BLD-23-004359 r
y
ONE & TWO FAMILY ONLY- BUILDING PERMIT
Town of Yarmouth Building Department "'""
1146 Route 28, South Yarmouth,MA 02664-4492
508-398-2231 ext. 1261 Fax 508-398-0836 .1' ■
Massachusetts State Building Code,780 CMR
Building Permit Application To Construct, Repair, Renovate Or Demolish _
a One-or Two-Family Dwelling
This Section For Official Use Only
,/� -
Building Permit Number: ► b 23-e 3q Date Applie -
I1 r-N cRAF5 ,j. 31,0,. ,3 E � V E.
Building Official(Print Name) i ature "-'-"
ISate r,�. �r
SECTION 1: SITE INFORMATION
1.1 roperty A dress: 1.2 Assessors Map&Parcel Numbe•s :
An In&_ RD64_
Rllll C/Ita. "I"ARTV[-Pd
1 1.1a Is this an accepted street?yes X no Map Number Parcel Ni rr r _„
1. Zoningformation: 1.4 Property Dimensions:
� a a s 7, 9a
Zoning District Proposed Use Lot ea(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Providecd Required Provided Required Provided
30 a3 id d -
1.6 Water_ Supply: (M.G.L c.40,§54) 1.7 Flo Zone Information: 1.8 Sewage Disposal System:
Public I( Private 0 Zone: Outside Flood Zone?
(((�" Check if yes❑ Municipal 0 On site disposal system
SECTION 2: PROPERTY OWNERSHIP'
Name(Print) n City,State,ZIP
g to Moti &" 5dgea 9 W6 2 bricdrn k0 Caerl CA SF.ne-t •
No.and Street Telephone Email Address
TION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply)
E
New Construction Existing Building 0 Owner-Occupied 0 Repairs(s) ❑ Alteration(s) 0 Addition 0
Demolition ❑ Accessory Bldg Number of Units Other 0 Specify:
Br} Description of Proposed Work':
v=,( c. . 5 wr-w w/a- I i el f- 1 hA: a
SECTION 4: ESTIMATED CONSTRUCTION COSTS 1RECEIVED
Item Estimated Costs:
(Labor and Materials) Official Use Only MAR 24 2023
1. Building $ /dot Oc — 1. Building Permit Fee:$ w Indicate llow,fee is determined: j
2.Electrical $ — L'9 Standard,City/Town Application Fee g-
�/d0UI 111LI !t --C
0Total Project Costa Item x multi lier a
3.Plumbing $ /.t Ud U — 2. Other Fees: $
4. Mechanical (HVAC) $ /3 v�U _ List: . 34 7
5.Mechanical (Fire
Suppression) $ Total All Fees:$
6.Total Project Cost: $ Check No. Check Amount: Cash • is:.n
4.37 did 0 Paid in Full fp Outstanding Balance D le: )
� f
I^
1ki23
r' SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) /OJ
oAbr vso �Exa�-� License Number Expiration Date
Name of CSL�o 4.r
/` 5 "2-/eetzemAi List CSL Type(see below)
No.and Street Type Description
Green ( ,.( ry /••f 0 _ Unrestricted(Buildings up to 35,000 Cu. ft.)
�� `'�-'�! r ) ����v � Restricted 1&2 Family Dwelling
City/Town,State,ZIP Masonry
RC Roofing Covering
j// WS Window and Siding
��(�(� N SF Solid Fuel Burning Appliances
Telephone b0 i l J_ " I @�� II C� I Insulation
P Email ad ss D Demolition
5.2 Re i tered Home rovement Contractor(HIC)
_l n A- wsv /�S7?3 //-a0 a3
HIC C pan�k•�ame or HI�t grstr t Name
HIC Registration Number Expiration Date
�7tZhe. //!Zu o ✓ i 11 A) fnaii coy'►-.
No.and Street I Email Jess
City/Town,l i Z 03� �3ZI 63/�
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 0 No . 0
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, as Owner of the subject property,hereby authorize ,Jo�')/) e„, ,44,0,0,,s 0
to act on my behalf, in all matters relative to work authorized by this building permit application.
Ke,lifrl fi K..1.4k6., &/ /—/ —aj
Print Owner's Name(Electronic Signature) 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 true and accurate to the best of my knowledge and understanding.
d h4 L- A )f $o /—/ —23
Print Owner's or Authorized Agent'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
program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps
2. When substantial work is Tanned,provide the informatio low:
Total floor area(sq.ft.) -72 yr (- ..0. 4, ?j ,u e,finished basement/attics, decks or porch)
Gross living area(sq.ft.) Habitable room count a
Number of fireplaces Number of bedrooms
Number of bathrooms I Number of half/baths
Type of heating system [ Number of dec s/porches
Type of cooling system / Enclosed Open i
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
F ,� The Commonwealth of Massachusetts
r ��;_ I1 Department of Industrial Accidents
,,� 1 Congress Street, Suite 100
Boston, MA 02114-2017
-ow oov/dia
'
Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information
Please Print Le ibl
Name (Business/Organization/Individual): d
Address:
City/State/ZipG/ 32 Phone #: 3/2
Are you an employer?Check the appropriate box:
Type of roject(required):
l._ I am a employer with employees(full and/or part-time).*
2.0 I am a sole proprietor or partnership and have no employees working for me in 7' CO lng tlOn
any capacity.[No workers'comp. insurance required.] 8. [ Remodeling
3.0 I am a homeowner doing all work myself [No workers'comp. insurance required.]t 9 C Demolition
4.11]I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 El Building addition
ensure that all contractors either have workers'compensation insurance or are sole
proprietors with no employees. 11.❑ Electrical repairs or additions
5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 12.0 Plumbing repairs or additions
T
14. Other e sub-contractors have employees and have workers'comp, insurance.t 13.0 Roof repairs
6 e are a corporation and its officers have exercised their right of exemption per iMGL c.
52,§1(4),and we have no employees. [No workers'comp. insurance required.]
*Any applicant that checks box Ail must also fill out the section below showing their workers'compensation policy ihformation.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
$Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.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:
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 pol cy number and expiration date .
00.00
Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine upto$1 5 )
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.iiiiiiiwcer ' un the gins an•p, r lties of perjury that the information provided above is true and correct.
Sienat AWi`mil
Phone#: • — CO— /� .3(2, Date: �/ —423
Official use only. Do not write in this area, to be completed by city or town official.
City or Town:
Issuing Permit/License r
b Authority(circle one):
I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing
. Other
Inspector
Contact Person:
Phone#:
TOWN OF YARMOUTH
BUILDING DEPARTMENT
1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261
HOMEOWNER LICENSE EXEM TION
PLEASE PRINT: `
DAIS:
JOB LOCATION:
NAME STREET ADDRESS SECTION OF TOWN
"HOMFOWNER"
NAME HOME PHONE WORK PHONE
PRESENT MAILING ADDRESS
CITY OR TOWN STALE 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:
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 attached or detached structure assessory 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 foLLii acceptable to the building official,that he/she shall be responsible for all
such work perfouiied 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.
HOMEOWNER"S SIGNATURE
APPROVAL OF BUILDING OFFICIAL
INSURANCE COVERAGE:
I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL
Ch.142. Yes No
If you have checked ves, 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 peiiirit application waives this requirement.
Check one:
Signature of Owner or Owner's Agent Owner Agent
h:homeownrlicexemp
TOWN OF YARMOUTH
1146 Route 28, South Yarmouth, MA 02664
508-398-2231 ext. 1261 Fax 508-398-0836
Office of the Building Commissioner
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 /h
Work Address
Is to be disposed of at the following location: I ittrraZ1.tr' Deill '
Said disposal site shall be a licensed solid waste facility as defined by M.G.L.
Chapter 111, Section 150A.
F/5. 021
Signature of Applicant Date
Permit No.
2/13/23,2:10 PM Mail-Sears,Tim-Outlook
16 Andrina
Sears, Tim <tsears@yarmouth.ma.us>
Mon 2/1 /2023 2:10 PM
To:buildnh@gmail.com <buildnh@gmail.com>
John,
I have reviewed your application for new construction and there are some items needed.
1. Health Department sign off
"-A2. Roof truss specs
. Specs on Ivl beams and floor system j 1
4.1 C�C1,(r�c nZCo1��
Please submit these items for review
This email is considered a written denial of your permit application per Section 105.3.1 of the
Massachusetts State Building Code. Section 105.3.2 states in part that "an application fora permit for
any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless
such application has been pursued in good faith"
You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100,
within 45 days of this notice.
Timothy Sears CBO
Deputy Building Commissioner
Town of Yarmouth
508-398-2231 Ext. 1259
mailto:tsears@yarmouth.ma.us
https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQALsLPFIpP3FHgZg3NzX9... 1/1
•
pF YqR Tfll'ti OF l \RMOt Tt-I
A % WATER DEPARTMENT
tA t 99 Buck bland Road
•hamI y
� larnwuth„ tt3 026-1
t< It;,,or . = .k=ti. -1-"9'1 • Fad: ;anti: '1-"+798
BUILDING PERMIT APPLICATION FOR
WATER DEPARTMENT SIGN OFF
TRANSMITTAL FORM
BUILDING SITE LOCATION' 6'
�
PROPOSED WORK: dtt p2_4(_/( G�I�Q/l�71— / l-w-1
Ccle
APPLICANT: � }� n �f : {
ADDRESS:_7U: ia-42.Rd
i ELPIIONE:
RESIDENTIAL AND OR COMMERCIAL BUILDING
Water I}epant-nent: Determine,Compliance of Water \‘adabiht) and or existing location
1'11t!in:erinn t)epanmeni: Determines Compliance for Parking and Drainage
(*on et.%.tnon Commission: Determines Compliance to Wetlands \ct i e If lints)border any type of
wetland,.streams.ponds.rivers.ocean.bogs. hoes.marshland. ETC. .
I lealth Department: Determines Compliance to State and Town Re!i lations, i.e
requirements tin Septage Disposal and other Public health Acti%ites
Eire I)epartment• Determines Compliance to State and I1m n Requirements for Personal
Saf•ty. 'welly Protections,i.e,Smoke Detectors,Sprinkler Systems.etc
.- Pi CAN I ,NATURE', .. D.1't`
OFFICE USE:CO1111F:N'FS ON PFR1I11 APPROV..u.OR 1)ENI;\1.
likee?/0/ 9:"^-4;4472.2
REVIEWED BY WATER DIVISION(SIGNATURE)
DATE
LV
alagO L L
MAR U L [UZ3
o� a,�
. , o TOWI OF YARMOUTH HEALTH DEPT.
t.. HEALTH DEPARTMEI T
,t
PERMIT APPLICATIOI SIGI OFF TRAI SMITTAL SHEET
To be completed by Applicant:
Building Site Location: /6 ,4nc1 f j/2 6
Proposed Improvement: ill-ceze Q Cam- qaray new beti2roa✓n -
betA 0.100r t.Q . Ill".". s-cr Mt y 5 qC. V
Applicant:_ Akiiiso pc- K-147alcorn Tel.No.: 03 6,a,a&
Address: 'to .,00„.+. ,.ID!1/.5inn i4,44 077 TL Date Filed: 3-
**If you would like e-mail notification of sign off please provide e-mail address: 17(,1 14 A)4140 q v)1 (/s C Om
Owner Name: K &IC,(Z),r, �J
Owner Address:9/0Ge Owner Tel.No.:ca y12. 60..
RESIDE'TIAL Al D/OR COMMERC BUILDII G
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e.,Requirements
For Septage Disposal and other Public Health Activities.
PI se submit three (3) copies of plans, to include:
cz(
.) ite 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: G'ir.en Cl 44Z DATE: ''"7 ,..R3
PLEASE!OTE
COMMENTS/CONDITIONS:
IQ 6- (-L..) jI•C. L 5' , 5-V.p evo eic.4e cf
21_1(mowaD
&)(6 Ingz,
U MAR U 2 ZO23
HEALTH DEPT.
t
9•-5' 9-0'
/
-,":Y 6u✓.3 rs}-t t3,
(---\ w
41
H
» r �� g-imu•-rj:k_._
�f X --,f
4v-03/4'
O EXISTING FIRST FLOOR
1/4"=1,-0"
: 1-11 I' --' 9
7,,T�J JG _W� ✓T
r o o
L_� _-� ( )1 r$�I tri �i
�.--1i -_LLJ�2 11_! 11
1
J' II i 11,I,JIL :ir
iLii_llJ d / \'I ,_I71ZZZO.172/7_Z7. r ▪1 i �ffI,.�n %O / AyV / O -1LL .1I'�q yy pIj j i II111 PIN --- rtt LjrJ i
L ����_�: � art tr▪ -� I
= tr= r II II \ �L _J�
DEMO FIRST FLOOR
114"=1'-0"
o 'Truss.. _. ._. ._...... TFuswT
i YPe Z}ly Ipry �westYarmoutF,c3arage
J4753 A 'Common 20 ss 1 ,
-• __ -............_. -_... a 1. -i.._ (Job Reference(optional)
Harvest Homes Inc.,Delanson,New York 12053 8.530 s Apr 27 2022 MTek Industries,Inc. Tue Feb 14 10:37:48 2023 Page I
ID:pU9Y13MFy92W mjHipTKVyVy4Oz6-8yizQf W2Fv03wKeaQSQ 1 TjXOvjU Fgss04F?mtzzlG6r
11 6-7-12 13-0-0 19-4-4 26.0-0 26-11-0
1 L 6-7-12 i 6-4-4t. 6 44 �.. 6 7 12 0 11 0
Scale=1:44.3
4x6--.
3.00172 4
4x5 �� �_�-�� - a 4 5
9
ax5II _ s ! // ----. ----T-2..___
---. 4x5 II
...._..._..... ...._._._-...._.. _ __...T..............._....-.... _ : ._....__-____..._... ........... ._. ice
1 __.�. 11 10 9
3x8= 3x5`_ 3x4 3x5-: 3z8
i - -....8._9-3 }_. 17-2-13 26-0-0
8-9-3 _ 8-5-11 --_
8-9-3
Plate Offsets(X,Y)-- [2:0-2-8,0-1-12j,[6:0-2-8,0-1-121
LOLDING(psf) 23 1 SPACING- 1-4-0 ( CS!. DEFL. in (loc) I/defl Lid PLATES GRIP
(Ground Snow=30.0) Plate Grip DOL 1.15 € TC 0.34 Vert(LL) -0.10 9-11 >999 360 MT20 169/123
TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.21 9-11 >999 240
BCLL 0.0 Rep Stress InaYES WB 0.41 Horz(CT) 0.05 8 n/a n/a
BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Weight:94 lb FT=20%
LUMBER- BRACING-
---_..........___
TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins.
BOT CHORD 2x4 SPF 1650F 1.5E except end verticals.
WEBS 2x4 SPF-S No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1,W8:2x4 SPF 1650F 1.5E WEBS 1 Row at midpt 3-12,5-8
MiTek recommends that Stabilizers and required cross bracing: 1
be installed during truss erection,in accordance with Stabilizer
Installation guide. I
REACTIONS. (lb/size) 12=786/0-5-8 (min.0-1-8),8=786/0-5-8 (min.0-1-8)
_ .._........ ........ __ ..
Max Horz 12=-15(LC 15)
Max Uplift12=-122(LC 6).8=-122(LC 7)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-269/47,3-13=-1450/168.4-13=-1445/174,4-14 1445/174,5-14=-1450/168,
5-6=-269/47
801 CHORD 11-12=-197/1454,10-11=-105/1156,9-10=-105/1156,8-9=-186/1454
WEBS 4-9=-33/363,4-1 1=-3 3136 3,3-12=-1318/172,5-8=-1318/173
NOTES- (8)
1)Wind:ASCE 7-10;Vult=115mph Vasd=91mph;TCDL=3.0psf;BCDL=5.0psf;h=25ft:Cat.II;Exp B;Enclosed;MWFRS(envelope)
gable end zone;cantilever left and right exposed end vertical left and tight exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
12=122,8=122.
7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and 12802.10.2 and referenced
standard ANSI/TPI 1.
8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication.
LOAD CASE(S) Standard
so�fi...... TTruss _ _. rims Type -TIN I West Yarmouth Garage
J4753 !AGAB ;Common Supported Gable 2 l 1 1
__. = 1 L :Job Reference(options.Ij_.
Harvest Homes Inc.,Delanson,NewYork 12053 8.530 s Apr 27 2022 MTek lndustnes,Inc.Tue Feb 14 10:37:36 2023 Paget
�0 ID:pU9Y13MFy92WmjHipTKVyVy4Oz6-UfzRvZMW4DVrUUjHjxCD C1QMuTuOXfFKN57RFzIG62
b-t t ._... -—...__.. 13-0-0....__ 26-0-0
13-0-0 _. 61 t1-0
Scale=1:44.3
4x4==
3.99f i2 8 9
g _ I I - 10
12' 31
yr 2x4 J� ii C T Tl $T TB ` 1 _-1 2x4 €
1 s T T T SI o .. 14 15
it 1
1 `` -j4
.i - .. - e. 91 'E' 'i' Fj IL* 6.._ �fi. ___ ... 1^
29 28 27 26 HOLD SilEATHING 927/811 20 19 18 17 16
2x4 i i 3x4= 2x4 I
_ _:........___ 26-0-0
(psf) i_..—...._
26 0-0 _....._..._ ,
LOADING 231 SPACING- 1-3-4 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 14 nir 180 MT20 169/123
(Ground Snow=30.0)
TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 14 nil- 120
Rep Stress Incr YES I WB 0.04 Horz(CT) -0.00 16 n/a n/a
BCLL 0.0
BCDL 10.0 Code IRC2015lTPI2014 Matrix-R Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SPF 1650F 1.5E. end verticals.
WEBS 2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing.
OTHERS 2x4 SPF-S No.2
REACTIONS. All bearings 26-0-0.
(lb)- Max Horz 29=-14(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)29.16,24,25,26,27,28,22,20,19,18,17
Max Gray All reactions 250 lb or less at joint(s)29,16,23,24,25,26,27,28.22,20,19,18.17
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES- (13)
1)Wind:ASCE 7-10;Vult=115mph Vasd=9lmph;TCDL=3.opsf;BCDL=5.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)
gable end zone;cantilever left and right exposed;end vertical left and right exposed:Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs
non-concurrent with other live loads.
6)All plates are 2x3 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
9)Gable studs spaced at 2-0-0 oc.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)29,16,24,25,26,
27,28,22,20,19,18,17.
12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
13)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication.
LOAD CASE(S) Standard
tsund Outer C:ape_9097 OHD HDR.pdf file:///C:fUsers/jeffEARVEST.000/Downloads/Build%200uter°/021
FORTE WEB
MEMBER REPORT PASSED
First Floor,9097 OHD IIDR
3 piece(*)1 3/4"x 14"2.0E Microllam®LVL
Ovitrall Length:10
0 0
;;Nirtil;f14 '.:Xf4
[3
•
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Resuib" ' , "Actuate tocooil xtiovoisl *aloft Coiiiiswiiioen(P.*") *ten Flow
Member Reaction(Ibs) 7474 CO 9 9" 10041(4.50") Passed(74%) -- 1.0 D+0.75 L+0.75 S Spans) Member Type:Fkiee Beam
Building Use:Residential
Shear(lbs) 5062 gb V 5 1/2" 13965 Passed(3696) 1.00 1.0 D+1.0 (All Spans)
Buiering Code:113C 2018
Moment(Ft-lbs) 15514 ts V 2 1/8'' 41846 Passed(37%) 1.15 1.0 D+0.75 L+0.75 S(Alt Spans) Design Mettiodology ASD
Live Load Deft.(in) 0.076 to 5'3/4* 0.237 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans)
Total Load Deft.(in) 0.130 tb 5'5/8' 0.475 Passed(1/875) — 1.0 D+0.75 L+0.75 S(AN Spans)
•Deflection criteria:LL(L/480)and TL(1/240).
•Atoned moment does not reflect the adjustment for the beam staibiity factor,
Bewley bertaikc,„W", C, ibillsteSuppierie(lb.)t::::kiqitf 1%:7
Supports Tatel Avadabi. ,140) .041 *.,e,tx;"'ee:J.11a,tieej
1-Stud wall-SPF 4.50" 4.50" 2.97" 2809 2831 2250 6619 Blocking
2-Stud wall-SPF 4.50" 4.50" 3.35" 3006 3708 2250 7474 flocking
•Blocking Panels are assumed to carry no loads applied directly above then and the full load is appted to the member being designed.
LatesI Bsang Bi Ie Ceeeserath7;14.1,";::</:::
Top Edge(Lu) 10'o/c
Bottom Edge(Lu) 10'o/c
*Maximum allowable bracing intervals based on applied load.
preqd'y!:".-.• • Snow
0•100); COmflwints,;',4'0r$
o sem Weight(PIP) 0 to 10' N/A 21.5 —
1-UnWorm(PSF) 0 to 10'(Front) 13' 10.0 40.0 - Roar Load
Linked from:FBI:
2-Point(lb) 8'1 3/8'(Front) N/A 300 1339 • Stair Trimmer Flush
Beam,Support 1
3-Uniform(PSF) 0 to ld(Top) 15. 20.0 - 30.0 Roof Snow Load
4-undomi(PIP) 0 to 10'(Front) N/A 100.0 - Wall Load
Weyerhaeussr Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and pubished design values.Weyerhaeuser expressly disdaims any other warranties
related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority havirigjurisdictiori.The designer of record,buNder or framer is
responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Bioddng Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards WeyerhaeuSer Engineered Lumber Products have bean evaluated by 1CC-ES under evaluation reports ESR•1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation decals refer to
www.weyerhaeuser.corn/woodproducts/docurnent-librarv.
The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator
FortetVE8 seftriare OPerator 30b N°tes 2/14/2023 3:17:44 PM UTC
Jeff Cowles
Ais ForteWEB v3.5,Engine:V8.2.3.63,Data:V8.13.6
Harvest Homes
(518)895-2341
Weyerhaeuser File Name:Build Outer Cape efftfiharvesthornes,r.am
Page 1/1
of 1 2/14/2023, 10:18 ANI
JOB: 41 1-5 3 NAME: £o: 1 a aM er Cup e 6a1c4›,v‘ LABEL: F( Z
LVL BEANS w/LE13L9ER NAIUNG
9. 1/4' e 9 1/2' LVL BEAM (4 rows 16d e 12' O.G)
11 1/4' 11 7/8' LVL BEAM (5 rows 16d @ 12' 0.G.)
14" LVL BEAM (5 rows 16d @ 12' 0.G) aE
16" LVL BEAM (6 rows 1641 @ 12' 0.G)
18' LVL BEAM (6 rows 16d 0 12' 0.C)
LEDGER NAJUNG
2x4 (NAIL w/2 rows 16d @ 12' 0.G)
2x6 (NAIL w/2 rows 16d @ 12' 0.G)
2x8 (NAIL w/3 rows I6d @ 12' 0.G.)
2x10 (NAIL w/ 4 rows 16d @ 12' 0.G)
2xI2 (NAIL w/ 5 rows 16d @ 12' O.G)
t'
' //® `tJ
�I �
0M
id//
5 1/4"
•
NAIL (2 ply) TOGETHER THEN FLIP OVER
AND NAIL ON (3rd ply) THEN LEDGER ON THAT SAME SIDE
Prod t Pr fil
..olon AJS® 140 AJS® 150 AJS® 30 AJS 190 /8„,,IS® 25
t• i 1
"
91/2" 91/2" 9%" " 93/2
_,, ._11/8 .1134"
" „ ,,_11'/s" sin_, 11T/s" "_ r11�/e" N. 3s"—
la" 14" 14" 14„ 116
16" 16" 16" 16"
1%Z'1 ' 1 1'/2"T N.. 1 I 11d2"1 1 11/2"1 I 11/2"1'. i
21/2" 21/2" 21/2" 21/2" 33/2"
1 2x3 Flanges t I 2x4 Flanges
AJS® 25 AJS® 30
x " Deeper Depths Deeper Depths
i
"- . . s 18" 118"
I � A �' tl q t ��r 7f 16"--r 20" 7�16'...,.a. 20"
:..w 4` • ". ? �,y
-, � •� i 22"� 22"
"i :, a � .`:: 24" 24"
11/2"IL 1
Information on deeper depth AJS•joists is h •1 )•-----1
available in the ALLJOIST•Commercial Guide 31/2" 31/2"
I 2x4 Flanges
I
WARNING
THE FOLLOWING USES ARE NOT ALLOWED •
SAFETY WARNING DO NOT notch or drill beams without prior DO NOT cut beyond inside edge of bearing.
approval from Boise Cascade EWP Engineenng.
DO NOT ALLOW WORKERS ow., 0,
ON AJS°JOISTS UNTIL ALL �� ilk �-
HANGERS,AJS€RIM JOISTS, •
#te .
RIM BOARDS,AJS*BLOCKING 1 z �r `- DO NOT
PANELS,X-BRACING AND 4t.='kilt .�, ,,,r support joist
,. «. \� .. Ci on web.
TEMPORARYix4 STRUT
LINES ARE INSTALLED AS '
SPECIFIED BELOW. SERIOUS DO NOT cut holes too close to w DO NOT nail closer than 1va"from end of joist. DO NOT cut or notch flange.
ACCIDENTS CAN RESULT FROM supports or to each other. s „
DO NOT use III
INSUFFICIENT ATTENTION TO 16d common nails. ,
PROPER BRACING DURING l � ` '
CONSTRUCTION. ACCIDENTS �' `• Refer to hole 4 ee roof sheet,
CAN BE AVOIDED UNDER .. location and sizing tona details,this sheet,
NORMAL CONDITIONS BY E ""' Spec for size and ��l 1 d 8d d box of flange.
30d/16d box nails. ti for allowed cutting
FOLLOWING THESE GUIDELINES: ,
• Build a braced end wall DO NOT walk on joist until proper bracing is DO NOT install tongue of floor sheathing flush with either 1" DO NOT hammer on web unless
In place. or 1'/u"thick BOISE CASCADE"rimboard(tongue OK with removing knockout holes.
at the end of the bay, • 1ve and thicker BOISE CASCADE•rimboard).
or permanently install DO NOT load joist beyond t,„�, s '
the first eight feet of design capacity. • a Tof 1'h"ng f.rs
iiii
AJS Joists and the first sheathing
DO ack
course of sheathing. As building materials on f* iiia ` ]� regardless \
of rimboard
an alternate,temporary unbraced joists. ��
sheathing may be nailed z " 1"or 1'(n" thickness. ,
to the first four feet of 16.lump _ thick BOISE Trim to ire
CASCADE' ng DO NOT hammer on flange.
AJS1°.Joists at the end of �' A rimboard flush with rim.
the bay.
• All hangers,AJS°rim joists,rim boards, • The ends of cantilevers must be temporarily • Failure to install temporary bracing may
AJS'blocking panels,and x-bracing must ,secured by strut lines on both the top and result in sideways buckling or roll-over under
be completely installed and properly nailed bottom flanges. light construction loads.
as each AJS•Joist is set. • Straighten the AJS'°Joists to within'4 inch • DO NOT stack construction materials
• Install temporary tx4 strut lines at no more of true alignment before attaching strut lines (sheathing,drywall,etc)in the middle of •
than eight feet on center as additional AJS* and sheathing. AJS•Joist spans,contact Boise Cascade
Joists are set. Nail the strut lines to the • Remove the temporary strut lines only as EWP Engineering for proper storage and
sheathed area,or braced end wall,and to required to install the permanent sheathing. shoring information.
each MS*Joist with two 8d nails.
Boise Cascade EWP•ALLJOIST Inslallahan Guide E t j:20}3
L0 g is ' 0 ' 0 • • •
, ,:.4 iA`$ ".r :yx x �'r ' a !"r mi 4'4 .,. ,� y �.', +k b c T.'; ' "- "'° 3
Td,.g`&- w 1a > iw��...«, a ,�,., fir ;,�x 'S�.r..,na.«�v.t � w � "
About Floor Performance
Homeowner's expectations and opinions vary greatly due to the increase the joist depth,limit joist deflections,glue and screw a
0 subjective nature of rating a new floor.Communication with the thicker, tongue-and-groove sub floor,install the joists vertically
ultimate end user to determine their expectation is critical. Vibration plumb with level-bearing supports,and install a direct-attached
is usually.the cause of most complaints. Installing lateral bridging may ceiling to the bottom flanges of the joists.
help;however,squeaks may occur if not installed properly.Spacing The floor span tables listed below offer three ver
y joists closer together does little to affect the perception of the different
floor's performance.The most common methods used to increase performance options,based on performance requirements of
the performance and reduce vibration of wood floor systems is to the homeowner.
81' ` *MINIMUM***THREE STAR*** *i **flfprc**** r . It 4N
., ""a�. ALLOWED BY CODE Live Load deflection limited to U4t30t The • Live Load deflection'ttmited to LA6o+ Live Load deflection limited to L/360: Floors
common industry and_design community 1 "' - that meet the minimum buildingcode L/360
standard for residential floor •sts,3314 stiffer Aflaor that Is,100%stiffer_than ttta th"ee star
]or. ,R criteria are structurally sound to carry the
than L/360 code minimum.,However,floor floor A premium floorthat 100%kstiffer than the specified toads;however,there is a much higher
performance may still be;anissue in certain 3 risk of floor performance issues. This table
a , " " 3-star floor for the-discriminating homeouvner,
bson ,without.eSpall with 9/x and i1 fb should only be used for applications where floor
deeptsoma direct-attached ceiling,
performance is not a concern.
Joist ALLJOIST' 12" I 16" id.2" 24" ,' '12" 16" 19.2" 24" 12 16. 19.2" 24"
Depth Series 0.0. o C. 0.c 0.c o c, L o.c. o:c. • o.c, o c : o c. o.c o.c.
140 1T-9" t 10' 3 ,;15'-4"; t t3'-11" 13' 11" 12'-8" l 11",11 f 11-1" 19'-8" 17.-0" .15'-6" 13.-11
150 18-' ,.t6 7" 1541' 14 ;T" 4} 2' 12-11"- 12-2" I 11=3' 20'-0 18'-3" 16'-8" 14'-11°
9%" 20 18'-1" .1T-5 16.48 ; 15'-4" 14=10" 13.-6"'j '12'4" '11'-10"' 21'-1" -19'-3" 18'-2" 16`-4" .
190 19'-4" I _17-8 '' 16-8"; - 15` " ; 1.5 1"- . 13''79" i 12'711" l' 12'=0" 21'-4" 19.-7" 18.--6" 17-3"
25 21'-0" J 0" 1" 184' 16' " 16"-4". `14' .10"j ..14'-0" - 92••7•41.*• .23'-•2" 21'-1" 19'-3" 1 T-2"
140 21 :2 19-4 ; 1T-8 15410" 16 7 15, 1 147-3 134" 22' 5" 19.-5" 17`-8" 15 10"
150 21'-7" 19.78",.�"' 18'-'7" 17'-0" i6'"n10" • ._15-4"''„ 14'-6» i%'13?.5" ' 23'-10" 20'-10" 19'-0" 1T-0"
j __
11'/.' 20 27-8 .20 9" 19' 7" 18'3"4 i7-9" .„,16.-:, ,,,‘, 15 2" ' 14.'-1 ‘" 25'-1" 22'-10" 20'-10" 18'-8"
190 23-0'' 21.f-0 19' i Q"`, 1'8'-•fr" 18'-0" 16i :: 15 5' ' . 14`-4" , 25'-5" 23'-3" 21.-11" , 19.-0"
25 24'-11" ":22'79 ;'21 5r'._. ice 3" , :19'.-6". 1T-807‘,1 16'-8"_ .151-5" 27'-7" 24'-0" , 2i'-11" 18.-3"
- 140 24`-0" , 21-4 49` 5" 17-4" 18 10"i :'1T 2" 16' 2" , 15;--0" 24-7"'. 21'-4" 19.-5" 17'-4'-
150 24'-6" 1 �4 4 ,*;,it;2218 2"19' 17-6 F 16'`5" " 15' ': 26_6" 22'-11" 20'-11" 18'-9"
a 14���i.----20 __ t 25' " 1 23'-6w 1 22'-.2" 4"19' 20-2" j 18=4"--; 17' 3". l 16'-0",'' 28'-5" 25.-1" r 22.-11" 19'-1"
190 26" 1" 23 10", ?2 ' - • 19. 1" 20'--5 18' 7 3 17`-6 1 16-3" 28.-10" 26.-4" 23'-11" 19'-1"
' . 25 28'-4" 25 10" ...22"..fit":, ,,t -4" ,�.,.471 - 20 -1" .,j .18-11 17-6" .. 30'-5" 26-4" 22'-11w 18'-4
140 26'-6" ' 22 11" 2q- r 18'-9" 213' 10" •'19'-0 ;1 17-11" 16' 8" 26'-6" 22'-11" ' 20.-11" 18'-9"
150 27-1 i 24 7" ?2' 5 : 19-_ 21-3. 1,9'-d' ,18'-3" 1. 16'-1 i"•` 28'-5" 24'-7'. 22'-5" ' 19'-3"
16" 20 28--6" j 26-0" 24-2" t9=3" `22'-d." 20--4 t 19 A" 17'=9" . 31'-3" 27.-0" 24'-2" 19.-3"
190 2$ 11" ,, 26 8" „24-2 , 1p:3 , ' 22'4", 20' 7" i 19'-5". ;18'-0" 31'-11" 28'-11" , 24.-2" ' 19.-3"
25 31'=4". 27' 10"l''23 2" it •18'-6.. 24.6" 22 3 .20-11 , 18'-6" 32'-9" 2T-10"• 23'-2" 18'-6"
• Table values based on residential floor loads of 40 psi live load and 10 psf dead load(12 psf • Floor tile will increase dead load and may require specific deflection limits,contact Boise
dead load for AJS°25 joists). Cascade EWP Engineering for further information.
• Table values assume that"/n min.plywoodiOSB rated sheathing is glued and nailed to joists. • This table was designed to apply to a broad range of applications. It may be possible to
• Table values represent the most restrictive of simple or multiple span applications. • exceed the limitations of this table by analyzing a specific application with the BC CALL°
• Table values are the maximum allowable dear distance between supports.Analyze multiple sizing software.
span joists with BC CALC°sizing software if the length of any span is less than half.the length
of an adjacent span. Shaded values do not satisfy the requirements of the North Carolina State
• Table values assume minimum bearing lengths without web stiffeners for joist depths of 16' Building Code. Refer to the THREE STAR table when spans exceed 20 feet
inches and less.
•
' '� .- .`s, ak,".'- 'y 7a. .+N..'" .:.tiEh C..?.»y ,.a• �'r� ��.�' .w ssi��w', b"`a+a�'�`�Irw� -i�w�slj
FIRE ASSEMBLY COMPONENTS
: '?.. e :! 1. Min."iv-inch T&G Wood Structural Panels. A construction adhesive must be •
1 applied to the top of the joists prior to placing sheathing. The sheets shall be
installed with their long edge perpendicular to the joists with end joists centered
over the top flange of joists and staggered one joist spacing with adjacent sheets.
2. AJS''Joists at 24"o.c. or less.
3 �� _. 3. Two layers%"Type.C or two layers Y."Type X gypsum board
W'4.iiiii:',1,.*Ivtit.;,iii,474 10 ---
f SOUND ASSEMBLY COMPONENTS
When constructed with resilient channels
•See the US version of the Boise Cascade Fire Design& ' Add carpet&pad to fire assembly: STC=54 IIC=68 , or
Installation Guide for specific assembly information and •• Add 3% glass fiber insulation to fire assembly: STC=55 IIC=46 or
Other fire resistive options or contact your local Boise Add an add fiber
al layer of minimum%"sheathing and STC=61 IIC=50
Cascade representative. glass9'h" fiber insulation to fire assembly:
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
Q Check
Compliance
1.1 SCOPE
tr:,/Wind Speed(3-sec.gust) 110 mph
Wind Exposure Category B
1.2 APPLICABILITY
Number of Stories (Fig 2) stories 5 2 stories1/:.#
Roof Pitch (Fig 2) 3 5 12:12
11/7
Mean Roof Height (Fig 2) ft 5 33'
Building Width,W (Fig 3) eft 5 80'
Building Length, L (Fig 3) " 4; ,.it 5 80'
Building Aspect Ratio(LMI) (Fig 4) �, (-? .: 5 3:1
Nominal Height of Tallest Opening2 (Fig 4) Y .. )' 5 6'8" ,
1.3 FRAMING CONNECTIONS /"
General compliance with framing connections (Table 2) '
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete IJ
Concrete Masonry
2.2 ANCHORAGE TO FOUNDATION"
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onlyd."
Bolt Spacing—general (Table 4) (--� in. IV
Bolt Spacing from end/joint of plate (Fig 5) a in.5 6"—12" V
Bolt Embedment—concrete (Fig 5) in.2 7" t/'''
Bolt Embedment—masonry (Fig 5) in.2 15"
Plate Washer (Fig 5) 2 3"x 3"VA"
3.1 FLOORS Z
Floor framing member spans checked (per 780 CMR Chapter 55)
Maximum Floor Opening Dimension (Fig 6) ft 512'or L/2 or W/2 ✓,,
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) i
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall (Fig 7) ft 5 d <
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall (Fig 8) 0 ft 5 d
Floor Bracing at Endwalls (Fig 9) ..--IL:„.././.
Floor Sheathing Type (per 780 CMR Chapter 55) IA ckk.ic'% 1 A e (
Floor SheathingThickness ..
(per 780 CMR Chapter 55). in.
Floor Sheathing Fastening (Table 2)..2_d nails at k in edge/ I�. in field
4.1 WALLS
Wall Height
Loadbearing walls (Fig 10 and Table 5) 1" ft 5 10'
Non-Loadbearing walls (Fig 10 and Table 5).. ' kr_ft 5 20'
Wall Stud Spacing (Fig 10 and Table 5) &in.5 24"o.c. Yp
Wall Story Offsets (Figs 7&8) ft 5 d ^''
4.2 EXTERIOR WALLS3
Wood Studs
__1/...0.
Loadbearing walls (Table 5) 2x - ' ft in.
Non-Loadbearing walls (Table 5) 2x�-3E ft in. i
Gable End Wall Bracing 1
Full Height Endwall Studs (Fig 10)
WSP Attic Floor Length (Fig 11) ft kW/3
Gypsum Ceiling Length(if WSP not used) (Fig 11) _ft 2 0.9W
2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)
Double Top Plate
Splice Length (Fig 13 and Table 6) ft I/f /"
Splice Connection(no.of 16d common nails) (Table 6) t,/
,
/7
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
Loadbearing Wall Connections
Lateral(no.of endnailed 16d common nails) (Table 7) gs I/
Non,Loadbearing Wall Connections
Lateral(no.of endnailed 16d common nails) (Table 8) P-s _.1Z
Load Bearing Wall Openings(record largest opening but check all openings for compliancelo 9)
Header Spans (Table 9) ft in.s 11'
17:0-
Sill Plate Spans (Table 9) ft_ in.5 11'
Full Height Studs (no.of studs) (Table 9) t
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans (Table 9) ft_in.512y
Sill Plate Spans (Table 9) ft__in.s 12
Full Height Studs(no.of studs) (Table 9)
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 t �t s 6'8" / "
Sheathing Type (note 4) ' . fc ' ) + /�'
Edge Nail Spacing (Table 10 or note 4 if less) -_?
Field Nail Spacing (Table 10) l2 in. _ ‘53"
Shear Connection(no.of 16d common nails)(Table 10) �.
Percent Full-Height Sheathing (Table 10) . ''•-moo
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) f
Maximum Building Dimension,L f
Nominal Height of Tallest Opening2 / ' Li5 6'8" f/'/
Sheathing Type (note 4) ?!/ 7
Edge Nail Spacing (Table 11 or note 4 if less) 3 in. �''r
Field Nail Spacing (Table 11) 1 in. '
Shear Connection(no.of 16d common nails)(Table 11) . t4`'`
Percent Full-Height Sheathing (Table 11) 122% I.,,,
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)
Wall Cladding O -.:,i l�; k, ,. . ,,; "r, c,r c i,
Rated for Wind Speed? "` ��
5.1 ROOFS ,hut .3 ��
Roof framing member spans checked? I' (For Rafters use AWC S n Tool,see BBRS Website) I. ,,
Roof Overhang (Figure 19) 4ft s smaller of 2'or U3
Truss or Rafter Connections at Loadbearing Walls /
Proprietary Connectors : z ��
Uplift (Table 12) U= 'P�
Lateral (Table 12) L= I7 4'plf /
Shear (Table 12) S= "7-1 plf q/
Ridge Strap Connections,if collar ties not used per page 21 (Table 13) 0/as, T= plf
Gable Rake Outlooker (Figure 20) _i_ft s smaller of 2'or U2 E,;'''''
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors 4U9 40,
Uplift (Table 14) "
Lateral(no.of 16d common nails)...(Table 14) L=�alb.
Roof Sheathing Type (per 780 CMR Chapters 58 and 59)... .. .i
Roof Sheathing Thickness . in.a 7/1t ► SP /`
Roof Sheathing Fastening (Table 2) •.. f
Notes:
1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Comer Stud Hold Downs per Figure 18a
2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness. pressure treated#2-grade.
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
4.
• a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i. Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction,panels shall be attached to bottom plates and top member of the double
plate.
iv. On two story construction,upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
v. ng at double top plates, band joists,and girders shall be a double row of 8d
staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment
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HIC Registration Complaints
Registration 189773
Registrant John L Abbiuso
Name John Abbiuso
Address 16 Stone Meadow Way
City, State Greenland, NH 03840
Zip
Expiration 11/20/2023
Date
Complaints Details
No complaints found for this registrant.
You can also view arbitration and Guaranty Fund history.
Back To Search
Generated by REScheck-Web Software
Compliance Certificate
Project John Abbiuso Garage
Energy Code: 2021 IECC
Location: West Yarmouth, Massachusetts
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 608 ft2
Glazing Area 9%
Climate Zone: 5 (6137 HDD)
Permit Date:
Permit Number: Pending
Construction Site: Owner/Agent: Designer/Contractor:
16 Andrina Rd. John Abbiuso Christopher Mazzola
W.Yarmouth, MA 02673 Massachusetts Home Energy Raters LLC
180 State Rd Suite 2U
Sagamore Beach, Massachusetts
02562
508-833-3100
Info@energycodehelp.com
Compliance: Passes using UA trade-off
Compliance: 2.5%Better Than Code Maximum UA: 122 Your UA: 119
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area Cavit
Assembly or y Cont. Prop. Req. Prop. Req.,,
Perimeter R-Value R-Value U-Factor U-Factor UA UA
Vaulted Ceiling: Cathedral Ceiling 748 38.0 0.0 0.027 0.024 20 18
Above grade Wall:Wood Frame, 16"o.c. 1,159 21.0 5.0 0.043 0.045 45 47
Door: Solid Door(under 50%glazing) 20 0.140 0.300 3 6
Window:Vinyl Frame 100 0.300 0.300 30 30
Floor:All-Wood Joist/Truss 648 30.0 0.0 0.033 0.033 21 21
Slab: Slab-On-Grade(Unheated)
Insulation depth:4.0' 48 20.0 0.261 0.360 0 0
Additional Efficiency Package(s)
Required: 1 Proposed: 1
Description Credits
Efficient HVAC Performance 1.0
Project Title:John Abbiuso Garage Report date: 02/22/23
Data filename:
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Generated by REScheck-Web Software
Compliance Certificate
Project John Abbiuso Garage
Energy Code: 2018 IECC
Location: West Yarmouth, Massachusetts
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 808 ft2
Glazing Area 9%
Climate Zone: 5 (6137 HDD)
Permit Date:
Permit Number: Pending
Construction Site: Owner/Agent: Designer/Contractor:
16 Andrina Rd. John Abbiuso Christopher Mazzola
W.Yarmouth, MA 02673 Massachusetts Home Energy Raters LLC
180 State Rd Suite 2U
Sagamore Beach, Massachusetts
02562
508-833-3100
Info@energycodehelp.com
Compliance: Passes using UA trade-off
Compliance: 0.7%Better Than Code Maximum UA: 138 Your UA: 137
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area
Cavity Cont. Prop. Req. Prop. Req.
Assembly or
Perimeter R-Value R-Value U-Factor U-Factor UA UA
Vaulted Ceiling:Cathedral Ceiling 748 34.0 0.0 0.030 0.026 22 19
Above grade Wall: Wood Frame, 16"o.c. 1,159 20.0 0.0 0.059 0.060 61 62
Door: Solid Door(under 50%glazing) 20
0.140 0.300 3 6
Window:Vinyl Frame 100
0.300 0.300 30 30
Floor:All-Wood Joist/Truss 648 30.0 0.0 0.033 0.033 21 21
Slab: Slab-On-Grade(Unheated)
Insulation depth: 2.0' 48 20.0 0.261 0.360 0 0
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 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Christopher Mazzola-Production Manager-Certified HERS
Rater, ICC.
Name-Title 12/20/2022
Signature Date
/(
Project Title:John Abbiuso Garage
Data filename: Report date: 12/20/22
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