildzngDepartment 3. City/Town Clerk 4.Electrical InspeEFIu7ibingInsp.ector
6. Other
Contact Person: Phone#:
I
�oFYHE r � Town of Barnstable
Regulatory Services
r a
r r
anaxsrast $ Thomas F. Geiler,Director
16.19.
lfo►nA�a Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230-
Property Owner Must
Complete and Sign This Section
If Using A Builder
I, /111 f c 4 15 , as Owner of the subject property
hereby authorize s L h a to act on my behalf,
in all matters relative to work authorized by this building permit application for:
%/y
(Address of Job)
o
Signature of Owner Date
/3a 4l ri h�O1 �j
Print Name
If Property Owner is applying for permit please.complete the
Homeowners License Exemption Form on the reverse side.
!1•Pl�P A,iC-(11I/1.I7:DPI:RAA LCC T(lN
Town of Barnstable
1HE Tp��
Regulatory Services
* k
* BARNSrABLE, • Thomas F.Geiler,Director
p MASS. g
0.19. A,m Building bivision
rFD Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 50&790-6230 .
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE:
JOB LOCATION:
number street village
"HOMEOWNER":
name home phone# work phone#
CURRENT MAILING ADDRESS:
city/town state Zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings 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 100.1.1 -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 caret amend.and adopt such a fomJcertificatiomfor use in your community.
t7frn-mc•h....�nPvrmnt - I
} +� Massachusetts- Department df Public SatetN 1
Board of Building Ret ulations and Standards
Construction Supervisor License .
License: CS 58987x3
Restricted to: 00 �:-
at' s
STEPHEWE BOBOLA
z
24 ST FRANCIS CIR'.
HYANNIS, MA 02601r�e; e
Expiration: 2/-4/2012-
Tr# 15882 ;
License or registration-valid for individul use only
Office of Consumer Affairs&Business Regulation before the expiration date. If found return to:
HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation
Reg istratio0�158588 10 Park Plaza-Suite 5170
Expiration-2/ 112012 Tr# 291750 Boston,MA 02116
Type ' P�rtHe hi0 `f'
�`�
MASS BUILDING`SYST--EMS
STEPHEN BOBOLLA �
24 ST.FARNCIS CIROE�
HYANNIS, MA 02601' r -" Undersecretary Not valid without signature .
. r
ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFVICICIENCY FOR
ONE, AIM TWO-FAIV MY DETACHED RESIDENTLkL CONSTRUCTION (780 CMR 61.00j
Applicant Name: �� � Site Address;
pr nl
Town: C-e n
Applicant Phone:
Applicant Signature: � � Date of Application: l �,
NEW CONSTRUCTION: choose ONE of the folIowin tWo'o tions
780 CM R.TABLE 6107.1
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR
NEW ONE-AND TWO-FA�TM,Y BUILDINGS
n��lu7vt r MINQvI'UIvI .
Ceiling or Slab
Option l: Basement
Q p Fenestration exposed Wall Floor PC=' eter
Wall AFUE HSPF
U-factor floors R-Value .R-Value R Value
-Value R-Value and-De t.h
R
National Appliance-Encr
R-10, Conscry4ah Act(TIAD
.35 R-3 8 R-19 R=19 R'10 R . 1997 as amended,minim
caicr as applicablo
Note: This form is not required if you choose either of the two versions of REScheck as listed below.
❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed
780 Civ1R. 6107.3.2
REScheck--Web which can be accessed at http-//www.cnt,-rgyCDd(-,s,gov/rrscheck/
ADDXT A I0 VRA S.TO E-XISTING�BML. 11 G. � R'S YEARS OLD*
*auildings under 5 years old must use option#1 or#2 in New Construction section above.
Complete the following formula to determine the %n of glazing:
(a) Gross Wall & Ceiling Area equals Formula: (100 x b a) '
SF 100 x _ % of glazing
• b a
(b) Glazing area equals SF
If glazing is<d0%.ire the chart beloW. If glazingi.s> 40 % rpcee,'d to "SUNROOM" section
780 CMR TABLE 6101.3
PRESCRIPTIVE ENVELOPE COMTONENT CRITERIA ADDITIONS TO EXIS`SING.
LOW.-RISE RESIDENTIAL BUILDINGS
MAXIMUM
Ceiling and Slab Peru.
1 Fenestration;, ' Ex m d floors Wall Floor Basement Wall R-Vah
U-factor. p R-Value R-yalue R-Value and De
• R-Value
39 R-37 a R-13 • R-15 R-10 R- 4
a R-30 ceiling insulation may-be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling
area i.e,not corn ressed over exterior walls, and including any access o rains . '
SUN-ROOM—An addition or alteration to an existing building/dwelling unit where the tot
glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of t
additioa,
Note: Owner to fill out Consumerli orrnation Form found in A F-ndix 120,P
a.
TOWN OF BARNSTABLE
ffx 23 P11 1: 09 `
fax
Date: 03/19/10 3 IS-
To: Jeff From: Bob Michaels f
Re: 164 Katherine Rd. Centerville Phone Number: 508-771-7303
Phone Number: Fax Number: Same +
Fax Number: 508-790-6230
Comments:
Dear Jeff,
Please find the letter you requested to follow, concerning the work to be
performed by Steve Bobola.
Thanks very much,
s
ob Michaels
TOWN OF BA"RN TA LE
7 E HAR 23 Pig 09
March 1 , 2010
-MO
To whom it may concern:
Concerning my property located at 164_ Katherine Rd.,
Centerville, MA 02632, 1 am aware of, and agree to the
renovations being done by my son Bob Michaels. Please
feel free to call me at 508-583-4187 should you have any
questions. Thank you very much.
Sincerely,
Barbara A. Beane
r
® / M.1:D -1 ..1 1-.LOM:;r� CHtvrc:rRs
ROuec. :1.34, SOLLLI-1 D .r►„Ii..i.s, NIA 02660
508-398-6071.
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Notos/ omm
OII�S:
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IF YOU DON'T RrCSIVE ALL PACES, 01; OF-YOU HAVE n PROBLEM WITH RECEIVING
THIS TRANSMISSION, PLEASE ADVISE PROMPTLY,
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Member Calculations Report
Mid-Cape Home Centers
465 Route 134
South Dennlr,MA 02660
508-398.6071
5083984559
bevel Nome[ ROOF sistun Ready to Plot
Appllcatlont Itoor Nun-Ratdennall No
bee,lan bate:2/2l2010 9t56:34 AM Report bate:2/18/2010 4:17:25 PM.
0bIOCt:_FIu:3It cam 91f3 t� t
nernl•
Product- 1 3/4"x 9 1/2" 1.9E Mierollunl LVL Plies: 3
DclIectim Criteria: Standtlyd, Live Load I,/240,l olal Load L/I80
Member Wclght(plo per ply: 0
Design Value control Value' Result
Moment (Ft-lbs) 19461 20312 Pns-W
Shear (lbs.) -3968.. 10898 Passed
Live Load Deflection (") 4" 65" Ilasscd
Total L.00d Deflection (") 781, .86" Passed
Reaction (lbs.) 4410 6891. Passed
Bcarinlas'.
13curing Locution Input Length Rcquii-od Length
1 . Column By Others 11 16 t) 13/4" 1 a14"
2 Column By Othcrs H 17 13' 13/4"
Reactions: .
Assumed Member Weight(plt): 14
Locution Dead Load Llve Loud Total Load Uplift
i (lbs.) 1/4" 2106 2301 4408 0
2(lbs.) 12' 1 13/4" 2 i06 2301 4408 (1
Roof Lund Duration Factor: 115"/"
Loud Locution Live Dead Type
Distributed(pit). O to 6'6" 87.7 to 0 67.7 to 0 _Root'
Distributed(pll) 13'to 6 6 87.7 to 0 67.7 to 0 Roof
Distributed(pll) 0 to 13': 176.9 to 176.9 136.5 to 136.5 Roof
Concentruted(lbs.) 6'6": 561 516 Roof
Concentrated(lbs.) 0 6" 586 650 Roof
Collcelltratcd(lbs.) .(;6" 596 650 Roof
Notes:
Design Methodology: ASD
Sec il,cvc140 Fndner's Pocket Guidc Ibr Product Trademark Inlbrnladon
TJ-Xpcn 6 50 (0695)A Page I U'OI301_A-DIAMOND I)OlkMhk 2-2-10 JOB
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•9ula,.lulSu.I4DI,A1.11 94 pomolnaa uaaq.Jou,A04 Pun'flulPllnq
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Member Calculations Report
Mid-Cape Home Centers
465 Route 134
South Dcnnls;MA 026611
508-398-6071
50839114.159
Leval Name: ROOK Stotue:` Ready to Plot
Appllcatlon: Roof Non-Iteeldootinh No
Ili, 4, s/sa
z
Design Date:2/2/201,0 9:56,54 AM Report Dow 2d18/2010 4,17.46 PM
Ublcct: Flush Bom.N
Gcn (�
Product: 1 3/4"x 9 1/2" 1.9L" Mlcrollant I,VI, Plies: 1
Deflection Criteria, Standard.Live Loud L/240..Totul Load L/180
Member Weight(pit)per ply: 4.8
Design Value Control Vulue Resuh
Moment (Ft•lbs) 3025. 6771 1'asscd ,
Shear (Ibs.) -1231 3633 Passed
Live Load Deflection (") .11" 47" Passed
'rotul Loud Dellection (") .2Y 63" Pamod
Reaction (lbs.) 1193 1193- Passcd
-
Rearing Locution Input Length Required Length
Flush Bourn k IN 0 0 111/16"
2 Column By Othcrs#23 8' t0 1181, 1 3/4" 1314"
Reactions:
Assumed Mcmbcr Weight(pit): 14
Locution Dead Load Live Loud 'Total Load Uplill,
(lbs.) 0 G50 586 1236 0
2(lbs.) R'9 7/8" 1412 779 I591.: 0.
Lgadla:
Roof Lond Duration Factor: 1 15"/0
Loud Location Livc: Dead Typc
Distributed(pit), 0 to S. 10 14. 90 to 90 90 to 90 Roof
Distributed(pin 8' 10 1/8"tti 0 04.3 to 0 49.f.,Icy 0 Roof
Distributed(pit) 8' 10 1/8"to l) 64,4 to 0 49.7 to 0 hoof
Haaf�clrs;
.Qouring t✓ 1
Top Mount.,.................W9
Nailing Pattern Inrorrnat.ion -
Member Nails,..............2•N 10
tier ILevclOU FrameeR Pocket Guide Vor Product Trademark Information
'I'J-Xpert 6.50 (0695)A. 1'n8e 1 BOBOLA-DIAMOND DORMER 2.2-10 JOB
2T S'd 022906Z80ST:ol 6SSt7 862 80S S0 'di33WOH 3dd0 OIW:wo-J.: z2:9T OT02-8T-833
D coign Date.2/2/20 1 0 9:96:54 AM Report Date,V18/2010 C.17:46 PM
Facc Nails..................11-N 10
Top Nails..................2-N I O
Geometry Inl'ormotion
Skoi.......................1,470
Slope.....................D 22° -
Top Flange..................00
No Web Slilluners Itcquircd
Support.....................Lvl,
Strap Information
Model....................... LSTA 9.Length
Nail,—...................4 - 10d x 1-1/2
Hunger Note:
(1)Indicates non-stocked hanger
Q)Special hanger height may be needed to account liar(lie dificrcncc In height between the member and the support.
(101) Strap required duc to steep slope condition•Model; LSTA 9:Nail Typc; 10d x 1-1/2.Nail Qty:4:Additional Null Type; IQd
x 1-1/2;Additional Nail Qty:0: Pricc:0.4: In Inventory; No
Design Methodology: ASD
All dimensions tire horizontal.
IMPORTANT 'I"he analysis presented above is output.(roar sollware developed by iLcvOR.. Allownhle product values shown are
in accordance with current iLcvclQ mutvrials and code accepted design values. The specific.product 6pplical.ion,input.design,loads
and stated dimensions have been provided by others,have not been checked liar cionri)rmance with the design drawings of the
building,and have not been reviewed by iLcvcl'R)l'snginecring, -
r
Sec iLcvclao Framers Pocket Guidc fir Product-I'rndemark Inl'ormalion
I'J-Xpert 6 50 (N(05)A Page 2 BOBOLA-I)IAMOND DORMC112-2-10 JOB
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Member Calculations Report
Mid-Cape Home Centers
40.1 Route 134
South Denale,MA 02660
$08-398-6071
10lt3984949
bevel Name: ROOF Statue Really to Plot.
Appllcatlonj Roof NomRcAtticnualt No
e� so 1/e"
Design Date:2/2120 10 9 0 96,54 AM Report Daft:2118/2010 4:18.04 PM
%I t: blush Renm_! G t
General.
• .
Product; 13/4"x 9 1/2" 1.913 Microllam LVL .Pllcs;
Dellection Critcrin: Standard,Livc Loud L/240,'1'otol Load 1./180
Mcmbcr Weight(pl l)per ply: 4.8
Dwsign Vuluc Control Value Result .
Moment (FL-INS) 2911 6771 Pussed
Shear (lbs.) -1149 - 3633 Puesed
ive Load NfIcclion (") I I" .47 Passcd
Total Load Dcllecdon (") .2 1" .62 Passed
Reaction (Ibs,) 1512 2291 passed
cA n s:
(3coring LOCation Input Length Required Length
1 Wall#4 0 3.1/2" 1 1/2"
2. Column By Othcrs 24 B' 10 1/81, 1 3/4" 1 3/4
cn ns:
Assumed Member Weight(plf): 14
Location Dead Loud Live Loud 'Ibtal Load UPI111.
1 (Ihs.) 2„ 660 594 1254 p
2(IbsJ 8'9 7/8" 794 762 ISSS 0
AdB: ,
Rool'Load Durtttlon Parlor: 115'%
Load Location Live Dead 7),Pc
Distributed(pit) 8' 10 1/8"to 0 90 to 90 90 lu 90 Roof
Distributed"(ply 8' 1O I/d".0 0 64..3.to 0 49.6 to U Roof
Aistrihutcd(pit) Roof
10 1/8"to 0 62,Ito 0 48 to 0. Runt'
ales: : -
Design Methodology: ASD
All dimensions ore horizontal.
See iLevcIQ Framer's Pocket Guide liar Product Trademark Informotion
7J-Xpcn 6 50 (4695)A PaBc 1 BOM A,-DIAMOND DORMER 1.2.10 JOB
ZT�L'd 022906L80ST:ol 6SSt7 862 80S SO 'Ni33WOH 3dd0 4IW:w0-Id. L2:9T OT02-8T-83d
Design bate:212/2010 9,56:54 AM Report Date:2/18/2010 4:18:04 PM
IMPORTANTI The analysis presented above is output from sollworc developed by iLcvcic&l. Allowable product vulucs shown arc
In accordance with current iLev040 materials and code accepted design values. The specific product application, input design loads_
and staled dimensions have been provided by others,have nut been checked.1'or aunlormmice-with the design drawings of'thc
building,and have not been mviewed by iLcvcllD Gnginccring,
See il,evciaa Framer's Pocket Guide for Product-Tradumurk InVormudon
TJ-Xpert 6 50 (N(j.95)A Puge 2 80130I,A-DIAMOND DORMER 2-2-10.JOB
ZT�8'd 022906IL80ST:ol 6SSb 862 80S SO 'iU33WOH BddO OIW:wOJJ L2:9T OT02-8T-88d
Member Calculations Report
Mid-Cape Home Centers
465 Route 134
South Dennis,MA 02660 -
S00-398-6071
5093984559
Level Names, ROOF atnlmr Ready to Plot .
Appllcallom Roof Non-Rcsidcntlal: . No
2
12'
Design Date:2/=10 9:96:44 AM Rcport bate:2/IR/2010 4:18:I2 PM
Oblect: Flush Beii
Ccoc nl•
Product: 1 1/4"x 9 1/2" I,QL"Microllnm LVL I'lles;
Deticction Criteria; Standard, Live Load L/240,Total Loud L/180
Mcmbcr Weight(pll)per ply: 4.8
Design Value Control voluc Rcstill.
Moment (I't•lbs') 4030 6771 Passed
Shear (lbs.). -1021 3633 Passed
Livc Load Dellection („) .24" 54" Pnsscd
Total,Load Dellection.(") 44" .79" Passed
Reaction (lbs.) 1022 1022 Passed
1Bcstrings: � -
13cnring Lirvotion Input,Lcnglh Required Length
Flush Beam 4 18 U. 0 1 1/2"
2 Wall µ 4 12'. 3 1/2" 3 1/2"
cn do
A,vPwned Mcmbcr Weight(pIQ: 14
Location goad Loud Live Load 'Total Loud Uplill
1 (Ibs.) 0 516 561. 1076 (1
2(Ibs.) I I' 10" 530. 577 1107 0 .
Lands:
Roof Load Duration Factor: 115'%b
Loud Location. Live Dood TYpc.
Distributcd(pl I) G to 12' 94.8 to 0 73.2 to U Roof
Distribuwd(pl1) -6'to 0 94.8 toll 73.2 to 0 Roof
Distributed(plO 6'to U 94.8 to U 73.2 to 0 Roof
Distributed(plo 6'to 12' 94.8 to 0 73.2 to 0 Roof
Wnngclrs' . . '
Bearing 4
Face Mount.................. HL17
Nalling Pattern lnlbrmntion
See Il,cvcl(*limner's Pocket Guide li)r Product Trademark Information
'I7-Xpcil 6 50 (095)A I'agc 1 130DOLA•DIAMOND DORMER 2-2-10JOD
2T/6'd 022906L80ST:ol 6SSb 862 SOS SO '�119dWOH 3dUO QIW:woJd L2:9T OT02-8T-83d
Design Date.2/2/2010 9156%54 AM Report Date:2/ib/20.10 4:IR:12 PM .
Membcr Nal ls................4-N I U
Face Nulls.................. 12• 10il
Geometry Information
Skew........................00
Slope.......................0'
No Web Stiticncrs Required
Support..................... LVI_
Hangcr Notc:
otcE
Dcslgn Methodology: ASn
IMPOICTANII The analysis presented above is output Rom soll.warc developed by it cvcldO AIl6wuble product values shown arc
In accordance with current il,evcl4O materials and code accepted design values. The specific product applicul.lon,Input design loods
and stulcd dimensions have been provided by others,have not been checked.tier Conliirrnance with Lhc design drnwings of the.
building,and have not been rcvicwcd by il,cvci*Englnccring.
$cc il,cvcIOU Frnmer's Pocket Guide l'or Prod ucL Tradcmnrk llllb6nation
TJ-Xpcit 6.50 (4695)A Page 2 1301301-A-DIAMOND DORMER 2-2-10 JOIN
ZT/OT 'd, 022906L80Sti:01 6SSt;l 862 80S SS 'N198WOH 8dd9 QIW:woad 42:9T 0102-81-88J
I "
Member Calculations Report
Mid-Cape Rome Centelr9
465 Roule 134
South Dennle,MA 02660
SU8.39H•(d171
5083984559
Level Names ROOF Rtntust Ready to Plot
AppllegdVnl Roof - _ �Nnn•Reddendnh- No
s' Big
Design Dale:2/2/20:10 9;50:S4 AM Report Date:2/18/2010 4;18-.21 PM
O_ bieet:Vendor NI 43 1 t
General; +.^
product; 1 3/4"x 9 1/2" 1.91-Microllnm LVL 1311mt 2
Deflection Criteria': Standard,Livia Load L/360,Total Loud 1,/240
Membcr WelAhl(pll)per ply: 4.8
Dcslgn Value Control Vuluc Result
Moment. (Pt-Ibs) 8704 13541 fussed
Shear (Ibs.) -2()08 7265 passed
Live Load Deflection (") .13 31" Pusscd
Total Loud De(leelion (") 27 .46" Passed
Rcactloti (Ibs,) 2109 3938 . Passed
Apairlinev
Bearing Locution Input Length Required Length
Wall#4 0. 1 1/2"
2 Wall#A 9'3
Reactions:
Assumed Member Weight(plf): 14 -
Location Dead Load live Lood TWO boast Uplill
(Ibs.) 0 1 102 , _ 1028 2129 U
2(Ibs.) 9131, 1102 1028 2129 0
Lon q'
Roof Load Duration Factor' 115%
Load Locat.lon Live Deaf! Type
Distributed(pll) 9'3"to 4'7 I/2" 62.9 to 0 48.5 to b Root.'
Distrihuted(plf) 0to 4'7 1/2" 62.9 to O 48.5(o.0 Root`
Concentrated(Ibs,) 4'7 1/2" 577 530 hoof
Conccntraled(Ihs) 4'9" 594 660 Rout' '
Concentrated(Ibs) 4'6" 594 (160 Roof'
tC97
Dcsign Methodology: ASD
Sec i-cvcla0 framer's Pocket Ctuidc I'or product'I'ntdwnurk Inli,rmotion
TJ-Xpert 0,50 (4695)A Page I BODOLA-DIAMOND I)OR.MER 2.2.10.JOU
zT�TT'd 022906Z80ST:ol 6SSb 862 80S SD 'idiD3WOH 3dUD GIW:woJ3 L2:9T OT02-8T-83d
beelign Dote:2/2/2010 9;56;54 AM keport bate-2/18/2011)4:18.21 PM
IMPORTAN"l'1 The unulysis prennted above is output IYom soil-ware developed by il.evclU . Allowahlc product values shown arc
in uccordmice with current:ILovcW materials and code accepted design values, The speellle product upplicut:iou, Input design loads
and stated dimensions have bcen provided by others,have not been checked for conibrmanec with the design druwings ol't.he
building,and huve not bcen reviewed by ILcvcl0 EnSinwhigl,
r
y
w
m :
See il,evolUO framer's Pockct Guide liar ProdUCtTi-ndomark InlornutLlon
TJ-Xpcn 6.50 (N695)A Paso 2 I10130I,A-DIAMOND DORMGR2.2-10 JOIN
ZT/ZT'd 028906Z80ST:0l GSSb 862 80S, S3 'i'IT93WOH 3ddD QIW:woJd 82:9T OT02-8T-83d
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JOB SUMMARY REPORT
I�rte •
•software bobo/a 164 Catherine Bay Hdr.4te
01: Level
Member Name Results Current Solution Errors
10'7"Bay Window Header Pass 2 Piece(s) 1,3/4"z 9 1/2"1.9E`Microllam@ LVL
• Forte MEMBER REPORT Level, 10'7"Bay Window Header PASSED
•software 2 plece(s) 13/4"x 91/2" 1.9E Microllam@LVL
Overall Length:10'7"
Eb € IA
0 • 0
10'7
1❑ 0
All Dimensions are Horizontal;.Drawing is Conceptual
Design Results Actual.@ Location Allowed-, Result LDF System:Will
Member Reaction(Ibs) 4494 @ 1 1/2" 6825` Passed(66%) -- Member Type:Header on Trimmer
Shear(Ibs) 3609 @ 1'1/2" 7897' Passed(46%) .•1.25 Building Use:Residential
Moment(Ft-Ibs) 11334 @ 5'3 1/2" 14719 Passed(77%) 1.25 Building Code:IBC
Live Load Defl.(in) 0.318 @ 5'3 1/2" 0.344 - Passed(U390) - Design Methodology:ASID
Total Load Defl.(in) 0.500 @ 63 1/2" 0.51.7 Passed(L1248) --
• Deflection criteria:ILL(U360)and TL(U240). `
• Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability.
• Bracing(Lu):All compression edges(top and bottom)must be braced at 9'9 1/2"o/c-unless detailed otherwise.Proper attachment and positioning of lateral bracing is
required to achieve member stability.
Supports Total Available Required Support Reactions(Ibs). Accessories
Bearing r Bearing Bearing Dead/Floor L Roof/Snow
1 -Trimmer-Spruce Pine Fir. 3.00" 3.00" : 1.98" 1636/953/1905/0 None
2-Trimmer-Spruce Pine Fir 3.00" 3.00" 1 98" 1636/953/1905/0 None
Tributary.Width .
Loads Location Dead 'Floor Live Roof Live Snow Comments
. .
(0.90) (1.00) .(non-show:1.25) (1.15) ,
1 -Uniform(PLF) 0 to.10'7' N/A 60.0 180.0 ' 0.0 0:0 Residential-Living Areas
2-Uniform(PLF) 0 to 10'T' N/A 240.0 0.0 360.0 0.0_ -
!LEVEL®Notes ;m - 1} SUSTAINABLE FORESTRY INMATNE
iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values.
iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details:
(www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is
not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,
builder or framer is responsible to assure that this calculation is compatible with the overall project:iLevel®products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.
The product application,input design loads,dimensions and support information have been provided by PHN
ForteTm Software Operator Job Notes. 7/6/2010 2:22:07 PM _
J Andrew Shakliks CGP 164 Catherine Bay Hdr e iLevel@ ForteTM v1.2, Design Engine:V4.12.0.3
Mid-Cape Home Center bobola 164 Catherine Bay Hdr.4te
ASHAKLIKS@MIDCAPE.NET
(508)398-6071 x 4992 Page 1 of 1
Forte
JOB SUMMARY REPORT
�6 software bobola 164 Catherine Bay.HdrAte
01: Level.' s,r a .�s ,y.a A �',�*:a '" '',, Ky
Member Name Results Current Solution Errors.
10'7"Bay Window Header ND 2 Piece(s) 1 3/4"x 9 1/2" 1.9E:Micr6IIam8,LVL
(LEVEL®Notes l SUSTAINABLE FORESTRY INMATIVE
iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and'publi"shed design values.' p
iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details.
(www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this.software.Use of this software is
not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,
builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel®products manufactured at:
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. _
The product application,input design loads,dimensions and support information have been provided by PHN,
- cr
ForteTm Software Operator Job Notes 7/6/2010 4:02:03'PM
J Andrew Shakliks CGP 164 Catherine Bay Hdr Level®ForteT""v1.2
Mid-Cape Home Center, ,',.'; ' bobola 164 Catherine Bay Hdr.4te
ASHAKLIKS@MIDCAPE.NET
(508)398-6071 x 4992 .. }., ,_ '. .. Page 1 of 1
a
'. TOWN-OF BARNSTABLE Permit No. 25317
ti Building Inspector
�.cnsrm Cash -----------------
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OCCUPANCY PERMIT Bond -------------
Issued to ` . F. H. Developers Address
lot #43 164 Katherine Road, Cetiterville�
Wiring Inspector ..s _ Inspection date
Plumbing Inspector V4.�. T Inspection date
Gas Inspector / Inspection date Ae
Engineering Department ,6,eWar .A—Inspection date/(,
Board of Health - ✓ Inspection date ,�� �
r � r
THIS PERMIT WILL fiNOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN
REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE
BUILDING CODE.
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IWST�.U,tnEt.iT. SucZV��( f.Ts{E..UFt=S rS_..Sito�•�t� IAPPUCA►j
Ktx 6t -US1rD TO oajczF_A-liNt; l�T. LIi.IL �' J H -DEV ...C�p.
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"Assessor's map and lot number ...... .. `o _ b/
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'SEF 71C SYSTEM NIUST BE soft E l'�`f
Sewage Permit,. number .... .......`........... ".. ...... .... . ... .�• INSTALLED IN COMPLIANCIE
WITH TITLE 2 BAR39TABLZ J
HousEe number ................... 04.......... VIRONMENTAL � : ,• �� rasa
39-
TOWN
TOWN ' OF B,ARNSTABLE
- ` Ft v�il
BUILDING.". INSPECTOR it1 `� �S�9 3`�, �
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APPLICATION FOR PERMIT TO .......: ..........:'............ ... ..... ............. . . . .
TYPE OF CONSTRUCTION ►.A!� ............ .. ..............................................
............................ .... �. ..19,F3
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TO THE INSPECTOR OF BUILDINGS:,' '
The undersigned hereby ap?plies for a',permit according to the following information:ID
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Location .......... 0 ...... b?.......... .lN ........ y? (...... ICRr.....................................
ProposedUse .. :::unr�-�r!�y/......................................... .......... ........... .................................................
ZoningDistrict ........ . ..........................................................Fire District .. ... ......................................................... .... .
.......................Address .. 1.0.w.......&Name of Owner J �..... c!.�!.!r.V..`.
Name of Builder ,�7!° a/. P.,SO.........................Address _ /. :...L ��/,....:D '............ .......... ..�4!.z..
Nameof Architect .................................................................Address .... .j�, ;...............................................................
• P
Number of Rooms /'.....K,......................... ...............................Foundation .....:I.6. ...... D�r.� VrA............:.......
Exterior .....Sk�. .�$.........4..�/fJ 13 ....................Roofing ........�-�............ - £....4.............................
Floors .... ............................................................:. Interior � 1'.".�,..................... ........... ..............................
Heating ....aa; ..........k1 ....... ....................Plumbing ....................9 , '...................
Fireplace . ./......................................................... ....... ApproximateCost ........ s .d d.:... . ............. ....: .
Definitive Plan Approved by Planning Board ______________________-_______19________. Area }J':.-.::'::.......
Diagram of Lot and Building with Dimensions Fee 9
............ l".....
SUBJECT TO APPROVAL OF BOARD OF HEALTH
P� %A1 J�AAU'
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town !o!f7.,stable r 'ig a above
construction.
NP ........ ... .. . ....................... ...................
Construction Supervisor's License ......�.&.�,S. ..............
J. F. U.- DEVELOPERS
e�No ..�53�7... Pe1•mit for One §:�q.Ky..........
:....Single Family Dwelling
i
Location Lotl 4 3 r ...Ed
...............Centerville..................................
Owner ..J.....F.....H.....Deve Topers..............
Type of Construction _....Frame.......... ......... � ;� .: r# • , ,^ � _
.••.••••.............................• • •... •....................•.......•
Plott. .......................... Lot ................................
'Permit Granted ....Jul.... ........15.......'. ... ...19 83
Date of,Inspection .. ..... �.....�.../.�...19
Date Completed ! Z/ !.T9
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Assessor's map and lot number ................. ..................... T E
Sewage Permit number ....L2.....4//
...................................
31AUSTAUE
&
House) number ............................ SAM
........................................... 1639-
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TOWN OF BARNSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO ........A........ ......................... J
................................................
TYPE OF CONSTRUCTION ......... A��.le....... ............... .......................................
............................K.1
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location .......... ..........
.................k.,
...................................
ProposedUse .......................................................................................................................
ZoningDistrict .......... .................................................Fire District ..............................................................................
Name of Owner .........................Address ... �sw-t4..... .............
Name of Builder ....T../ ........................Address .................. ............ ......... ....u.............
A....
Name of Architect ..... . ................................................Address ...... ..................................................................
........... . ..
Nu'mber of Rooms .... .........................................................Foundation ......Of.....(............. . ............ ....................
Exterior ..... ..............-...............
.......... 4 9 ....................Roofing ........ 4 51 10�)4-1 ..........................
Floors ... .K.......................................................................Interior .... :Sl
<..............................................
Heating .... ....... . .....................Plumbing........................... ................. ................................................
Fireplace .../..........................................................................Approximate Cost ........ ..................................
Definitive Plan Approved by Planning Board ----------------—----------- Area ...... .........
Diagram of Lot and Building with Dimensions Fee ................... .........................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
C,
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to confFrm to all the Rules and Regulations of the Town of Barnstable,regarding the above
construction.
Name ...............�e...... ......................
Construction Supervisor's License
................
J. -F. It.. . `
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No | for One S ___
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Locution ..Lot...4.3x__l64....Kath.�r.i��_Rd.
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J. F. H. Developers
Owner -.—':.--�--�—.----! ----
Type of Construction —.F�����--------.
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_----........^....—..---~,..—,—.---.. �
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Plot ............................ Lot ................................ '
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Permit Granted ----'��—.—.---..—.]9
Dote of Inspection --.-----.--.--..l9 '
/
Qoie Completed —,.-----.----..—.l9 '
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A complete TJ-Xpert® framing plan requires the iLevel® Framer,'s Pocket Guide t
_ vel® Framer-'a Pocket Guide.for Product Trademark Information
See iLe '�
°TJ Xper
software
4
.
s PIWLLIll111 LL\l�lL 111 L'�U - • ` ,. ^,{• - - RANGER LIST-Simpson Strong-Tie Company, Ina®
40,.-
- ' Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
13' 6" _ - 13' _ '. _^ Il h 6 '; H3 I HDS3.81/10 30-10d 10-10d double shear
_ - H2 1 N9X D22 L67 2-N10 2-N10
R2 1 LSTA 9 6-10d x 1-1/2
` 83 1 N9X D22 R67 2-N10 2-N10
83 1 LSTA 9 4-10d x 1-1/2
Hanger Notes:
- JOIST AND BEAM LIST
Plot ID Length Product Plies Qty
. ....F - s - • ,, '-,' -;' - Ml 14' 1 3/6" x 9 1/2" 1.9E Microllam LVL 3 3
M2 12, 1 3/6" x 9 1/2" 1.9E Microllam LVL 1 1
" - - M3 10, 1 3/6"x 9 1/2" 1.9E Microllam LVL 1 6
- _ HEADER LIST
Plot ID Length Product Plies Qty
Hdl 10' 1 3/4"x 9 1/2"-1.9E Microllam LVL 2 2
' ` • - LEVEL NOTES
Joists By Others _ _ Joists By Others - F
File Name: BOBOLA- DIAMOND DORMER JOB,'1-29-10.JOB
Joists By Others Level Name: ROOF
- Plotted: 1/29/2010 10:50
Design Statue:
' - ROOF.........1/29/2010 10:43
' - - NOTE: Level design times indicated above provide
^' - • ' y ". - assurance for proper level stacking. -
° s ~Design Methodology: RED -
'� _ Roof Area Loading Is:
v _ _ }, - Operator addedl loads.dadditiona) and 20 pef Dead Load
MS
dt Maximum Joist Deflection:
- < —. —. .—
- .-82H1 3-. � _ �•. L/360 Flat Root -Live Load .
• �j I _ \\ . L/260 Sloped Roof -Live Load * -
�' L/260 Flat Roof -Total Load.
L/180 Sloped Roof -Total Load �..
Joists By Others j ii \ Joists By Others - —
i . _ V
Layout Scale: 1/4..
Joists By others
JOB COMMENTS .
DI
AMOND DOAMER JOB
Joists By Others I•. - CREATED BY
'To
By Others t \ `
\ \ I / Mid-Cape
eRoute 136Centers
Denni
' Rdl-lt - _, South 08-398, MA 02660
508-398-6071
• ._. ._ " FAX: 5083984559
2 -
• s -
. _ .. SYMBOL.LEGEND
' O Point Load
Line Load
- y 13' 6" �— 6' 6" no 6' 6"" =C f— - - - - 13' 6"
° �°'+I ^�' j«,t�+•v°"+ " - .- - Rfl-t ReafleArea soaaad-t indicates QuantitY of 2x_
+ r trimmers required at eafle
s
^� f i,r •rr�.*fir Y }",� �-
<+.f $ Page 1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
a� -
TJ•Xpert 6.50(#695)C5.50 D6.50 S5.50 P6.50
ok do�k i o s
f �