2 HOSMER AVE - BUILDING INSPECTION rr �
. 133 � It55
The Commonwealth of Massachusetts to
&0 Board of Building Regulations and Standards SALEM
of) W Massachusetts State Building Code,780 CMR e 1
'6,
Building_ Building Permit Application To Construct,Repair,Renovate Or Demol
t One-or Two-Family Dwelling
ID
This S.ecfion Fur Official Use O
t Bvi1ti'3ing Parink,Number:_ - Date Applred; //•'
I— lleiltliug06tcial( tNmoe) Signahae - Data
SEMI ON 1:SITE SNIP ORMATION
1.1 Propq A dr C: 1.2 Assessors Map&Parcel Numbers
L la Is this an accepted street?yes no Map Nmober Parcel Number
13 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq R) Frontage(R)
1.5 Building Setbacks(ft)
From Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: _ Outside Flood Zone? Municipal❑ On site disposal system 13Public 13 Private 13 Check if yes❑
SECTION 2: PROPERTYQV{NERSMP'
21 Owners of Record,
(llro Owner �2l1eJ4JA( I S �1v2 � r � A Uf97�
Name(Print) City,State,ZIP I
Z uoSr ,2� Afe ( 17 zI6y089 ra �r l97/ � :vfrr� �e�
No.and Street Telephone ail Address
SECTION 3r DESCRIPTION OF PROPOSED WORK;(check all tbat apply)
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ I Ait.,ation(sAirj Addition ❑
Demolition 'B- Accessory Bldg.❑ Number of Units_ Other ❑ Specify:
Brief Description of Proposed Worle, e e, pxr k- � �� '�'^ ��"t'`'�u'e /0"
!� Y- c8 ter" Crx t� /v w cf
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Estimated Costs: Official Use Only
Item Labor and Materials
1.Building $ !�j O J 1, Buikilng Permit Fee:$ Indicate how fee is determined;
O Standard Cityfrown Application Fee
2.Electrical $ O Total Project Cost'(Rem 6)x multiplier x
3.Plumbing $ 2. Other Fees:
4.Mechanical (HVAC) $ List: cJ
5.Mechanical (Fire $ Total All Fees:$
Suppression)
Check No. Check Amount: Cash Amount:...
6.Total Project Cost: $ 0 Paid in Full 13 Outstanding Balance Due:
r
RECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) t
License Number Exphuhuh Date
Name of CSL Holdei J List CSL Type(see below)
! Fr �s Type nes�ptiun
No.and Street
vi,44. o f 9 7o U Unrestricted . din u to 35,000 cu.ft.R I Restricted 1&2 Family Dwelling
Cityfrowa,State,ZIP M Masonly
_ RC Roofing Covering
WS Window and Si
SF Solid Fuel Burning Appliances
f737Z75��5� 'jfOngd-vi/c4rCt t'/'o'��.<7 I lnsulatim
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) / Lf e '2l 1
.� IL_r r'(.� HIC Registration Number Exp on Date
HIC Company Name or HIC Registrant N apse / �7
/� >~�i�'�>�e: _4� 1:1-� gre�a(',^,+ � Cce!�,GPvt7r'-!� ("" ..��r .L�.'�•.
N .and Street Em ' addres
S�, cef-�i �t i 4 6 fT'3 722-`—O
Ci flown State ZIP Tel hone
SECTION 6:WORKERS,COMMZSAIJON VMJRANCIE AFFIDAVIT(M.G.L.e: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 ........x° No...........0
7a:OWNR )TR A IN= IONTO RE COMPLETED WHEN
OWNER'S AGENT OR GO OR APPLMS.1 R 13UMPING ERMIT
I,as Owner of the subject property,hereby authorize �;�l=QSL"( �r�^ cc f -'
to act on my behalf,in all matters relative to work authorized by this building permit application.
CN!-_ s 1 .1-1nct-e �( I-L (&
Print Owner's Name(Electronic Signature) Date
SECTION 716:OWNERr 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 underst7, ),,
.
�" ce J r�e2,nn.L-
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
wlvw.mass.govJoca Information on the Construction Supervisor License can be found at www.mass.eov/dos
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basementlatties,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"
9
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r®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM(g)2.0 3100 SP Floor Beam\F1301
Dry I 1 span I No cantilevers 10112 slope September 7,2016 10:36:34
BC CALC®Design Report
Build 4516 File Name: BC CALC Project
Job Name: Crandall Description: Designs\FB01
Address: 2 Hosmer Ave Specifier:
City,Slate,Zip:Salem, MA 01970 Designer: ..
Customer: Company:
Code reports: ESR-1040 Misc: Moynihan Lumber Bev-KH
1 3
12-00-00
BO B1
Total Horizontal Product Length=12-00-00
Reaction Summary (Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 3,744/0 1,335/0
BI, 3-1/2" 3,276/0 1,17910
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126
1 Standard Load Unf.Area(Ib/ftA2) L 00-00-00 12-00-00 30 10 11-00-00
2 Unf.Area(Ib/ftA2) L 00-00-00 12-00-00 30 10 06-00-00
3 Unf.Area(Ib/ft42) L 00-00-00 06-00-00 30 10 05-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 13,275 ft-lbs 63.4% 100% 1 05-08-05
End Shear 4,109 lbs 43.4% 100% 1 01-01-00
Total Load Defl. L/328 (0.423") 73.3% n/a 1 06-00-00
Live Load Defl. L/445 (0.311") 80.9% n/a 2 06-00-00
Max Defl. 0.423" 42.3% n/a 1 06-00-00
Span/Depth 14.6 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 5,078 lbs n/a 55.3% Unspecified
B1 Post 3-1/2"x 3-1/2" 4,455 lbs n/a 48.5% Unspecified
Cautions
Member is not fully supported at post BO. A connector is required at this bearing.
Member is not fully supported at post Bt. A connector is required at this bearing.
Notes
Design meets Code minimum(L/240)Total load deflection criteria.
Design meets Code minimum(U360) Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM(g) 2.0 3100 SP Floor Beam\FB01
Dry 1 span I No cantilevers 10112 slope September 7, 2016 10:36:34
BC CALC®Design Report
Build 4516 File Name: BC CALC Project
Job Name: Crandall Description:Designs\FB01
Address: . 2 HosmerAve Specifier:
City, State,Zip:Salem,MA 01970 Designer:
Customer: Company:
Code reports: ESR-1040 MISC: Moynihan Lumber Bev- KH
Connection Diagram Disclosure
b - —d Completeness and accuracy of input must
7 be verified by anyone who would rely on
a _• • • output as evidence of suitability for
o o particular application.Output here based
c on building code-accepted design
properties and analysis methods.
• L• Installation of Boise Cascade engineered
e o 0 o wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c=4-1/2" (800)232-0788 before installation.
b minimum=3" d =24"
e minimum=3" BC CALC®,BC FRAMER®,AJS1P
ALLJOISTO.BC RIM BOARDTM,BCI®,
Nailing schedule applies t0 both sides of the member. BOISE GLULAMT",SIMPLE FRAMING
Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM
Connectors are: 16d Sinker Nails PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD(E)are
trademarks of Boise Cascade Wood
Products L.L.C.