HomeMy WebLinkAboutB-19-2537 ONE & TWO FAMILY ONLY-BUILDING PERMIT
Town of Yarmouth Building Department M r
r 1146 Route 28,South Yarmouth,MA 02664-4-492
• 508-398-2231 txt. 1261 Fax 508-398-0836 S. ■
• Massachusetts State Building Code,780 CMR
Building Permit Application To Construct, Repair, Renovate Or Demolish .:.y,
'\
a One-or No-Family Dwelling
This Section For OfficialUseOnly P F C 1= I a EDI
Building PermitNumb r3 0-. f`J'DV d 5 ly.Date Applie Jr'1
• " I /'r, So �..G•+ .. . �J.,`� gid. [ :OT— to +�+ -i.
Bulldog Official(Print Name) • Signature' Date
.SECTION 1:SII'E INFORMATION • • sir _—_-- —__..__ A
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers C)
1 ei AQA .5+ (0ci lociv m
1.1a Is this an accepted street?yes_ no Map Number Parcel Number rn
0 =
13 Zoning Information: 1.4 Property Dimensions: x m
M v
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 't7 N
Z
1.5 Building Setbacks(ft) y W
c
Front Yard Side Yards Rear Yard Z
1,74
Required Provided Required Provided Required Provided N
M N
1.6 Water Supply:(MG.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: 0 03
Co A
�y Zone: Outside Flood Zone? Z C
Public r1 Private❑ — lviunicipal❑ On site disposal system ❑ •• Z
Check if yes❑ XI
' . •• SECTION PROPERTY OWNI RSin`` - f t'1
CI
2.1 Owner'of Record:
1-1A1tPEiJ 'F_t-1FQ--( SoIAA k Yc.rwxvu,*En . MA O2(441
Name(Print) City,State,W t
11, cLg2A ST Sob-221- ?388 ,r✓1c,.t4.LletatpewteC
No.and Street Telephone Email Address
�m�` -COQ
SECTION 3:.DESCRiPTION OF PROPOSED WORKS(check all that apply) • '
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition X
Demolition ❑ Accessory Bldg.❑ Number of Units_ Other ❑ Specify: •
Brief Description of ProposedWorka: -erw- s'r' �A re tas.itrA ay., exi's4 r
c\e\-acl" PAA cit rrvvr j ctrAa:J 4-te%n l-rpcl ronw.S c v,ci lnc. L,ronw) . •
. , , . . SECTION;4::ESTM•TATEDCONSTRUCTIONCOSTS. ,
Item Estimated Costs: ;.
(Labor and Materials) . . . Oteial Tse O 1y'",
I.Building $ $0,own O :'1:`Boldins Peffiit'Fee:s:“j& Indicate how fee;is determined:
2.Electrical •4Staadard City/fgwnApplicatioriFee •••••. : '
$ /0,036 i1,Total Projei:t Cost:(IIttem 6).x multiplier... : : ` x• `:•
3.Plumbing s 1 O, 0o0 2 Other:Fees: `,vim. —'
4.Mechanical (HVAC) $ ir
5.Mechanical (Fire
Suppression) $ i 'I A Total All Fres: • • - - --
ClieckNo:.• • Check Amount Cash Amount • '
6.Total Project Cost: $ 7s,OOd p Ps:le:Pull . . ' a Outstanding B tce Duey 4-I L LIVED
-
o♦ -
NOV 05 201:
I BUILDING DEPARTMENT
i.os _.
' SECTION 5:.CONSTRUCTION SERVICES
5.1 Construction Supervisor License(Ca)
License Number Expiration Date
Name of CSL Holder
•
List CSL Type(see below)
No,and Street Type Description
U Unrestricted(Buildings up to 35,000 cu.ft)
City/Town,State,ZIP R Restricted I ea Family Dwelling
M Masonry
RC Roofing Covering •
WS Window and Siding •
SF Solid Fuel Burning Appliances
I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
No.and Street - Email address
City/Town, State,ZIP Telephone
SECTION'6:WORKERS' COD'IPENSATTON INSURANCE AFFIDAVIT(111.G.L.c.152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit
Signed Affidavit Attached? Yes ❑ No ❑
• SECTION 7a: OWNER AUTHORIZATION TO BE COitiIPLE I E:D WHEN
• • OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ..
I,as Owner of the subject property,hereby authorize
to act on my behalf,in all matters relative to work authorized by this building permit application
hA h,et_A P EME2,( 10/1612.01
maf+m
Print Owner's Name(Electronic Si ) 0 Date
• • • SECTION 7b: OWNER OR.AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is tree and accurate to the best of my knowledge and tmderstandnz.
t1AttktFt.J P aa'tiC.2‘{ IOhb/?oia
Print Owner's or Authorized Agent's Name(Electronic S imatnre) Date
NOTES: ••
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Proeram),will not have access to the arbitration
program or guaranty fiord under 'LGL, c. 142A.Other important information on the HIC Program can be found at
www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dns
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) t o e -c2 (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms H
Number of bathrooms p Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be subs iluled for"Total Project Cost"
_ - “pe ....e,.• c.J lreuuatrusa.lt'Ctr4enrS
. —:ta1ract =: = 1 Congress Street,Suite 100
_r=; Boston, M4 02114-2017
•
`� .a•'b • www.mass.g,ov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): IAA-car\-\cui ? Et-1St-el
Address: 1_ C l A2 A t
•
City/State/Zip: St7tA\n 1lrnrvKnktA \A h a.9Phone#: cc -'I-T•1-/3s
Are you an employer?Check the appropriate box: -
Type of project(required):
1.❑I am a employer with employees(MI and/or parttime).
7. 0 New construction
2❑I am a sole proprietor or partnership and have no employees working for me in
any capacity.[No workers'comp.insurance required.] g• ❑Remodeling
3.0 I am a homeowner doing all work myself.[No workers'comp. insurance required.]t 9. ❑Demolition
4. I am a homeowner and will be hiring contractors to conduct all work on my property. I will
W 10 Building addition
ensure that all contractors either have workers'compensation insurance or are sole 11.❑ Electrical repairs or additions
proprietor with no employees.
5.0 Lama general contractor and I have hired the sub-cormacton listed on the attached sheet. 12.0 Plumbng repairs or additions.
These sub-contractors have employees and have workers'comp.insurance.? 13.D Roof repairs
6.0 We are a corporation and its officers have exercised theirright of exemption per MGL c. 14.❑Other .
152,$1(4),and we have no employees.[No workers'comp.insurance required.]
•Any applicant that checks box#1 must also 611 out the section below showing theirworkers'compensation policy information.
t Homeownen 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=ached an additional sheet showing the name GT the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
1 am 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 MGL c. 152, §25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
1 do hereby certify under the pains and penalties of perjury that the information provided above is true and correct
Signature: Date: i ) ,(a I aol
Phone#: `-t,c _ 7 21 - S R R
Oficial 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):
1.Board of Health 2.Building Departinent 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone if.:
• O' ��t 2 V Y V.11 Vl' 1 t11%1YitJ IJ 111
o . y • BUILDING DEPARTMENT
.^111146 Route 28,South Yarmouth,MA 02664 508-398-2231 ext. 1261
HOMEOWNER LICENSE EXEMPTION
• PLEASE PRINT:
•
DATE: (O10.17--01
•
JOB LOCATION: a. C P 24 S{- scukt, oZc,Gy
NAME STREET ADDRESS SECTION OF TOWN
"HOMEOWNER" IV\T rEt,.) r:-(1-f (cog)-/.21--7391 (SaMc_)
NAME - HOME PHONE - . WORK PHONE
PRESENT MAILING ADDRESS 2 CIA OA -
So t . . LAR c)?C-, K
CITY OR TOWN STATE ZIP CODE
The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units
and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such
• homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1)
Definition of Homeowner.
Persons)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 attached or detached structure assessor)'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 110 R5.1.3.1)
The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other
applicable codes,by-laws,rules and regulations.
The undersigned 'homeowner' certifies that he/ she understands the Town of Yarmouth Building Department
minimum inspection procedures and requirements and that he / she will comply with said procedures and
requirements.
wa„HOMEOWNER"S SIGNATURE lA+� g
APPROVAL OF BUILDING 01.1.1CIAL
11
INSURANCE COVERAGE:
I have a current liability ' rance policy or its substantial equivalent, which meets the requirements of MGL
Ch.142. Yes No
If you have checked im please indicate the type coverage by checking the appropriate box.
A liability insurance policy Other type of indemnity Bond
OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement.
6T0.6 V 'VSA
Signature of Owner or o9t er's Agent Owner Agent
h:homeowarlice crap
• 1.n1Vi 1ua.11Un anti l.nstrucnons
•
•�• Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute,an employee is defined as"...every person in the service of another under any contact of hire,
express or implied,oral or written."
An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more
of the foregoing engaged in ajoint enterprise,and including the legal representatives of a deceased employer,or the
receiver or trustee of an individual,partnership,association or other legal entity,employing employees. 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, §250(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, §250(7)states'Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance
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-contractors)name(s), address(es)and phone number(s)along with their certificate(s)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. Be 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 far the permit or license is being requested,not the Department of
Industrial Accidents. Should you have any questions regarding the law or if you are required 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 venture
(i.e.a do_license or permit to bum leaves etc.) said person is NOT required to complete this affidavit.
•
The Department's address,telephone and fax number: .
The Commonwealth of Massachusetts
Department of Industrial Accidents
1 Congress Street, Suite 100
Boston, MA 02114-2017
Tel. r 617-7274900 ext. 7406 or 1-877-MASSAFE
Fax 4 617-727-7749
Revised 02-23-15 vwvw.mass.gov/din
BUILDING DEPARTMENT
o `cw�' y 1146 Route 28,South Yarmouth,MA 02664
� ' �� 508-398-2231 ext. 1261 Fax 508-398-0836
•
•
BUILDING DEPARTMENT
DEMOLITION DEBRIS DISPOSAL AFFIDAVIT
Pursuant to M.GL Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 1113,
I hereby certify that the debris resulting from the proposed work/demolition to be
conducted at a- CLARA 6t Sc,t,&{-L, (Grwtoc..-lun rlA
Work Address
Is to be disposed of at the following location: Rob err On;1 ckS =tac.
Said disposal site shall be a licensed solid waste facility as defined by M.G.L.
Chapter 111, Section 150A.
n 1t /:.,rA► t0JI6 ' ? oaf')
Signature of Ap 'cati, n ate
Permit No.
•
•
•
01.irgR. TOWN OF YARMOUTH
•
}� WATER DEPARTMENT
-1"-ti y; 99 Buck Island Road
� � . West Yarmouth, MA 02673
Telephone: (508) 771-7921 • Fax: (508) 771.7998
BUILDING PERMIT APPLICATION
DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET
Bldg. Site Location / 67444 S71• Sf #: 405P—
Proposed Improvement: Pk °
Applicant: tAA lAtt) &v,tto~/
Address 1 C tA2A St Tel. #: .Pt-221-/388 Date Filed: x.,/0/2(2.1
RESIDENTIAL AND / OR COMMERCIAL BUILDING
Water Department: Determines Compliance of Water Availability and or Existing Location
Engineering Department: . Determines Compliance for Parking and Drainage
Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of
Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc...
Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements
for Septage Disposal and other Public Health Activities
Fire Department: Determines Compliance to State and Town Requirements for Personal,
Safety, Property Protection;, I.e. Smoke Detectors, Sprinkler Systems, Etc...
17. /0/0/2010
•
Signature of Applicant Dat
PLEASE NOTE:
COMMENTS:
Reviewed by: Water Division Date
dt=' ,y TOWN OF YARMOUTH
• % HEALTH DEPARTMENT
tt PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
ti
Building Site Location: "si1 CLAEA St 7AL ''.rw oo4t1 . t\A OZc,ht/
Proposed Improvement: Dewwc\'s ' nAndt etAck,41 as et;5}i,••�ei1 •
gar nc�n , a ;n3 -two ber hire o.aAA ca k)..-.1t_moth
Applicant: MA-Theta Eyyter/ Tel. No.: coA- 22I -13Q8
Address: 1 CLA2 A S4 Souk h YarwinNA Date Filed: I0l1 AI to I$
""Ifyou would like e-mail notification ofsign off please provide e-mail address: nem-WA eta?e w eel e isvva 1 . C�.yl
Owner Name: 1�1ATT 1�p ue I
Owner Address: A C LA A Si Sota `farino 4k Owner Tel.No.: (508) • 221.732M
026,4�l
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
Note:Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: DATE: 1 G / /e/�et --
PLEASE NOTE
COMMENTS/CONDITION
Pr Q der tett Cr , — vu
Fr-r,n.t view ri\77\ I° cflrc 7-44/t ,
• Sears, Tim
From: Sears,Tim
Sent Wednesday, October 31,2018 3:28 PM
To: 'matthewpemery@gmail.com'
Subject: 1 Clara St
Matthew,
I have reviewed your application for 1 Clara St, and there are some items that need to be addressed;
1. Smoke/CO/Heat detectors need to be shown on the plan to code
2. The plans need to show conformance with the wind code provisions of the building code.
Please submit updated plans for review
Thank you
Timothy Sears CBO
Building Inspector
Town of Yarmouth
508-398-2231 Ext. 1259
mailto:tsears@yarmouth.ma.us
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TO THE BEST OF MY INFORMATION, "PROPOSED" PLOT PLAN
KNOWLEDGE, AND BELIEF THE SOUTH YARMOUTH, MASS.
STRUCTURES SHOWN ON THIS PLAN -LOT-8,-PL: BK.- 119' PG: 73
HAS BEEN LOCATED ON THE GROUND DATE MAR. 4, 2016 SCALE 1" = 30'
AS INDICATED. JOB 5861-00 CLIENT EMERY
4�G-�� SWEETSER ENGINEERING
$/31/201$ 203 SETUCKET ROAD
DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS, MA 02660
_ - off. 508-385-6900 fax. 508-385-6991
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HEALTH DEPT. slefr ROBIN ,
W0' MUST sNFO fO ALL•
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TO N '.Y & S : ' EGULATIONS S wiLcox ilk
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Y�y WATER DEPT DATE ���"A,�F%Te 'lcc'
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TO THE BEST OF MY INFORMATION, "PROPOSED" PLOT PLAN
KNOWLEDGE, AND BELIEF THE SOUTH YARMOUTH, MASS.
STRUCTURES SHOWN ON THIS PLAN 'LOT 8, PL. BK. 119 PG. 73
HAS BEEN LOCATED ON THE GROUND DATE MAR. 4, 2016 SCALE 1" = 30'
AS INDICATED. JOB 5861-00 CLIENT EMERY
2 ��i SWEETSER ENGINEERING
8/31/2018 203 SETUCKET ROAD
DATE PROFESSIONAL LAND SURVEYORP8-038B5-06x713 SOUTH DENNIS, MA 02660
off. 50900 fax. 508-385-6991
C.' \S8\PROJ\5861-00\dwg\5861-PPPI.OWG 0 2018 SWEETSER ENGINEERING
SEA&B Engineering
P.O. Box 688
Eastham, MA 02642-0688
(508) 240-3987
•
Octob r 7 2018 to OF
RECEIVED Fenitm t :
NOV O1 2018 2 no.le' _gp+�
BUILDING DEPARTMENT
rSa�tgr
re
Mr. Frank D. Ciambriello g . RTMENT „ •aAi.OW'
:,
302 Setucket Rd. `--
Dennis, MA 02638
AO/7/.20M
Reference: Emery, 1 Clara St.,So.Yarmouth,MA
Dear Frank,
The addition for this home has been structurally evaluated according to your drawings and the
requirements of the 9th edition of the building code and the WFCM guide(wood framing construction
manual).
The addition as designed is structurally adequate.
Analysis
Wind load selection is based on based on roof pitch,wall and roof surface area,and area section location.
The roof angle of the carport is 22.62 degrees.Maximum horizontal wind load for this angle is 29.1 psf.
This resolves to a vertical wind loading of 10.33 psf. Horizontal wind load for external walls is 22.6 psf.
Snow load is 25 psf. Total vertical loading on the roof consists of snow plus %x vertical wind and material
weight. All material weight is evaluated and combined in by the computer.
Analytical Sheets
• Sheets 1 to 7 show the section model,vertical loading illustration,node identification,member
identification,maximum node deflections,maximum member stress,and support reactions for the
vertically loaded model.
• Sheets 8 to 11 show the same parameters for the wind shear model as sheets 2, 5,6 and 7 show
for the vertically loaded model.
Please let me know if you have questions.
Regards, -
Richard P.Anderson
• Ft..; Job NO Street No 1 Rev
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of File Emery.std Den* 04-Oct-2018 15:52
Node L/C X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan
(in) (in) (in) (in) (rad) (rad) (rad)
4 3 0.086 -0.038 0.000 0.095 0.000 0.000 0.0001
5 3 0.085 -0.036 0.000 0.092 0.000 0.000 0.000
6 3 0.084 -0.037 0.000 0.092 0.000 0.000 -0.000
7 3 0.077 -0.049 0.000 0.091 0.000 0.000 -0.000_
8 3 0.086 -0.025 0.000 0.089 0.000 0.000 0.001
4 2 0.082 -0.034 0.000 0.088 0.000 0.000 0.000
5 2 0.080 -0.031 0.000 0.086 0.000 0.000 0.000
6 2 0.079 -0.033 0.000 0.086 0.000 0.000 -0.000
7 2 0.074 -0.041 0.000 0.084 0.000 0.000 -0.000
8 2 0.081 -0.022 0.000 0.084 0.000 0.000 0.001
10 3 0.081 -0.018 0.000 0.083 0.000 0.000 0.002
2 3 0.081 -0.010 0.000 0.082 0.000 0.000 -0.002
9 3 0.078 -0.023 0.000 0.081 0.000 0.000 -0.001
3 3 0.080 -0.015 0.000 0.081 0.000 0.000 -0.001
14 3 0.078 -0.015 0.000 0.080 0.000 0.000 0.002
13 3 0.077 -0.017 0.000 0.078 0.000 0.000 0.002
10 2 0.077 -0.016 0.000 0.078 0.000 0.000 0.002
2 2 0.076 -0.009 0.000 0.077 0.000 0.000 -0.002
3 2 0.075 -0.012 0.000 0.076 0.000 0.000 -0.001
13 2 0.073 -0.015 0.000 0.075 0.000 0.000 0.001
9 2 0.071 -0.020 0.000 0.074 0.000 0.000 -0.001
14 2 0.071 -0.013 0.000 0.072 0.000 0.000 0.002
11 3 0.071 -0.013 0.000 0.072 0.000 0.000 -0.003
15 3 0.070 -0.009 0.000 0.071 0.000 0.000 0.004
11 2 0.066 -0.012 0.000 0.067 0.000 0.000 -0.003
15 2 0.066 -0.008 0.000 0.066 0.000 0.000 0.004
7 1 0.003 -0.008 0.000 0.008 0.000 0.000 0.000
9 1 0.007 -0.003 0.000 0.008 0.000 0.000 -0.000
14 1 0.007 -0.002 0.000 0.007 0.000 0.000 0.000
4 1 0.005 -0.005 0.000 0.007 0.000 0.000 0.000
6 1 0.005 -0.005 0.000 0.007 0.000 0.000 -0.000
5 1 0.005 -0.004 0.000 0.007 0.000 0.000 -0.000
8 1 0.005 -0.003 0.000 0.006 0.000 0.000 0.000
10 1 0.005 -0.002 0.000 0.005 0.000 0.000 0.000
11 1 0.005 -0.002 0.000 0.005 0.000 0.000 -0.000
15 1 0.005 -0.001 0.000 0.005 0.000 0.000 0.000
2 1 0.005 -0.001 0.000 0.005 0.000 0.000 -0.000
3 1 0.004 -0.002 0.000 0.005 0.000 0.000 -0.000
13 1 0.003 -0.002 0.000 0.004 0.000 0.000 0.000
1 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
12 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
12 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
12 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1 _ 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
16 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Print Time/Date:04/1(/201815:56 STAAD.Pro V8l(SELECTseries 5)20.07.10.66
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Beam LIC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z
(psi) (Psi) (Psi) (Ps) (Psi) (Psi)
26 3 0.000 128.427 0.000 -538.115 686.543 7.169 0.000
26 2 0.000 114.811 0.000 -505.682 620.493 6.733 0.000
9 3 1.000 152.335 0.000 -454.411 606.747 -2.004 -0.000
9 3 0.917 152.262 0.000 -448.540 600.802 -2.004 0.000
9 3 0.833 152.189 0.000 -442.669 594.858 -2.004 0.000
26 3 0.083 128.588 0.000 -465.616 594.204 7.169 0.000
9 3 0.750 152.116 0.000 -438.798 588.913 -2.004 0.000
9 3 0.667 152.043 0.000 .430.926 582.969 -2.004 0.000
9 3 0.583 151.969 0.000 -425.055 577.025 -2.004 0.000
17 3 0.000 55.344 0.000 519.313 574.656 -34.922 0.000
9 3 0.500 151.896 0.000 -419.184 571.080 -2.004 0.000
9 3 0.417 151.823 0.000 -413.313 565.136 -2.004 0.000
9 3 0.333 151.750 0.000 407.441 559.191 -2.004 0.000
9 2 1.000 132.580 0.000 -424.766 557.346 -1.887 -0.000
9 3 0.250 151.677 0.000 -401.570 553.247 -2.004 0.000
26 2 0.083 114.811 0.000 -437.590 552.401 6.733 0.000
9 2 0.917 132.580 0.000 -419.237 551.817 -1.887 0.000
9 3 0.167 151.604 0.000 -395.699 547.303 -2.004 0.000
9 2 0.833 132.580 0.000 -413.708 546.288 -1.887 0.000
9 3 0.083 151.530 0.000 -389.828 541.358 -2.004 0.000
9 2 0.750 132.580 0.000 -408.179 540.759 -1.887 0.000
9 3 0.000 151.457 0.000 -383.956 535.414 -2.004 0.000
9 2 0.667 132.580 0.000 -402.650 535.230 -1.887 0.000
9 2 0.583 132.580 0.000 -397.121 529.701 -1.887 0.000
9 2 0.500 132.580 0.000 -391.592 524.172 -1.887 0.000
28 3 0.167 128.749 0.000 -393.116 521.865 7.169 0.000
17 3 0.083 55.364 0.000 465.814 521.178 -34.978 0.000
9 2 0.417 132.580 0.000 -386.063 518.643 -1.887 0.000
9 2 0.333 132.580 0.000 -380.534 513.113 -1.887 0.000
9 2 0.250 132.580 0.000 -375.005 507.584 -1.887 0.000
25 3 1.000 75.650 0.000 427.564 503.214 5.222 -0.000
9 2 0.167 132.580 0.000 -369.476 502.055 -1.887 0.000
9 2 0.083 132.580 0.000 -363.947 496.526 -1.887 0.000
17 2 0.000 49.114 0.000 447.261 496.375 -32.208 0.000
9 2 0.000 132.580 0.000 -358.418 490.997 -1.887 0.000
26 2 0.167 114.811 0.000 -369.499 484.310 8.733 0.000
17 3 0.167 55.385 0.000 412.229 467.615 -35.034 0.000
25 2 1.000 65.253 0.000 397.299 462.553 4.823 -0.000
26 3 1.000 130.355 0.000 331.880 462235 7.169 -0.000
21 3 0.000 0.702 0.000 -459.351 460.053 29.775 0.000
21 3 0.500 0.702 0.000 451.725 452.427 1.717 0.000
26 3 0.250 128.909 0.000 -320.616 449.526 7.169 0.000
17 2 0.083 49.114 0.000 397.959 447.073 -32.208 0.000
21 3 0.583 0.702 0.000 445.730 446.432 -2.960 0.000
25 3 0.917 75.459 0.000 364.710 440.168 5.222 0.000
21 2 0.000 0.689 0.000 -431.753 432.442 27.983 0.000
Print Time/Date.04/10/201815:57 STAAD.Pro V81SELECTseries 5 20.07.10.66
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Y' ' ''• Job No Sheet No Rev
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Job Me / •
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J /*7t Aoire C-4 aAr 0Y Dick A Dateal-Oct-18 Chd
Client ,/ File Emery.std °ata n" 04-Oct-2018 15:52
Node LiC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z
(kip) (kip) (kip) (kipin) (kipin) (kipin)
12 3 0.023 1.586 0.000 0.000 0.000 -0.119
12 2 0.022 1.388 0.000 a000 0.000 -0.127
1 3 0.009 0.873 0.000 0.000 0.000 -0.079
1 2 0.008 0.742 0.000 0.000 0.000 -0.057
16 3 -0.032 0.684 0.000 0.000 0.000 1.016
16 2 -0.030 0.603 0.000 0.000 0.000 0.954
12 1 0.001 0.198 0.000 0.000 0.000 0.007
1 1 0.001 0.132 0.000 0.000 0.000 -0.022
18 1 -0.002 0.082 0.000 0.000 0.000 0.063
Print Time/Date:04/10/2015 15:57 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Pent Ran 1 of 1
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�I dee" 404.7/7120r4eq r ii/ s� i/ BY Dick A 001104.Oct-18 cha
Client 77 /-- Fs Emery,wind shear.std 0s1e' 04-0d-201817:56
Node LIC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan
(in) (in) (in) (in) (rad) (rad) (rad)
2 2 0.069 -0.005 0.000 0.089 0.000 0.000 -0.002
10 2 0.067 -0.011 0.000 0.068 0.000 0.000 - 0.002
2 3 0.067 -0.008 0.000 0.067 0.000 0.000 -0.002
10 3 0.066 -0.013 0.000 0.067 0.000 0.000 0.002
7 3 0.004 -0.037 0.000 0.037 0.000 0.000 -0.000
7 2 0.004 -0.030 0.000 0.030 0.000 0.000 -0.000
8 3 0.013 -0.017 0.000 0.021 0.000 0.000 0.001
6 3 0.014 -0.014 0.000 0.020 0.000 0.000 -0.000
5 3 0.018 -0.008 0.000 0.019 0.000 0.000 -0.000
8 2 0.011 -0.014 0.000 0.018 0.000 0.000 0.001
3 3 0.017 -0.007 0.000 0.018 0.000 0.000 0.000
3 2 0.016 -0.005 0.000 0.017 0.000 0.000 0.001
5 2 0.016 -0.003 0.000 0.017 0.000 0.000 -0.000
6 2 0.013 -0.010 0.000 0.017 0.000 0.000 -0.000
9 3 0.001 -0.016 0.000 0.016 0.000 0.000 -0.001
4 3 0.016 -0.004 0.000 0.016 0.000 0.000 -0.000
4 2 0.014 0.001 0.000 0.014 0.000 0.000 -0.000
9 2 0.001 -0.014 0.000 0.014 0.000 0.000 -0.001
11 3 0.002 -0.010 0.000 0.010 0.000 0.000 -0.003
11 2 0.002 -0.008 0.000 0.009 0.000 0.000 -0.003
7 1 -0.000 -0.007 0.000 0.007 0.000 0.000 0.000
4 1 4 0.001 -0.005 0.000 0.005 0.000 0.000 0.000
6 1 0.001 -0.005 0.000 0.005 0.000 0.000 -0.000
5 1 0.001 -0.004 0.000 0.004 0.000 0.000 0.000
8 1 0.001 -0.003 0.000 0.003 0.000 0.000 0.000
9 1 0.000 -0.003 0.000 0.003 0.000 0.000 -0.000
10 1 -0.001 -0.002 0.000 0.003 0.000 0.000 0.000
3 1 0.001 -0.002 0.000 0.002 0.000 0.000 -0.000
2 1 -0.001 -0.001 0.000 0.002 0.000 0.000 -0.000
11 1 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000
1 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
12 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-
12 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
12 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
13 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
13 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
13 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
14 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
14 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
14 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
15 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
15 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
15 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
16 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Print Tme/Dete:04/10201817:58 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 2
-_ y Job No Sheet No Rev
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Job Title A Ref
Ale a9.V/P f 610 S f A ax BY Dick A D8tW4-Oct-18 Cm
Client fNe Emery,wind shear.std paten". 04-Oct-2018 17:56
Beam L/C Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z
(psi) (psi) (Psi) (Psi) (Ps) (Psi)
9 3 0.000 110.864 0.000 -936.744 1.05E+3 30.157 0.000
9 2 0.000 93.349 0.000 -914.771 1.01E+3 30.118 0.000
9 3 0.083 110.937 0.000 -848.379 959.316 30.157 0.000
9 2 0.083 93.349 0.000 -828.521 919.870 30.118 0.000
9 3 0.167 111.010 0.000 -760.014 871.024 30.157 0.000
9 2 0.167 93.349 0.000 -738.271 831.620 30.118 0.000
9 3 0.250 111.083 0.000 -671.649 782.732 30.157 0.000
9 2 0.250 93.349 0.000 -650.020 743.370 30.118 0.000
21 3 1.000 22.041 0.000 -707.366 729.407 -32.270 -0.000
9 3 0.333 111.156 0.000 563.284 694.441 30.157 0.000
21 2 1.000 21.878 0.000 -668.423 690.301 -30.427 -0.000
9 2 0.333 93.349 0.000 -561.770 655.119 30.118 0.000
_ 9 3 0.417 111.229 0.000 -494.919 606.149 30.157 0.000
10 3 0.000 142.146 0.000 453.565 595.711 -8.739 0.000
1 3 1.000 61.941 0.000 -520.128 582.068 -22.601 -0.000
9 2 0.417 93.349 0.000 -473.520 566.869 30.118 0.000
10 2 0.000 121.771 0.000 440.750 582.521 -8.491 0.000
1 2 1.000 48.757 0.000 -499.477 548.234 -22.311 -0.000
10 3 0.083 142.306 0.000 397.330 539.638 -8.739 0.000
9 3 0.500 111.303 0.000 -406.554 517.857 30.157 0.000
10 2 0.083 121.771 0.000 386.109 507.880 -8.491 0.000 •
10 3 0.167 142.467 0.000 341.094 483.561 -8.739 0.000
9 2 0.500 93.349 0.000 -385.270 478.619 30.118 0.000
2 3 1.000 6.827 0.000 -470.108 476.938 -23.740 -0.000
18 3 0.500 14.929 0.000 458.245 473.173 -1.005 0.000
18 3 0.417 14.929 0.000 447.722 462.651 4.171 0.000
10 2 0.167 121.771 0.000 331.468 453.239 -8.491 0.000
18 3 0.583 14.929 0.000 434.358 449.287 -6.181 0.000
21 3 0.917 22.041 0.000 -418.713 440.753 -27.594 0.000
1 3 0.000 64.691 0.000 -372.948 437.639 19.929 0.000
2 2 1.000 0.504 0.000 -435.235 435.739 -23.056 -0.000
18 2 0.500 15.091 0.000 419.277 434.368 -1.010 0.000
1 2 0.000 48.757 0.000 -384.254 433.011 20.219 0.000
9 3 0.583 111.376 0.000 -318.189 429.565 30.157 0.000
10 3 0.250 142.628 0.000 284.859 427.487 -8.739 0.000
18 2 0.417 15.091 0.000 410.187 425.278 3.744 0.000_
21 2 0.917 21.878 0.000 -396.181 418.059 -26.034 0.000
18 3 0.333 14.929 0.000 402.791 417.720 9.348 0.000
18 2 0.583 15.091 0.000 396.760 411.851 -5.764 0.000
10 2 0.250 121.771 0.000 276.828 398.598 -8.491 0.000
1 3 0.917 62.170 0.000 -328.914 391.084 -19.057 0.000
18 3 0.667 14.929 0.000 376.064 390.993 -11.356 0.000
9 2 0.583 93.349 0.000 -297.020 390.369 30.118 0.000
21 3 0.417 22.041 0.000 366.163 388.204 0.465 0.000
18 2 0.333 15.091 0.000 369.492 384.583 8.498 0.000
10 3 0.333 142.788 0.000 228.623 371.412 -8.739 0.000
Prim nmemate:04/10201818:00 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Prod Ran 1 or 1
� ,. . Job No Sheet No Rev
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Jab TeleRef
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Mint File Emery,wind shesrstd I 04-Oct-2018 17:56
Node LIC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z
(kip) (kip) (kip) (kipin) (kipin) (kip-in)
12 3 0.061 1.189 0.000 0.000 0.000 -1.673
12 2 0.060 1.005 0.000 0.000 0.000 -1.625
1 3 -0.140 0.534 0.000 0.000 0.000 2.820
1 2 -0.142 0.402 0.000 0.000 0.000 2.906
12 1 0.002 0.184 0.000 0.000 0.000 -0.048
1 1 0.002 0.131 0.000 0.000 0.000 -0.086
16 3 0.000 0.005 0.000 0.000 0.000 0.000
16 1 0.000 0.005 0.000 0.000 0.000 0.000
16 2 0.000 0.000 0.000 0.000 0.000 0.000
•
•
Print Tenemate:04/10201818:01 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run t oft