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MORTGAGE LOAN INSPECTION
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I hereby report that the premises shown on this plan, is not located within a Flood
Hazard Area as shown on Department of H.U.D. Federal Insurance Administration Maps,
Community Number 250167 0002A
Identificati ate April 3, X78
TO TI-IE SPRINGFIELD INSTITUTION FOR SAVINGS OWNER'
66- RICIIARD A. AND LINDA E. Df?VTNE
AND THE FIRST AMERICAN TITLE INS. CO. - on].y LOCATION' - - --_.
35 STILSON AVENUE, NORTIIr;MPTON, MASS.
To the best of my knoailedge, inforina- _ � ��_
Lion and belief, i hereby report that 1 II�° INC,have examined the premises and that this !'�� �� H� l-��*s� {• ASSOCIATES, C
inspection plat SWIS the improvement or SURVEYORS - ENGINEERS - LANDSCAPE ARtIMTECTS
improvements as located on the premises de- 30 INDUSTRIAL DRIVE EAST P.O. BOX 568
scribed, that the improvement or improve- NORTHAMPTON, MASSACHUSETTS 0I060
ments are entirely within lot lines , and __._..._.
that there are no encroachments upon the SCALE#
premises described by the improvement or `p Of 11! Z O
improvements of any adjoining premises , � ;Y- i
except as indicated. I further report that t)otKs OATEN
there are no easements of record affecting n W.
the tract shown hereon, except as rioted. 28M
Q JOB NO.: —
THIS PLAT IS FOR IDENTIFICATION PURPOSES ONLY AND DOES NOT CONSTITUTE A PROPERTY SURVEY
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Jeff Bott 06/14/04
K Bead Devinejob 11:20am
Key Beam fl Gable Wall 1 of 1
Ke Bean®Version 4.19
Member Data
Description: Member Type: Beam Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 40 plf Deflection Criteria: L/360 live, U240 total 1.000"max.LL
Dead Load: 10 plf Deck Connection: Nailed Member Weight: 6.8 plf
DOL: 100% Filename: KYB3
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform (plf) 0' 0.00" 12' 6.00" 40 10 100%
Replacement Uniform I or 0.00" 12' 6.00" 0 80 100%
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.50" 865# 253# 613# 865#
2 12'7.75" Wall N/A 1.50" 865# 253# 613# 865#
Design spans
12'7.75"
Product: 2.0 RigidLam LVL 1-3/4 x 7.25 2 Ply
Minimum 1.50" bearing required at bearing # 1
Minimum 1.50" bearing required at bearing # 2
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2735.'# 7892.'# 34% 6.32' Total load 100%
Shear 782.# 4821.# 16% .01' Total load 100%
LL Deflection .1035" .4215" L/999+ 6.32' Total load 100%
TL Deflection .3541" .6323" U428 6.32' Total load 100%
Control: TL Deflection
Manufacturers installation guide MUST be consulted formulti-ply connection details and alternatives
Al product names are trademaft of their respective owners John oLeary
Rugg Lumber Co
24 West St
Copyright(C)1989-20(2 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. Hatfdd,MA01068
(413)626-0025
Jeff Bott 06/14/04
Key'Beam Devine job 11:16am
1st Floor 1 of 1
Ke Bean®Version 4.19 �
Member Data
Description: Member Type: Beam Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 40 plf Deflection Criteria: U360 live, L/240 total 1.000"max. LL
Dead Load: 10 plf Deck Connection: Nailed Member Weight: 10.8 plf
DOL: 100% Filename: KYB1
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform sf) or 0.00" 12' 6.00" 13' 0.00" 40 10 100%
S
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.59" 4179# 3288# 891# 4179#
2 12'7.75" Wall N/A 1.59" 4179# 3288# 891# 4179#
Design spans
12'7.75"
Product: 11 7/8" 2.0E G-P LAM LVL 2 ply
Minimum 1.59" bearing required at bearing # 1
Minimum 1.59" bearing required at bearing # 2
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 13209.'# 19559.'# 67% 6.32' Total load 100%
Shear 3524.# 7897.# 44% .01' Total load 100%
LL Deflection .3063" .4215" U495 6.32' Total load 100%
TL Deflection .3892" .6323" U389 6.32' Total load 100%
Control: LL Deflection
Manufacturers installation guide MUST be consulted formulti-ply oonnection details and alternatives
Al product names are trademarl¢of their respective owners John CrLeary
Rugg Lumber Co
Copyright(C)1989-2002 b Ke R 24 West M St
y ymark Enterprises.Inc.All RIGHTS RESERVED. Hatfield,MA 01068
(41 3)626-0023
Jeff Bott 06/14/04
KeyBeam Devine j ob 11:16am
1st Floor SIR& 1 of 1
Ke Beam®Version 4.19
Member Data
Description: Member Type: Beam Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 40 plf Deflection Criteria: U360 live, U240 total 1.000"max. LL
Dead Load: 10 plf Deck Connection: Nailed Member Weight: 10.8 plf
DOL: 100% Filename: KYB1
Non-standard Loads
Type Trib. Lime Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform sf) 0' 0.00" 12' 6.00" 13' 0.00" 40 10 100%
12 6 E)
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.59" 4179# 3288# 891# 4179#
2 12'7.75" Wall N/A 1.59" 4179# 3288# 891# 4179#
Design spans
12'7.75"
Product: 11 7/8" 2.0E G-P LAM LVL 2 ply
Minimum 1.59" bearing required at bearing # 1
Minimum 1.59" bearing required at bearing # 2
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 13209.'# 19559.'# 67% 6.32' Total load 100%
Shear 3524.# 7897.# 44% .01' Total load 100%
LL Deflection .3063" .4215" U495 6.32' Total load 100%
TL Deflection .3892" .6323" U389 6.32' Total load 100%
Control: LL Deflection
Manufacturers installation guide MUST be consulted formulti-ply connection details and alternatives
AI product names are trademarta of thar respective owners John O'Leary
Rugg Lumber Cc
24 West St
Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. Hatfidd,MA01088
(413)626.0028
Jeff Bott 06/14/04
KeyBeam Devine j ob 11:20am
1st fl Gable Wall 1 of 1
Ke Beam®Version 4.19
Member Data
Description: Member Type: Beam Application: Floor
Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 40 plf Deflection Criteria: U360 live, U240 total 1.000"max. LL
Dead Load: 10 plf Deck Connection: Nailed Member Weight: 6.8 plf
DOL: 100% Filename: KYB3
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform (plf) 0' 0.00" 12' 6.00" 40 10 100%
Replacement Uniform I 0' 0.00" 12' 6.00" 0 80 100%
r
Bearings and Reactions
Input Minimum Worst Case
Location Type Brg.Length Brg.Length Total 100% Dead Total
1 0' .00" Wall N/A 1.50" 865# 253# 613# 865#
2 12'7.75" Wall N/A 1.50" 865# 253# 613# 865#
Design spans
12'7.75"
Product: 2.0 RigidLam LVL 1-3/4 x 7.25 2 ply
Minimum 1.50" bearing required at bearing # 1
Minimum 1.50" bearing required at bearing # 2
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2735.'# 7892.'# 34% 6.32' Total load 100%
Shear 782.# 4821.# 16% .01' Total load 100%
LL Deflection .1035" .4215" U999+ 6.32' Total load 100%
TL Deflection .3541" .6323" U428 6.32' Total load 100%
Control: TL Deflection
Manufacturers installation guide MUST be consulted formulti-ply connection details and alternatives
Al product names are trademarks of their respective owners John O'Leary
Rugg Lumber Cc
24 West St
Copyright(C)1983-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESER\,ED. Hatfield,MAO1W
(413)626-0023
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