36-403 (8) BP 2022-0996
54 EMERSON WAY COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot: •
36-403-001 CITY OF NORTHAMPTON
Permit: Acc Structure
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
BUILDING PERMIT
Permit # BP-2022-0996 PERMISSION IS HEREBY GRANT I TO:
Project# GAZEBO Contractor: License:
Est. Cost:
Const.Class: Exp.Date:
Use Group: Owner: TOLL LIBERTI,RITA& GERTRUDE :
Lot Size (sq.ft.)
Zoning: SR Applicant: TOLL LIBERTI,RITA &GERTRUDE B
Applicant Address Phone: Insurance:
54 EMERSON WAY
FLORENCE, MA 01062
ISSUED ON:08/18/2022
TO PERFORM THE FOLLOWING WORK:
GAZEBO
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter: Footings:
Rough: Rough: House# Foundation:
Final: Final: Final: Rough Frame:
Gas: Fire Department Driveway Final: Fireplace/Chimney:
Rough: Oil: Insulation:
Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIO • TION OF
ANY OF ITS RULES AND REGULATIONS.
Signature:
Fees Paid: $30.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Office of the Building Commissioner
3U r 403
City of Northampton
�??yyot YYAAgp
'if Massachusetts
4 R-- ' r,EPARMENT OF BUILDING INSPECTIONS !�
�"^ _ 212 in Street • Municipal Building R, ,S.v A. E+V E D
Northampton, MA 01060 slki
AUG 1 6 2022 AUG 1 6 2C22
DEPT.OF BUILDING Iv INSPECTIONS 1 02:0? DEPT OF p ILDIN,
NORTHAMPTON.MA 01060 NORTHA PTONINSPECTIONS
'ACCESSORY STRUCTURE PERMIT APPLICATION
(For freestanding structures less than 200 sq.ft., at least 5 feet from any other structure)
Check# /;5
1-
TYPE
OR PRINT ALL INFORMATION
1. Name of Applicant: Seri-4 d c To I( `1 ?f 7N a Liter"l
5y Elucr5° 15k0. 9)`f•V) �1'1 a2 570-L/i't-
Address: Telephone: �336
2. Owner of Property: 6 , rK d L TO 1 l .1f l—I e-v/L
Address: 1J if E e-co . �a'�j Telephone:570.9 !'-O 1 it 1 ti /V 233 4
3. Status of Applicant: Owner Contractor
4. Structure Location: )(.%c--le- J 4 k'w[C vs,- �- Wc2j
O
34.yo3.°pl
Parcel ID: Zoning Map# Parcel # District(s)
(TO BE FILLED IN BY THE BUILDING DEPARTMENT)
5. Use of Property: Single or Two Family: Multifamily: Commercial:
6. Description of Proposed Structure: S'Cret'L€-1 04 2c bD. (s'( G pieck S)
One Story Shed under 200 sq.ft.: Freestanding Deck under 200 sq.ft.,less than 30"above grade:
nn SIZE OF STRUCTURE: B)X IO 1 /►
Other(describe): '�CCG/ ,wlav' Stiny�d ggL F'
CSO • /wog d vvf Mc. 'v'f
7. Attached Plans: Sketch Plan Site Plan ir Plot Plan
8. Does the site contain a brook, body of water or wetlands? NO Ir DON'T KNOW YES
IF YES: Has a permit been, or need to be, obtained from the Conservation Commission?
Needs to be obtained Obtained , Date issued
CONTINUED ON NEXT PAGE
9. ALL INFORMATION MUST BE COMPLETED; PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION.
This column to be filled in by
the Building Department
Existing Proposed Required by Zoning
Lot size
Frontage N/A N/A N/
Front:
Setbacks: Side:
Rear:
Height
% Open space:
(Lot area minus bldg and
paved parking)
10.Certification: I hereby certify that the information contained herein is true and accurate to
the best of my knowledge.
DATE: �� ��� APPLICANT'S SIGNATURE r Cam von O U
Zt>Zv
NOTE: Issuance of a permit does not relieve an applicant's burden to comply with all zoning requirements
and obtain all required permits from the Conservation Commission, Department of Public Works and other
applicable permit granting authorities
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GENERAL NOTES
8'x 10' Rectangle Wood Gazebo All notes do not necessarily apply due to different requirements on each
project.This plan is intended to reflect only the structural design of this WOOD
building.The contractor shall review all applicable local,state,and 1.General Requirements
federal building codes prior to the start of construction to ensure building
conformance.Timber Tech Engineering,Inc.is not responsible for A.Structural wood members and connections shall be of sufficient size
information pertaining to this project if not shown on drawings or listed or capacity to carry all design loads without exceeding the allowable
below. Revisions to the plans shall be approved by engineer of record, design values specified in"The National Design specification for
Wood Construction"(NDS),2005 edition,and its'Supplemenr by the
American Forest and Paper Association(AF&PA).
DESIGN REQUIREMENTS B.Wood members used for load supporting purposes shall have the grade
1.Governing Code: mark of a lumber grading agency certified by the American Lumber
Including,not limited to:IBC 2009 Standards Committee.
2.Dead Loads: 2.Dimension Lumber
A.Roof 5 psf A.All lumber species,graded visually or mechanically,shall comply with the NDS
B.Floor 10 psf by AF&PA,and the"American Softwood Lumber Standard"(PS 20-94)by the U.S.
This drawing is the property of Country Lane Woodworking, LLC, C.Other n/a psf Department of Commerce.
provided by Timber Tech Engineering, Inc.and reproduction,alteration 3.Live Loads: B.The minimum grade and species for posts,beams,headers,and other primary
A.Roof(See also note#4) 40.3 psf structural members shall be Dense Select Structural Southern Pine,unless specified otherwise.
or use of this drawing without the written consent of Country Lane B.Floor 40 psf C.Lumber used for secondary framing shall be#1 Southern Yellow Pine(SYP)or better.
C.Other n/a psf D.Structural glued laminated timber shall conform withthe"AmericanNationalStandard
Woodworking, LLC is prohibited. Drawings shall not be scaled to
4.Snow Loads. Specification for Structural Glued Laminated Timber ANSI/AITC 117-2004.
obtain dimensions. The contractors and builders involved on this A.Ground Snow(Pg) 60 psf E.Mechanically laminated columns shall conform with ANSI/ASAE EP 559.
projectB.Flat Roof Snow(Pf) 40.3 psf 3.Pressure Preservative Treatment(PPT)
shall verify all dimensions and conditions before starting work
C.Snow Exposure Factor(Ce) 1.0 A.Pressure treatment to be performed according to the American Wood Protection
and any discrepancy shall be reported to the engineer in writing before D.Snow Load Importance Factor(I) 0.8 Association(AWPA)standards for use category 3B(above ground exposed).
Starting work. E.Unbalanced Snow B.Pressure treated members shall have the inspection mark of an agency accredited by the
i. Windward Roof 0 psf American Lumber Standards Committee.
ii. Leeward Roof 48 psf C.Preservative: Ammonia Copper Quaternary ammonia(ACQ)or Copper Boron Azole(CBA)
5.Wind Load D.Treat indicated items and the following:
A.Basic Wind Speed(V) 146 mph(HVHZ) 1.Wood members exposed to weather or insect infestation.
B.Wind Load Importance Factor(I) .77 2.Wood members in direct contact with earth or concrete.
C.Wind Exposure Category C 3.Wood members exposed to high moisture content(>19%for dimension lumber,>16%for glued
D.Enclosure Category Open laminated timber).
E.Components and Cladding: •60 psf/-80 psf 4.Wood members less than 12 inches above grade.
6.Earthquake Design Data: E.Field treat newly exposed wood where cutting,drilling or notching pressure treated lumber.
(Analysis based on equivalent lateral force procedure) F.All bolts used in double rafters shall be stainless steel or hot-dipped galvanized as per ASTM
A. Spectral Response Acceleration A153-01a. All other metal fasteners used in treated wood shall be stainless steel,hot-dip
at 1 sec,S 0.224 galvanized as per ASTM A153-01a,or other coating approved by fastener manufacturer for
B. Spectral Response Acceleration at short use in treated wood.
periods,S 0.345 4.Connections shall be designed and constructed according to the NDS by AF&PA and shall
C. Seismic Use Group 1 conform to the following.
Drawing Index D. Occupancy Importance Factor,I 1.0 E. Site Class D A.The minimum connection shall be two 12 penny nails,or as detailed on the drawings.
B.Other connections as per standard construction practice.
F. Seismic Design Category D C.Angles,plates,and other miscellaneous connection material to be ASTM A-36 with a minimum
Page 1 - Elevation, Post Layout Plan G. Basic Structural System yield strength of 36.000 psi,unless noted otherwise.
Cantilevered Column:Timber Frame
H. Response Modification Factor(R) 1.5
Deflection Amplification Factor(Cd) 1.5
Page 2 - Floor Framing Plan
Page 3 - Roof Framing
Page 4 - Cross Section Design Reaction Chart
8 - Details Is Max.uplift at column base 500 Ibs
Page 5
Max.downward force at 1000 lbs
ALTERNATIVE ROOFING: column base
The 1x6 T and G#1 SYP decking and asphalt shingles Max.shear at column base 100 Ibs
may be replaced by 1x4 purtins @ 8"o/c and 24"long
cedar shakes in areas of up to 60 psf ground snow load 'Reactions from floor loading not included. Floor framing
and 120 mph wind(wind speed subject to local members are assumed to be continuously supported by a
jurisdiction approval). concrete or gravel pad or other support structure.
TTE DRAWING NUMBER.Eo19-12
JOB NUMBER:E019-12 PROJECT: STANDARD PLANS FOR 8'xl0' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
RECTANGLE WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAGE:1 OF B shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
12
12 5.75r—
s.75 1-
11i■1■I■I•Iu LI■I■I■I■1111 11■1■I■II■II �I■I■I■i■11� 11■I■I■11
ruM is
Side Elevation NTS Front Elevation NTS
i 4'-33/6" 1 I 4'-3 j6" 1 4x4 post
c0 M
in 77, in
FL
:� :�
e rh
r ® ® I®
2'-8/8" 3'-8%8" 2'-83/8"
Post Layout Plan NTS
JOB NUMBER:E019-12 PROJECT:STANDARD PLANS FOR 8'x10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
RECTANGLE WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAGE:2 OF 8 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
Atli
9'-7%2,, Xi
E — I 2x6 floor joist,24"o/c,typical
ea--' (2)2x6 floor joist,fasten
together w/e"f10 bolts 4'o/c
4x4 post
2x4x16"bearing
block, below
2x6 skirt board
I 2x6 backer board
Floor Framing Plan NTS
Kit Unit
JOB NUMBER:E019-12 PROJECT: STANDARD PLANS FOR 8'x10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAGE:2 OF 8 RECTANGLE WOOD GAZEBO shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
s'-7/2'
r guy
2x6 floor joist,24"o/c,typical
: ...... ;. �;. 2x6 blocking
rrtfil!
4x4 post
2x4x16"bearing
*Pik ik ttrd
2x6 backer board
i
,4=
Floor Framing Plan NTS
Fully Assembled Unit
JOB NUMBER:E019-12 PROJECT: STANDARD PLANS FOR 85(1 O' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
RECTANGLE WOOD GAZEBO written consent of Country Lane Woodworking.LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAGE:3 OF 8 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
10'-21/1g"
3'-1y2" I 2'-0„_i 2,-0" i_ 3.-1%2"
.�'��'Ir'' 2x4 rafter
?: 11,,,......,..--- (2)2x4 ridge,fastened together
' w/i"0 bolts,4'o/c,typical
_� 2x8 top plate
N1- \, 4x4 post
Detail D-D/7
M II
2x4 fascia
' % :CI : (2)2x4 hip rafter
Roof Framing Plan NTS
JOB NUMBER:E019-12 PROJECT: STANDARD PLANS FOR 8'x1 0' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
RECTANGLE WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAGE:4 OF 8 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
(2)2x4 ridge
8'_5Ya"
IIIIIV Asphalt shingles
(2)2x4 rafter
.75 r
2 i . 1x6 T&G#1 SYP decking
5 ��` 2x8 top plate
Detail B B/5
- Detail A-A/5
vI
2x4 fascia
—4x4 post
Co Detail C-C/6 2x4 top rail
q 2x6 decking 2x4 bottom rail
Tn
2x6 skirt board
2x6 floor joist
Cross Section A/4 NTS
JOB NUMBER:E019-12 PROJECT:STANDARD PLANS FOR 8'xl 0' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
RECTANGLE WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAGE:5 OF B shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
1x6 T&G#1 SYP decking,fasten to rafters
Typical Single Rafter Connection: wl(2)2"galvanized staples w/2"crown
(4)0.120"x3"nails from bottom of top plate into
rafter OR toe nailed w/(6)0.120"x3"nails from Fasten 1 x4 vertical plate to top
rafter into top of top plate Asphalt shingles 3 e"x5 a"x8"cap plate of"T" and bottom horizontal rails w/(2)
assembly on top of post #9x2Y2"wood screws
Fasten rafter plies together - - 2x4 fasciaNOTE
�� DECORATIVE TRIM NOT 1.11111F2111111
w/(2)additional s 0 bolts for d SHOWN FOR CLARITY
kit units OR 8d nails 12"o/c
staggered for fully assembled _ up
units(x=nail from other side, a` '-,�, 1x4 trim,fasten to fascia w/2" I I
o=nail from near side) �+ galvanized staples w/z"crown 6"o/c
�t�+�� —M'1'IMC �1r, ii■r
(2)2x4 hip rafter,fasten rill A 2x4 fascia,fasten wI
to top plate w/(2)Angle"A2" #10x2 i'wood screws, 18"o/c ,/,
Y2"0 bolt I r.Trim assembly w/2x4 top and
2x8 top plate bottom rails,and 1 x4 vertical plate. 4x4 post
s z a e angle1 x4 fastened to post w!(6)#1 Ox2 I I
3 g x5 a"x'g"cap plate of"T" 2 x2"x�'x3�' of"T" wood screws,each plate, I I 2x6 brace fasten at
assemblyon topof post,located assembly,located at all posts; screw locations are as shown
fasten to post and top plate wl(4) top w/(4)#10x3g"wood
at all posts;fasten to post wl(4) screws,and at bottom
#10x2 4"wood screws #10x2�"wood screws,each w/(4)#9x2'"wood screws
4x4 post
Detail A-A/5 NTS View 1 Detail A-A/5 NTS
Typical Hip Rafter
(2)2 1"x6"x8"x3 s",steel angle
"A2",fastened to 2x8 top plate (2)2x4 ridge beam
Fasten ridge plies together w/e"0 bolts 4'
w/(10)#10x1Y2"wood screws, o/c for kit units OR 8d nails 12"o/c 1x6 T&G#1 SYP decking,
each staggered for fully assembled units,(1)/8"0 fasten to rafters wl(2)2"
bolt each end of ridge on both kit and fully !� galvanized staples w/4"crown
�� assembled units,see Detail E-E/7
�r> -- �Piloto `Asphalt shingles
A��, Angle"A2" �- `��,
/P ,,,,,,Iy/
/ Typical Jack Rafter Connection:
Fasten jack rafter to hip rafter at
top of jack rafter w/(3)#10x3 i' 2x4 rafter,fasten to
2 •. .o roug •ou• 1 screws,toed ridge w/(2)#1Ox32"
rafter on both kit and \ wood screws
fully assembled units
Detail B-B/5 NTS
View 2 Detail A-A/5 NTS
JOB NUMBER:E019-12 PROJECT: STANDARD PLANS FOR 8'x10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
RECTANGLE WOOD D GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAGE:6 OF 8 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
.t
0 Angle"Al"fasten 4x4 postA 2x6 skirt board,fasten each end
to joist and backer board w/(5) to post w!(2)0.121"x3.25"nails OR
4x4 post # "wood screws and fasten to (2)#1 Ox3 "wood screws except
concrete ete foundation(fc=3000 psi min.) when alternative angle location is
2x6 backer board 2x4 bottom rail w/z"0x4"Powers Wedge-Bolt scre chosen,then fasten each end to
2x6 decking . Mia 2x6 skirt board anchor,or equa��S■tM
mu." post w/(6)0.121"x3.25"nails OR
__ Angle"Al"fasten to joist or backer UL U (4)#10x3 "wood screws
•�, board w/(5)#10x1Y2"wood screws �t
2x6 floor joist ���� and fasten to concrete foundation '
VW tfc=3000 psi min.)w/2"0x4"
i ill ,
Powers Wedge-Bolt screw anchor, 2x6 floor joist,fasten to backer MI- �1 Alternative angle location
or equal board w/(5)0.121"x3 4"nails
Concrete foundation • OR 4 O#10x3 "wood screws I , i
2x6 backer board,fasten to
—`-- �2y". Alternative angle location
by others nin; post w/(6)0.121"x3.25"nails or
(3000 psi min.) (4)#10x3Y2"wood screws
Detail C-C/6 NTS
Corner Posts View 1 Detail C-C/6 NTS
Corner Posts
2x6 floor joist,fasten to 2x6 backer board w/(2)
0.121"x3.25"nails or(2)#10x3Y2"wood screws
4x4 post(location 2x6 skirt board,fasten to post w/(2)
between joists varies)
Alternative angle location 0.121"x3.25"nails OR(2)#10x32"
wood screws except when
alternative angle location is
N.4,‘
chosen,then fasten each end to
post w/(6)0.121"x3.25"nails OR
1 (4)#10x3i"wood screws
Angle"Al"fasten to backer board w/(5) 2x6 backer board,fasten to post
#10x1Y2"wood screws and fasten to w/(6)0.121"x3.25"nails or w/(4)
concrete foundation(fc=3000 psi min.) #10x3Y2"wood screws
w/i"0x4"Powers Wedge-Bolt screw
anchor,or equal,angle shall be located
within 3"of column
Detail D-D/6 NTS
Sidewall Posts
JOB NUMBER:E019-12 PROJECT: STANDARD PLANS FOR 8'x10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
RECTANGLE WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAG E:7 OF 8 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
.i'''Vi 2x4 top rail,flat —
5'-9Y2"maximum rail assembly length r Wood post,beyond
5-8"maximum top rail length
4" a" 1 x3,on edge 2x4 top rail,flat
-_. ___ r 1x3,on edge
'� 1 4"square spindle OR decorative lathe,4"o/c
N
- 1x4x37 i"vertical end plate fastened to 2x4
N CVtop rail w/(3)#8x2 2"wood screws,fastened
to 1 x3 w/(2)2"galvanized staples w/2"crown,
and fastened to 2x4 bottom rail w/(2)#8x2 Z"
wood screws. Fasten 1 x4 vertical to post
near top plate w/(3)#8x2 2"wood screws_
and near bottom plate w/(2)#8x2 Z"wood screws
I 1. ,„ # 1x3,on edge
V
2x4 bottom rail,flat 1x3,on edge 2x4 bottom rail,flat
1 4"square spindle OR decorative lathe,4"o/c
1x4x372"vertical end plate fastened to2x4 View 1 Hand Rail Elevation NTS
top rail w/(3)#8x2 i'wood screws,fastened
to 1x3 w!(2)2"galvanized staples w/2"crown,
and fastened to 2x4 bottom rail w/(2)#8x2 2"
wood screws. Fasten 1 x4 vertical to post
near top plate w/(3)#8x2 2"wood screws
and near bottom plate w/(2)#8x2 2"wood screws
Hand Rail Elevation NTS
(2)#10x3 2"wood screws
(3)#10x3Y"wood scre s 4
(2)2x4 hip rafter fastened
(2)2x4 ridge,fasten ridge plies together w/e'YD together WI(2) rows of 28"
bolts 4'o/c for kit units OR 8d nails 12"o/c nails,from each side, 12"o/c
staggered for fully assembled units,(1)%"0 bolt o, OR(2)additional a"0 bolts on
each end of ridge on both kit and fully kit units
assembled units
(3)#10x3Y2"wood screws_I ___.
Detail E-E/7 NTS
•
JOB NUMBER:E019-12 PROJECT: STANDARD PLANS FOR 8'x1 0' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the
RECTANGLE WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project
PAGE:8 OF 8 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work.
3"
1"
3"x3"x3", 10 ga.
steel angle I ,, ,.
....,c,
is"0 hole for z'0 bolt
• 2 "x6"x$"x3 8"steel angle"A2"
._f2 a"P hole for wood
screw(1 of 10)
0 0 0
0
a"d hole for wood 0 0 Note:
screws(1 of 0
5) 0 Use flat washers under bolt
g"(d hole head and nut(1 'O.D.min.)
Angle "A2" NTS
Angle "Al " NTS
3 3$"
1" 1 4 -**-2_.......... [...__ 113 hole for wood
I
screws(1 of 8)
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r iga T O O o O _
�Irb
111111111111111
8
�l� 3I 1
riPPi-
1
I
NN \ 1I4 _ .. ] .
,-IN
-
"T" Assembly NTS