38A-119 xeysaitd Structurer. 2 303
lanFeamEngme 4.50322 victorian - Level 8 7-14 -08 I
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Materials Database 844 Q_ � �- / �. - �b + e 8:30am
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Member Data
Description: CaIcG2 Member Type: Girder Application: Floor
Comments: 2nd Floor Stairwel Lateral Bracing: Continuous Both
Standard Load: Moisture Condition: Dry Building Code: Other
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF
Filename: UNKNOWN
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PLF) 0' 0.00" 6' 9.00" 135 360 Live
Replacement Uniform (PLF) 0' 0.00" 10' 6.00" 105 280 Live
Point (LBS) 6' 11.75" 322 469 Live
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10 6 0
Co 0
10 6 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.704" 4473# --
2 10' 1.750" Wall N/A 1.500" 3597# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 1298# 3175#
2 1095# 2501#
Design spans
10' 1.750"
Product: 1 3/4x11 7/8 Versa -Lam SP 2.0 -3100 2 ply
Component Member Design has Passed Design Checks. **
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 11217.'# 21275.'# 52% 5.07' Total load D +L
Shear 3591.# 7897.# 45% 0.01' Total load D +L
TL Deflection 0.2104" 0.5073" L/578 5.07' Total load D +L +S +Lr +W
LL Deflection 0.1475" 0.3382" L/825 5.07' Total load L
Control: Positive Moment
DOLs: Live =100% Snow =115% Roof =125% Wind =133%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
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All product names are trademarks of their respective owners
e ' Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
"Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteia for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional
as required for approval. This design assumes product installation according to the manufacturer's specifications.
7 .
KeyBuild Structure" 2.303m victorian -Level 8 4- 1 -08
kmBeamEngine 4.50:91 ,
Materials Database 801 10:42am
2 of 2
Actual Allowable Capacity Location Loading
TL Deflection 0.5836" 0.9979" L/410 10.38' Even Spans D +L +S +Lr +W
LL Deflection 0.3413" 0.6653" L/701 10.38' Even Spans L +S
TL Defl., Lt. - 0.0365" 0.2000" 2L/260 0' Even Spans D +L +S
LL Defl., Lt. - 0.0214" 0.2000" 2L/444 0' Even Spans L +S
Control: TL Deflection
DOLs: Live =100% Snow =115% Roof =125% Wind =133%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of their respective owners
4�� _„ � ,�. °'. Copyright (C)1989 -2005 by Keymark Enterprises, LLC, ALL RIGHTS RESERVED.
- 'Passing Is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional
as required for approval. This design assumes product installation according to the manufacturer's specifications.
Keysuild strum, er' 2. 303m victorian - Level 8 ,�-
lanBeamEngine ,8503h �� a _ - 1 4- 1 -08
Materials Databa L 801 -J„ 05 A e _ w 10:42am
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Member Data
Description: CalcB3 Member Type: Beam Application: Floor
Comments: 2nd floor Flush Be Lateral Bracing: Continuous Top
Standard Load: Moisture Condition: Dry Building Code: Other
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 26.6 PLF
Filename: UNKNOWN
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PLF) 0' 4.94" 7' 5.00" 0 87 Snow
Replacement Uniform (PLF) 0' 4.94" 7' 5.00" 253 295 Live
Replacement Uniform (PLF) 0' 6.88" 0' 9.00" 2 0 Live
Replacement Uniform (PLF) 0' 6.88" 0' 9.00" 0 7 Snow
Replacement Uniform (PLF) 0' 9.00" 1' 9.00" 5 0 Live
Replacement Uniform (PLF) 0' 9.00" 1' 9.00" 0 18 Snow
Replacement Uniform (PLF) 1' 9.00" 2' 9.00" 10 0 Live
Replacement Uniform (PLF) 1' 9.00" 2' 9.00" 0 35 Snow
Replacement Uniform (PLF) 2' 9.00" 18' 5.00" 13 0 Live
Replacement Uniform (PLF) 2' 9.00" 18' 5.00" 0 44 Snow
Replacement Uniform (PLF) 7' 5.00" 11' 5.00" 0 87 Snow
Replacement Uniform (PLF) 7' 5.00" 11' 5.00" 250 289 Live
Replacement Uniform (PLF) 11' 5.00" 17' 11.00" 0 87 Snow
Replacement Uniform (PLF) 11' 5.00" 17' 11.00" 277 360 Live
Replacement Uniform (PLF) 17' 11.00" 20' 11.00" 0 87 Snow
Replacement Uniform (PLF) 17' 11.00" 20' 11.00" 249 309 Live
Replacement Uniform (PLF) 18' 5.00" 18' 7.13" 12 0 Live
Replacement Uniform (PLF) 18' 5.00" 18' 7.13" 0 42 Snow
Replacement Uniform (PLF) 18' 7.13" 19' 7.13" 9 0 Live
Replacement Uniform (PLF) 18' 7.13" 19' 7.13" 0 32 Snow
Replacement Uniform (PLF) 19' 7.13" 20' 11.00" 4 0 Live
Replacement Uniform (PLF) 19' 7.13" 20' 11.00" 0 14 Snow
Point (LBS) 11' 2.25" 577 488 Live
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....... ...............................
11 11`
2042 /
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Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift �'N 44 S S, y ,
2 20' 4.250" Wall N/A 2.056" 8097# -- a . 1'. g B Tq�� e t % t
Maximum Load Case Reactions " STRUCTURAL
Used for applying point loads (or line loads) to carrying members NO. 36951
Dead Live Snow BOSTON /
MASS
1 3263# 3335# 1275# 9
2 3307# 3528# 1263# GAS .a ;;N•
Design spans SSIO 13V .
0' 4.750" (left cant) 19' 11.500" _
Product: 1 314x18 Versa -Lam 2.0 -SP 3100 3 ply
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Component Member Design has Passed Design Checks.*" � SA)
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 42529.'# 83733.'# 50% 11.01' Even Spans D +L +S
Negative Moment 9.'# 72812.'# 0% 0.4' Total load D +L
Negative Unbrcd 8.'# 76105.'# 0% 0.4' Cants Only D +L
Shear 7049.# 20648.# 34% 20.34' Even Spans D +L +S
All product names are trademarks of their respective owners
r y Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
aveythar 4:
s L?t
` *Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional
as required for approval. This design assumes product installation according to the manufacturer's specifications.
KeyBuild strueturerm 2.303r victorian - Level 6 VV t - 6 p An l 7 -14 -08
kmBeamEngine 4.50322
Materials Database 844 it g/. y ,,,1^ 1 8:28am
�Y17 ►� 1of2
Member Data
Description: CalcB1 Member Type: Beam Application: Floor
Comments: Basement beam Vict Lateral Bracing: Continuous Top
Standard Load: Moisture Condition: Dry Building Code: Other
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 10.7 PLF
Filename: UNKNOWN
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PLF) 0' 0.00" 0' 5.81" 693 1631 Live
Replacement Uniform (PLF) 0' 5.81" 0' 6.00" 694 1635 Live
Replacement Uniform (PLF) 0' 6.00" 1' 6.00" 700 1651 Live
Replacement Uniform (PLF) 1' 6.00" 2' 6.00" 712 1682 Live
Replacement Uniform (PLF) 2' 6.00" 3' 0.00" 718 1698 Live
Replacement Uniform (PLF) 3' 0.00" 9' 2.00" 333 888 Live
Replacement Uniform (PLF) 9' 2.00" 9' 6.00" 95 660 Live
Replacement Uniform (PLF) 9' 6.00" 13' 0.00" 106 283 Live
Replacement Uniform (PLF) 13' 0.00" 19' 6.00" 294 567 Live
Replacement Uniform (PLF) 19' 6.00" 20' 6.06" 106 283 Live
Replacement Uniform (PLF) 20' 6.06" 20' 8.00" 305 813 Live
Replacement Uniform (PLF) 20' 8.00" 25' 2.00" 304 810 Live
Point (LBS) 3' 0.00" 1293 3133 Live
Point (LBS) 13' 0.00" 1097 2476 Live
Point (LBS) 19' 6.00" 240 681 Live
Point (LBS) 22' 8.00" 1088 2767 Live
Point (LBS) 24' 9.38" 275 901 Live
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6 1 0 6 1 0 ® 6 1 0 ® 6 11 0
252 0 /
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.833" 7218# --
2 5' 8.375" Wall N/A 3.090" 12167# --
3 11' 9.375" Wall N/A 1.894" 7458# -- - LZ gF A/,t
5 24' 1 4.750" Wall N/A 1.660" 0289# 1 6538# 4 i3O4$ 0 • S TigtiF 3 �
Maximum Load Case Reactions c ° a , STRU�TUNAL 9
Used for applying point loads (or line loads) to carrying members
Dead Live 140. 36951
1 2069# 5149# BOSTON
2 3295# 8872# .d ,,,,MASS.
3 1726# 5732# 9 0 vG/ �
4 3087# 7202# �s' ...
5 1698# 4839# f' '
Design spans , `.
5' 8.375" 6' 1.000" 6' 1.000" 6' 6.375" ,`C�
'v
Product: 1 314x7 1/4 Versa -Lam SP 2.0 -3100 3 ply 1 t
Component Member Design has Passed Design Checks. **
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 10757.'# 13068.'# 82% 2.61' Odd Spans D +L
Negative Moment 7793.'# 13068.'# 59% 5.7' Adjacent 1 D +L
Negative Unbrcd 7793.'# 12313.'# 63% 5.7' Adjacent 1 D +L
Shear 6866.# 7232.# 94% 5.13' Adjacent 1 D +L
TL Deflection 0.1522" 0.2849" L/449 2.62' Odd Spans D +L +S +Lr +W
LL Deflection 0.1116" 0.1899" L/612 2.62' Odd Spans L +S +Lr +W
4 All product names are trademarks of their respective owners
rr ' ,,,,,,,;,,r ' �.'' Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED
"Passing Is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional
as required for approval. This design assumes product installation according to the manufacturer's specifications.
KeyBuitd Structure" victorian - Level 8 ,4- f it- 4- 1 -08
kmBeamEngine 4.503h l/�
Materials Database 801 1.11 R /t 10:40am
1 {{/ /VAU.V�1`1(,� 1 of 1
Member Data
Description: CaIcG2 Member Type: Girder Application: Floor
Comments: Flush header 2nd f Lateral Bracing: Continuous Both
Standard Load: Moisture Condition: Dry Building Code: Other
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF
Filename: UNKNOWN
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PLF) 0' 0.00" 6' 9.00" 135 360 Live
Replacement Uniform (PLF) 0' 0.00" 10' 6.00" 105 280 Live
Point (LBS) 6' 11.75" 277 423 Live
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10 6 0
0 / 1060 �/
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.693" 4443# --
2 10' 1.750" Wall N/A 1.500" 3536# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 1283# 3160#
2 1065# 2471#
Design spans
10' 1.750'
Product: 1 3/4x11 7/8 Versa -Lam SP 2.0 -3100 2 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 11065.'# 21275.'# 52% 5.07' Total load D +L
Shear 3561.# 7897.# 45% 0.01' Total load D +L
TL Deflection 0.2074" 0.5073" L/586 5.07' Total load D +L +S +Lr +W
LL Deflection 0.1460" 0.3382" L/834 5.07' Total load L +S +Lr +W
Control: Positive Moment
DOLs: Live = 100% Snow = 115% Roof = 125% Wind = 133%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
C.0 s D. STq _ % •
cs STRUCTURAL
NO. 36951
BOSTON
9 MASS. , /
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416 tviI*4-0,-4.74-•
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All product names are trademarks of their respective owners
, Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
8_.. to fi 1�
"Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional
as required for approval. This design assumes product installation according to the manufacturers specifications.
Village Hill /mot ' ( ("4.1 8- 1 -08
4 E1. 4 f° Village Hill v � ! , f . Q_ u g N 10:31 am
Northampton Ma. !y V ," ' ' 1 of 1
KeyBeam8 4.503j F
kmBeamEngine 4.503z2
Materials Database 853
Member Data
Description: Member Type: Beam Application: Floor
Lateral Bracing: Continuous Top
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 17.5 PLF
Filename: KYB8
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Point (LBS) 9' 4.00" 4073 7035 Snow
Point (LBS) 8' 6.00" 4331 0 Snow
Point (LBS) 6' 6.00" 377 0 Snow
Point (LBS) 4' 6.00" 286 0 Snow
Additional Uniform (PLF) 0' 0.00" 9' 6.00" 80 0 Live
Additional Uniform (PSF) 0' 0.00" 9' 6.00" 1' 0.00" 15 40 Live
1 1 1 -
m m
960 /
/ 0 0
960
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 5.500" 1.500" 1453# --
2 8' 8.750" Wall 5.500" 4.081" 16068# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live Snow
1 1104# 349# 0#
2 9033# 349# 7035#
Design spans
8' 8.750"
Product: 1 3/4x11 7/8 Versa -Lam SP 2.0 -3100 3 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4538.'# 33189.'# 13% 5.67' Total load D +L
Shear 3197.# 10661.# 29% 8.72' Total load D
Max. Reaction 16068.# 21656.# 74% 8.73' Total load D +S
TL Deflection 0.0425" 0.4365" L/999+ 4.8' Total load D +L
LL Deflection 0.0071" 0.2910" L/999+ 4.36' Total load L
Control: Max. Reaction
DOLs: Live =100% Snow = 115% Roof = 125% Wind =133%
Design assumes a repetitive member use increase in bending stress: 4 % �H •
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives /
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STRUCTURAL %
b nio.36a5 t k
BOSTlip ,,1
ib � /�E A� `., .
y All product names are trademarks of their respective owners
e Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED,
"Passing Is defined as when the member, floor Joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet The design must be reviewed by a qualified designer or design professional
as required for approval. This design assumes product installation according to the manufacturer's specifications.
' WRIGHT BUILDERS, INC. 11A44E OT 4 QaPNV _L J
48 Bates Street
NORTHAMPTON, MA 01060 / 324- /i9
DATE Q / { O y JOB NO. t d7 (413) 586 -8287 ATTENTIO % N (// o / V / ^ — {( 0...
FAX (413) 587 -9276 ����(�_jj -/ ��) •
TO -- t 1 ( 1 b g-T�} -A4 i-,M P nl M c P-N r n v-s1 i>t
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WE ARE SENDING YOU s glAttached ❑ Under separate cover via the following items:
>
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If enclosures are not as noted, kindly notify us at once.
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45 OLANDER DR BP- 2008 -0854
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 38A - 119 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Cate�:ory: BUILDING PERMIT
Permit # BP -2008 -0854
Project # JS- 2008 - 001303
Est. Cost: $232877.00
Fee: $1288.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: 5B Contractor: License:
Use Group: R4 Wright Builders 84280
Lot Size(sy. ftj Owner: Wright Builders
Zoning P Amlicant_Wr ight iu ilders
AT: 45 OLANDER DR
Applicant Address: Phone: Insurance:
48 Bates St (413) 586 - 8287 Workers Compensation
NORTHAMPTONMA01060 ISSUED ON :4/28/2008 0 :00 :00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT SFH W /ATT
GARAGE /DECK/PORCH
POST THIS CARD SO IT IS VISIBLE FROM THESTREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: °• Service. /b U 1°/ -Meter o� t
(o' tot) Footings. OK ��.� •
Rough; Rough: a ,' t1 e a House # Foundation: ke s �� /Z�� cm-
Driveway Final: ✓
Final:1 a9 Einal: Z,41.4-7 L 41L . 7 1.1/46 /. loir
Rough Frame :u �/v l - t v 0 %2
`b 8 pp9 sins 1l'/g
as. - . . 4 - t Fireplace /Chimney:
1 -Al 6 4$ L, ,t/
Rough: q_a t 0 8 Oil: Insulation: r `• ` � c 1
Final: UC. 0g ' moke Final: e k !O ' (274 t
'1411S PERNIIT MAY BE REVOKE THE; CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGUL • ' ONS.
Certificate of Occupanc .A Si nature: • __ +)`
FeeType: Date Paid: Amount:
Buildin X4/28/2008 0:00:00 S1288.0028888
12 !Hain Street, Phone ;413) 587-1240, Fax: (413) 587 -1272
Building Contrnissioner - Anthony Patillo
Aif