105 LEACH ST - BUILDING INSPECTION -
PUBLIC PROPERTY
DEPARTMENT
91%air L SCOLL
12O WASHINGTON STPX"•SALEK W.AISACHLSLI-M 01970
TEL-978-7S5-9S9S 0 Fix:97&7i0.9&%
APPLICATION FOR THE REPAIR, RENOVATION, CONSTRUCTION.
DEMOLITION. OR CHANGE OF USE OR OCCUPANCY, FOR ANY EXISTING
STRUCTURE OR BUILDING
1.0 SITE INFORMATION _
Location Name: Building: (;.ArAge
Property Address: lO S L CAGtf Sr'
SRC.CM I IVA 01970
Property is located in a; Conservation Area Y/N_ V Historic District YIN
2.0 OWNERSHIP INFORMATION
2.1 Owner of Land
Name: t c o.e A. Cook
Address: 105 LGAcN ST
_ SALcm MA 019 70
Telephone: 978 740 9188
3.0 COMPLETE THIS SECTION FOR WORK IN EXISTING BUILDINGS ONLY
Addition Existing 1
Renovation Number of Stories Renovated
Change in Use New
Demolition XExisting 2-16
Approximate year of I (t 2O Area per floor (sf) Renovated
construction or renovation
of existing building New
Brief Description of Proposed Work:
1\e.MOJ2 Gard.c�� b ��S . Cpn S���cT
A 20 ' xZ4 'L)eeP &cmse- as (per Z ,6 :4. AoI2Tv`�l
Mail Permit to:
What is the current use of the Building? rag e
Material of Building? B(o rk lwoo<4 If dwelling, how many units?
Will the Building Conform to Law? AYES Asbestos? N o
Name
John Vj-X.';IhOe — Sr`✓c�-.,eS No�7Y1 lrcL
.Aa3
Address and Phone WQ sh ern ST ��ewr ( ) 68/7
Mechanic's Name
Address and Phone
Construction Supervisors License# HIC Registration#
Estimated Cost of Project$ 2?,00o Permit Fee Calculation
Permit Fee$ — Estimated Cost X$7/$1000 Residential
Estimated Cost X$111$1000 Commercial
An Additional $5.00 is added as an
Administrative charge.
Make sure that all fields are properly and legibly written to avoid delays in processing.
The undersigned does hereby apply for a Building Permit to build to the above stated
specifications. Signed under penalty of perjury X %it 4;'-e
Date l0 23 0�
H
1q O.L.
it
m
CITY OF SALEM
PUBLIC PROPERTY
DEPARTMENT
Ki MBERLEY DRISCOLL
MAYOR 120 WASHINGTON$rREET• SALEM,MASSACHOSETIS 01970
TEL 978-745-9595 • FAx:978-740-9846
HOMEOWNER LICENSE EXEMPTION
Please Print
Date 81i 410 6
Job Location /0 S LcACN ST' � 5ALEA1 , AIA
Home Owner Address — SAInd —
Home Owner Telephone 97$ 740 `I/88
Present Mailing Address — SAwte. —
The current exemption of"Homeowners"was extended to include owner-occupied
dwellings of two Units or less and to allow such homeowners to engage an individual for
hire who.does not possess a license, provided that the owner acts as supervisor.
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 dwelling, attached or detached
structures accessory to such use and/or farm structures. A person who constructs more
than one home in a two year period shall not be considered a homeowner. Such
"homeowner" shall submit to the Building Official, on a form acceptable to the Building
Official, that he/she be responsible for all such work performed under the Building
Permit.
The undersigned "homeowner" assumes responsibility for compliance with the State
Building Code and other applicable by-laws and regulations.
The undersigned "homeowner" certifies that he/she understands the City of Salem
Building Department minimum inspection procedures and requirements and that he/she
will comply with said procedures and requirements.
HOMEOWNERS SIGNATURE AiwL _
APPROVAL OF BUILDING INSPECTOR
See other side for state code
Homeowner's Exemption
The Code states that: "Any Homeowner performing work for which a Building Permit is
required shall be exempt from the provisions of this section (Section 109.1 —Licensing of
Construction Supervisors);provided that a Homeowner engages a person(s) for hire to do
such work, and the Homeowner shall act as Supervisor."
Many Homeowners who use this exemption are unaware that they are assuming the
responsibilities of a Supervisor(see Appendix Q, Rules and Regulations for Licensing of
Construction Supervisors, Section 2.15). This lack of awareness often results in serious
problems, particularly when the Homeowner hires unlicensed persons. In this case your
Board cannot proceed against the unlicensed person as it would with a licensed
Supervisor. The Homeowner acting as Supervisor is ultimately responsible.
To ensure that the Homeowner is fully aware of his/her responsibilities, many
communities require, as part of the Permit Application, that the Homeowner certify that
he/she understands the Responsibilities of a Supervisor. On the last page of this issue is a
form currently used by several towns. You may care to amend and adopt such a
form/certification for use in your community.
CITY OF SALEM, MASSACHUSETTS
PUBLIC PROPERTY DEPARTMENT
120 WASHINGTON STREET, 3RD FLOOR
SALEM, MASSACHUSETTS 01970
TELEPHONE: 978-745-9595 EXT. 380
FAX: 978-740-9846
Thomas J. St.Pierre
Director of Public Property
Zoning Enforcement Officer
Section 116.0
Demolition of Structures
Structures over fifty (50) tears old must have approval of the
Salem Historical Society
UTILITY DISCONNECTIONS REQUIRED
Authorized Agent Date of Disconnection
Water:
(see attached requirements)
Electrical:
Fire: ��h
Sewer: �� 2
Salem Historical Commission:
Dig Safe Number: 2OOA 330 1 r�
Pest Control:
`DOCUMENTATION OF ALL THE ABOVE MUST BE ATTACHED BEFORE PERMIT CAN
BE ISSUED***
Fee for Demolition: $5.00 for application plus$2.00 per 100 square ft.gross area,minimum$15.00
I ' ,3 ; 1!>T.T 122 �3a- i2 .T. �i c*.��uL�?123PII5
i-s �r^�*?=tzn2 ii:a�{ua:2:rs
?•nie[
SFPR ;29C
In accordance with provisions of General Laws of the
Commonwealth of Massachusetts and the Salem Fire Code,
the following regulation governing the demolition of
structures within the City of Salem shall be followed.
This regulation is made in the interest of fire prevention,
to prevent conditions which are or may become dangerous as
a fire hazard, or are otherwise in violation of law.
1. Before a structure can be demolished, the Salem
Fire Department Shall conduct a preliminary
demolition inspection , to ascertain any conditions
which may require a fire watch or other preventive
measures, to be taken before , during and/or after
said demolition process.
2. A permit to demolish or remove a building or structure
shall not be issued until said inspection has . been
conducted, and a report of requirements necessary for
prevention of fire and life safety hazards shall be
obtained by the applicant for the permit.
3. The requirements outlined in the report shall become
a part of the restrictions portion of the demolition
permit issued by the Building inspector, for compliance
with the Code.
4 . The inspection report shall include, but not necessarily
be restricted to the following:
A. Welding and cutting permit required.
B. Fire watch to be maintained by a professional
off-duty firefighter, with such equipment as
determined by the head of the Fire Department.
Per Order: A
Approved by :
Lieut. David J. ggi
Salem Fire Mar al
�• �Crs6:¢ '� � /)cam•,....G�
James F. Brennan, Chief
Salem Fire Department
(8/76)
■ - r. c T. -\> .t-t - 4AY ;.,is.ro > Tx t. �----::�:- ..t��::�`i.� 'a' TRrJ.`�„".
. t:"""' '��r y; ..a..r+-u i t � ..iM r. Ate. .i♦ -sue...^i.,{yy...�.wyv.. .a•1ir.+c�'s�'a '
✓ <i� :/ .�. > 't •1 vr.hr'-..cr.ar-g.s Gros i^ as•-� / •s D .,'G�.,R v'Ic`T^.a.7�ica+"T�;Y�'10T
X, ..�.a vS-.-.+1 •r 7 .���c •f-;.rG x'_t)� n -Tr-" stir y+T �, i4' u, rN, r
■ .. :,y.,y r � Y :s s._.,.rum{ r�e-t�.�
' � ..Y) _ j A1�9 e�G.>taLlr� I• �. Y1.•"- rrl P,RY
_ �t�ti ...yam.) 1 •ZIA��M ii �•'i".
.�..✓, �� III t Y-�l•�S9.)1`
II
760 CMR: STATE BUILDING CODE COMMISSION
i
Lei
SECTION 115.0 CONDITIONS OF PERMIT
J,i
_ = F�
115.1Proce dCoath awe wwith ork. code:
shallhnot be construed as authority
s
i to violate, cancel or set aside any of tmodPtficauon or legallvisions of y
' code, except as specifically stipulated by 4
7-1';;..5 granted variation in accordance with Section 126.0. i
permit, All work, shall conform to the
-_> ante with Pwhich the permit
115.Z ComPl] I I i
stamped or endorsed application aan roved amendments thereto•
has been issued and any PP
115.3 Change in site plan: A lot or site shall not be changed, .•
increased or duninished in area from that shown on the official , ' a•.
`':• >- affidavit of
r+.4 site plan, as specified in Section 113.6, unless a revised plan
showing such changes accompanied by the necessary
ry d. I I +v
owner or applicant shall have been filed and approved.
�s I ; I
',• A revised site plan will not be required u the 1?I`s ..nlr
Exception: reason of an official street openin4.
E� change is caused by public improvement. ' I
street widening or other
t ,
a,ti
SECTION 116.0 DEMOLITION OF STRUCTURES
116.1 Service connections: Before a building e or structure can j
tify
rG.. be demolished or removed,
the owner or agent shall crtrtteell 1
Utilities having service cennectiotts�thsewein r and other connec'
turn, such as: water. electric. 9 or strueturs
ions. A permit to demolish or remove a'buildin9 the utilities.
r •....• shall not be
issued se P dveeseervice connectionse is obtained s and appurten- +
ht stating such as: meters and regulators have been re-
1G• ant equipment. ed in a safe manner.
.� " moved or sealed and plugg i
When a building or structure has been
"ram" 116.2 Lot regulation: operation has not been
I.
: u demolished or rem, dd the va�tcllotashall be fillormity ed ajnOn- d
l„
ktrite•:F projected or approve in
organic fill. graded and maintalnedd fret fromthe accumulation
grades. The lot shall be maintained o us conditlem which
of rubbish and all other unsafe o hazardous
endanger the life or health of the PttbYe: Pro`na
made to prevent the accumulation of water o 1 dugs d thi
foundations on the necessary retauning premises
and fencesashallin ba epreepteed in accord- I 1
ante with the provisions of Article 13. !
SECTION 117.0 MOVED STRUCTURES ICI
117.1 General: Buildings andwith the rprovi ionses moved iofothis code.within
the jurisdiction shall comply
'•K - 19 III
9/1/80 II
J'
$ o CITY OF SALEM9 MASSACHUSETTS
s.
DEPARTMENT OF PUBLIC SERVICES
3 8 120 WASHINGTON STREET, 4TH FLOOR
,y SALEM, MASSACHUSETTS 01970
`��11N8 BRUCE D. THIBODEAU, P.E.
DIRECTOR OF PUBLIC SERVICES/CITY ENGINEER
TEL: 978-745-9595 EXT. 321
FAX: 978-745-0349
WATER & SEWER
In accordance with provisions of General Laws of the Commonwealth of Massachusetts and the
Salem Water and Sewer Department,the following regulations governing the demolition of
structures within the City of Salem shall be followed.
This regulation is made in the interest of protecting the water and sewer infrastructure at each
domestic & commercial hookup location within the City of Salem as well as to prevent
conditions, which may cause danger to public safety, cause water to be lost or loss of city or
personal property due to water or sewer loss.
1. Prior to demolition of property, a licensed plumber shall ascertain where all water and
sewer lines are located on said property. The plumber shall make a determination of use
of such water and sewer lines, not limited to, domestic use, irrigation, fire suppression, or
septic systems. After all water and sewer lines have been located,the plumber shall
make a written report with diagrams of utility locations found to the Director of Public
Services. A request to the Department of Public Services shall be made to terminate
water services at the street after such notice of locations have been made but not before
item#2 is completed.
2. Prior to demolition a licensed drain-layer, licensed by the City of Salem, shall cut and cap
the water and sewer lines at the city main. In the event that water or sewer will
immediately be used after demolition for construction purposes, a set of certified plans
and drawings by a registered professional engineer must be provided to the Dir. Of Public
Services/City Engineer reviewed and approved prior to the obtaining a demolition permit.
3. A demolition permit shall not be issued until items 1 & 2 have been completed and the
Department of Public Services has conducted an inspection and signed off on the water
and sewer portion of the Building Department prerequisite Utility Disconnections
Required form.
Approved by:
Bruce hi ea
Dir. Of Public Services/City Engineer
11105
0
Salem Historical Commission
120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970
(978)745-9595 EXT. 311 FAX(978)740-0404
WAIVER OF THE DEMOLITION DELAY ORDINANCE
It is hereby certified that the Salem Historical Commission has waived the Demolition Delay Ordinance for the
proposed demolition as described below, as per the requirements set forth in the Historic District's Act (M.G.L.
Ch. 40C) and the Salem Historic Districts Ordinance.
Address of Property: 105 Teach Street garage
Name of Record Owner: Michael A. Cook
Description of Demolition Work Proposed:
Demolition ofgarage. Waiver is conditional that applicant submit elevation drawings detailing all four sides,
along with photograph documentation of all four sides of building and close-up detail of masonry block before
demolition PP I permit is approved.
I P
Dated: 9/7/06 SALEM HISTORICAL COMMISSION
By: 22:4\�JvvZ_7
r
THIS IS NOT A DEMOLITION PERMIT. Please be sure to obtain the appropriate permits from the Inspector
of Buildings (or any other necessary permits or approvals) prior to commencing work.
Construction Plans
Salem Building Department
Design, Materials and Construction Details for
A Boathouse at 105 Leach Street
Submitted by Owner:
Michael A. Cook
105 Leach Street
Salem,MA 01970
October 20, 2006
I
21'-4'
20'-4' GAS, WATER AND ELECTRIC UTILITIES
ENTER HERE THROUGH PVC PIPE
SET 36' BELOW TOP OF FOUNDATION,
#5 REBAR HORIZONTAL CONTINUOUS
(2 TOP, 2 BOTTOM, & 2 FOOTING)
ENGINEER TO REVIEW SUBSURFACE
FIELD CONDITIONS UPON EXCAVATION.
23'-10"
NOTES.
1, CONCRETE 3000PSI MINIMUM STRENGTH,
23'-4- 2, VOLUME OF FOOTING = 130 CU. FT.
3. VOLUME OF WALLS = 325 CU, FT.
4, VOLUME OF 6' THK FLOOR = 214 CU. FT.
5. QTY OF 30' #5 REBAR = 8 PIECES
6, QTY OF 8' #5 REBAR = 51 PIECES
#5 x 30' REBAR @ 16' O.C.
DAVIT BASE DRILLED AND ADHESIVE-SET
3'X3'X6' DEEP _ _ 8' INT❑ EXISTING FOUNDATION WALL
----
II <- EXISTING SEAWALL -> 1'-4'
--------L----- ----------------------------- ---�{-- ------------------------------------------
20'-4' CAP WALL TO NEW HEIGHT- 3' FROM DAVIT BASE TO BLOCK WALL
1'-0°--}
1'-0" THIS SURFACE TO 1' ABOVE DAVIT BASE
I 7
•;• T
4' TO 6'-0°
Michael A.Cook
105 LEACH STREET,SALEM,MAW970
1'-0" FOOTING AND FOUNDATION
MATERIAL:POURED CONCRETE
2'-01-F- 2'-0' DATE: 10-20-2006
SCALE:1/64
20'-0'
_ ILI. R S -SO L
POCKETS POCKETS 2'-8' DOOR
'J' BOLTS FOR BEAM 8'-0' FOR BEAM
SEE NOTES
8'
_ FILL CORES SOLI
24'-0`
4' DIA. LALLY COLUMN 7'-11j, POCKETS 2'-8'
ON CONCRETE PAD FOR BEAM
_ ILL CORES SOLID
2'-8'
4°
POCKETS - FILL CORES SOLI 4 -D,
FOR BEAM
2'-0'
3'-4° 8" DEEP TYP
4'-0' NOTES: 2 -8,
1)ADD TRUSS TYPE REINFORCING WIRE ON EVERY OTHER COURSE(HORIZ).
' I I 2)ADD#4 REBAR(11T DIA)VERTICALLY WHERE CORES ARE FILLED SOLID.
3)ADD 12"LONG"J"BOLTS(1l2"DIA)IN CEMENT PROTRUTING 2"FROM TOP
COURSE EVERY 32"FOR SILL PLATE ATTACHMENT.
I 12 COURSES
I I I OF 8" BLOCK Michael A.Cook
105 LEACH STREET, SALEM,MA 01970
4'-0' 1 I I
I I I CEMENT BLOCK WALLS
MATERIAL:8X8X16 SPLITFACE HOLLOW BLOCK
DATE: 10-20-2006
SCALE:1164
A �-I
BEAM SPAN 16'
W8 X 18 X 19-1/2' 1STEEL BEAM
--------------------------- -------------------
es¶ve ee�e�rme _------- vet------ �a�aer_e a 7j' 2X8
1 11 II II p 11 II II I 11 11 II II II p 51' r--
1 11 II 11 II 11 11 11 I II II II II II p 1X6 SPACER
1 n n p u u u n 1 u u u n n p
l u u u u n n n l n u u n u e
I 11 11 II 11 II II n 1 11 11 11 II 11 p
1 u n u n n n n l n n n n n e
u n u n n u n 1 u n n n n p W8X18 BEAM
7'-5 1 u u u n n n n n n u n u p 5�4'
I u n u u u u n 1 n n u n u e
n u n n 21k8 i12 lib ,C n n ii
p n
I n n u n 11 itIt 1 11 It it itn 1/2 BOLTS
It u
u u n u n u n I n n n p u 32' APART &
u n n u n 1 n u u 9 u 24'-0"
I II X 10 9 19-1X2'I ST,EE� IFAM 11
_aLL_-L__ LL__L__JL_=LL__L__ 17'-6 A 5j' STAGGARED
=_= -13a= ass .=asses=�sa=ae ROOM
R__T-_�._-R__.p_- __�__¶__
11 II II 11 II 11 It 11 1 11 II II II
II 11 11 11 11 II II 11 1 11 II ,1 II
u 11 e u 11 n n u 1 n n 1 u ABOVE DETAIL A
n u It n u n u n l u u u u
n u n n u n u n I n u n 1
n u u n n n u u i n n n I SCALE 1:8
n u n n n n u u I II n n
7'-5j' II n n n n n u n I n n n
II u u n S�rX�i @ii16'1O, 11 n 1 u BEAM SPAN 18'
1 u u n n n u u 1 n It 11 u
1 n n u u u ➢ n 1 n p n 1
1 u n u n n u n 1 n u u________1
1 n u n p n u u 1 11 n nr--lr—n1
=11 X 4;D X 19-1 2'1 STEEL-WA lN--III 2'-4j' 1'
- - --- -- - --- --- - -- - ANDING
----_---„--T�=----„-gym=- ---_=--,r—�=�.__--
I It II II it 11 I II I; lilt II 11 II
5'-56' <9 il
L C) 72'
' H
6'-6' (OPEN DECK)
OVER PITCHED ROOF
1
1 (5) 2X8 HEADER
20'-0', SECTION A-A HEADER SPAN 8'6'
A �-� 3/4' PLYWOOD SUBFLOOR
--2X8 SILL (TOP IS FLUSH W/ TOP OF JOIST)
2X8 JOISTS 16' O.C.
Michael A.Cook
105 LEACH STREET, SALEM,MA 01970
FLOOR JOISTS
MATERIAL:SPRUCE/PINE/FIR(S.P.F.j 2X8
DATE: 10-20-2006
SCALE:1164
" PLYWOOD SHEATHING 5ja
I II I I II II II 1 II II 11 1 1 1 II I
L —J — l —J JL JL —J
2X6 @ 16' O.C. typ
1'-2�"
1/4' THICK CLEAR POLYCARBONATE
WINDOW (HINGED AT BOTTOM)
7'-56' ►{ WITH SCREEN (2 PLACES)
2'-61q'
7'— (3) 2X10
Y Y
U U
¢ ¢
I1 (2) 2X6 (2) 2X6 11
/ ii I ----- Y 6'-6�" Y ----- n 7 _6a
--if----- \ \ lr-----Tr-----. I 11
4 11 11 II R❑. 1 11 II I II
II 1 1 II II Y Y I II II 1 , 11 \11N
'-7�q' � II 1 1 II II 1 U U5'_0�, a
� I 11 II I - ,I -9x XNNI ,`----''L-----JJ•---- -----J L-----J L----JL----- L-----�L---- JL
-
NorthEast Wall Elevation-2nd Floor
Michael A.Cook
WALL CONSTRUCTIONI 105 LEACH STREET, SALEM,MA 01970
1) 2X6 SOLE & TOP PLATE TYPICAL.
2) 2X STUDS 16. O.C. TYPICAL WALL CONSTRUCTION DETAIL
3) R21 FIBERGLASS INSULATION BTW STUDS
4) DESIGNED FOR 'STAND-UP' CONSTRUCTION. MATERIAL:AS NOTED
5) USE 3/4' THK PLYWOOD SHEATHING AND
FASTEN WITH 50% GALV. NAILS AND 50% SCREWS
6) ADD TYVEK & CLABBORD SIDING OUTSIDE DATE: 10-20-2006
7) ADD 1/2' SHEETROCK INSIDE. SCALE:1132
7'-56" 2'
2'-61q' =
(3) 2XIB .i
-i
LD 2'-6 L =
Z Z
7'-61q" 3'-4' m I
5'-0j" 5 _7 "
( L I
T _3�L x('Ju LILI
i
_J
_ _______________________________________________________________________________________
_ __________________________________________________________________________________________________
19'-10 " 45°
10' SOFFIT
South West Wall Elevation-2nd Floor
WALL CONSTRUCTION,
1) 2X6 SOLE & TOP PLATE TYPICAL.
2) 2X6 STUDS 16' O.C. Michael A.Cook
3) R21 FIBERGLASS INSULATION BTW STUDS 106 LEACH STREET, SALEM,MA 01870
4) DESIGNED FOR 'STAND-UP' CONSTRUCTION.
5) USE 3/4' THK PLYWOOD SHEATHING AND TYPICAL WALL CONSTRUCTION DETAIL
FASTEN WITH 50% GALV. NAILS AND 50% SCREWS
6) ADD TYVEK & CLABBORD SIDING OUTSIDE. MATERIAL:AS NOTED
7) ADD 1/2' SHEETROCK INSIDE.
DATE: 10-20-2006
SCALE:1132
1'-4' PITCH 2'-10'
1356 �\
PLYWOOD
GUSSETT BRACE — USE ON BOTH
p SIDE OF RAFTERS AT HIP
MY 26)
m
EV
Plan View
7'-7'
3'-3j' o
7 , 2)M RAFTERS W or.
17N
3)FIBERGLASS DSU ATIRN BTW RAFTERS.
4�' f)ADD VENTDIRDS I)THUND INSULATION IN RA ER RHERE
D)INSTALL CSNTI OUS ROOM & SOFFIT VENTS.
RE CUT BIN WALL
TX WTa 1N RAFTERS WHERE
RESTING RII va L
7)6143W SLOES f PER FU - SIDES.
ES!®PEI.
D)INSTAL• En S 24•PER FORT - S1DE5.
D)INSTALL CMIM TIES FOR r
I0.SIENIN V[M 3/4• TiG PLYWN,
U.ADD 100%COVERAGE ICE L WATER SHIELD.
Re ADD Rt�I1G FELT ASJWAXT SHDVcS.
9'-1 "18,135- Michael A. Cook
' t" )ostEAcr+srREEr,SAlF1A,)M01970
ROOF CONSTRUCTION DETAIL
MATERIAL:AS NOTED
NorthEast Wall Elevation I DATE: 10-20-2006SCALE:1/50
2s-0o
1'-4' PITCH
2'-10°
4'-5J�
135° i/
PLYWOOD
g
p w GUSSETT BRACE - USE ON BOTH
m SIDE OF RAFTERS AT HIP
to <QTY 26)
u 17'-5�"
t]
eo 11
N N 2
Cl) 1
Plan View
7'-7"� 2X6 COLLAR TIE - USE ON ONE
7�' SIDE OF RAFTERS FOR A 7'
CEILING.
3'-3j" 8'-0" I (QTY 14)
�47'
6°
V7418.4350
6'-7j° (4:12 PITCH) T%RMIAMichael A.Cook
RAFTERS ar 105 LEACH STREET, SALEM,MA GIM
63.435° FIBERGLASS WRIATIM BTW RAFTERS
u AN VENTS tWER DWATIRI BTW RAFTERS.(24;12 PITCH) 6)a;!MROSHMM�"a IN RAF ms� ROOF CONSTRUCTION DETAIL
"
n 1&4W S ON�tS e PER FELT -Tar GANBM- MATERIAL:AS NOTED
&6a455' RIPE IS BY PER F®T - SIDES.
I %INSTALL 2M CG.LAR TIES FOR 7' CER.M
IL SHEATH ADDADDD =CCWERAGE T�i WATER SHEELM DATE: 10-20-2006
NorthEast Wall Elevation 'a AM ROWING FELT 6 "S"""`LT SHBx1ei SCALE:1/50
' THK RISER TYP
�2 7" NOSING
H TREAD TYP
�1°
2nd FLOOR
- 7j° 7z
8" RISE
t
�10' TREAD
8'-Y
----- 7'-8"
-- L__� � 9" TYP
7 TYP
--� 6j°
FLO R SLAB
8'-111q"
Michael A. Cook
105 LEACH STREET, SALEM,MA 01WO
STAIR STRINGERS
MATERIAL:SPRUCE/PINE/FIR(S.P.F.)2X72
DATE: 10-20-2006
SCALE:1/64
1� IIIII -
_ _ - 11 I■
1� IIIII NMI IIIII ---------�
NMI IM ri
NMI IIIII r
1� IIS 1 �
NMI IIII� rJ�/
1� I IIII ■I ��I1'� Il,!
NMI
.,-; 111►�11 III 11 -
NMI �
Al
:EM
��
�o
o�
COST/ SCHEDULE OF GARAGE AT 105 LEACH ST.
DESCRIPTION WEEK OF CITY TIME PRICE EA CITY PRICE
DEMO LABOR 23-Oct 1 DAY 25/HR $ 200.00
20 YARD DUMPSTER RENTAL (CONCRETE) 1 WEEK $ 400.00
JACKHAMMER RENTAL 1 DAY $ 50.00
DUMP LUMBER @ N.S. CARTING $ 100.00
EXCAVATOR RENTAL, GAS, DELIVERY 30-Oct 2 DAYS $ 400.00
WOOD FOR FORMS 1 DAY 1 $ 200.00
#5(5/8) REBAR X 20' LONG 21 17 $ 357.00
#5 REBAR x 30" LONG 8 0.125 $ 17.00
POUR FOOTING 4000PSI 4.82 YD 1 DAY 115+ $ 674.00
BUILD FORMS 2 DAYS
POUR WALLS 4000PS1 12.04 YD 1 DAY 115+ $ 1,618.00
POUR FLOOR 4000PSI 7.92 YD 1 DAY 115+ $ 1,078.00
8X8X16 CORNER SPLITFACE C.M.U. 6-Nov 48 4 $ 192.00
8X8X16 STREACHER SPLITFACE C.M.U. 441 3 $ 1,323.00
LABOR (MASONRY) 6 DAYS $ 2,400.00
TRUSS TYPE REINFORCING WIRE 1 O' LONG 36 2.25 $ 81.00
3/8 DIA REBAR 12" LONG
MORTAR MIX 80 LBS "CON-PROC 3" 5.55
12" LONG 1/2" DIA"J" BOLTS 16 2 $ 32.00
W8X1 5X1 9.5' STEEL BEAMS-GALVANISED 13-Nov 4 1 DAY 337.5 $ 1,350.00
4" DIA LALLY COLUMNS 1 42 $ 42.00
LALLY COL BRKTS (TOP) SIMPSON LCC4.5-4 1 42 $ 42.00
PLYWOOD CDX 1/2"THK 4X8 SHEET(BEAMS) 3 13 $ 39.00
2X8X8 SPF (RIM JOIST IN BEAMS) 20 1 DAY 5.86 $ 117.20
1/2" DIA X 5" CARRIGE BOLT&WASHER/NUT 16 1.9 $ 30.40
HEAVY DUTY JOIST HANGERS 2X8 84 1 DAY 1.1 $ 92.40
1.5" LONG JOIST HANGER NAILS 800
2X8X8 SPF (FLOOR JOIST) 42 1 DAY 5.86 $ 246.12
2X8X8 PT SYP (TRIPPLE SILL PLATE) 24 8 $ 192.00
PLYWOOD 3/4 THK FLOOR (T&G PINE) 15 1 DAY 20 $ 300.00
PLYWOOD 3/4"THK GUSSETTS 20-Nov 8 1 DAY 20 $ 160.00
2X6X8' SPF RAFTERS 56 1 DAY 3.75 $ 210.00
2X12X10' (TRIPPLE RIDGE BEAM) 6 14 $ 84.00
RAFTER HANGERS 28 1 DAY
5/8 PLYWOOD 4X8 ROOF SHEATHING 20 1 DAY 19 $ 380.00
2X6X8' SPF SOLE PLATE 8 3.75 $ 30.00
2X4X8' SPF STUDS 40 1 DAY 2.13 $ 85.20
2X6X8' SPF STUDS 13 3.75 $ 48.75
2X6X8' SPF TOP PLATE 8 3.75 $ 30.00
ICE &WATER SHIELD 3X75=225S.F. ROLL 3 100 $ 300.00
TAR (FELT) PAPER 432 S.F./ROLL 20-Nov 2 16 $ 32.00
ROOF SHINGLES-ARCHITECTURAL 7 2 DAY 63 $ 441.00
TYVEK HOUSE WRAP X WIDE ROLL 495SF Thanksgiving 1 69 $ 69.00
CLABBORD 1DAY
FIBER BOARD UNDERLAY 4X8 SHEET 5 11 $ 55.00
ADHESIVE
RUBBER ROOF 10'X 25' ROLL(NEED 130 S.F.) 1 1 DAY 160 $ 160.00
DRIP EDGE
COVER TAPE ROLL 1 170 $ 170.00
SLEEPERS (2X4X8) @ 16 O.C. 15 2.13 $ 31.95
6"WIDE DECKING (CHOICEDECK 130 S.F.
CABLE RAILING 33 L.F.
GARAGE DOOR 16X7 ELEC LOW HDROOM 27-Nov 1 2000 $ 2,000.00
32X80 WOOD DOOR W/WINDOW 1 180 $ 180.00
32X48 WINDOW 2 180 $ 360.00
24"X 48"X 3/8"THK LEXAN PANEL 1 1 DAY 97 $ 97.00
8'8"X 7'6" CUSTOM BARN DOOR 1 1 DAY 50 $ 50.00
2X12X10 STAIR CUSTOM STRINGER 4-Dec 3 1 DAY 14 $ 42.00
WINDOW DH 3 1 DAY 160 $ 480.00
DOOR 36"X 79" CUSTOM W/WINDOW 1 180 $ 180,00
LOCKSET DOORKNOB 2 25 $ 50.00
WIRE OUTLETS, LIGHTS, SUBPANEL 1 250 $ 250.00
INSULATION R13 88 S.F. ROLL 12 33 $ 396.00
DRYWALL 20
PAINT 1 30 $ 30.00
CARPET 19X17=323 S.F. 323 2 $ 646.00
GAS FIREPLACE 11-Dec $ 1,500.00
HOT TUB $ 4,895.00
TOTAL 1 $25,016.02
Construction Plans
Salem Building Department
Design, Materials and Construction Details for
A Boathouse at 105 Leach Street
Submitted by Owner:
Michael A. Cook
105 Leach Street
Salem,MA OI970
October 20,2006
C=K y
20'-4' GAS, WATER AND ELECTRIC UTILITIES
7ENTER HERE THROUGH PVC PIPE
SET 36' BELOW TOP OF FOUNDATION.
##5 REBAR HORIZONTAL CONTINUOUS
C2 TOP, 2 BOTTOM, & 2 FOOTING)
ENGINEER TO REVIEW SUBSURFACE
FIELD CONDITIONS UPON EXCAVATION.
23'-10° NOTES:
1. CONCRETE 3000PSI MINIMUM STRENGTH.
23'-4' 2. VOLUME OF FOOTING = 130 CU. FT.
3. VOLUME OF WALLS = 325 CU, FT,
4. VOLUME OF 6' THK FLOOR = 214 CU. FT.
5. QTY OF 30' #5 REBAR = 8 PIECES
6, QTY OF 8' #5 REBAR = 51 PIECES
#5 x 30' REBAR @ 16' O.C.
DAVIT BASE DRILLED AND ADHESIVE-SET
3'X3'X6' DEEP - 8' INT❑ EXISTING FOUNDATION WALL
---------------.--------__--___—__ i) _
<- EXISTING SEAWALL -> 1'-4' -
--- --- - NE_
------- ---- -- ----------- - - - ------- ------- - WUCTI
L
3' FROM DAVIT BASE TO BLOCK WAL -
------
20'-4° -CAP-----WALL-----T❑--NEW HE-I-GHT--- ";a
1'-0°--} THIS SURFACE TO 1` ABOVE DAVIT BASE
:•:.
r
4' TO 6'-0'
Michael A. Cook
io6LEACHSTREET,SALEM,MACIWO
L, FOOTING AND FOUNDATION
1 MATERIAL:POURED CONCRETE
2'-0'—h—� DATE: 10-20-2006
SCALE:1/64
20'-0"
2'-0,
�6° 6'-8° I
FILL CORES SOLI
POCKETSJ7 POCKETS — 2'-8' DOOR
'J' BOLTS FOR BEAM 8'-0" FOR BEAM
SEE NOTES
8" -
_ FILL CORES SOLI
24'-0'
4' DIA. LALLY COLUMN 7'-11 " POCKETS 2'-8'
ON CONCRETE PAD FOR BEAM
ILL CORES SOLI
6'-04" 2'-8° 10'-8"
4°
8°
1'-0'
POCKETS —_ FILL CORE SOLI 4'-O"
FOR BEAM
3'-4" �g' DEEP TYP 2'-8"
4'-0" . NOTES:
1)ADD TRUSS TYPE REINFORCING WIRE ON EVERY OTHER COURSE(HORIZ).
' ( I 11 2)ADD#4 REBAR(12"DIA)VERTICALLY WHERE CORES ARE FILLED SOLID.
I I I 3)ADD 12"LONG"J"BOLTS(12"DIA)IN CEMENT PROTRUTING 2"FROM TOP
I COURSE EVERY 32"FOR SILL PLATE ATTACHMENT. ——- -�
cs�nn a .�� nti.�a cou
I I 1 12 COURSES Michael A.Cook Cc'1= 'I L = h��€ ,
I I I OF 8" €1Elfi*44
,IA1s4° 106 LEACH STREET,SALEM,MA 01,970
4'-0' 1 1 ,t
CEMENT BLOCK WALLS:
I I I STRA N M. MATERIAL:8X8X16 SPLITFACE HOLLOW BLOCK
�Na34420 %
DATE: 10-20-2006
�., �.� /3.y •� � SCALE:1/64
A
BEAM SPAN 16'
W8 X 18 X 19-1/2' ISTEEL BEAM
-=vTe= s_�var_� vv�ver--1 ���==raa =_R'" —7�" 2X8
1 II u x it II II 11 1 II it it II II M
I 11 II 11 H II II II 1 II 11 II it II e
n n x n n u u It
n u n u e 5a` 1X6 SPACER
1 11 11 II II 11 11 I 11 II II II II
1 II II It II II II 1 II II 11 II u 10
I II II II 11 It II 11 II it 11 II 11 11
I n n n 11 1111 u 1 n n H n n e BEAM
7'-5 " 1 x x n u n 11 n I u n x u n e 54 W8X18
I n n n n n n u n . x n n n e
I u n u u n H I1 1 n n n n n e
1 n x n n 11(2-� ,I n n n u n
1 II II 11 11 2A8 III—°' L6 I �O�II 11 11 II H 1/2' BOLTS
1 11 11 a II 11 II 11 11 u It 11 If 32' APART &
II II 11 II 11 II 11 1 11 11 It It II
WS 1 1°�-1X2'I SIEEA�1 ;; 24'-0' S , STAGGARED
STIEEWA1L__L__ 17'-6" A
m3'm5��83maHmzcx3
11 it =—It 11-- --If--n-- ROOM 8�
rri.1111111.1;
II II 11 It a 11 H 11 II II H n n n n u x I x 11 11 u ABOVEn n H u x n n 1 u n n u DETAIL A
Hn n n u u n 1 n unISCALE 1:8
u i ii ii ii 6'-0'
7'-56' II 11 1{ n " ° II BEAM SPAN 18'
II 11 11 11 �IIp {yn It ii 1 11 H I u
1 u u x ?X`-II @u1611 O, n u 1 u
1 u n n n u u H 1 n n n I
1 n n n n u n u 1 n u 1
1 n n n u u u n 1 n n u_—___--
I n u n x x n u I u n ur--lr--w 2,_4 ,
u WI ---4�---___--- 211 ST EC__BEANhm,_"w'__m � 1
----- ANDING
----_---- ------------- ------- ----
I 11 n 11 11 It Iii — t 11--n n—ii--u
5'-56' (9 1 L C X @ 16 O. 72'
6'-6' (OPEN DECK)
OVER PITCHED ROOF
, (5) 2X8 HEADER
20'-O', SECTION A-A HEADER SPAN 8'6"
1
A --1+-j 3/4' PLYWOOD SUBFLOOR
�_--2X8 SILL (TOP IS FLUSH W/ TOP OF JOIST)
2X8 JOISTS 16' O.C. StfuctUres North
entmiling If-ItuMeers, Inc.
Michael A. Cook
r
g 10 LEACH STREET,$iLEM,MA 01970
Q' 8T^ i
No.3 y 4=2o FLOOR JOISTS
MATERIAL:SPRUCE I PINE/FIR(S.P.F.)2X8
DATE: 10-20-2006
SCALE:1164
qD" PLYWOOD SHEATHING S�"
1 Ir 1 I I 11 11 r, 1 i 11 II II 1 1 I 11 1
L _JL _ L J IL Jl J
2X6 @ 16' O.C. typ
1' 22 "
1/4' THICK CLEAR POLYCARBONATE
WINDOW (HINGED AT BOTTOM)
7,_5�' " WITH SCREEN (2 PLACES)
2,-6 j'
7'-9 (3) 2X10
Y U U
Jii \ L3 i it\\
\
(2) 2X6 zz. 3 z (2) 2X6 7`-6q'
-----
I -----it-----ir----- `1 6'-64° Y -----it-----
1 11 I I 11 11 1
/ u I R.D.RI n \
Y Y 1
7 II , 1 II II I U U i 11 11 11 it �
5'-0�"
/ 1, , r 11 II 1 ¢
/ „ , 1 11 11 r
(1 II 1 1,
/N 11 I I 11 11 i II II 1 , II 11\ J a
/ II 11 , 1 11 II I I ,I 11 1 , it il \ 3 -9
/ II II 1 1 II 11 I II II , „ II \
1 II II I X X I 11 II I 1 II \
/ II 11 1 1 11 11 1 N N 1 11 11 1 � it 11 `
/ ii ii i 1 n n I 1 n II 1 , rl it `
/ 1 II II 1 1 it 11 I , II 11 �
II It 1 1 11 II 1 I it 11 1 �
i II 11 I 1 11 II \
/ II II 1 11 II 1 I 11 11 1 1 It 11 \
J L--___JL_-_-_J I L_-___J L_____J L_____ __-_JL_----J L____J
_8'-4j° —� - 3'—2'
19'-10j"
NorthEast Wall Elevation-2nd Floor r (+ 5p�p[I gq¢ q
IS I' b et"ares 0�'{orth
M/' �i nP3� l9ie �D`Ee9
Michael A.Cook
WALL CONSTRUCTION, 10LEACHSTREET, SALEW.M 01970
1) 2X6 SOLE & TOP PLATE TYPICAL. I'°J`'`7,
2) 2X6 STUDS 16. O.0 TYPICAL WALL CONSTRUCTION DETAIL
3) R21 FIBERGLASS INSULATION BTW STUDS �ri- -
4) DESIGNED FOR 'STAND-UP' CONSTRUCTION, MATERIAL:AS NOTED
5) USE 3/4' THK PLYWOOD SHEATHING AND
FASTEN WITH 50% GALV. NAILS AND 507 SCREWS - DATE: 10-20-2006
6) ADD TYVEK & CLABBOR➢ SIDING OUTSIDE
7) ADD 1/2' SHEETROCK INSIDE. SCALE:1132
7 56 2'
2'-61q° 7'-96
ao-
-i
i
(3) 2X8 -i
-i
L') 2'-6 0
z z
7 " Y 3'-4'
'-6 Y i
5'-'* 5 7 " a ¢
x x
Cu[ju D
N
i
' L
19'-10�q' 450
_— --�,- -------- 10' SOFFIT
Southwest Wall Elevation-2nd Floor
Struciures North
WALL CONSTRUCTIONS ' '"s;3 t ti+;;)fi 'e"grgnesPid r"
1) 2X6 SOLE & TOP PLATE TYPICAL «' .)O�tN P, 4 Michael A.Cook
2) 2X6 STUDS 16' O.C.
3) R21 FIBERGLASS INSULATION BTW STUDS 106 LEACH STREET,SALEM.MA 01970
4) DESIGNED FOR 'STAND-UP' CONSTRUCTION. L
to.3, 96
5) USE 13/4' THK PLYWOOD SHEATHING AND "1 ; TYPICAL WALL CONSTRUCTION DETAIL
FASTEN.WITH 50% GALV, NAILS AND 50% SCREWS * ' •"
6) ADD :TYVEK & CLABBORD SIDING OUTSIDE. c:;;�`-'' '� MATERIAL:AS NOTED
7) ADD '1/2- S14EETR13CK INSIDE.
DATE: 10-20-2006
SCALE:1132
114'ITCH
135° y \
�--�'' �" PLYWOOD
GUSSETT BRACE - USE ON BOTH
SIDE OF RAFTERS AT HIP
(QTY 26)
17'-5j' io
fV
Plan Frew
S4 uc+u es North
Conomiaing Engineers, Inc.
7'-7'
7 n aw RAFTERS Ls• T
8'-0" 4)FIBERGLASS UNDER SR RTv RAFTERS
° o CVT 3SD)VENTS UNDER I CH IN 8 A STUN RAiiERS
9 04TALL CMTMNS RNFB• SVFTT Vmm
R T HON WALL
MTCH a!RAFTERS VNERE
RESTMS[M VALL
n 18A3S SLOPE A 2 PER FOOT - T� SPMBFi£L
4 R)D6&437WAL SLOPE iS M PER FOR - ED-
A VIFAH 2X6 3/4' LIES W T' cER.ING
WL
IL AMI CO 3AG TIC PLYAM
6' 1& ADD RDWM T�i�ASP WATT "CUS.
18.435° Michael A.Cook
6'-71q` 1M LEACH STREET,SALEM.MA 01970
63.435° ROOF CONSTRUCTION DETAIL
MATEMAL:AS NOTED
DATE: 10-20.2006
NorthEast Wall Elevation I
SCALE:
�2 0
1'-4° PITCH 2 _ip"
135° y \
PLYWOOD
g
um GUSSETT BRACE - USE ON BOTH
m SIDE OF RAFTERS AT HIP
tO Lu 17'-5 ' CQTY 26)
0
m �
O
N N
1'-4h" 4'-2
Plan View
--��j
7,-7' -{ 2X6 COLLAR TIE - USE ON ONE
7� SIDE OF RAFTERS FOR A 7'
CEILING,
(QTY 14)
tv A S
rR
V
4i2"
6" STRUC LhRAL
w ' No w d SEi u�Ctures North
9' 7'-4 ' 18,435° &�Itu D Engineers Inca
6'-7 ° <4'I PITCH) 4 b Michael A.Cook
2 TRLPPI.ET Rmff SEAM' 105 LEACH STREET:SALEM,MA 01970
2)FIBERGLASS
IB RKTESS I6. TM
63.435° 4)FIiiR EXTS ANDER N TI RK7ERs
u ran vI C TINOU 1NSlR. % S RT I RAFTERS
C24;12 PITCH) 9 CUT BIR CONTII WS CHI x sosS VENTS ROOF CONSTRUCTION DETAIL
w art maRsmllnL NmcN w RAFTERS WERE
��ON WAIL MATERIAL:AS NOTED
1'-4° 7) NL435' SLOPE IS 4' PER FOOT-TOP GAMBREL
e)63.435•SLOPE IS 24'PER{TUT - SIDEC
%INSTALL 2%6 COLIAR TIES FOR 7' CEU34
IL ADOEA I=COVERAGETICE i VATER SNIELB DATE: 10-20-2006
NorthEast Wall Elevation IZ.AOO ROOFING FELT 6 ASPNA LT RUULM SCALE:1/50
" THK RISER TYP
�2 -7"�� TREAD TYP1" NOSING
2nd FLOOR
------- 7J" 8" RISE
I
I
10" TREAD
i
L _1
7 -8"
I
I
----- ----- �- 9" TYP
1
if
7j" TYP
FLOOR SLAB 98"—_4
V-21"
22 11�"
8'-114"
ers� e North
'
ne
' Michael A.Cook
STrrJCT PAL _>
105 LEACH STREET,.SALEM,MA 01970
1,
Z`� ' STAIR STRINGERS
>�
MATERIAL:SPRUCE!PINE!FIR(S.P.F.)2X72
DATE: 10-20-2006
SCALE:1!64
NMI
i:il��li'iiiiii�i�il1111�111�i''■■■■■■■■■■■ ■
IOI III■I- 11 I■
1�1 IIIII NMI IIIII ---------�
NMI IIIII ! ri
NMI I III r
NMI 6�■�
NMI Illii' rJ�-/
NMINMI
IIIIII! 11 �I►i Ilia,
1�1_ IIIII ���/CI.��� ►.�
NMI 11130,N
ILMI , _
;ii.�i III►�III�11 I I
fir
� �� �
0
o�
COST/SCHEDULE OF GARAGE AT 105 LEACH ST.
DESCRIPTION WEEK OF QTY TIME PRICE EA QTY PRICE
DEMO LABOR 23-Oct 1 DAY 25/HR $ 200.00
20 YARD DUMPSTER RENTAL (CONCRETE) 1 WEEK $ 400.00
JACKHAMMER RENTAL 1 DAY $ 50.00
DUMP LUMBER Q N.S. CARTING $ 100.00
EXCAVATOR RENTAL, GAS, DELIVERY 30-Oct 2 DAYS $ 400.00
WOOD FOR FORMS 1 DAY $ 200.00
#5 (5/8) REBAR X 20' LONG 21 17 $ 357.00
#5 REBAR x 30"LONG 8 0.125 $ 17,00
POUR FOOTING 4000PS1 4.82 YD 1 DAY 115+ $ 674.00
BUILD FORMS 2 DAYS
POUR WALLS 4000PSI 12.04 YD 1 DAY 115+ $ 1,618.00
POUR FLOOR 4000PSI 7.92 YD 1 DAY 115+ $ 1,078.00
8X8X16 CORNER SPLITFACE C.M.U. 6-Nov 48 4 $ 192.00
8X8X16 STREACHER SPLITFACE C.M.U. 441 3 $ 1,323.00
LABOR(MASONRY) _ 6 DAYS $ 2,400.00
TRUSS TYPE REINFORCING WIRE 10' LONG 36 2.25 $ 81.00
3/8 DIA REBAR 12" LONG
MORTAR MIX 80 LBS"CON-PROCO" 5.55
12" LONG 1/2" DIA"J" BOLTS 16 2 $ 32.00
WBX15X19.5'STEEL BEAMS -GALVANISED 13-Nov 4 1 DAY 337.5 $ 1,350.00
4"DIA LALLY COLUMNS 1 42 $ 42.00
LALLY COL BRKTS (TOP) SIMPSON LCC4.54 1 42 $ 42.00
PLYWOOD CDX 1/2"THK 4X8 SHEET(BEAMS) 3 13 $ 39.00
2X8X8 SPF RIM JOIST IN BEAMS) 20 1 DAY 5.86 $ 117.20
1/2" DIA X 5" CARRIGE BOLT&WASHER/NUT 16 1.9 $ 30.40
HEAVY DUTY JOIST HANGERS 2X8 84 1 DAY 1.1 $ 92.40
1.5" LONG JOIST HANGER NAILS 800
2X8X8 SPF(FLOOR JOIST) 42 1 DAY 5.86 $ 246.12
2X8X8 PT SYP (TRIPPLE SILL PLATE) 24 8 $ 192.00
PLYWOOD 3/4 THK FLOOR (T&G PINE) 15 1 DAY 20 $ 300.00
PLYWOOD 3/4"THK GUSSETTS 20-Nov 8 1 DAYF3.76
$ 160.00
2X6X8'SPF RAFTERS 56 1 DAY $ 210.00
2X12X10'(TRIPPLE RIDGE BEAM) 6 $ 84.00
RAFTER HANGERS 28 1 DAY
5/8 PLYWOOD 4X8 ROOF SHEATHING 20 1 DAY $ 380.00
2X6X8' SPF SOLE PLATE 8 $ 30.00
2X4X8' SPF STUDS 40 1 DAY $ 85.20
2X6X8' SPF STUDS 13 $ 48.75
2X6X8' SPF TOP PLATE 8 3.75 $ 30.00
ICE &WATER SHIELD 3X75=225S.F. ROLL 3 100 $ 300.00
TAR (FELT)PAPER 432 S.F./ROLL 20-Nov 2 16 $ 32.00
ROOF SHINGLES-ARCHITECTURAL 7 2 DAY 63 $ 441.00
TYVEK HOUSE WRAP Y WIDE ROLL 495SF Thanksgiving 1 69 $ 69.00
I
CLABBORD 1DAY
FIBER BOARD UNDERLAY 4X8 SHEET 5 11 $ 55,00
ADHESIVE
RUBBER ROOF 10'X 25' ROLL(NEED 1$0 S.F.) 1 1 DAY 160 $ 160.00
DRIP EDGE
COVER TAPE ROLL 1 170 $ 170.00
SLEEPERS(2X4X8) @ 16 O.C. 15 2.13 $ 31.95
6"WIDE DECKING (CHOICEDECK) 130 S.F.
CABLE RAILING 33 L.F.
GARAGE DOOR 16X7 ELEC LOW HDROOM 27-Nov 1 2000 $ 2,000.00
32X80 WOOD DOOR W/WINDOW 1 180 $ 180.00
32X48 WINDOW 2 180 $ 360.00
24"X 48"X 3/8"THK LEXAN PANEL 1 1 DAY 97 $ 97.00
8'8"X 7'6"CUSTOM BARN DOOR 1 1 DAY 50 $ 50.00
2X12X10 STAIR CUSTOM STRINGER 4-Dec 3 1 DAY 14 $ 42,00
WINDOW DH 3 1 DAY 160 $ 480.00
DOOR 36"X 79"CUSTOM W/WINDOW 1 180 $ 180.00
LOCKSET DOORKNOB 2 25 $ 50.00
WIRE OUTLETS, LIGHTS, SUBPANEL 1 250 $ 250.00
INSULATION R13 88 S.F. ROLL 12 33 $ 396.00
DRYWALL 20
PAINT 1 30 $ 30.00
CARPET 19X17=323 S.F. 323 2 $ 646.00
GAS FIREPLACE 11-Dec $ 1,500,00
HOT TUB $ 4,895.00
TOTAL $25,016.02
Construction Plans
Salem Building Department
Design,Materials and Construction Details for
A Boathouse at 105 Leach Street
Submitted by Owner:
Michael A. Cook
105 Leach Street
Salem,MA 01970
October 20, 2006
9�
21'-4•
20'-4' GAS, WATER AND ELECTRIC UTILITIES
ENTER HERE THROUGH PVC PIPE
SET 36' BELOW TOP OF FOUNDATION.
#5 REBAR HORIZONTAL CONTINUOUS
(2 TOP, 2 BOTTOM, & 2 FOOTING)
ENGINEER TO REVIEW SUBSURFACE
FIELD CONDITIONS UPON EXCAVATION.
23'-10' NOTESi
1. CONCRETE 3000PSI MINIMUM STRENGTH,
23'-4' 2. VOLUME OF FOOTING = 130 CU. FT,
3. VOLUME OF WALLS = 325 CU, FT.
4. VOLUME OF 6' THK FLOOR = 214 CU. FT,
5. QTY OF 30' #5 REBAR = 8 PIECES
6, QTY OF 8' #5 REBAR = 51 PIECES
#5 x 30' REBAR @ 16' O.C.
DAVIT BASE DRILLED AND ADHESIVE—SET
3'X3'X6' DEEP __ 8' INT❑ EXISTING FOUNDATION WALL
r----
1 q
C
------------
..
L
C— EXISTING SEAWALL —) 1'-4' ;'
------- --20'-4' CAP WALL T❑ NEW HEIGHT--- -- ------ ----- -- -- ---------------------- R�� l
3' FROM DAVIT BASE TO BLOCK WALL a `^
1'-0' �{ THIS SURFACE TO 1' ABOVE DAVIT BASE
4' TO 6'-0' s`
Michael A. Cook
106 LEACH STREET,SALEK MA0'1 WO
FOOTING AND FOUNDATION
MATERIAL POURED CONCRETE
DATE: 10-20-2006
SCALE:1/64
20'-0°
6, 6 8' I
2i_Oa
FILL —1 S SOLI
POCKETS POCKETS //f2'-8' DOUR
'J' BOLTS FOR BEAM 8'-0° FOR BEAM
SEE NOTES
8' -
_ FILL CORES SOLI
24'-0'
4' DIA, LALLY COLUMN 7'-Ii ° POCKETS 2'-8'
ON CONCRETE PAD FOR BEAM
ILL CORES SOLE
6'-0j'
2'_8'
4°
POCKETS FILL CORES SOLID
FOR BEAMCEI
1— —2'-0'3'-4' 8' DEEP TYP 2'-8'L
4 -0° NOTES:
1)ADD TRUSS TYPE REINFORCING WIRE ON EVERY OTHER COURSE(HORIZ).
2)ADD#4 REBAR(1/2'DIA)VERTICALLY WHERE CORES ARE FILLED SOLID.
I I I 3)ADD 12-LONG'J'BOLTS(VT DIA)IN CEMENT PROTRUTING 2"FROM TOP
I COURSE EVERY 32'FOR SILL PLATE ATTACHMENT -
cw.u� � uSN5 EAll
I 12 COURSES Li:r E'1gtno' �nC.
I I I OF 8' €ER"ut° Michael A.Cook zw
M i t 105LEACHSTREET, SAfEM.MA M
4'-0' I I
I I I HN M. CEMENT BLOCK WALLS:
I I I rAFW
STR MATERIAL:8X8X16 SPLITFACE HOLLOW BLOCK
�9'-4' 8'-8' R0.--- 1 ,1 �Na3an2D i
DATE: 10-20-2006
e. . •��..�+Z.:/.,.;!;x SCALE:1164
A --�
BEAM SPAN 16'
W8 X 18 X 19-1/2'ISTEEL BEAM
---------------------------------------------
1 N u u N n u u �n u u n u n 07 2X8
I n n u u n u u l u n u n u a
I n u n a n n n l u u u n u a 54
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I n n u n n u N I n n n n n 112' BOLTS
I it II n ,1 11 11 II II it If 11 11 32' APART &
11 11 N 11 11 11 N I 1, It II 11 11 1 24'-0'
11 I8 �( 1 1�-1X2'; SEE $EA1 ;; 5 , STAGGARED
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ROOM 8
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SCALE 1:S
n u 7'-5 ° 11 11 II 11 11 11 II II I It 11 BEAM SPAN 18'
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5'-5j' (9 1 L C.
X @ 16 O, 72'
6'-6" (OPEN DECK)
❑VER PITCHED ROOF
1 (5) 2X8 HEADER
20'-0°�— --�I SECTION A-A HEADER SPAN 8'6'
1
A -�+J 3/4' PLYWOOD SUBFLOQR
/_— 2X8 SILL (TOP IS FLUSH W/ TOP OF JOIST)
ii —2X8 JOISTS 16' O;C. S1gruc1ures North
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Michael A.Cook
10 LEACH STREET,9ALEM,MAQ7a70
4l.h "F' IE -
81 .E FLOOR JOISTS
MATERIAL:SPRUCE/PINE 1 FIR(S.P.F.)2X8
DATE: 10-20-2006
SCALE:1/64
" PLYWOOD SHEATHING �5j"
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2X6 @ 16' ❑,C. typ
1 22 °
1/4' THICK CLEAR POLYCARBONATE
WINDOW (HINGED AT BOTTOM)
7' Sj' WITH SCREEN (2 PLACES)
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I- 19'-10j'
NorthEast Wall Elevation-2nd Floor
Sluuctu-ss North
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Michael A.Cook
WALL CONSTRUCTIONr 105 LEACH STREET,SALEM,MA 01970
1) 2X6 SOLE & TOP PLATE TYPICAL. 4 r"�`"^``
2) 2X6 STUDS 16. O.C. TYPICAL WALL CONSTRUCTION DETAIL
3) R21 FIBERGLASS INSULATION BTW STUDS s
4) DESIGNE➢ FOR 'STAND-UP' CONSTRUCTION. `'.. -' .' - . MATERIAL:AS NOTED
5) USE 3/4' THK PLYWOOD SHEATHING AND
FASTEN WITH 50% GALV. NAILS AND 507 SCREWS DATE: 10-20-2006
6) ADD TYVEK & CLABB13RD SIDING OUTSIDE
7) ADD 1/2' SHEETROCK INSIDE. SCALE:1132
7'-56' 2'
as
(3) 2X8
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-------------- --------------- ------------ -
19'-10' 45°
10' SOFFIT
SouthWest Wall Elevation-2nd Floor
Structures North
'a^ j9 i a e.es 0i
WALL CONSTRUCTIOW
1) 2X6 SOLE & TOP PLATE TYPICAL JOyN P.^. `� MIChe@I A.Cook
2) 2X6 STUDS 16' O.C.
3) R21 FIBERGLASS INSULATION BTW STUDS ' 105 LEACH STREET, $4LEA1,MA OtWO
4) DESIGNED FOR 'STAND-UP' CONSTRUCTION. FJ�13 '
5) USE 1
..3/4' TW PLYWOOD SHEATHING AND i ht, 2C „ TYPICAL WALL CONSTRUCTION DETAIL
FASTEN;WITH 507 GALV. NAILS AND 507 SCREWS , ` MATERIAL:AS NOTED
6) ADDITYVEK & CLABBORD SIDING OUTSIDE.
7) ADD d/2- SHEETROCK INSIDE.
DATE: 10-20-2006
SCALE:V 32
2'-0'
_L
1'-4' PITCH 2'-10'
135° y
�----" �° PLYWOOD
GUSSETT BRACE - USE ON BOTH
SIDE OF RAFTERS AT HIP
(QTY 26)
17'-5�' IO
CV •�:: JOF � v.,,
Plan View
StrucNurss North
Con,cling Engineers, Inc.
7'-7'
3'-3j' gp�rmisTRutTm�,�,R �Fn
U TRIDPLE T RIDGE DEAN.
7 3)FO RAFTERS Ib•AT
8'-0° 3)AN VCWS KMRMI DTV RATTERS.
. 0 ADD YEMS UNDER TCH N RA r RATTERS.
9 DWALL CQITRUUS SUM ►-SOTTR VENTS
i CUT BDt05MDUTN NDTCN W RATTERS WERE
7)16,4G ON WALL
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7'-4�'
18.435° Michael A.Cook
6'-7 j° 105 LEACH STREET,SALEM.MA 019M
63.435° ROOF CONSTRUCTION DETAIL
MATERIAL:AS NOTED
DATE: 10
NorthEast Wall Elevation Ii I 0 2006
1'-4' PITCH 2'_10°
4 -5�\
135° y \
PLYWOOD
g
GUSSETT BRACE - USE ON BOTH
pp SIDE OF RAFTERS AT HIP
tO w 17'-5 ' (QTY 26)
N X rl "
N 1j
.M.
1'-4b' 4'-2"--1
Plan View
7,-7' 2X6 COLLAR TIE - USE ON ONE
7h' SIDE OF RAFTERS FOR A 7'
CEILING.
_ (QTY 14)
4j' 9�tt µ ryry North
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7'-4�' C'C�nsufting Engineers, Inc.
9'-1j' 18,435'
1 (4112 PITCH) 1 = Michael A. Cook
6'-7a° ll RWLE lEAR 0 an RAFTERS 16' 105 LEACH STREET, SALEAI,MA01970
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63,435' 33 TiRELRaAas ReTAATmn aATT
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(24112 PITCH) 9 DWALL CMffV 6 RIDGE L SOFFIT VERTS ROOF CONSTRUCTION DETAIL
6)arr ER9SHMn MM04 IN RATTERS WHERE
RESTIRO a WALL MATERIAL:AS NOTED
7) Laws• SLOPE IS 4•FER FWT -TOP OAIDNEL.
R>634W SUPS LS 24'PER FOOT - SIDM
w MTAu V6 CQA AR Tar FOR 7•CEO.OIG.
IL ADDADDiWX CaMAGE VX a WATER SFML DATE: 10-20-2008
Nort6East Wall Elevation La.ADD ROWM FELT 6 ASPHAU_T SIRNaES SCALE:1/50
' THK RISER TYP
�2 -7'�� TREAD TYP1' NOSING
2nd FLOOR
------ 7j< 8" RISE
L 1
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----- -----
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FLOOR SLAB 9j" I
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H . $i1"JCT ani Michael A. Cook
IW5 CHSTREET, SAIEM,M 01070
'"A• 5�'�� STAIR STRINGERS
y 6,,•,aa�g a'`` MATERIAL:SPRUCE/PINE/FIR(S.P.F.)2X12
DATE: 10-20-2006
SCALE:l/64
1�1 IIIII' -
_ _ - 11 I■
NMI IIIII NMI IIIII ---------�
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COST/SCHEDULE OF GARAGE AT 105 LEACH ST.
DESCRIPTION WEEK OF CITY TIME PRICE EA CITY PRICE
DEMO LABOR 23-Oct 1 DAY 25/HR $ 200.00
20 YARD DUMPSTER RENTAL (CONCRETE) 1 WEEK $ 400.00
JACKHAMMER RENTAL 1 DAY $ 50,00
DUMP LUMBER 9 N.S. CARTING $ 100.00
EXCAVATOR RENTAL, GAS, DELIVERY 30-Oct 2 DAYS $ 400.00
WOOD FOR FORMS 1 DAY $ 200.00
#5(5/8) REBAR X 20' LONG 21 17 $ 357.00
#5 REBAR x 30" LONG 8 0.125 $ 17.00
POUR FOOTING 4000PSI 4.82 YD 1 DAY 115+ $ 674.00
BUILD FORMS 2 DAYS
POUR WALLS 4000PSI 12.04 YD 1 DAY 115+ $ 1,618.00
POUR FLOOR 4000PSI 7.92 YD 1 DAY 115+ $ 1,078.00
8X8X16 CORNER SPLITFACE C.M.U. 6-Nov 48 4 $ 192.00
8X8X16 STREACHER SPLITFACE C.M.U. 441 3 $ 1,323.00
LABOR (MASONRY) 6 DAYS $ 2,400.00
TRUSS TYPE REINFORCING WIRE 10' LONG 36 2.25 $ 81.00
3/8 DIA REBAR 12" LONG
MORTAR MIX 80 LBS "CON-PROCO" 5.55
12" LONG 1/2" DIA"J"BOLTS 16 2 $ 32.00
W8X15X19.5' STEEL BEAMS -GALVANISED 13-Nov 4 1 DAY 337.5 $ 1,350.00
4"DIA LALLY COLUMNS 1 42 $ 42.00
LALLY COL BRKTS (TOP) SIMPSON LCC4.5-4 1 42 $ 42.00
PLYWOOD CDX 1/2"THK 4X8 SHEET(BEAMS) 3 13 $ 39.00
2X8X8 SPF (RIM JOIST IN BEAMS) 20 1 DAY 5.86 $ 117.20
1/2" DIA X 5"CARRIGE BOLT&WASHER/NUT 16 1.9 $ 30.40
HEAVY DUTY JOIST HANGERS 2X8 84 1 DAY 1.1 $ 92.40
1.5"LONG JOIST HANGER NAILS 800
2X8X8 SPF FLOOR JOIST 42 1 DAY 5.86 $ 246.12
2X8X8 PT SYP (TRIPPLE SILL PLATE) 24 8 $ 192.00
PLYWOOD 3/4 THK FLOOR (T&G PINE) 15 1 DAY 20 $ 300.00
PLYWOOD 3/4"THK GUSSETTS 20-Nov 8 1 DAY 20 $ 160.00
2X6X8' SPF RAFTERS 56 1 DAY 3.75 $ 210.00
2X12X10' (TRIPPLE RIDGE BEAM) 6 14 $ 84.00
RAFTER HANGERS 28 1 DAY
618 PLYWOOD 4X8 ROOF SHEATHING 20 1 DAY 19 $ 380.00
2X6X8'SPF SOLE PLATE 8 3.75 $ 30.00
2X4X8' SPF STUDS 40 1 DAY 2.13 $ 85.20
2X6X8' SPF STUDS 13 1 3.75 $ 48.75
2X6X8'SPF TOP PLATE 8 3.75 $ 30.00
ICE&WATER SHIELD 3X75=225S.F. ROLL 3 100 $ 300.00
TAR (FELT) PAPER 432 S.F./ROLL 20-Nov 2 16 $ 32.00
ROOF SHINGLES-ARCHITECTURAL 7 2 DAY 63 $ 441.00
TYVEK HOUSE WRAP T WIDE ROLL 495SF Thanksgiving 1 69 $ 69.00
CLABBORD 1 DAY
FIBER BOARD UNDERLAY 4X8 SHEET 5 11 $ 55.00
ADHESIVE
RUBBER ROOF 10'X 25' ROLL(NEED 130 S.F.) 1 1 DAY 160 $ 160.00
DRIP EDGE
COVER TAPE ROLL 1 170 $ 170.00
SLEEPERS(2X4X8) @ 16 O.C. 15 2.13 $ 31.95
6"WIDE DECKING CHOICEDECK 130 S.F.
CABLE RAILING 33 L.F.
GARAGE DOOR 16X7 ELEC LOW HDROOM 27-Nov 1 2000 $ 2,000.00
32X80 WOOD DOOR W/WINDOW 1 180 $ 180.00
32X48 WINDOW 2 180 $ 360.00
24"X 48"X 3/8'THK LEXAN PANEL 1 1 DAY 97 $ 97.00
8'8"X 7'6"CUSTOM BARN DOOR 1 1 DAY 50 $ 50.00
2X12X10 STAIR CUSTOM STRINGER 4-Dec 3 1 DAY 14 $ 42,00
WINDOW DH 3 1 DAY 160 $ 480.00
DOOR 36"X 79"CUSTOM W/WINDOW 1 180 $ 180.00
LOCKSET DOORKNOB 2 25 $ 50.00
WIRE OUTLETS, LIGHTS, SUBPANEL 1 250 $ 250.00
INSULATION R13 88 S.F. ROLL 12 33 $ 396.00
DRYWALL 2=j $25,.0 .
PAINT 30.00
CARPET 19X17=323 S.F. 3 $ 646.00
GAS FIREPLACE 11-Dec $ 1,500,00
HOTTUB $ 4,895.00
TOTAL02
Pest Control Service Agreement
2974
DENNIS THE NIENNIS PEST CONTROL CO., INC.
TERMITE &CARPENTER ANT SPECIALISTS
1-800-649-3028
WOBURN LOWELL BOSTON LYNN PEABODY NEWTON LAWRENCE
935-DEAD 459-2950 576-1038 592-0023 532-3443 332-5853 689-0697
CUSTOMER SERVICE LOCATION
IS%M 9ke
C.
STREET �\ 11 •
CITY,STATE.nd ZIP - - - PERSON TO BE CONTACTED - SERVICE PHONE
PHONE - TYPE OF PP;?�51OEESEF CEED -
DATE SERV E BE S EXPIRATION DATE I. _-l. ` RENEWAL SERVICE TO BE PERFORMED
Q a)3 ❑ ❑ MONTHLY ❑ QUARTERLY ❑ OTHER
PESTS TC7 BE CONTROLLED ----------------
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SPECIAL INSTRUCTIONS r1 f
TERMS AND CONDITIONS:
SERVICE GUARANTEE:We agree to apply chemicals to control above-named pests in accordance with terms and conditions of this Service Agreement.
All labor and materials will be furnished to provide the most efficient pest control and maximum safety required by federal,state and city regulations.
ANNUAL
AGREEMENTCHARGE $ - pp
6Y \n1�3 �lP�c
DATE
INITIAL SERVICE CHARGE $
W COMPANY (AUTRORIZE SIGNATUR
I � J� � t
MONTHWOUARTERLY PAYMENTS $ FOR Lk L-4*— (3M6
CUSTOMER DATE
(AUTHORIZED SIGNANREI
$