25A-095 (5) rrl
_
rs
CL
cy-
11, L
-ye:
ra
Tg
cc
uD
wdlv
tA
co N
t
MICRO=LAM° LVL & PARALLAMJ PSL HEADERS & BEAMS
ALLOWABLE UNIFORM APPLIED LOAD - FLOOR (PLF)
GENERAL NOTES:
1. Values shown are the maximum uniform loads,in pounds per lineal foot(plf), FLOOR BEAM SIZING:
that can be applied to the beam in addition to its own weight. •To size a beam for use in a floor it is necessary to check both live
2. Tables are based on uniform loads and the most restrictive of simple or load and total load.Make sure the selected beam will work in both
continuous span.Gray shaded,areas represent load conditions controlled by columns.When no live load is shown,total load will control.
a continuous span condition. •Total load column limits deflection to U240.Live load column is
3. MICRO=LAM®LVL and Parallam®PSL beams are made without camber: based on deflection of U360.Check local code for other deflection
therefore,in addition to complying with the deflection limits of the applicable criteria.
Building Code,other deflection considerations,such as long term deflection •For deflection limits of U240 and U480 multiply loads shown in live
under sustained loads(including creep)and aesthetics,must be evaluated. load column by 1.5 and 0.75 respectively.The resulting live load
4. Lateral support of beam compression edge is required at intervals of 24"o.c. shall not exceed the total load shown.
or closer.
5. Lateral support of beams is required at bearing points.
6. Bearing area to be calculated for specific application;see table on page 20.
13/4" 2.0E ES MICRO=LAM. LVL
oft w.•:sw I 001�14 Kiwi ow11jr4 X9W loi one w4-x14•:loft w.*.XIs•!'lone 1W771a"�, •Table is for one 13/4"beam.When properly
# connected together,double the values for two
O13/4"beams,triple for three.See pages 20 and
t7 Ql) t;OAD i%as9 21 for connection details.
US
6 305 455 660 a1t083' 124 X193' 2861:x ' 13/4"x 16"and 13/4"x 18"beams are to be
used in multiple member units only.
10 70 102 156 230 339 502 626 ' 745 42'51:'
1i 26 36 58 84 1 129 188 245 361 390 550 566 706 781 X816
$ 28 38 62 88 119 172 191 279 280 412 390 529
20 x
22 15 19 34 46 66 93 107 153 157 228 221 322
2$ 21 26 40 54 65 91 97 137 136 196
2$
%'30 26 34 43 57 64 87 90 126
31/2" 2.0E ES PARALLAM PSL (For 13/4; 211/16;' 51/4" and 7" beams,see multiplier below)
On.9�Mx9+M• ooraursa+&• au,•xf1v4• 3'Wx117b• on.3>h•x14• 0n.3VWe.1s• On.3urxle• Table can be used for 13/4"211/16,"31/2,"
SPAN LIVE LIVE .; .,,, LIVE UVE LIVE LIVE LIVE 51/4"or 7"width beams.Use the following
„(FL) LOAD TOTAL LOAD TOTAI LOAD TOTAL LOAD T07AL LOAD TOTAL LOAD TOTAL LOAD TOTAL multipliers to calculate the allowable load for
L1960 LOAD 0880 tAAD L1360 LOAD LIM LOAD L/360 LOAD L/880 LQI1D L/880 LOAD each width:
6 2091 2163 26x4 2998 3652 13/4"width beams") :Use values in table x 0.50
217/16"width beam :Use values in table x 0.77
10 627 930 676 1003 1084 142T 1258 1515 1848 2185 2545 31/2"width beam(,) :Use values in table
12 _372 b48 i '851 964 .,758, ,1093 1198. 1722- ' .+ 51/4"width beam Use values in table x 1.50
14 238 347 257 376 420 617 490 722 781 1093 1132 1409 1561 1660 7"width beam Use values in table x 2.00
19 181 : 232 rttT4 25T 285' '<16 334` x:488 835 -.788 781 1075 f084 "1345.
(a)Table is for one 31/2"beam.When properly
18 114 161 123 175 203 292 237 343 382 558 560 822 781 1058 connected together,double the values for
20 84 X136 a.: ��t25 149 :`211 174. `'249 282 s W7 414 ..604 -580 f?850 two 3'/2"beams.See pages 20 and 21 for
22 63 84 68 92 112 156 132 185 213 305 315 455 442 643 connection details.
24 "49 83 M `� '-'87 1.18 x'_102 140 186 ]233 244 349 .344.;496
(b)13/4"x 16"and 13/4"x 18"beams are to be
26 38 47 42 52 69 91 81 108 131 181 194 273 273 390 used in multiple member units only.
28 31 38 33 55 70 85 84 105 143 156 216 ` 220 "310
30 25 2727 30 45 55 53 66 86 113 127 173 180 250
DO NOT cut. notch Yeei cuts on MICRO=LAM`-LVL
or aril roles in ® or Parallam PSL ceams must
V"CPO=LAM" LJL overnang Insce ace c.
araila^ PSL , wort member
i
PERMIT APPLICATION CHECK LIST
PAGE PL OT ZQNE
YES NO DATE
�r
2 . AP_J!LICAJ ION
3 . OWNER OCCUPANT STATEMENT 4 --LXCISOIF NOT
4 . 3 SETS OF PLAN
5 . NEW CONSTRUCTION
6 . CURB CU
7 . WATER AVAILABILITY FORMS
8 , REMODELING INTERIOR
9 . ADDITIO
10 . ACCESSORY STRUCTURE
11 . SIGN / AWNI
12 . PERMI E —4 jO LY — MONEY ORDE8
13 . SPECIAL PERMIT REQUIRED WITH DEED IF APPLICABL
14 . UNDER SECTION 127 - CMR 780
15 . FORM
16 . FILL
COMMENTS :
,s
a
+► ,9 > ?
a
z
> _ `=
Zoning
Miscellaneous Additions,Repairs,Alterations,etc. Tel.No. � Alterations f
NORTHAMPTON, MASS. �,r1�—S� 19(L4 Additions
APPLICATION FOR PERMIT TO ALTER Repair
Garage
1. Location �� ���_ y� /�i4/hf � Lot No.
2. Owner's name D4;q1gL 1V- a l—� /�/ Address
3. Builder's name 0i r4-(TM= _94f? A:�Q05,ZK f►ddress
Mass.Construction Supervisor's License No. Expiration Date
4. Addition �t'7
5. Alteration ,
6. New Porch
7. Is existing building to be demolished?
8. Repair after the fire
9. Garage f- U C4q)q 1C(TG No.of cars Size
10. Method of heating � � F-tT/LtG�
a
11. Distance to lot lines
12. Type of roof
13. Siding house lfi!:>—r W6-r--
14. Estimated cosh 'a 1`
The undersigned certifies that the above statements are true to the best of his, her
knowledge and ief.
\ Signature ojresp sible app,icanz
Remarks
w
4wiVrw.r tY
r
Date Filed j, c ' 00286 File No.
ZONING PERMIT APPLICATION (§10 . 2 )
1 . Name of Applicant: �L
Address : Telephone:
2 . Owner of Property: / ��L, "(b CCtk=-L- )At '
Address : - ,<Z: Telephone :
3 . Status of Applicant: - Owner Contract Purchaser
Lessee Other (explain: �pl�'jfZy�C` C- )
4 . Parcel Identification: Zoning Map Sheet# SSA- Parcel# q5- ,
Zoning District (s) (include over ays) �-
Street Address
Required
5 . Existing Proposed by Zoning
Use of Structure/Property
(if project is only interior work, skip to 6)
Building height
%B1dg . Coverage (Footprint)
Setbacks - front
- side L R L: R:
- rear
Lot size
Frontage
Floor Area Ratio
%Open Space (Lot area minus
building and parking)
Parking Spaces
Loading
Signs
Fill (volume & location)
6 . Narrative Description of Proposed Work/Project : (Use additional sheets
if necessary) (,l LL
-r
7 . Attached Plans : ketch Plan Site Plan
8 . Certification : I hereby certify that the information contained herein
is true and accurate to the best of my knowledg
Date: `- j�-� Applicant' s Signature:
THIS SECTION FOR OFFICIAL USE NLY:
//Approved as presented/based on information presented
Denied as presented--Reason:
Special' Permit and/or Site Plan Required :
Finding Required: Variance Required-
Signature of Bu lding Inspector �� 1 D to
NOTE: issuance of a zoning permit does not relieve an applicant's burden to comply whit all zoning requirements and obtain all required permits
from the Board of Health, Conservation Commission, Department of Public Works and other applicable permit granting authorities.
ic'T)-
oa •�
Ln
kD
��• h
S• �• z
•, .�
m
b n � • o' � o � a �, 7d
a � co °o
�
Ln 5 w 7d w
! 1 0 (:D
� c � nai. g; w ° Y
't7 o R A r5 0) ,J
a �
tz (D x
"° ag
s'
SR
OQ n � a
CrQ w MV rmqL
cn
s y v
o F u n
En
CD
� • y a� a Q
C!� 0
o
CD 5 5
y o y
c. o•
0
ao �o
5y
O N
8 0 � � a 8
OD
� � `�i ►T' r°J :7" � 'J' .°3 � `►T v'i'i � y �D � y
tz
® CJQ
9 s' z
1
0 N z p �.ar.
' o
as
ks
cn
b (7 y
o °
l0 N
U� N co
rr
�.., „ ►�*� cep 11143 Q
g.W trr0 Z g R dci � r :21 b
d �
d
IWD
o
�
CEO
5o RCD
CD
C
w LOO
qq
b y og. o g o
9.
eD
tz
CD
w
C o ao ac o ao W CIO F;
tz
t co
Z5 I
_�J