24D-125 (4) ,,..
°� p�
,+ ti° City of Northampton REQUIRED UIRED INSPECTIONS
$A At` �'t� 1 . Footings and Walls
i 4
BUILDING DEPARTMENT 2 . Structural Components in
4
Place
3 . Complete Building
No. 527 Office of the Building Inspector
Date August 29 1990
BUILDING PERMIT
THIS MAY CERTIFY THAT Gloria Conz Insp. on Site — Foundations
has permission to Repair a commercial building Insp. of Plumbing — Rough
situated on 23 Hooker Avenue Insp. of Plumbing — Finish
provided that the person accepting this permit shall in every re- Insp. of Wiring — Rough
spect conform to the terms of the application on file in this office,
and to the provisions of the Statutes and the Ordinances relating Insp. of Wiring — Finish
to the Construction, Maintenance and Inspection of Buildings in Insp. of Health (Septic Tanks)
the City of Northampton. Any violation of any of the terms above
noted is an immediate revocation of this permit. Expires six Building Insp. — Rough
months from date. Building Insp. — Finish
Note: A certificate of occupancy will be issued by this office upon
return of this card signed by the Plumbing, Wiring and Building Smoke Detectors (Fire Dept.)
Inspectors. Gas Inspection
THIS CARD MUST BE DISPLAYED IN A CONSPICU PL CE TIE PREMISES
Certificate of Occupancy
Building I or p INT SII P
, NOTE:IN ORDER THAT THIS APPLICATION MAY BE ACCEPTED,THE DATA CALLED FOR BELOW MUST BE SO SET FORTH THAT
WE CAN DETERMINE FROM THE APPLICATION AND THE ACCOMPANYING PLANS WHAT THE EXISTING CONDITIONS ARE AND
• WHAT THE FUTURE CONDITIONS WILL BE.
Plans,in duplicate,must be filed with this application before a permit will be granted,one of which,upon issuance
of the permit shall be kept at the site during the progress of the work.
New ❑
Addition ❑
No. —D, Zone URC , Type , Map 24D , peel 125 Alterations ....Ix]
Repair
CITY OF NORTHAMPTON Demolition ❑?Jai°.
MASSACHUSETTS
Application for other than a Dwelling Permit
(To be filled out in ink OR on a typewriter)
Date August 10, 1990
To the Building Inspector:
Application for a permit is hereby made according to the following:-
1. Location, Street and No. 23 Hooker Avenue , Northampton
2. Nearest cross street King Street Lot No.
3. Owner's name G]oria Conz Address 17 Munroe St , Northampton
4. Architect's name° ' Connor Lumber Co. (trussesAddress Westfield, MA
5. Builder's name Wil,1, ,ajl Mazuch Lic #010936 Address1411 Westhampton Rd . N' ton
6. Use of building, Present Off ice/stora9 roposed Same
7. Building fronts on how many Streets? one
8. Is building in fire district? Y e s
9. Size of building,Width in ft. ..2..5.L.5.0 , Length in ft. 7 5/9 5 , Height in ft. 2 2
10. Distance of building from Street Line...L9 , left lot line..3.. ..., right lot line 18 , rear lot line 15
11. Type of construction(check one): 1—A 1—B 1—C II III IV V
Stories B 1 2 3 4 5 6 7 Roof
Story heights in ft. N/A 9 ' 7"
Thickn's of walls in ins. 8
Material of walls block
Material of floor/roof concrete
Design live load !live load +
Design dead load live load +
Occupancy or Use office
No.of persons/families N/A
No.of stairs N/A
12. Soil under footing is compacted gravel
13. Depth of footing below grade 4Q inches ft. Will piles be used? no
14. Area of entire building(Present plus new) approx. 4 2 0 0 sq.ft.
15. Type of roof—flat , pitched x Material of roof covering wood/vinyl covering( J P
Steven;
16. No.of elevators N/A.. Method of heating N/A System N/A Fuel N/A
17. Are live loads noted on drawings? ...y.5 Are all other structural conditions noted on drawings? y e s
18. Building(will be)(is)equipped with sprinklers?...11Q With sprinkler alarm? no
19. Is building to be used as a factory,workshop or mercantile or other establishment employing 10 or more persons?
no
20. Is building to be used as an office building,dormitory,hotel,family hotel,apartment or boarding house,lodging
house or tenement house having 8 or more rooms above the second story? n o
21. How many exits(per floor)to street? 4
22. Is building a"Place of assembly"as defined by the General Laws? ..n.o
23. Will building conform to the General Laws? ...yes Building and Zoning Ordinances?
24. If a garage,distance from nearest building?
25. If an addition,alteration or demolition,when was building erected? Q.ax:1.11...1.9 2 Q ' s
26. Estimated costs:—
The undersigned certifies that the above statements are true to the best
General$ 11 , 2 Q 4 of his wledge and 'cf.
Plumbing N/A ( Yc
)
Gas Piping N/A Signature of owner, r itect or engGT--
Sprinklers .NJA WRITTEN DISCRIPTION OF WORK TO BE DONE
Heating N/A (Use blank half of reverse side,if necessary)
Electric
800 1 . Remove approx. 3700 sq . ft . of deteriorated
Other flat roofing 2 ) east wall of garage— pour solid ,
Total$ 12 , 064 reinforce with steel, level to 9 ' 7" height
continued . . .
P 7NT§H P
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Work to be done (continued)
3 . North and West walls and footings - where weak and
deteriorating, replace with concrete and block
4 . Place carrying beams and lolly columns where necessary
5 . Frame ceiling rafters with 2x12 hemp fir 12" o.c.
6 . Replace flat roof with pitched roof to eliminate excess
stress of winter snow on flat roof .
7 . Sheetrock ceiling with 5/8 fire rated sheetrock.
i Trusses designed and built by O' Connor Lumber Co .
2 x 6 - 24" o.c
..--;7r
Floor joice 2x12I N\N.
hemp fir 12" o.c.
Front Offices
1 C=] [ ^
Storage
Fittings
f Print
N
Room ^ '
Nipples ,V
,
S New Beam 11
II
it — —; = _
II
Copper Cast II
II
Room Iron Room
II
II 4�
II M
II
I
II
Replace Old
Beam II
Storage • ,
II I A
II
I II
II
! II II
� I � I t•
Storage! ' Room Wall to t�
Scale: 1/8" = 1 ft . J II be re- '�`
II Remove Wall moved & I I
II Replace with I replaced !
I Beam I
New Beam---�I1 I I I
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Date Filed File No.
ZONING PERMIT APPLICATION
Zoning Ordinance Section 10.2
1. Name of Applicant: Gloria Conz
Address: 17 Munroe St . , Northampton Telephone: 584-4698
2 . Owner of Property: Gloria Conz
Address: 17 Munroe Street, Northampton Telephone:
3 . Status of Applicant: x Owner Contract Purchaser
Lessee Other (explain: )
4 . Parcel Identification: Zoning Map Sheet# URC/24IParcel#125 ,
I Zoning District(s)
Street Address 23 Hooker Avenue
5 . Compliance with Zoning: Existing Proposed
:2 Use of Structure/Property
Size of Structure (sq.ft. )
-.< Building height 16 ' 22 '
Building Coverage 50%
Setbacks - front 19
- side 35/18
rear 15 '
CZ Lot Size 9700
Frontage 53
0 Floor Area Ratio 1/3
Open Space 50%
Parking Spaces 40%
Loading Spaces 5%
Signs 1 4x6
Fill (volume & location) N/A
I
6 . Narrative Description of Proposed Work/Project: (Use
0 additional sheets if necessary) 1 . Remove approx. 3700 sq . ft—of •
deteriorated flat roofing 2 ) east wall of garage - _paur so id
reinforce with steel; level to 9 ' 7" 3 ) north & west walls and
footings - where weak and deteriorating replace w/concrete & block
continued . . .
7 . Attached Plans: Yes Sketch Plan N/A Site Plan
CD 8 . Certification: I hereby certify that the information contained
herein is true and accurate to the bes f my knowledge. C
,—
Date: Applicant's Signature: V ..:._
THIS SE TION FOR OFFICIAL USE ONLY: 0.4
_�
- ► 1S "` oLPAPProved as prese tedAS l-o"` � 01-S Ar1/40 `i Khd cc3
Denied
as presented 1
Reason for Denial:
Signature of Building Inspector �/' t � Date 27/4e),
3/90
4
Description of work to be done:
continued . . .
4 . place carrying beams and lolly columns where necessary
5 . frame ceiling rafters with 2x12 hemp fir 1211 o.c.
6 . replace flat roof with pitched roof to eliminate excess
stress of winter snow on flat roof
7 . sheetrock ceiling with 5/8" fire rated sheetrock
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= f s :`:gym. m. gi , `T3 ?"$ '5} J#ar. . ....w�rwa r � t::-
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Trusses designed and built by O ' Connor Lumber Co .
------� . . 2 N. 6 - 2 n " o . c .
---4/'
17,1"/' ,
Floor joice 2x121 hemp fir 12" o. c.
Front Offices
Storage
Fittings
f Print
Room
Nipples CNA
S New Beam it 1
of
1 '
t'
V
___1 _;. A
li
Copper Cast
I
Room Iron Room 1
li
11
II
N i
!
► I
Replace Old .
Beam
Storage II _
H •I I
Storage! ' Room Wall to 1
g
Scale: 1/8" = 1 ft . J II be re- .,`
Remove WallAmi moved & 1
I1 Replace with I replaced ! !
I Beam I
New Beam--" 1 I I I II 11
0E , I ! 1 %-:''''l
1- T. = �_._1 y
1/6 'l- >, y C
Mechanical Erection: For trusses erected by mechanical means 10 1 `1 , V `4 0..A.,c,
(cranes, fork-lifts or others), adequate slings, booms and/or HYDRO-AIR ENGINEERING, INC. i l)
spreader bars must be used to prevent lateral strain. When large P.O. Box 7359, St. Louis, Mo. 63177 impoRTANT i
trusses require a boom, the lines from the boom to the truss r
must be vertical or "toe-in," not "toe-out" as toeing-out will u 1986, Hydro-Air Engineering, Inc.
tend to cause buckling of the truss. This is especially important ../ -
when longm trusses orec flatd trsingly
s are ud y cranes.oro NOTICE
Trusses may be erected singly or in groups of four or five banded
_.
together. This will be largely dependent on the length and slope oT tD
of the trusses. ,��, O
It is extremelyimportant that a rope be tied to the truss or '--'
p p �' 1 During erection and before any application of plywood
group of trusses so it can be guided to the proper position on the N.
N a D n or roofing, etc., is applied; all trusses must be well
top plate or well.
Z 4•p J` o braced. If you have any questions, be sure to consult
Use common sense and caution o p cp o ; , I�,) with your architect or engineer for further bracing
and your truss erection job �n o o (. y details.
will be relatively simple and safe. i I ' 3 -' m
• o ` : n r Special care should be used in lifting all trusses. Protect
° cn z ` • z both the trusses and erection personnel by using either a
a a JH m spread bar or strong back support as described in this
Spreader Bar o' t` corn
folder.
O7 I rn TRUSSES
— —111V�� a r,
a N y A two(2) nails
I%I%ICI%ICI\I\I J r -/"`
o D IA .41 i
N
e ' o 1.
45°Continuous_`-`r, 1
� A rox.1/2 to 2/3 of e � f-j : .o • O Cross Bracing a�
iY�Truss Length ( 3 3 n J p (typical) ,i� �, �1,
Intermediate Spans n Z •
30 ft.to 60 ft. O �ee_���i--
a a m
m -{ D
il it 4"
d t7 N' N ki.. .,=3, N Continuous Horizontal Bracing
m
�n E
v
m e C
`,
-444-44.4
_ 1 .,,tom,.;,) .\\
HYDRIZAIR" 45`Continuous ,�'' i \ 1 \,9�
Cross Bracing
III
( a Approx.1/2 to 2/3 xi 9 1\� �/`�\
(( Truss Length y1,s
P 0 Bo.7359 1 51.Lot..IAuaxi 03177 I(800)3255075.(314)567 7127 • :., �\•
�,1 \ �\ .\\
g• top Fabricator N. �, \
Strop Back tied to chord Authorized
at approx.10 ft.intervals ^ \
t, , 7 .. �'a 7(�. Y r': } '7 $'''
�� 1 i t i It h 1� ' ;- Horizontal
►�� 11�1 t t 'mow t
t � pp/�++-fir' jury p �+ �y ! /� ::'-',b Bracing
r Approx.2/3 to 3/4 of a +~�f VL. 1 V1�I'1 t- DIr1 g�. > sfi�n"
Truss Length Div• ofElderLair. $�? °Long Spans FNorth fit: kover 6o ft. //� - ROOF PERSPECTIVE�o• Deerfield, !V!A0i37 � �
r
Bracing is an important and necessary part
4— — of your roof system.
14 Approx.2/3 to 3/4 of I
Truss Length
HA 350-6/86
How to Erect Trussed Rafters: 2. Truss Spacers: Figure 3 shows short pieces of 1 x 4 or 2 x 4
used not only as a lateral bracing of the top chord back to the Erection Procedure:
gable end,but also as a truss spacer to maintain the 2'-0"o.c.
These recommendations are presented only as a guide! In all
increment of spacing throughout the roof structure. 1.Start with one gable end truss and fasten it to the top plate
cases, the erection agent - whether the fabricator or building
contractor - is responsible for field handling, erection, tern- with toe nails or anchors as conditions require. Be sure to brace
porary and permanent bracing since he is most familiar with the gable end as shown in figure 2,
local climate conditions and the special jou site problems. Truss 2.Next position the first common truss and fasten it to the top
Spacer;' its/ f/�� h plate.Brace the first common truss as in figure 3.
Unloading Trussed Rafters: Trusses should be unloaded onto , , V _.: ` '::414r�;=��„t,' 3.Continue positioning, fastening and bracing trusses until all
relatively smooth ground. They should not be unloaded onto ,� +�`N �j/ trusses are in place. Some erectors will follow up with a sheath-
rough ground as this could cause undue lateral strains . . .and *. ��� A� - 0 ing crew after about half the trusses are erected.Sheathing adds
possibly distort or otherwise damage the trusses. Dumping is stability to the trusses when it is tied into a braced gable end.
possible providing the trusses are banded into bundles. Banding ,
them into bundles is necessary to safeguard their structural in-
tegrity as much as possible. Gable Brace
How To Brace Trusses: During erection temporary bracing shall Fig.3
be installed to hold the truss true and plumb and in good con- ,r4\
dition until permanent bracing can be applied. After all bracing - - \4 .
has been applied, then the application of plywood and roofing
materials will contribute to the rigidity of the complete roof >
structure. All components must be permanently fastened into
place before the application of any loads except erection weights. 3. Cross Bracing: As shown in figure 4,cross bracing is applied
There are two distinct types of bracing, "Temporary" and to one or more of the long diagonals within the attic space to i
"Permanent." Each type is important and plays a major role in prevent dominoing. It is important to start the cross bracing at
the structural integrity of the total roof system. or near the`peak of one gable end artd continue across,the.build•', one man U
ing to the base of the opposite gable end. 1 x 4's or 2 x 4's
Temporary Bracing: The most common cause of dominoing is should be used for cross bracing.
inadequate temporary bracing.Three types of temporary bracing
are important. Fig.5
Cross,Bracing trusses
1. Gable End for first truss) Bracing: The gable end or first �'�` i f t f yt,`
truss must be adequately anchored to serve as the starter. Note r �/��
figure 2 which shows the inside and outside bracing of the gable i / '`:
end. \\\\
Gable end bracing and positioning to the existing wall of the r I i� �� `
building may be used during erection in lieu of bracing to the r --c- s it',r, ` two men
ground providing high winds are not-experienced. �_ "� ,
Fig.1
Fig 4
Outside Bracing
Permanent Bracing: Top chords may be considered sufficiently Fig.6
laterally braced if properly nailed plywood sheathing is used.
However, if other sheathing, such as spaced sheathing for
t shingles, metal roofing, etc., is used, additional lateral bracing ,
Fig.2 may be required.
Wide spaced trusses or trYysee with no coating• terials'applied
direct to bottom chord require permanent bottom chord
bracing. Two rows of balding,at the third points or maximum
10'-0"o.c.tying the bottom chdrd to the.erid wall is required.
Long diagonals may,require laterial bracing depending on•the /�DAV
truss design. This bracing should start at a wall and be tied into //
all trusses and the opposite wall as per the truss design. LI
Special bracing as indicated on the roof design should be pro- sling for larger trus
`` vided where required. Remember,bracing is simple if you start fses
Inside Bracing at a point of stability,such as a wall,and tie in all points that -1
require bracing.
y
JOB NO . FE100390 TYPE. 1100 (MOTIF) TOP SLP = 2. 01,1211TCLI = 35. 0 PSF
PAGE 1 OE 1 SPAN= 44- 00-00 BUTT CUT = 0- 00-04 TCDL 10. 0 PSE
O/A HT= 4-01-13 SPCG= 2-00-00 BCLL= 0. 0 ?SF
STRUCTURAL F e%DR ICATO'r:C 2CDL= 10 . F
BILL MAZUCH
DESIGN PER TPI-35 10-15-90
REPETITIVE STRS USED V08.S5
TRUSS SYM ABOUT CL CELC
INCR :PL=1 . 15 LM=1 . 15 L1.0
PANEL LENGTH SLOPE CHORD FORCE MOMNT WEB FORCE
FT- IN-SX /12 , LBS IN- LB LBS
P 1= 8-05-00 2.00 C 1= -1502 7159 W 1= -877
P 2= 6-09-08 2.00 C 2= -891 5129 W 2= 2020
P 3= 6-09-08 2.00 C J= 2704 5384 W 2= -1c66
P 9: 4-03-08 0. 00 C 9= -2276 1501 W 4= -794
P10= 10-00-15 0 . 00 C10= -951 2260
P1. 1= 9-09-05 0. 00 C11= 1490 1501
PURLINS REO'D L 16. 0' O. C . ON C 8,C 9, C10 , -L'NLt 3:S CHORDS ARE SHEATHED .
=LUMBER DESIGN SUMMARY====(DESIGNED IN ACCORI!HLE WITH TFI-85 AND NDS-77 ) ==
COMBINE I:!
STRS RATIO= IAL i BEND tB iT EC
TOP CHD 2X 6 1650E-1 .5E M SPF 0.605 = . 27? -+• 0 . 2:.6 1650 10 '.v 1320
BO'T CHD 2X 4 1650E-1 .-J2 11 S 'F 0 . 5 3t? = 243 -+= 0 . 330 1G50 1.(-23 7.320
ALL WEBS 2X 4 NO 3 SEE JOINT ACT ( LB)
E> L: , W 3 2X 4 I6ZOF-1 . ;E M SPF C] 1 , 7] - 654
6 ,W 7 2X 4 1650E-1 .5E r SPE CJ ". :0] -1765
TOIL LuMD VERT DEFL AT J 8 = G. 167 IN. L/D-r= L_19 .55FT CAM}: 0 1/8
AkA THE STIFFNESS MATRIX ANALYSIS HAS BEEN U : D FOR THIS TRUSS DESIGN 70(424A
=CONNECTOR PLATE SELECTION=( CONFORMS TO HUD 1 .0 . Is .+=A �t? .3;. . `6CC 72121-78 )
Jo i:NT HYDRO-NAIL SLOT LGCAT ION JOINT . F LATED FROM INVENTORY
PLAT:: _ 1;.' L! IvE,T ION A , ;:N` T -i; t
LJ 1 . 7] 4 X 6 PTX PARA-E:C CENTERED 1
CJ 2 , L :3 X 4 PT;( :'Alin-WIC CENTERED 4
CJ 3 , 57 4 X C PTX PARA-CD 4 4 5
[:..:T 4 J 5 X 6 PTX FERF'-MC 6 2 1/2 33
:J10 , 9J 4 X r; PT < PAI A-CI' 6 .:.
CJ11 , 8J 4 X 6 FIX F'ARA--CD 6
- .-:= CHD SPLICES-SLOTS F'ARA TO CHD FT 4AX LUMBER ' -_-_
CC `.J] 4 X 6 1''_ LC _'J A U 1-7 .
CC 8J 3 X 6 PTX CC10J 3 X 6 PTX
,..
20 GA . rTX ( 199 PSI GRS MAX. ;
_.- __. _ ,w #+1!""4 r+1 Se' om.sl acy,pVJE aura Ter-ukki�
•
Symbols •
PLATE SIZE First dimension Is the GENERAL NOTES
plate width perpen-
dicular to the slots.
4 1/2 x 6 I Second dimension Is
the plate length par- 1. Design valid for use with Hydro-Air 13. Bottom chords require lateral bracing at 10
allel to the slots Connectors only. This truss design is not ft. spacing if no ceiling is installed unless
PLATE LOCATION ' intended for any specific structure, but otherwise noted.
only as an individual structural component
�-� 14-X Center plate on joint which must be incorporated into a building 14. Anchorage and/or tie-in components are
.1, unless dimensions design by the building designer. the responsibility of others unless shown.
* indicate otherwise.
T Dimensions in Inches. 2. Bracing specified is for lateral support of 15. Do not stack construction materials on roof
Y individual truss members only. Erection that induces loading on truss greater than
and permanent bracing of the overall design loads.
LATERAL BRACING building structure Is the responsibility of
the erection supervisor and building 16. Do not cut or alter truss without prior
.!� Indicates location of designer. For general guidance see approval of a professional engineer.
® required continuous Bracing Wood Trusses*.
\\1. lateral bracing. 17. Building designer is responsible to insure
3. For other important information see Quality that loading shown hereon is applicable to
Standard for Trusses_*, Handling and building site.
BEARING Erection of Wood Trusses*, and
Indicates location of Recommended Code of Standard Practice 18. Care should be exercised in handling,
joints at which bear- for the Metal Plate Connected Wood Truss erection, and installation of trusses.
eillkins (supports) occur. Industry*.• g 19. The truss fabricator is responsible to
'=4 4. Cut members to bear tightly against each provide plating for handling as required.
other.
20. Never use a damaged truss.
Numbering System 5. Place plates on each face of truss at each
J3 joint and seat securely. Avoid knots and
wane at joint locations.
Jz 6. Plate sizes and types, and lumber sizes
Sop ctA`d i and grades, are minimum for spans shown.
J1 8` c 7. Locate chord splices at i panel length �+'� F- (+6") from adjacent joint. STRUCTUR
8. Unless otherwise noted, moisture content AL FABRICATOr �
Bottom chard 3� of lumber shall not exceed 19% at time of Div of Elder r.
Js fabrication.
North St:
JOINTS and CHORDS are numbered clockwise 9. Unless specifically noted, this design is SO„ Qeerf eld
around the truss starting at the lowest joint not applicable for use with fire retardant " M'ck 0/373
farthest to the left. or preservative treated lumber.
WEBS are numbered from left to right. 10. Camber is a non-structural consideration *Available from the Truss Plate
and is the responsibility of truss Institute, 583 D'Onofrio Drive,
fabricator. General practice is to camber Suite 200, Madison, Wisconsin
Connector Plate Code Approvals
for dead load deflection. 53719.
BOCA 86-93 11. Provide copies of this truss design to the
HUD/FHA TCB 17.08 building designer and erection supervisor.
ICBO 1591
SBCCI 8712 12. Top chords must be sheathed throughout HYDRO,t!/R'
WISC/DILHR 870040-N . or purlins provided at prescribed spacing.
111111111111111111111.1.1111111111.1111111111.11.11.11111111
P O Bo.73591 5t VwI,.Ae,sw��63177 ,?
n 1988,Hydro-Air Engineering, Inc.