HomeMy WebLinkAboutBLD-19-2105 io/g (
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ONE & TWO FAMILY ONLY-BUILDING PERMIT
Town of Yarmouth Building Department `oF
1146 Route 28, South Yarmouth,MA 02664-4492
508-398-2231 east 1261 Fax 508-398-0836 "4
Massachusetts State Building Code,780 CMR C rr ,
Building Permit Application To Construct,Repair, Renova.e Be9rglzT •
a One-or Two-Family Dwelling
This Section Fo Official Use Only �, at 7r1 \ 1 a
t n
BuildingPermitNuniber: Bo-ft-(�&fO51' ateApplie . 'gun nlsn hF k uT CO 73
By: --,... ...:,.w .: -!'1
.Ur, 3zAr5 T . -/8-ij O c• m
Building Official(Print Name) Signature .. Date (t7 0
.SECTION 1:Slit INFORMATION. Z aa,
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers r- C
5 5 Dr iood Lane. I a-1 'I a z
-` I-I
1.1 a Is this an accepted street?yes_ no Map Number Parcel Number C/I-D
— 't7 [i°s
rn
1.3 Zoning Information: 1.4 propertyDimensions:
'+1130 30
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 0 0
Z
1.5 Building Setbacks(ft) rn
Front Yard Side Yards Rear Yard 0
Required Provided Required Provided Required Provided
2.00 + .- 6I, 6 fi- et0.0 $ -
1.6%Vatey Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: /
Zone: _ Outside Flood Zone?
Public h Private❑ Municipal❑ On site disposal system t3
Check if yes❑
SECTION 21 PROPERTY OWNERSHIP! • -
2.1 Owner'ofRecor .
Cheri .t.%It Retort., South 9armavthl Vhct •
Name(Print) City,State,ZLn
•
SS Oh-i Ftwood 1-a.nt 5c*3(n1-c553 Cte_Cheri Q Mort
No.and Street Telephone Email Address
. ' ' SECTION 3 DESCRIPTION OF PROPOSED WORK'(check all that apply)
C
New Construction L� E fisting Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition 0
Demolition ❑ Accessory Bldg.0 Number of Units_ Other 0 Specify: '
Brief Description of Proposed Work': M-0,0 resirkxltal 1 btdruorn Via ber}t,
In arYn e
• SECTION 4::ESTMATED CONSTRUCTION COSTS.
Item
Estimated Costs:
(Libor and Materials) Official tie'
Only
1.Building $ a 1.j t-{ , ,,,,,00 . 1.:Butlding Permit Fee:$I S D�I'Indicate hove fze:is determined:
2.Electrical $ II Standard City/Town Application Fee;`. :. ':;
In . 000 ❑.Total ProjectCost'.(Item6)xmultiplier... : • ` x•
3.Plumbing ..$ elU, 00 2: Other Fees: $�:3$.:.:. .
4.Mechanical (HVAC) $ L :
1e,‘ ono
5.Mechanical (Fire
Suppression) $ Total All Fee's:$
CheckN6:.• • Check Amount: Cash Amount • '
6.Total Project Cost $ 300, Goo p Paid in Full , , • Outstanding Balance Due: l 5-39
•
• SECTION 5:.CONSTRUCTION SERVICES .
5.1 Construction Supervisor License(CSL)
CS 02031 19
•
Petc r 1-'QS't'inn an License Number Expire,'on Da e
Name of CSL Holder 11 ,,
List CSL Type(see below) V
p. 0. Goy BSG,
No.and Street Type Description
(i +t-, Port- , YYl et >'1lp'1,S U Unrestricted(Buildings up to 35,000 cu.ft.)
n rnn t'`—� R Restricted l.c2 Family Dwelling
itylfown,State,ZIP NI Masonry
RC Roofing Covering •
WS Window and Siding
�'oZ�J7-789SF Solid Fuel Burning Appliances
�
Pu 311Th n< j 1!4-rq I Insulation
Telephone Email address Conrail.rcr D Demolition
5.2
Registered Home Improvement Contractort(�HIC) la(ORB
61 gilt;0
Pe `— FQ'�i n C c 5tbm out 1 d' r HIC Registration Number Exp ration Date
C Compxy Name or Ij4C Registrant Name
0• 'x 50 Pac' rnanitA c%-er- ComrGSt.n
No.and Street Email address
Yarmouth Port-, Ala oa(42O R -331-1?t9
City/Town,State,ZIP Telephone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.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 617 No ❑
• SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIESFORBUILDING PERMIT
I,as Owner of the subject property,hereby authorize P-('ttr fcsSin ia r
to act on my behalf,in all matters relative to work authorized by this building permit application.
htvi + 1A ci1t Rel sl•x,r- 1,c) 8
Print Owner's Name(Elecifonic Signature) Date
• • SECTION 7b: OWNER':OR AU'11iORIZED 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 true and accurate to the best of my lmowledge and understanding.
Print Owner's or Authorized Asent's Name(Electronic Signature) 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)Program),will not have access to the arbitration
progam or guaranty fiord under M.G.L. c. 142A.Other important information on the HIC Program can be found at
www.mass.aov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dos
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms 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 substituted for"Total Project Cost"
e ommonwea t o assachusetts
,► l jam t Department oflndustrialAccidents
i, —_''t Y 1 Congress Street,Suite I00
r f= Boston, MA 02119-2017
•
4%...�FS+ www.mass.gov/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): 'f� u G Lit:-
Address: /6G el
City/State/Zip:iSvoutvi ""..}.7 3 0? 67s' Phone#: SQ b' -Z..3 2^7 es-if
Are you a
Type of/project(required):
employer?Check the appropriate box:
I. I a employer with employees(full and/or part-time).* 7. [ New construction
a sole proprietor or partnership and have no employees working for me in •
capacity. 8. Remodeling •
any p ty.[No workers'comp.insurance required.] 9
3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition
4.9 I am a homeowner and will be hiring contactors to conduct all work on myproperty. I will 10 ❑Building addition
ensure that all contractors either have workers'compensation insurance or are sol
p 11.9 Electrical repairs or additions
proprietors with no employees.
lam a general contractor and I have hired the sub-contactors listed on the attached sheet 12.9 Plumbing repairs or additions
ese sub-contractors have employees and have workers'comp.insurance.: 13.❑Roof Iepairs
6.9 We are a corporation and its officers have exercised their right of exemption per MGL e. 14.D OtJaer
152,§1(4),and we have no employees.[No workers'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 suck
?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'camp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: A.1 . Ni .
Policy#or Self-ins.Lic.#:n WC-4007oa 76 Itt 20 (7 i- Expiration Date: Z 2-.3
Job Site Address: -rs "Itit City/State/Zip: Maks- a z661/
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.
I do hereby✓ceerrtif under 1b and penalties of perjury that the information provided above is true and correct.
Signature: 1 Date: to /9 12.(J
)--
Phone#: ..0031-7-2.2 7— 78-S4
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):
1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
•
Contact Person: Phone:
r 04'Y"�' TOWN OF YARMOUTH
r• C BUILDING DEPARTMENT
• o ''r-` 4-3 1146 Route 28,South Yarmouth,MA 02664
• 'F�<.r.�,c.• j"'"�"43cf. 508-398-2231 ext. 1261 Fax 508-398-0836
�
•
BUILDING DEPARTMENT
DEMOLITION DEBRIS DISPOSAL AFFIDAVIT
Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5,
I hereby certify that the debris resulting from the proposed work/demolition to be
conducted at 555 I)11 It Vico rj LcWC
Work Address
Is to be disposed of at the following location: TcnAin O-c 'j0.rm oukh
Land Pit\
Said disposal site shall be a licensed solid waste facility as defined by M.G.L.
Chapter 111, Section 150A.
tofq /2_01p-
Signature of Application Date
Permit No.
&x; 10--,y
so TOWN OF YARMOUTH
i 1146 ROUTE 28,SOUTH YARMOUTH,MA 02664 4451 ��Telephone(508)398-2231 Ext. 1292—Fax(508)398-0836
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE AUG 3 1 2018
APPLICATION FOR YARMOUTH
CERTIFICATE OF APPROPRIATENESS OLD KING'S HIGHWAY
Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as
amended,for proposed work as described below&on plans,drawings,photographs,&other supplemental info accompanying this
application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS,&SUPPLEMENTAL INFORMATION.
Cheek All Categories That Apply: Indicate type of Building: Commercial .1( Residential
1)Exterior Building Construction: /\ New Building _Addition _Alterations Reroof Garage
Shed Solar Panels Other:
2) Exterior Painting: _Siding X Shutters x Doors (Trim _Other:
3)Signs/Billboards: _New Sign _Change to Existing Sign
4)Miscellaneous Structures: Fence - Wall _Flagpole _Pool Other:
Please type or print legib
Address of `proposed wort ►rf T I tkJQ rI L(tl1e (.lot �j?7� Map/Lot# 131113.
Owner(s): kcAI.0 t r,hi h Reisnu' Phone#: 508-3(.P1— 5553
All applications must be submitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address:I•(), i3nX 5t-1 I !_tirA(110(kei Pott 8'111 (23 .1 P15 Year built:
Email: (,te_(helri 4ga Vico. c()WI Preferred notification method: $ Phone �1 Email
r: Peter EaSiTY1Ar t`y
Phone 5O '331'1 SS 1
Mailing Address: p• a Out P5to 9(xrrwM-1-Rort'r ('Ifn 09tpi15 ,
Email:EFnctrl1a nix);lel ere f-Gmere 11 f f- Preferred notification_ eood:_3K Phone Email
Description of Proposed Work: RECEIVE
Bold lift-0 I101Se- SEP. Z5 2018
TOWN CLERK
nn SOUTH YARMOUTH, MA
Signed(Owner or agent):___Cd/'/A A 1l� Date: 813I ! 1 c.r
> Owner/contractor/agent is aware that a permit is required from the Building Department(Check other departments,also.)
> If application is approved,approval is subject to a 10-day appeal period required by the Act.
> This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later.
> All new construction will be subject to Inspection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections.
For Committee use only: I. Approved Approved with_Modifications _Denied
Rcvd Date: Eatr—IS Reason for Denial; APPROVED
Amount _ 75° J
irCK#: Gtksk--( �/r SEP 24 .2018
Rcvd by: 1 V Signed: , ,/ i A. it ,..4 4 -
45 Days: I(9-151 ��"� "" — 01("KING'S aYARMOUGHWAY
algt
,/I r � nr
Date Signed: q�27/ Z '
Ar-
18 - A095
03/2018 1 APPLICATION#:
Engineering / Surveying Division
New House (vacant lot/ never developed/new foundation)
Building Permit Review Work Sheet
� �
Address: 3S �/,fi' ,/%e2L , x2,..tl
ra
Assessors Map &Parcel: /.2 7 — 7Z
Assessors Plan#: 47/ — `/ Z g/) -53 /.86 c
Plan Type: ti//o eO/ vis /o/l7 7 �✓
Recording Date: CVG 4/' 2>/ /280
t Planning Board#:
f Endorsement Date:
Planning Board Release Date:
Suhaieitinm Onle&Po>I-fehnruv 14. 19c0
,& ! c.. TOWN OF YARMOUTH
vcaO I .. 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSEI lb 02664-4451
wean. g,. Telephone(508) 398-2231,Ext. 1250—Fax(508)760-4830
Engineering and Surveying Division Building Permit Review
Residential and /or Commercial Buildings
Name of Applicant: K�ll1 k_ KQJ svu-'
Telephone or Email Address: 50% ZK 19 75%
Proposed Building Location: 55 OG F f w o o.1 I d--
Date Submitted: °r/2_ ( /i
Requirements for review:
Please submit one(1) copy of plans, to include:
1. For Residential: Site Plan showing proposed and/or existing buildings,
proposed contours with bench mark, water service location, and septic system
location.
For Commercial: Site Plan showing details required by the Zoning By-law and
revisions required by Site Plan review, if any. .
Note: Site plans must be signed and stamped by a Licensed Professional Land
Surveyor and Engineer or Sanitarian.
2. House or Building- Floor Plan(s) and Elevation Plan(s)
3. One ) cop 'f application.
Reviewed By: _ Date: aZoraS
PLEASE NOTE
Comments/Conditions:
•
C)
Punted on Recycled Paper
, , i . :,tl 1, ,
oza6oi
•
stY4st TOWN OF YARMOUTH
ISOc. WATER DEPARTMENT
• 1 99 Buck Island Road
r West Yarmouth, MA 02673
Telephone: (508) 771-7921 • Fax: (508) 771-7998
Letter of Water Availability
Date of Issue: 9/21/18
1. Single Family Dwelling x 4. Commercial / Industrial
2. Duplex Family Dwelling 5. Other (Specify)
3. Condominium Dwelling
Reference; Massachusetts General Laws Chapter 40, Section 54
To: Town of Yarmouth Building Inspector
Please be advised that the Town of Yarmouth public water supply is available to service lot/
Parcel (s) 72 Street: 55 Driftwood Ln SY
As shown of Assessors sheet/ map 127.
Issuance of this Letter of Availability is subject to the following provisions/ restrictions:
(1) The property owner agrees to comply with all federal State, and Local Laws, Rules
and Regulations as they pertain to the use of the public water supply.
(2) The Yarmouth Water Department shall have exclusive rights as to the size, number,
type and location of all water service lines, fire service lines or appurtenant items
connected to the water distribution system.
(3) The Yarmouth Water Department reserves the right to require, at the property
owner's expense, the installation of water mains and appurtenant items to meet
water demands requisites within any structure relevant to this Letter of Availability.
(4) This Letter of Availability will expire 180 days from the date of issue
I have read and understand the provisions / restrictions of this Letter of Water Availability.
0 ner (sign) JrI
Yarmouth Water Departmen
•
as<,�
AT TOWN OF YARMOUTH
.3} a . % WATER DEPARTMENT
- -—4 99 Buck Island Road
� �; ,West Yarmouth, MA 02673
Telephone: (508) 771-7921 • Fax: (508) 771-7998
• BUILDING PERMIT APPLICATION • .
DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET
v
Bldg. Site Location 55- Orc'(4-wood Ih Map #: Lot #:
•
Proposed Improvement: ifeaL Z&w/4
Applicant: K7(L 1e-f Sttex a q!// / .
Address Q ..),( 5111 Tel. #: 503-2'ff' 17,�4DateFiled: 2((!7
yamoutk Fort MA-
Q U-7SRESIDENTIAL 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 df
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...
97Z1/9 •
)igfiature of a scan Date
PLEASE NOTE:
COMMENTS:
Reviewe by:Water Div n D a '/ 7
a
Sears, Tim
From: Sears,Tim
Sent: Friday, October 12,2018 12:30 PM
To: 'eastmanbuilder@comcast.net'
Subject: 55 Driftwood
Peter,
I have reviewed your application for 55 Driftwood Ln,and we need the smoke/CO detectors marked on the plans to
code.
Please update your plan.
Thank you
Timothy Sears CBO
Building Inspector
Town of Yarmouth
508-398-2231 Ext. 1259
mailtoasears@varmouth.ma.us
•
1
r
RECEIVED
ot_Yek TOWN OF YARMOUTH sP9 ? 12018
s; 0 HEALTH DEPARTMENT
t
* . ;y HEALTH DEPT.
r�. ,./?
•% PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: 55 DYi4twood L-oye
Proposed Improvement: new 2 bet{room home
Applicant: Ght,Y-i t V,td IC R-EiSncr 45C-24/- 9'X70 Tel.No.: 5063-3301- 5553
Address: P.O. Ben 5W I 9n rrn cnrh.nIT rt , 1ytc of of Date Filed: q la l ( I
•*lfyou would like e-mail notification of sign off please provide e-mail address: /0 r(Q r(O ' e7 . q(79
Owner Name: Saintc
Owner Address: Owner Tel.No.:
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: ( b Cfpal, /DATE: / t 76 7?
PLEASE NOTE
COM TS/CONDITI NS:
R ° tJ <.. I .IED
ame
r r,ARTMENT
- r
TOWN OF YARMOUTH BUILDING DEPARTMENT
•
PLAN REVIEW &'BUILDING PERMIT APPLICATION REVIEW
Applicant Name
Permit Address SS Dci 4-11,/004
Review Date 0 I$
3 lyeoJt oorz .. d.-"hs,\AHcrie.i1,at, \;\;�5 t �;.;,h tM, 0. c cco,v.
cSI
•St � o e' x otE
afe 10210
51k,( ; fs. k o8yt oy� 'bsn Cl
SEA&B Engineering
P.O. Box 688
L Eastham,MA 02642-0688
(508)2403987 N®ro
July 7,2018 �� &ARD l6 CE
p 3Zs
\ RD.1 gr® / ..
Mr. Frank D. Ciambriellor " /
302 Setucket Rd. '";.•is
Dennis,MA 02638 l.fetyrtV -
Reference: Reisner,59 Driftwood Lane, South Yarmouth,MA
7/7fie
Dear Frank,
The design of this house has been evaluated according to your drawings and the requirements of the
9th edition of the building code for wind exposure B,and the WFCM guide (wood framing
construction manual).
.i
General
The main beam girt is to be four 2x10s. Columns supporting this beam,located as shown on the
drawings,are to be 3 '/x in. dia. standard lally columns,concrete filled,and are to be connected to
the main beam girt with Simpson LCC6-3.5 connectors.Footings for the columns are to be 28 in.
min,x 28 in. min.x 14 in.min. deep with no rebar. The columns are to be tight fit on steel base
plates 8 in.x 8 in.x %3 in.thick on the footings and each secured with two 7 inch long Hilti bolts
into the footings and centered with one at each side of the columns in the direction of the beam
above. The columns are to be welded to their base plates with 1/16 in. fillet welds,all around.The
base plates may be embedded into the concrete for flush surfaces if desired.
Front and rear wall studs are to be double 2x6s at 16 in. o.c. for the length of the cathedral ceiling
only.
The upper rear deck outer support beam is to be a double 2x10.The two end beam support
couumns are to be PT 4x4s.Pier supports for these columns are to be 16 in. dia. sonos or Big Foot
BF 20s with 8 in. dia.tubes. The two equally spaced inner columns supporting this beam are to be
PT 6x6s. Pier supports for these inner columns are to be Big Foot BF 24s with 8 in. dia.tubes.
Deck joists are to be 2x8s at 16 in.o.c.
Anchor bolts are to be 5/8 in. dia.with 3 in.x 3 in.x '/.in.thick square washers, spaced 38 in.
max. and 6 to 12 in. from ends of sill plates.
For sheathing,the structural paneling is to be 7/16 WSP..The minimum length of full height
sheathing for the external wall width is to be 59%and for the external wall length is to be 31 %.
Nailing of the sheathing is to be with 8d common nails, 3 in.edge and 6 in. field.Nailing is to be
according to the schedule shown in Table 2 of the WFCM guide.
Simpson H2.5A connectors are to be provided at all rafter and upper plate intersections.
Analysis
Wind load selection is based on based on roof pitch,wall and roof surface area,and area section
location.The roof angle for the roof is 33.69 degrees. Maximum horizontal wind load for this angle is
21.8 psf. This resolves to a vertical wind loading of 10.06 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 V2
vertical wind and material weight. Internal floor live loading is 40 psf. Deck live load is 60 psf.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,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.
• Sheets 12 to 21 are the analytical sizing sheets for the beams,footings and pier footings.
Please let me know if you have questions.
Regards,
Richard P.Anderson
HOF . ` ;
•
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4 3 0.002 -0.513 0.000 0.513 0.000 0.000 0.000
6 3 -0.002 -0.513 0.000 0.513 0.000 0.000 -0.000
5 3 0.000 -0.509 0.000 0.509 0.000 0.000 0.000
7 3 0.002 -0.502 0.000 0.502 0.000 0.000 0.002
3 3 -0.002 -0.502 0.000 0.502 0.000 0.000 -0.002
6 2 -0.002 -0.443 0.000 0.443 0.000 0.000 -0.000
4 2 0.002 -0.443 0.000 0.443 0.000 0.000 0.000
5 2 0.000 -0.440 0.000 0.440 0.000 0.000 0.000
3 2 -0.002 -0.434 0.000 0.434 0.000 0.000 -0.002
7 2 0.002 -0.434 0.000 0.434 0.000 0.000 0.002
8 3 0.338 -0.004 0.000 0.338 0.000 0.000 0.004
2 3 -0.338 -0.004 0.000 0.338 0.000 0.000 -0.004
8 2 0.292 -0.003 0.000 0.292 0.000 0.000 0.004
2 2 -0.292 -0.003 0.000 0.292 0.000 0.000 -0.004
6 1 -0.000 -0.070 0.000 0.070 0.000 0.000 -0.000
4 1 0.000 -0.070 0.000 0.070 0.000 0.000 0.000
5 1 0.000 -0.069 0.000 0.069 0.000 0.000 0.000
7 1 0.000 -0.068 0.000 0.068 0.000 0.000 0.000
3 1 -0.000 -0.068 0.000 0.068 0.000 0.000 -0.000
8 1 0.046 -0.001 0.000 0.046 0.000 0.000 0.001
2 1 -0.046 -0.001 0.000 0.046 0.000 0.000 -0.001
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
1 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
9 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
9 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
9 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
10 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
10 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
10 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Print Tm&Date:05/07120181t37 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 or 1
icy*, • Job No Sheet No Rev
r i Ca"
ogoH Pert
Software licensed toMicrosoft
Ref
Job Title L � / �/f � _
�e AN /ere J% rP Ss" fr ctX. Fri.Dick A Dat.05Jul-a8>�m.. CM
Client Reisnecstd 05-Jul-2018 18:35
Beam LIC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z
(Psi) (Psi) (Psi) (Psi) (psi) (psi)
1 3 1.000 45.501 0.000 -1.12E+3 1.16E+3 -20.522 -0.000
8 3 0.000 45.501 0.000 -1.12E+3 1.16E+3 20.522 0.000
8 2 0.000 39.971 0.000 -971.593 1.01E+3 17.806 0.000
1 2 1.000 39.971 0.000 -971.593 1.01E+3 -17.806 -0.000
1 3 0.917 45.702 0.000 -953.711 999.413 -20.522 0.000
8 3 0.083 45.702 0.000 -953.711 999.413 20.522 0.000
1 3 0.000 47.912 0.000 863.226 911.138 -20.522 0.000
8 3 1.000 47.912 0.000 863.226 911.138 20.522 -0.000
1 2 0.917 39.971 0.000 -828.276 868.247 -17.806 0.000
8 2 0.083 39.971 0.000 -828.276 868.247 17.806 0.000
1 3 0.833 45.903 0.000 -788.535 834.438 -20.522 0.000
8 3 0.167 45.903 0.000 -788.535 834.438 20.522 0.000
7 3 1.000 46.395 0.000 -750.057 796.453 -37.779 -0.000
14 3 1.000 46.395 0.000 -750.057 796.453 -37.779 -0.000
8 2 1.000 39.971 0.000 748.209 788.180 17.806 -0.000
1 2 0.000 39.971 0.000 748.209 788.180 -17.806 0.000
8 3 0.917 47.711 0.000 698.050 745.761 20.522 0.000
1 3 0.083 47.711 0.000 698.050 745.761 -20.522 0.000
1 2 0.833 39.971 0.000 -684.959 724.930 -17.806 0.000
8 2 0.167 39.971 0.000 -684.959 724.930 17.806 0.000
7 3 0.000 30.405 0.000 670.356 700.761 -10.239 0.000
14 3 0.000 30.405 0.000 670.356 700.761 -10.239 0.000
14 2 1.000 40.577 0.000 -651.317 691.894 -33.332 -0.000
7 2 1.000 40.577 0.000 -651.317 691.894 -33.332 -0.000
8 3 0.250 46.104 0.000 -623.359 669.463 20.522 0.000
1 3 0.750 46.104 0.000 -623.359 669.463 -20.522 0.000
14 3 0.083 31.738 0.000 614.219 645.956 -12.534 0.000
7 3 0.083 31.738 0.000 614.219 645.956 -12.534 0.000
8 2 0.917 39.971 0.000 604.892 644.863 17.806 0.000
1 2 0.083 39.971 0.000 604.892 644.863 -17.806 0.000
14 3 0.917 45.063 0.000 -569.459 614.522 -35.484 0.000
7 3 0.917 45.063 0.000 -569.459 614.522 -35.484 0.000
14 2 0.000 26.025 0.000 579.335 605.360 -8.271 0.000
7 2 0.000 26.025 0.000 579.335 605.360 -8.271 0.000
8 2 0.250 39.971 0.000 -541.642 581.614 17.806 0.000
1 2 0.750 39.971 0.000 -541.642 581.614 -17.808 0.000
8 3 0.833 47.510 0.000 532.874 580.384 20.522 0.000
1 3 0.167 47.510 0.000 532.874 580.384 -20.522 0.000
14 3 0.167 33.070 0.000 546.767 579.838 -14.829 0.000
7 3 0.167 33.070 0.000 546.767 579.838 -14.829 0.000
6 3 1.000 54.240 0.000 523.640 577.880 11.363 -0.000
3 3 0.000 54.240 0.000 523.640 577.680 -11.363 0.000
7 2 0.083 27.238 0.000 533.411 560.649 -10.359 0.000
14 2 0.083 27.238 0.000 533.411 560.649 -10.359 0.000
6 3 0.917 53.448 0.000 488.381 541.829 12.725 0.000
3 3 0.083 53.448 0.000 488.381 541.829 -12.725 0.000
Print Tune/fate.05/07/201818:38 STAAD.Pro V81(SELECTseries 5)20.07.10.68 Print Runt of 11
• P; ^' ' Job No Sheet No Rev
rum t•7
Software licensed to Microsoft Pmt
Job The _ Ref
c,jvo nr/ /P,"?c'd4•a of r BY DickA Dste05-Jnu 6 Chd
ClientIF / File Reisner.std o'1 n" 05-Jul-2018 18:35
Node LIC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z
(kip) (kip) (kip) (kip-in) (kip-in) (kipin)
1 3 0.288 1.188 0.000 0.000 0.000 -2.306
9 3 -0.288 1.186 0.000 0.000 0.000 2.308
1 2 0.250 1.022 0.000 0.000 0.000 -1.455
9 2 -0.250 1.022 0.000 0.000 0.000 1.455
10 3 0.000 0.790 0.000 0.000 0.000 0.000
10 2 0.000 0.725 0.000 0.000 0.000 0.000
1 1 0.038 0.164 0.000 0.000 0.000 -0.853
9 1 -0.038 0.164 0.000 0.000 0.000 0.853
10 1 0.000 0.065 0.000 0.000 0.000 0.000
Print Time/Date.05/07201818:39 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Rum 1 of 1
•
Fre—. ,,, Job No Sheet No Rev e Sr
4r7;"
Part
Software licensed to naweon
W
Ref
Job rme '- / /
/�f 1i .r4,.. /. IJ/ny%740)4 BY DickA °ef'05Ju1-18 CM
C11ent File Relsner,wind sheacstd 0astt" 06-Jul-2018 10:36
•
n, _",.^a
. -
0,/T 4,
H
r
.9/ _-i
s
1
-�
Load 2
Prom Time/Date.061071201610:36 STAAD.Pro VBI(SELECTseries 5)20.07.10.66 Print Run 1 of 1
.,al,_ *-4Joe No Street No IRev
0 5r
01
Part
wo....,a7L1.2 Software licensed to Miaosoft
Job Title Ref
IVO Jr I L/•as p9e r 4 0.7 1. Dick A Oete05Ju1-18 Chd
Client File Reisner,wind sheacstd Dakar"' 06-Jul-201810:45
Node LIC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan
(in) (in) (in) (in) (rad) (rad) (rad)
3 2 -0.764 0.205 0.000 0.791 0.000 0.000 -0.001
7 3 -0.765 -0.157 0.000 0.781 0.000 0.000 -0.001
3 3 -0.764 0.136 0.000 0.776 0.000 0.000 -0.001
7 2 -0.766 -0.089 0.000 0.771 0.000 0.000 -0.002
8 2 -0.704 0.001 0.000 0.704 0.000 0.000 0.004
4 2 -0.694 0.103 0.000 0.702 0.000 0.000 -0.002
6 3 -0.695 -0.053 0.000 0.697 0.000 0.000 -0.002
4 3 -0.694 0.033 0.000 0.695 0.000 0.000 -0.002
6 2 -0.694 0.016 0.000 0.694 0.000 0.000 -0.002
2 3 -0.668 -0.001 0.000 0.668 0.000 0.000 0.005
5 2 -0.665 0.059 0.000 0.667 0.000 0.000 -0.002
5 3 -0.665 -0.010 0.000 0.665 0.000 0.000 -0.002
8 3 -0.658 -0.000 0.000 0.658 0.000 0.000 0.005
2 2 -0.622 -0.001 0.000 0.622 0.000 0.000 0.005
6 1 -0.000 -0.070 0.000 0.070 0.000 0.000 -0.000
4 1 0.000 -0.070 0.000 0.070 0.000 0.000 0.000
5 1 0.000 -0.069 0.000 0.069 0.000 0.000 0.000
7 1 0.000 -0.068 0.000 0.068 0.000 0.000 0.000
3 1 -0.000 -0.068 0.000 0.066 0.000 0.000 -0.000
8 1 0.046 -0.001 0.000 0.046 0.000 0.000 0.001
2 1 -0.046 -0.001 0.000 0.046 0.000 0.000 -0.001
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
1 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
9 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
9 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
9 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
10 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000
10 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
10 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Print Time/Date:06/0720191¢4 STAAD.PrO V81(SELECTseries 5)20.07.10.66 Print Run 1 of 1
,Y Job No Sheet No Rev
Y /0
j
0, 1,-.'.,�pe Pen
'
tt:: Software licensed to Microsoft
Ref
Ai{
Jab Tide ,,..��JJ'
'PI r .' f sr ,4l- '/ °8
. -BY DickA 5-Jul-18 Chd
Client a File Reisner,wind shear.std I°sten" 06-Jul-2018 10:45
Beam UC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z
(Psi) (Psi) (psi) (psi) (Psi) (Psi)
8 3 1.000 1.518 0.000 -982.704 984.222 -21.420 -0.000
1 3 0.000 14.364 0.000 904.246 918.610 -15.528 0.000
8 3 0.917 1.317 0.000 -814.678 815.995 -20.332 0.000
1 2 0.000 6.423 0.000 789.228 795.652 -12.812 0.000
• 1 3 0.083 14.163 0.000 779.266 793.429 -15.528 ' 0.000
1 2 0.083 6.423 0.000 686.108 692.531 -12.812 0.000
1 3 0.167 13.963 0.000 654.286 668.249 -15.528 0.000
8 3 0.833 1.116 0.000 -655.407 656.522 -19.245 0.000
1 3 1.000 11.953 0.000 -595.513 607.466 -15.528 -0.000
1 2 0.167 6.423 0.000 582.987 589.411 -12.812 0.000
1 3 0.250 13.762 0.000 529.306 543.068 -15.528 0.000
8 . 3 0.750 0.915 0.000 -504.889 505.804 -18.157 0.000
1 2 0.250 6.423 0.000 479.867 486.290 -12.812 0.000
1 3 0.917 12.154 0.000 -470.533 482.687 -15.528 0.000
1 2 1.000 6.423 0.000 -448.218 454.642 -12.812 -0.000
14 3 1.000 20.426 0.000 -399.208 419.635 -3.304 -0.000
1 3 0.333 13.561 0.000 404.326 417.887 -15.528 0.000
14 3 0.917 20.306 0.000 -383.426 403.733 -3.098 0.000
14 3 0.833 20.187 0.000 -368.662 388.849 -2.891 0.000
1 2 0.333 6.423 0.000 376.746 383.170 -12.812 0.000
14 2 0.000 14.608 0.000 -368.045 382.653 1.142 0.000
14 2 0.083 14.608 0.000 -362.414 377.021 1.142 0.000
14 3 0.750 20.067 0.000 -354.917 374.984 -2.685 0.000
14 2 0.167 14.608 0.000 -356.782 371.390 1.142 0.000
14 2 0.250 14.608 0.000 -351.151 365.758 1.142 0.000
8 3 0.667 0.714 0.000 -363.126 363.840 -17.069 0.000
14 3 0.667 19.947 0.000 -342.190 362.136 -2.478 0.000
14 2 0.333 14.608 0.000 -345.519 360.127 1.142 0.000
1 3 0.833 12.355 0.000 -345.553 357.908 -15.528 0.000
14 2 0.417 14.608 0.000 -339.888 354.495 1.142 0.000
1 2 0.917 6.423 0.000 -345.098 351.521 -12.812 0.000
14 3 0.583 19.827 0.000 -330.480 350.307 -2.272 0.000
14 2 0.500 14.608 0.000 -334.256 348.864 1.142 0.000
14 2 0.583 14.608 0.000 -328.625 343.233 1.142 0.000
14 3 0.500 19.707 0.000 -319.789 339.496 -2.065 0.000
14 2 0.667 14.608 0.000 -322.994 337.601 1.142 0.000
14 2 0.750 14.608 0.000 -317.362 331.970 1.142 0.000
14 3 0.417 19.587 0.000 -310.116 329.703 -1.859 0.000
14 2 0.833 14.608 0.000 -311.731 326.338 1.142 0.000
14 3 0.333 19.467 0.000 -301.462 320.929 -1.652 0.000
14 2 0.917 14.608 0.000 -306.099 320.707 1.142 0.000
14 2 1.000 14.608 0.000 -300.468 315.075 1.142 -0.000
14 3 0.250 19.347 0.000 -293.825 313.172 -1.446 0.000
14 3 0.167 19.227 0.000 -287.206 306.434 -1.239 0.000
14 3 0.083 19.107 0.000 -281.606 300.714 -1.033 0.000
7 3 0.167 0.437 0.000 295.859 296.296 4.854 0.000
Pin Run 1 of 11
Printrr0
meate:06/07/2018 10:47 STAAD.Pro V81(SELECTseries 5)20.07.10.68
a Job No Sheet No Rev
rr-.k' Ifii
Part
Software licensed to Microsoft
Ref
Job Title
%-r2;1/7
' _ ry, �ev cAe5 e r By DickA Dare05Ju1-18 chd
client !J 1l/jJ File Reisner,wind shear.std It nit" 06Ju4201810:45
Node UC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z
(kip) (kip) (kip) (kip in) (kipin) (kipin)
10 3 0.000 0.790 0.000 0.000 0.000 0.000
10 2 0.000 0.725 0.000 0.000 0.000 0.000
1 3 0.218 0.632 0.000 0.000 0.000 -2.928
1 2 0.180 0.469 0.000 0.000 0.000 -2.075
9 3 0.300 0.420 0.000 0.000 0.000 -25.612
9 2 0.339 0.257 0.000 0.000 0.000 -26.465
9 1 -0.036 0.164 0.000 0.000 0.000 0.853
1 1 0.038 0.164 0.000 0.000 0.000 -0.853
10 1 0.000 0.065 0.000 0.000 0.000 0.000
Priori-one/Date:C6/07/2018 1Ct.47 STAAD.Pro V81(SELECTseries 5)20.07.10.66 Print Run 1 a'
%2
Reisner, main beam girt, four 2x10s
_ l 1 ._ ._ [ . II _ III I l 1 ._ I 111
Beam Length: 522.0 In Location: 0.0 in
--0.02959305
In
-0.2511367
Deflection 0.0
-0.2611417
deg
--0.2644954
Slope 0.09296386
-68627.48
Iln
lb-In
-92459.25
Moment 0.0
-4080.629
lb
--3927.781
Shear 1729.199
- 1024.497
x`411111 W,y• n" L 441111100 e 41110P Ib/in'
' - 1024.497
Bending Stress Tensile:0.0 Compressive:0.0
-71.58999
ib/in'
Is
allk 1 1.41 A., il1 —. 1-moi— - 0.0
Average Shear Stress 30.33682
/3
** Reisner, main beam girt, four 2x10s **
BEAM LENGTH= 522.0 in
MATERIAL PROPERTIES
Modulus of elasticity = 1200000.0 lb/in'
CROSS-SECTION PROPERTIES
Moment of inertia = 428.68 inA4
Top height = 4.75 in
Bottom height = 4.75 in
Area = 57.0 in2
UNIFORMLY DISTRIBUTED FORCES
49.375 lb/in at 0.0 over 522.0 in
0.99 lb/in at 158.0 over 154.0 in
1.32 lb/in at 210.0 over 158.0 in
SUPPORT REACTIONS ***
Simple at 0.0 in
Reaction Force --1729.199 lb
Simple at 90.0 in
Reaction Force =-5226.859 lb
Simple at 166.0 in
Reaction Force =-238.5136 lb
Simple at 211.0 in
Reaction Force =-7357.973 lb
Simple at 367.0 in
Reaction Force =-6732.567 lb
Simple at 446.0 in
Reaction Force =-3182.447 lb
Simple at 522.0 in
Reaction Force =-1667.211 lb
MAXIMUM DEFLECTION ***
0.2511367 in at 289.7623 in
No Limit specified
MAXIMUM BENDING MOMENT ***
-92459.25 lb-in at 211.0 in
MAXIMUM SHEAR FORCE **"
4080.629 lb at 211.0 in
MAXIMUM STRESS ***
Tensile = 1024.497 lb/in2 No Limit specified
Compressive = 1024.497 lb/in2 No Limit specified
Shear (Avg) = 71.58999 lb/in' No Limit specified
/y
Reisner, deck outer support beam, double 2x10
1 I I_ I 111 11. 1 111 _ 11 1 1
Beam Length: 288.0 in Location: 0.0 in
--6.08151e-3
in
-0.1004794
Deflection 0.0
-0.2177781
deg
--0.2177781
Slope 0.2177781
32587.78
•
b.
1 1 .nnmm., '9 gip
all Ib-in
--40734.72
Moment 0.0
- 2545.92
Ng
lb
--2545.92
Shear 1697.28
- 902.7242
44111I I"Iv
uiuio „loll ����� jp0 mnn=
I� �1' _ - 902.7242
Bending Stress Tensile:0.0 Compressive:0.0
- 89.33053
NNZ Ib/in'
h...JI -0.0
Average Shear Stress 59.55368
/5°
** Reisner, deck outer support beam, double 2x10 **
BEAM LENGTH = 288.0 in
MATERIAL PROPERTIES
Modulus of elasticity = 1200000.0 lb/in'
CROSS-SECTION PROPERTIES
Moment of inertia = 214.34 in^4
Top height = 4.75 in
Bottom height = 4.75 in
Area = 28.5 in'
UNIFORMLY DISTRIBUTED FORCES
43.68 lb/in at 0.0 over 288.0 in
0.52 lb/in at 0.0 over 288.0 in
SUPPORT REACTIONS ***
Simple at 0.0 in
Reaction Force --1697.28 lb
Simple at 96.0 in
Reaction Force --4667.52 lb
Simple at 192.0 in
Reaction Force =-4667.52 lb
Simple at 288.0 in
Reaction Force 1697.28 lb
MAXIMUM DEFLECTION ***
0.1004794 in at 42.81952 in
at 245.1805 in
No Limit specified
MAXIMUM BENDING MOMENT ***
-40734.72 lb-in at 96.0 in
-40734.72 lb-in at 192.0 in
MAXIMUM SHEAR FORCE ***
-2545.92 lb at 96.0 in
2545.92 lb at 192.0 in
MAXIMUM STRESS ***
Tensile = 902.7242 lb/in' No Limit specified
Compressive = 902.7242 lb/in' No Limit specified
Shear (Avg) = 89.33053 lb/in' No Limit specified
/G
Reisner,footings for columns supporting main beam girt
P
tI L :n,, 4 Input Constants Description Input Constants
/ r P,column load,pounds
#U 9 Sc,soil load capacity,psf P := 7608.1bf
/ t . 111 fc,compression stress limit
for concrete,psi • lbf
2 in.(tip.) ,f J- a fs,tensile stress for steel Sc := 1500.-2
—a 3 in. reinforcing bars ft
J, )1 0.003 (for 60 ksi rebar,Is–36000 psi) fc := 3000-psi
'I (for 40 ksi rebar,fs=24,000 psi)
e� Fe Ec,modulus of elasticity for fs := 60000-psi
Mi F• concrete(3,122,019 psi for
3000 psi concrete)
1.004 Ec := 3122019-psi
0.007
Fc=0.003 in./in.,concrete compression
strain limit
Size of footing surface area required Fs=0.004 in./in., steel reinforcing bar
tensile strain limit
P
Sa Sc Sa=5.072 4t2 For balanced condition,Fc=Fs
Depth of footing required Min.length of side required
Ls := Sa°5
Ls Ls =27.025°in
b ' 2 b =13.513 Din
Min.base for"Big Foot" or sonos
Depth of lower rebar d := b- 0.25•ft B := [(Ls)2r52
't B =30.495 Din
d =0.876 oft Moment Balance
Pressure on soil due to weight of concreteR :_ 0.9 flexural resistance factor
lbf
We := 13-150----1bf We =168.908 As(fs)((i)d=P(Ls)/4
ft3 ft2 Min.cross sectional area of steel
required at bottom unless As<0.17
Remaining soil capacity after applying footing Ls
weight As := P•
3 lbf 4-fs 4(3•d
:= Sc– We Sc =1.331.10 0--
Sc, 1 ft2 As =0.091 Pint
1
Check if upper compression steel is required
For balanced condition,Fc=Fs
By similar triangles, c/d+0.003/0.007=0.42857 for the balanced condition
of Fc=Fs. If c/d>0.42857,then upper compression controls and upper
compression steel requirements must be evaluated.
B := Ls
2•b
fs
a := As•
(13•B•fc•in)
a=2.012°in
a
c :=-
R
c =2236=in
— =0.213 If c/d>0.42857,then upper compression steel is
d required unless Acs<0.17
If compression steel is necessary
e := b— 2.00004.in from the illustration and depth of footing calculation
Ls
Acs := P•
4•fs•f1•e
Acs =0.083=int
Footings are to be 28 in.min.x 28 in.min.a 14 in.min.
deep with no rebar
2
is
Reisner,deck outer corner support piers
P
J, I L :n� b Input Constants Description Input Constants
j r P,column load,pounds
Inn Sc,soil load capacity,psf P := 1698•lbf
,1' .----4--. fc,compression stress limit
for concrete,psi • lbf
2 in.thg) if if a fs,tensile stress for steel Sc := 1500•ft2
a 351. reinforcing bars
a t , 0.003 (for 60 ksi rebar,fs=36000 psi) fc := 3000 psi
(for 40 ksi rebar,fs=24,000 psi)
F< Ec,modulus of elasticity for fs := 60000 psi
Meg F• concrete(3,122,019 psi for
Man3000 psi concrete)
,.004 Ec := 3122019•psi
0.007
Fc=0.003 in./in.,concrete compression
strain limit
Size of footing surface area required Fs=0.004 in./in.,steel reinforcing bar
tensile strain limit
P
Sa :=Sc Sa=1.132 oft2 For balanced condition, Fc=Fs
Depth of footing required Min. length of side required
Ls = Sa0.5
Ls Ls =12.767•in
b '=2 b =6.384•in
Min. base for"Big Foot" or sonos
Depth of lower rebar 2 0.5
d := b- 0.25•ft Bc= i(LT) i 2
J B =14.407•in
d =0.282 oft Moment Balance
Pressure on soil due to weight of concrete R := 0.9 flexural resistance factor
lbf lbf As(fs)((3)d=P(Ls)/4
Wc := b•150•— We =79.797
ft' ft2 Min.cross sectional area of steel
required at bottom unless As<0.17
Remaining soil capacity after applying footing Ls
weight As := P.
lbf
Sc := Sc— Wc Sc =1.42.103 4 fs•p•d
1 t ft2 As =0.03 oin2
1
/7
Check if upper compression steel is required
For balanced condition,Fc=Fs
By similar triangles,c/d+0.003/0.007=0.42857 for the balanced condition
of Fe=Fs.If c/d>0.42857,then upper compression controls and upper
compression steel requirements must be evaluated.
BLs
2•b
fs
a:= As•
(R•B•fc•in)
a=0.659'in
a
c :=—
R
e =0.732'in
— =0.216 If c/d>0.42857,then upper compression steel is
d required unless Acs<0.17
If compression steel is necessary
e := b— 2.00004 in from the illustration and depth of footing calculation
Ls
Acs := P•
4•fs•R•e
Acs =0.023^int
Corner pile footings are to be 16 in.dia.sonos,or Big Foot
BF 20s with 8 in.dia.tubes.
2
26
Reisner,deck two equally spaced intermediate support piers
P
L 2•n,, F Input Constants Description Input Constants
/ P,column load,pounds
* Sc,soil load capacity,psf P := 4668•1bf
it—S--18
fc,compression stress limit
I� for concrete,psi lbf
2 at.ihp.) ,1 Y e fs,tensile stress for steel Sc := 1500,--
a 3 reinforcing bars ft
a 0.003 (for 60 ksi rebar,fs=36000 psi) fc := 3000 psi
(for 40 ksi rebar,fs=24,000 psi)
Fe Ec,modulus of elasticity for fs := 60000 psi
111•11111.
concrete(3,122,019 psi for
IMIN Mk F. 3000 psi concrete)
.004 Ec := 31220191)si
0.007
Fc=0.003 in./in., concrete compression
strain limit
Size of footing surface area required Fs=0.004 in./in., steel reinforcing bar
tensile strain limit
Sa:=Sc Sa=3.112•ftFor balanced condition,Fc=Fs
Depth of footing required Min. length of side required
Ls := Ss"
Ls Ls =21.169.in
b '-2 b =10.585.in
Min.base for"Big Foot" or sonos
Depth of lower rebarr(Ls)2�0.5
n B =23.887•in
d =0.632 oft Moment Balance
Pressure on soil due to weight of concrete a := 0.9 flexural resistance factor
lbf lbf ' As(fs)(13)d=P(Ls)/4
We b•150•— We =132.306•--
ft3 ft2 Mb.cross sectional area of steel
required at bottom unless As <0.17
Remaining soil capacity after applying footing Ls
weight As := P-
3 lbf 4-fs•13•d
Sc := Sc- We Sc =1.368.10 •-•—
t 1 ft2 As =0.06 eine
1
2/
Check if upper compression steel is required
For balanced condition,Fc=Fs
By similar triangles, c/d+0.003/0.007=0.42857 for the balanced condition
of Fc=Fs. If c/d>0.42857,then upper compression controls and upper
compression steel requirements must be evaluated.
B := Ls
2•b
a := As
fs
(p•B•fc•in)
a = 1.34=in
a
c :=-
p
C = 1.489*in
— =0.196 If c/d>0.42857,then upper compression steel is
d required unless Acs<0.17
If compression steel is necessary
e := b - z.00004•in from the illustration and depth of footing calculation
Acs := P•
Ls
4•fs•p•e
Acs =0.053 4in2
Intermediate pile footings are to be Big Foot BF 24s with 8
in. dia. tubes.
2
sies42015 IECC Energy
Efficiency Certificate
Above-Grade Wall 21.00
Below-Grade Wall 21.00
Floor 30.00
Ceiling/Roof 38.00
Ductwork(unconditioned spaces):
G as &Doot R t ng'' -Factor .4415
Window 0.30
Door 0.32
Skylight 0.36
Nea ng' oo(nglu Amen is en
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
•
REScheck Software Version 4.6.5
Compliance Certificate
Project New Custom Home
Energy Code: 2015 IECC
Location: South Yarmouth, Massachusetts
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,998 ft2
Glazing Area 17%
Climate Zone: 5 (6137 HDD)
Permit Date:
Permit Number.
Construction Site: Owner/Agent: Designer/Contractor:
59 Driftwood Lane Drawn by:Frank D.Clambriello Peter Eastman
South Yarmouth,MA 02664 302 Setucket Road Eastman Custom Builder
Dennis,MA 02638 P.O.Box 856
508-385-2266 Yarmouth Port,MA 02675
Compiia"nyetPi§>}e3Y'a9lnb'UA`triidoTff - ,
Compliance: 6.9%Better Than Code Maximum UA: 362 Your UA: 337
The%Better or Wane Than Code Index reflects haw close to compliance the house Is based on code tradeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
a 1a IVl ,N,4,5.dross Area a CaV�I COO
' pe R or ' Value RValue , :
+ e + , r.. � �' f Perimt
eer
.. � .. ... . , t. . - .e.�.
Ceiling 1:Flat Ceiling or Scissor Truss 908 38.0 0.0 0.030 27
Skylight 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 18 0.360 6
Ceiling 2:Cathedral Ceiling 378 38.0 0.0 0.027 10
Basement Wall 1:Wood Frame 520 21.0 0.0 0.042 18
Wall height:8.0'
Depth below grade:8.0'
Insulation depth:8.0'
Door 1:Glass 20 0.320 6
Door 2:Glass 20 0.280 6
Door 3:Solid 20 0.320 6
Door 4:Solid 20 0.180 4
Wall 1:Wood Frame,16"o.c. 1,688 21.0 0.0 0.057 82
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 248 0.300 74
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 504 30.0 0.0- 0.033 17
Floor 2:Slab-On-Grade:Unheated 118 10.0 0.684 81
Insulation depth: 6.0'
Project Title: New Custom Home Report date: 09/28/18
Data filename:Untitled.rck Page 1 of10
Compliance Statement The proposed building design described here Is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In
REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REscheck Inspection Checklist.
Keith Presswood VP K¢d%G 4ga.u,eecI 09/28/2018
Name-Title Signature - Date
Project Notes:
REScheck by Cape Cod Insulation,Inc.
18 Reardon Circle
South Yarmouth, Ma. 02664
800-696-6611
# 737556
Project Title: New Custom Home Report date: 09/28/18
Data filename: Untitled.rck Page 2 of 10
•
•
EllREScheck Software Version 4.6.5
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 41.0%were addressed directly in the REScheck software
Text In the"Comments/Assumptions"column Is provided by the user In the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that Is documented, or that an exception
is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified Field Verified
# Pre-Inspection/Plan Review value Value Complies? Comments/Assumptions
103.1, Construction drawings and OComplies Requirement will be met.
103.2 documentation demonstrate ODoes Not
[PR1]T energy code compliance for the
• building envelope.Thermal ❑Not Observable
:envelope represented on ONot Applicable
•construction documents.
103.1, Construction drawings and ❑Complies
103.2, 'documentation demonstrate I Oboes Not
403.7 !energy code compliance for
IPR3]1 lighting and mechanical systems. - ❑Not Observable
• Systems serving multiple - ❑Not Applicable
dwelling units must demonstrate
''compliance with the IECC
Commercial Provisions. - -
302.1, Heating and cooling equipment Is Heating: Heating: ❑Complies
403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr Oboes Not
(PR212 5 on loads calculated per ACCA Cooling: Cooling: !❑Not Observable
• Manual J or other methods Btu/hr Btu/hr
approved by the code official. ❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Custom Home Report date: 09/28/18
Data filename:Untitled.rck Page 3 of10
Section Plans Verlfled Field Verifled
# Foundation Inspection value Value Complies? Comments/Assumptions
402.1.2 Slab edge insulation R-value. R- R- ❑Complies See, the Envelope Assemblies
[FO1]' 0 Unheated 0 Unheated ODoes Not table for values.
4 0 Heated 0 Heated ONot Observable
ONot Applicable
402.1.2 Slab edge insulation —ft —ft ❑Complies See the Envelope Assemblies
[103)1 depth/length. ❑Does Not table for values.
4 !❑Not Observable
ONot Applicable
402.1.1 Conditioned basement wall R- R- ❑Complies 'See the Envelope Assemblies
[104]' ''insulation R-value.Where interior R- R- ❑Does Not table for values.
O Insulation is used,verification ONot Observable
may need to occur during
Insulation Inspection.Not ONot Applicable
required In warm-humid locations
in Climate Zone 3.
303.2 Conditioned basement wall -❑Complies Requirement will be met.
(1051' insulation installed per ❑Does Not
O manufacturer's Instructions. t - ONot Observable
ONot Applicable
402.2.9 Conditioned basement wall _ft _ft ❑Complies See the Envelope Assemblies
(1061' insulation depth of burial or ❑Does Not table for values.
,a •distance from top of wall. ONot Observable
ONot Applicable
303.2.1 :A protective covering is installed I: ❑Complies Requirement will be met.
(F011]' i to protect exposed exterior ❑Does Not
9) insulation and extends a
,minimum of 6 in.below grade. ONot Observable
ONot Applicable
403.9 '.Snow-and ice-melting system ❑Complies
[1012]' 'controls installed. c - ❑Does Not
J I ' ❑Not Observable
I ONot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) I 3 Low Impact(Tier 3)
Project Title: New Custom Home Report date: 09/28/18
Data filename:Untitled.rck Page 4 of10
Section Plans Verified Field Verlfled
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
&Req.ID
402.1.1, Door U-factor. U- U- ❑Complies :See the Envelope Assemblies
402.3.4 Oboes Not 'table for values,
[FR1)' - ONot Observable
▪ i ONot Applicable
402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies .See the Envelope Assemblies
402.3.1, 'average). Oboes Not table for values.
402.3.3,
4025 ONot Observable
[PR2)1 I❑Not Applicable
a
•
303.1.3 U-factors of fenestration products; -❑Complies Requirement will be met.
[FR4)' 'are determined in accordance i Oboes Not
,a with the NFRC test procedure or J ONot Observable
taken from the default table. ONot Applicable
402.1.1, Skylight U-factor. U- U- ❑Complies See the Envelope Assemblies
—
402.3.3. ODoes Not table for values.
402.3.6,
402.5 ONot Observable
(FR511 ONot Applicable
,a
402.4.1.1 !Air barrier and thermal barrier ❑Complies Requirement will be met.
[FR23)' installed per manufacturer's i Oboes Not
,a Instructions.
ONot Observable
ONot Applicable
402.4.3 Fenestration that is not site built ❑Complies Requirement will be met,
[FR20)' is listed and labeled as meeting Oboes Not
a AAMA/WDMA/CSA 101fl5.2/A440, ONot Observable
or has infiltration rates per NFRC
400 that do not exceed code ONot Applicable
limits.
402.4.5 IC-rated recessed lighting fixtures,' ❑Complies Requirement will be met.
(FR1612 "'sealed at housing/interior finish Oboes Not
and labeled to indicate s2.0 cfm i. QNot Observable
'leakage at 75 Pa. ONot Applicable
403.3.1 Supply and return ducts in attics 7 ❑Complies
[FR12)' insulated>=R-8 where duct is Oboes Not
a >3=3 inches In diameter and>= ONot Observable
R-6 where<3 Inches.Supply and ONot Applicable
return ducts in other portions of , pp
the building insulated>=R-6 for
diameter>=3 Inches and R-4.2
for<3 Inches in diameter.
403.3.5 Building cavities are not used as ❑Complies
(FR15)' 'ducts or plenums. Oboes Not
O i ONot Observable
• ONot Applicable
403.4 HVAC piping conveying fluids R-_ R-_ ❑Complies
(FR17)2 above 105 of or chilled fluids Oboes Not •
a :below 55°F are Insulated to aR- ONot Observable
ONot Applicable
403.4.1 Protection of insulation on HVAC _ OComplies
[FR24)1 !piping- Oboes Not
O ONot Observable f
ONot Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Custom Home Report date: 09/28/18
Data filename: Untitled.rck Page 5 of10
Section Plans Verified Field Verified
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
&Req.ID
403.5.3 r Hot water pipes are insulated to R-_ R- OComplies
[FR18]= z:R-3. ❑Does Not
:U - ONot Observable
ONot Applicable
403.6 Automatic or gravity dampers are l ❑Complies Requirement will be met.
(FR1912 Installed on all outdoor air - ❑Does Not
Intakes and exhausts.
ONot Observable
ONot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Custom Home Report date: 09/28/18
Data filename: Untitled.rck Page 6 of10
•
Section Plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptions
303.1 :All installed insulation is labeled : ❑Complies Requirement will be met.
11N1312 .or the installed R-values ❑Does Not
provided. ❑Not Observable
t ❑Not Applicable
402.1.1, Floor Insulation R-value. F R- R- ❑Complies See the Envelope Assemblies
402.2.6 ❑ Wood 0 Wo0d ❑Does Not table for values.
(IN11t 0 Steel ❑ Steel ❑Not Observable
9 ❑Not Applicable
303.2, Floor Insulation installed per ❑Complies Requirement will be met.
402.2.7 :manufacturer's instructions and S - ODoes Not
(IN2]' in substantial contact with the i
'underside of the subfloor,or floor ❑Not Observable
framing cavity Insulation Is In i ❑Not Applicable
contact with the top side of -
sheathing,or continuous #
Insulation is Installed on the
underside of floor framing and
extends from the bottom to the
,top of all perimeter floor framing
members.
402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies
402.2.5, mass wall with at least 1,5 of the 0 Wood 0 Wood Oboes Not table for values.
402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable
[IN3]1 exterior,the exterior insulation
requirement applies(FR10). 0 Steel 0 Steel ❑Not Applicable
303.2 Wall Insulation Is installed per ❑Complies Requirement will be met.
[INV manufacturers Instructions. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Custom Home Report date: 09/28/18
Data filename:Untitled.rck Page 7 of10
•
Section Plans Verified Field Verified n
Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies
402.2.1. 0 Wood 0 Wood ODoes Not fable for values.
402.2.2, 0 Steel 0 Steel ONot Observable
[Fill' 6
[FII]' ONot Applicable
303.1.1.1. Ceiling insulation installed per ❑Complies Requirement will be met.
303.2 'manufacturer's instructions. ODoes Not
[F1211 Blown insulation marked every -
300 ft'. ONot Observable
ONot Applicable
402.2.3 ,Vented attics with air permeable ❑Complies Requirement will be met.
(F122]' Insulation Include baffle adjacent - -ODoes Not
to soffit and eave vents that
,extends over insulation. ONot Observable
ONot Applicable
402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met.
[F131' insulation z,R-value of the ODoes Not
adjacent assembly.
ONot Observable
ONot Applicable
402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50=_ ❑Complies Requirement will be met.
(F117)1 ach in Climate Zones 1-2.and ODoes Not
<=3 ach In Climate Zones 3-8. ONot Observable
ONot Applicable
403.3.4 Duct tightness test result of<=4 dm/100 cfm/100 ❑Complies
[FI41' cfm/100 ft2 across the system or ft2 ODoes Not
<=3 dm/100 ft2 without air ❑Not Observable
handler @ 25 Pa.For rough-in
tests,verification may need to ONot Applicable
occur during Framing Inspection.
403.3.3 Ducts are pressure tested to dm/100 dm/100 ❑Complies
[F127]1 'determine air leakage with ft2 Tt — ODoes Not
either:Rough-in test:Total
pNot Observable
leakage measured with a
pressure differential of 0.1 Inch ONot Applicable
w.g.across the system Including
the manufacturer's air handler
enclosure If installed at time of
test Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 Inch
w.g.across the entire system
including the manufacturer's air
handler enclosure.
403.3.2.1 Air handler leakage designated ❑Complies
(F12411 by manufacturer at<=2%of ❑Does Not
designairflow. '
ONot Observable
ONot Applicable
403.1.1 ;.Programmable thermostats ❑Complies
[F19)' installed for control of primary - ODoes Not
heating and cooling systems and j ONot Observable
initially set by manufacturer to -
'codespecifications. _ ONot Applicable
403.1.2 '!Heat pump thermostat Installed ❑Complies
[FI10]2 on heat pumps. ODoes Not
ONot Observable
ONot Applicable
403.5.1 Circulating service hot water ❑Complies
(Fill]' j systems have automatic or Oboes Not
accessible manual controls. '❑Not Observable
ONot Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Custom Home Report date: 09/28/18
Data filename:Untitled.rck Page 8 of10
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
403.6.1 All mechanical ventilation system; OComplies
[FI2512 fans not part of tested and listed 1 ODoes Not
`HVAC equipment meet efficacy
and air flow limits. ;. ONot Observable
ONot Applicable
403.2 Hot water boilers supplying heat 'r:. OComplies
[F126]2 through one-or two-pipe heating ODoes Not
;systems have outdoor setback
s control to lower boiler water ONot Observable
,temperature based on outdoor ONot Applicable
temperature.
^
403.5.1.1 Heated water circulation systems OComplies
[F128]2 have a circulation pump.The ODoes Not
system return pipe is a dedicated j. - ONot Observable
return pipe or a cold water supply;
pipe.Gravity and thermos- - ONot Applicable
,;syphon circulation systems are ,
not present.Controls for
circulating hot water system A
pumps start the pump with signal -
for hot water demand within the
,occupancy.Controls ,
automatically turn off the pump
+when water is in circulation loop ,
is at set-point temperature and
no demand for hot water exists.
403.5.1.2 Electric heat trace systems OComplies
[F129I2 ':`comply with IEEE 515.1 or UL i - ODoes Not
515.Controls automatically ONot Observable
adjust the energy input to the
heat tracing to maintain the 'ONot Applicable
desired water temperature in the
piping. ,
403.5.2 Water distribution systems that OComplies
[F130]2 'have recirculation pumps that ODoes Not
pump water from a heated water ir
supply pipe back to the heated ❑Not Observable
`water source through a cold ONot Applicable
water supply pipe have a
demand recirculation water I
system.Pumps have controls I
.,that manage operation of the l -
;:,pump and limit the temperature ` ]
of the water entering the cold
i water piping to 1042F. i
403.5.4 +.Drain water heat recovery units OComplies
[F131]2 tested in accordance with CSA ODoes Not
855.1.Potable water-side
"pressure loss of drain water heat ; ONot Observable
recovery units<3 psi for I : - Observable._, Applicable
individual units connected to one ;.: ,
"or two showers.Potable water-
'side pressure loss of drain water F
heat recovery units< 2 psi for "
Individual units connected to I 1
three or more showers. -
404.1 175%of lamps in permanent i OComplies
[F16]1 fixtures or 75%of permanent I ODoes Not
j fixtures have high efficacy lamps.; ONot Observable
Does not apply to low-voltage `
lighting. ONot Applicable
404.1.1 :Fuel gas lighting systems have OComplies
[F123]' !no continuous pilot light. ( : ODoes Not
ONot Observable
ONot Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Custom Home Report date: 09/28/18
Data filename: Untitled.rck Page 9 of10
•
.
Section plans Verified Field Verlfled
Final Inspection Provisions Value . Value Compiles? Comments/Assumptions
& Req.ID
401.3 !Compliance certificate posted. ❑Complies Requirement will be met.
[FI7P $ ❑Does Not
ONot Observable
ONot Applicable
303.3 Manufacturer manuals for ❑Complies
[FI1813 mechanical and water heating -❑Does Not
systems have been provided.
ONot Observable
ONot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Custom Home Report date: 09/28/18
Data filename: Untitled.rck Page 10 of10