264 JEFFERSON AVENUE - BUILDING INSPECTION ' 264 JEFFERSON AVENUE
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Boise Cascade Single 3-1/2" x 11-1/4" VERSA-LAM® 2.0 3100 DF Roof Bearri ROOM
Dry 11 span I No cantilevers 10/12 slope Wednesday, September 18, 2013
BC CALC®Design Report- US
Build 2565 File Name: BC CALC Project
Job Name: GAMBREL ALTERATION Description: Designs\BATHROOM
Address: 261 JEFFERSON AVE Specifier: DAVE HANSCOM
City, State, Zip: SALEM, MA 01970 Designer:
Customer: ELAINE HARRISON Company:
Code reports: ESR-1040 Misc:
___10
12
BO 16-00-00 ....
B1
Total Horizontal Product Length= 16-00-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 1,221 /0 1,900/0
Bt, 3-1/2" 1,221 /0 1,900/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (Ib/ft42) L 00-00-00 16-00-00 15 25 09-06-00
Controls Summary Value %Allowable Duration Case Location Disclosure
Pos. Moment 11,779 ft-lbs 53.3% 115% 4 08-00-00 Completeness and accuracy of input must
End Shear 2,642 lbs 30.7% 115% 4 01-02-12 be verified by anyone who would rely on
Total Load Defl. U302 (0.617") 59.5% n/a 4 08-00-00 output as evidence of suitability for
Live Load Defl. L/497 (0.375") 48.3% n/a 5 OS-00-00 particular application.Output here based
on building code-accepted design
Max Defl. 0.617" 61.7% n/a 4 08-00-00 properties and analysis methods.
Span/Depth 16.6 n/a n/a 0 00-00-00 Installation of BOISE engineered wood
products must be in accordance with
o current Installation Guide and applicable
/"Allow ow building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
BO Post 3-1/2"x 3-1/2" 3,121 lbs 30.0% 34% Douglas Fir (800)232-0788 before installation.
B1 Post 3-1/2"x 3-1/2" 3,121 lbs 30.0% 34% Douglas Fir BC CALC®, BC FRAMER®,AJST",
ALLJOISTO,BC RIM BOARD T. BCI®,
Cautions BOISE GLULAMTA1,SIMPLE FRAMING
For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM®,VERSA-RIM
will not occur. PLUS®,VERSA-RIME),
VERSA-STRAND®,VERSA-STUD®are
For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood
surcharge load. Products L.L.C.
Notes
Design meets Code minimum (L1180)Total load deflection criteria.
Design meets Code minimum (L/240) 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.
Page 1 of 1
®Boise Cascade Single 3-1/2" x 11-1/4" VERSA-LAW 2.0 3100 DF Roof Beam\BEDROOM
Dry 1 span No cantilevers 10/12 slope Wednesday, September 18, 2013
BC CALCO Design Report- US
Build 2565 File Name: BC CALC Project
Job Name: GAMBREL ALTERATION Description: Designs\BEDROOM
Address: 261 JEFFERSON AVE Specifier: DAVE HANSCOM
City, State, Zip: SALEM, MA 01970 Designer:
Customer: ELAINE HARRISON Company:
Code reports: ESR-1040 Misc:
'_::3
12
13-00-00
BO B1
Total Horizontal Product Length= 13-00-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 992/0 1,544/0
B1, 3-1/2" 992/0 1,544/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 13-00-00 15 25 09-06-00
Controls Summary Value %Allowable Duration Case Location Disclosure
Pos. Moment 7,670 ft-lbs 34.7% 115% 4 06-06-00 Completeness and accuracy of input must
End Shear 2,056 lbs 23.9% 115% 4 01-02-12 be verified by anyone who would rely on
Total Load Defl. U576 (0.261") 31.3% n/a 4 06-06-00 output as evidence of suitability for
Live Load Defl. U945 0.159" 25.4% n/a . 5 06-06-00 particular application.Output here based
( ) on building code-accepted design
Max Defl. 0.261" 26.1% n/a 4 06-06-00 properties and analysis methods.
Span/Depth 13.4 n/a n/a 0 00-00-00 Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
"/°Allow %Allow
SU building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
BO Post 3-1/2"x 3-1/2" 2,536 lbs 24.4% 27.6% Douglas Fir (800)232-0788 before installation.
B1 Post 3-1/2"x 3-1/2" 2,536 lbs 24.4% 27.6% Douglas Fir BC CALCO,BC FRAMER@,AJSTM,
ALLJOISTO,BC RIM BOARDTM,BCIO,
Cautions BOISE GLULAMTM,SIMPLE FRAMING
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability SYSTEMO,VERSA-LAM@,VERSA-RIM
will not occur. PLUSO,VERSA-RIM@,
VERSA-STRAND@,VERSA-STUD@are
For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood
surcharge load. Products L.L.C.
Notes
Design meets Code minimum (L/180)Total load deflection criteria.
Design meets Code minimum (U240) 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.
Page 1 of 1
2 GAMBREL ROOF ALTERATIONS
ELAINE HAF2FRISON
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EXISTING PROPOSED NO. DATE DESCRIPTION
1 9-9 CAD BEGIN
OFFICIAL USE: EXISTING BUILDING FOOTPRINT
TO REMAIN UNCHANGED
BUILDING TO COMPLY WITH
LOCAL, STATE & FEDERAL CODES
INDEX:
PARCEL ID 23-0093-0 Al SOUTH ELEVATION
LEGAL REFERENCE 14372-329 A2 WEST ELEVATION DRAWN BY:
BOOK / PAGE 13976-206
ZONING B-1 S1 EXISTING FRAME DAVE HANSCOM
dave33v@gmail.com
S2 WALL FRAMING LIC # CS-073019
S3 LOAD PATHS SHEET
S4 ROOF FRAMING
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NO. DATE DESCRIPTION
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9 -24-2013
NO. DATE DESCRIPTION
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N.T.S. LIC # CS-073019
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9 -24-2013
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NO. DATE DESCRIPTION
1 9-9 CAD BEGIN
REMOVE GAMBREL RAFTERS
EXCLUDING GABLE END FLY RAFTERS DRAWN By
DAVE HANSCOM
dave33v@gmail.com
LIC # CS-073019
SHEET
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VERIFY WINDOW R.O. WITH OWNER DAVE HANSCOM
dave33v@gmail.com
2" x 6" STUDS @ 16" O.C. LIC #CS-073019
SHEET
SINGLE JACK STUD
WALL FRAMING
VERIFY ALL DIMENSIONS / NOTIFY DESIGNER OF ANY SUBSTANTIAL DEVIATIONS
SINGLE 3-1/2" x 11-1/4"
VERSA-LAM@ 2.0 3100 DF NEW 2" x 6" BEARING WALL
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EXISTING FOUNDATION LIC # CS-073019
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9 -24-2013
\� IF REQUIRED
NO. DATE DESCRIPTION
1 9-9 CAD BEGIN
EXISTING CEILING d
JOIST TO REMAIIN
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SIMPSON HURRICANE CLIPS @
ALL RAFTER BEARING CONNECTIONS �� DRAWN BY
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dave33v@gmail.com
LIC # CS-073019
SHEET
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PRINT DATE
9 -24-2013
NEW 4" x 4" COLUMNS
NO. DATE
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DESCRIPTION
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BUILDING SECTION
NEW Tx 3' x
1' FOOTING S5
FIELD COPY
w CITY OF SALEM BUILDING
SALEM. NIASSACHUSETTSOf970 PERMIT
,a �
n�3.,,,�.�,•� ``a,^^ Feb. 3, 93 B 28-93
4.l)11atan� ..NB Georg°a9 1�jBa117s Te. 1v17,� PERMIT NO. Owner
-
4PVL�UNr "� ADDRESS T��i�
[y��pgpp }y�S(+E�(No..[, ISTREETI
DORS= 2 DWELLING NUMBER OF `
PERMIT iJ 1_1 STORY DWELLING UNITS
n.v( o. I vv o.Ewan No. Ivv Duos to USE)
AT (LOCATION( 6w Jef ersm Ave., wazu S ZONING
Iuo.P - ISiRE[il DISTR IGT
BETWE7•. _ 414
IC.Osb S1P[E11 (CROSS Si FEET'
LOT
SUBDIVISION LOT LOCK 512E
BUILDING IS 70 BE FT. WADE N� F4T. 1G BV FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROU BASEMENT WALLS DP FOUNCAT ION _
OONSTRUCT A 18' FqM ROOF, Two WTND06V'N PLAS[m mus,'TMV INTERIOR DOORS
REM
'C12
PFOnT TO OCCUPY 745-9595
AREA OR 25,000.00 PERMIT 155.00
VOL LME ESTIMATED COST FEE S
/Y,(Qy.�.��C USIC SOUnPf �•((1�
OWNER _ ('�A""at�os �rD^k
ADDRESS 33 WintgbOp St., kfeuw'dydl'Y _ leo E. Tremblay
INSPECTOR OF BUILDINGS
INSPECTION RECORD
DATE NOTE RRooREss - CRITICISM$ AND REMARKS INSPECTOR
Plans must be filed and approved by the Inspector before a permit will be granted.
City of Salem Ward331 —
IS PROPERTY LOCATED IN THE «+ ;
HISTORIC DISTRICT? Yes No—y a
,,y 9
IF SIDING, HAS ELECTRICALs«
PERMIT BEEN OBTAINED? Yes_No \ Home Phone # 2z
APPLICATION Bus. Phone # 2 V5 - 3119
FOR
,t PERMIT TO ROOF, REROOF OR INSTALL SIDING
V Salem,Mass.,
TO THE INSPECTOR OF BUILDINGS:
The undersigned herebv applies for a permit to build according to the following specifications:
Owner's name and address 1---,h41<--7A Al 7 /V-05—E -co4K/
Architect's name ,-47 /14 r
Mechanic's name and address
Location of building,No. B
What is the purpose of building?
Material of building? W8 P Asbestos?
If a dwelling,for how many families'. _ C>,, �
Will the building conform to the requirements of the law? OS
Estimated cost Contt ctors Lie.No.
Signature of applicant
REMARKS SIGNED UNDER THE
PENALTY OF PERJURY.
No.J�j —/ Ward
APPLICATION FOR
PERMIT TO ROOF
REROOF OR INSTALL SIDING
Location Z to e Q`C'g�S B i.iy`✓�
PERMIT GRANTED
z is93
Approved
uildin nspector
No.aF-9 3 City of Salem Ward
�cuaxc oa'd
APPLICATION
FOR
PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION
-_ IMPORTA�/N,,rT��-Applicant to complete allll itt gems in sections:1, It, III, IV, and IX.
' {PSK r cd IEZ p�yA '1I * —
I. xll AT(LOCATION) YNfI l D STRICT
�OCATION coo w `(STREET)
1OF eeTYUEeNE 4Iy 7.et'ReA9os1 i. o/C
BUILDING (CROSS STREET) (CROSS STREET)
LOT
SUBDIVISION LOT BLOCK SIZE
II. TYPE AND COST OF BUILDING -All applicants complete Parts A -D
A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION"USE MOST RECENT USE
1 ❑ New building
Residential Nonresidential
.2 ❑ Addition(it residential,enter number of new�- 12 aeOne family 18 ❑ Amusement,recreational
family-Enter number any,in part D,13) 13:0. or mo
hpusing units added,it ,;,,,- 19 [3 Chruch,other mligious
L��11"/// re
( ) - 20 ❑ Industrial
-3 Alteration See 2above '�:'=u of unks .....::........._�.:.:....:..................... .
21 ❑ Parking garage
4 ❑ Repair replacement 14 ❑ Transient hotel,motel,or dormitory- 22 E] Service station,repair garage t
Enter number of units ...........................
5 ❑ Wracking(it muldfamilyresidential,,enter number ❑ 23 ❑ Hospital,institutional
of units in building in Part D,13) 15 Garage
24 ❑ Office,bank,professional
6 ❑ Moving(relocation) 16 ❑ Carport _ 25 ❑ Public utility
7 ❑ Foundation only 26 ❑ School,library,other educational
17 ❑ Other-Specify 27 ❑ Stores,mercantile
B.OWNERSHIP 28 [-].Tanks,towers
eV�Private(individual,corporation,nonprofit - - -
institution,eta)
29 ❑ Other-Specify
9 ❑ Public(Federal,State,or local government
C.COST (Omit cents) /Wesidential-Describe in detail proposed use of buildings,e.g.,food processing plant, -
machine shop,laundry building at hospital,elementary School,secondary school,college,
10. Cost of improvement ........................................................ $
parochial school,parking garage for department store,rental office building,office building
at industrial plant It use of existing building is being changed,enter proposed use.
To be installed but not included
in the above cost -
a. Electrical................................................:..........................
b. Plumbing.......................................x......................:..........
c. Heating,air conditioning............................................. ---
d. Other(elevator,etc.).....................................................
11. TOTAL COST OF IMPROVEMENT $ Obo
III. SELECTED CHARACTERISTICS OF BUILDING For new buildings and additions, complete Parts E-L;demolition, `
complete only Parts J&M, all others skip to IV
E. PRINCIPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G. TYPE Of SEWAGE DISPOSAL 1. TYPE OF MECHANICAL._
30 [:] my(wall bearing) 35 [:] Gas 40 Lr�-✓Public or private company Will there be central air
31 Wood frame - 36 0 Oil conditioning?
� 41 ❑ private(septic tanketa) /
32 E] Structuralsteel - 37 ❑ Electricity 44 ❑ yes 45 ErNo
33 E] Reinforced concrete 38 ❑ Coal H. TYPE OF WATER SUPPLY Will there by an elevator?
34 ❑ Other-Specify 39 ❑ Other-Specify 42 Public or private company 46 ❑ Yes 47.RrNo
43 ❑ Private(well,cistern)
4A
J.DIMENSIONS .L M. DEMOLITION OF STRUCTURES:
48. Number of stones ............................. �L
49. Totare feet ofloorarea,
all floors,based on extep Has Approval from Historical Commis*6n been received
dimensions ..........................................l...L...................... for any structure over fifty(50)years? Yes_ No_
50. Total land area,sq.n..........._um.................. Dig Safe Number
K.NUMBER OF OFF-STREET PARKING SPACES Pest Control:
51. Enclosed.......... ............
52. Outdoors.... HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED?
............................................._....._..._.............. Yes No
L RESIDENTIAL BUILDINGS ONLY Water:
53. Enclosed ............................................................................. Electric:
Gas:
rvfl..................1....................... Sewer:
54. Number of
bathrooms DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED
Partial --� - BEFORE A PERMIT CAN BE ISSUED.
IV. COMPLETE THE FOLLOWING:
Historic District? Yes_ No✓ (If yes, please enclose documentation from Hist. Com.)
Conservation Area? Yes_ No ✓ (If yes,please enclose Order of Conditions)
Has Fire Prevention approved and stamped plans or applications? Yes—Z No_
Is property located in the S.R.A. district? Yes_ No ✓
Comply with Zoning? Yes_ No (If no,enclose Board of Appeal decision)
A
Is lot grandfathered? Yes ✓ No_ (If yes,submit documentation/If no,submit Board of Appeal decision)
If new construction, has the proper Routing Slip been enclosed? Yes_ No_
Is Architectural Access Board approval required? Yes_ Nom (If yes, submit documentation)
Massachusetts State Contractor License# 0� 0 3 Salem License#
Home Improvement Contractor# Homeowners Exempt form (if applicable) Yes-A/— No_
CONSTRUCTION TO BE COMMENCED WITHIN SIX(6) MONTHS OF ISSUANCE OF BUILDING PERMIT
If an extension is necessary,please submit
CONSTRUCTION IS TO BE COMPLETED BY: v in writing to the Inspector of Buildings.
V. IDENTIFICATION - To be completed by all applicants
Name Mating address-Number,street,city,and states ZIP Code Tel.No.
1.
Owner or CQAf 414 krt,A)VSJ (, fV4'/1.L�
Lessee
2.
Contractor
Builders
license No.
3.
Architect or
Engineer
I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application
as his authorized agent and we agree to conform to all applicable laws of this jurisdiction.
Signature Oil ap icant Addressn date
3 W T Zo, tR�f✓ r2c Al 9 Applitio
'
vig��
DO NOT WRITE BELOW THIS LINE
VI. VALIDATION
Building of 9 3 FOR DEPARTMENT USE ONLY
Permit number oC
Building Use Group
Permit issued -2 :-3
- - Fire Grading
Building
Permit Fee $ Live Loading
Certificate of Occupancy $ Approved by: Occupancy Load
Drain Tile $
Plan Review Fee $
ITLE
NOTES AND Data-(For department use)
w
V
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PERMIT TO BE MAILED TO:
DATE MAILED:
Construction to be started by: aj ,> Completed by:
VI ZONING PLAN EXAMINERS NOTES
DISTRICT
USE
FRONT YARD
SIDE YARD SIDE YARD
REAR YARD
NOTES
SITE OR PLOT PLAN -For Applicant Use
1€$ FEET DORMER NEW ROOF 2NEW WINDO'W'S REPIASMIENT W INDOWS
PL"TER MALLS OVER NEW INTERIO DOORS REMODEL KITCHEN AND i z
BkTHROOI;IS AND MINOR OUT SIDE REPAIRS
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<orirr 'V� CERTIF19U.ATE I$DLIEg993
DATE Lf I,Y L 1
1' CITY OF SALEM
SALEM. MASSACHUSETTS 01970 BUILDING PERMIT -
a.E[,�„ CERTIFICATE OF OCCUPANCY
'eb. 3, 93. 28-93
Caustantims �i�^W�W. � PERMIT NO. ewftf
APPLICANT ADDRESS
�f
1.0.1 I/TREETI ICIOfM�ITNa•5 LIC[M][I
PERMIT TO D ( Z DWELZJM OF
1 STORY NUMBERING UNITS
(11.( 01 IMR.OV[M[NTI .O. IVPORo/[O USE)
( 254 Jeffersm Ave., 3 ZONING
AT ILOCATIONI DISTRICT_
IrO.lr-- (f TR([TI
BETWEEN AND
rCSO/$ NR[[il. ICR45[ ST-[ETI
LOT
SUBDIVISION LOT BLOCK SIZE
BUILDING IS TO BE FT. WIDE P., FT. LONG BV FT. IN HEIGHT AND $HALL CONFORM IN CONSTRUCTION
TO TYPE 'JSE GROUP BASEMENT WALLS OR FOUNOATION
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REM
1
L ALL Lit PERMT 70 OCCUPY 745-9595
AREA OR YINLROYIrR(R
VOLUME
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OWNER
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ADDRESS JJ
BUILDING
PERMIT
_ JOB WEATHER, BARD
GATE 1,9 PERMIT NO.
APPLICANT ADDRESS
IN0.1 I51n EE it ICO MR'S LICENIRI
ZN
NUMBER OF P
'Y,�YdR (_I STORY N� DWELLING UNITS
PERMIT TO
IivPF 01 IMPROv[M[Nil0. (PROPOSED 115F1
r{ xl± ZONING
AT fLOCaT10N) l'�'; �"��I Hk,;e.I DISTRICT
-
(.0.) 15i RESTI
AND
BETWEEN (CROSS STREETI
ICPO3i STREET)
LOT
SUBDIVISION L 0 T BLOCK SIZE
BUILDING IS TO BE FT, WIDE Hr FT. LONG ByFT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION
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REMARKS' ..
PERMITAREA OR
VOLUME ESTIMaT EO COST FEE S
C VII,SQUARE FEET!
S,�y.n5.1 �.YeOl ClIYAK,u
OWNER BUILDING );iia. L;, "';.^€+sml'?:J
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AnoREss — INSPECTOR OF BUILDINGS
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF. ETHER TEMPORARILY OR
*
ERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE. MUST BE AP-
ROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH ANO LOCATION OF PUBLIC SEWERS MAY BE OBTAINED
ROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS
OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE
FTS APPLICABLE
SEPAFOR
RATE
INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN
ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND
I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY I$ RE- MECHANICAL INSTALLATIONS.E, PRIOR TO COVERING STRUCTURAL OUIRED,S IJ BUILDING SMALL NOT BE OCCUPIED UNTIL
MEMSERSIREAOY TO LATH), FINAL INSPECTION HAS BEEN MADE.
), FINAL INSPECTION BEFORE
OCCUPANCY.
POST THIS CARD SO IT IS VISIBLE FROM STREET
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
Fl)ARD�c ALTH GAS INSPECTION APPROVALS f�JAEIDEPT. ECTING APPROVALS
I L
OTHER CITY ENGINEER 2 ^ I 2 \h
III I �2�
WORN SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME HULL AND VOID IF CONSTRUCTION CON THIS CARD
ANP B ET(ARRANGED FOR OBY TELEPHONE
INSPE-- IR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE OR WRITTEN NOTIFICATION.
STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE.