10 LATHROP STREET - BUILDING INSPECTION 10 LATHROP STREET _
` 1
� I
Forte MEMBER REPORT Level,Fbor.Drop Beam PASSED
Lt - �•software 1 piece(s) 3 1/2" x 5 1/4" 1.8E Parallamp PSL -
Overall Length:15'10.50"
0 1 1 1 1 1 +0
i,
T6.00" i, T6,00"
0 0 0
All Dimensions Are Horizontal;Drawing I5 Conceptual
Design Results acbwl jmotion Allowed Result lDF Load tombinatian(load Patten) System:Floor
Member Reaction(IDS) 1224 @ 711.25" 5206 Passed(24%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam
Shear(Ibs) 567 @ 7'4.25" 2818 Passed(20%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) -927 @ 7'11.25" 3672 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live load Defl.(in) 0.103 @ 12'0.00" 0.259 Passed(Lf905) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:Aso
Total Load Defl.(in) 0.106 @ 12'0.00" 0.389 Passed(L/881) -- 1.0 D+1.0 L(Alt Spans)
• Defection criteria:LL(1-1360)and TL(U240).
• Bracing(LL):All compression edges(top and bottom)must be braced at 15'10.50"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required W achieve member stability.
Bearing SUPPort Reactions(lbs) ....
Supports Total Available Required Dead Floe live Roof Dve Snow Wind Seismic Accessories
1-Stud wall-Spruce Pine Mr 3.50" 3.50" 1.50" 18 (264/-61) 0 0 0 0 Blocking
2-Stud wall-Spruce Pine Fr 3.50" 3.50" 1.50" 56 1169 0 0 0 0 Blocking
3-Stud wall-Spruce Pine Fr 3.50" 3.50" 1.50" 18 (360/-53) 1 0 0 0 0 Blocking
.Blocking Panels are assumed to carry no leads applied directly above them and the full load is applied to the member being designed.
Tributary Dead Floor Live Roof Live smmv Wind Seismic
Loads Location Width (0.90) (1.00) (1.15) (1.60) (1.60) comments
1-Point(lb) 2'6.00" N/A 0 280 0 0 0 0 Residential-Living Areas
2-Poinhib) 5'0.00" N/A 0 280 0 0 0 0
3-Point(Ib) 7'6.00" N/A 0 280 0 0 0 0
4-Pcinl(lb) 9'6.00" N/A 0 280 0 0 0 0
5-Poinhile) 12'0.00" N/A 0 1 280 0 0 10 0
6-Point(Ib) 14'0.00" N/A 0 280 0 0 0 0
iLEVELO Notes (ij)SUSTAINABLE FORESTRY INITIATIVE
!Level®warrants that the sizing of Its products will be in accordance with itevel®product design criteria and published design valuesiL.evelp expressly YF
disclaims any other warranties related to the software.Refer to current!Level@ literature for installation details.(www.iLe+el.com)Accessories(Rim Board,
Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended ro circumvent the need for a design professional as
determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the
overall project.iLevel(g)products manufactured at Weyerhaeuser facilities are third-parry certified ro sustainable forestry standards.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
)
0 AACy/ / 44-1
LEs lF0 7 T
P
oa No 9E o In LJ(Av o
�L I%
w 1 �
Qtj Of
Forte software Operator T.lob Notes 112312012 9:39:52 AM
Paw Lessard !Level Forte v2.2,Design Engine:V5.3.0.1
Paul Lessard,Architect LATHRO-1.4TE
(978)210-1960
Paul@paulamhitect com Page 1 of 1
Is
�•t te ForMEMBER REPORT Level Free Standing Post PASSED
software 1 pieces) 3 1/2rr x 3 1/2" 1.3E TimberStrand0 LSL
Post Height: 6'0.00"
j Design Results Actual Allowed Result UDF Load combination
Slenderness 21 50 Passed(41%) -- --
Compression(lbs) 1000 12439 Passed(8%) 1.00 1.0 D+1.0 L
Base Bearing(Ibs) 1000 396900 Passed(0%) -- 1.0 D+1.0 L
Bending/Compression 0.05 1 Passed(5%) 1.00 1.0 D+1.0 L
• Axial load eccentricity for this design is 1/6 of applicable member side dimension.
• Applimblecalcvlationsarebaselon NDS2005 methodology.
Supports Type Material Member Type:Free Standing Post
Base Plate Steel
Building Code:IBC
Max Unbraced Length Comments Design Methodology:ASD
Full Member Length No bracing assumed.
Lva ft iS CmCtIcfuai
Dead Floor Live Roof Live Snow Wind seismic
Vertical Load (0.90) (1.00) coon-snow:1.25) (1.15) (1.60) (1.60) Comments
1-Point(lb) 200 800 0 0 0 0
iLEVEL®Notes l SUSTAINABLE FORESTRY INITIATIVE
(Level®warrants Nat the sizing of it pmducls will be In accordance with(Level®product design cnteria and published design values.iLevel@ egrressly
disclaims any other warranties related to the software.Refer to current Revel@ literature for Installation details.(www.ilevel.mm)Accessones(Rim Board,
Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as
determined by the authority having jurisdiction.The designer of record,builder or tmmer is responsible to assure that this calculation Is compatible with the
overall project.ReveJO products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry Standards.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
VV
04
ED AR ,y
s� C
� M,
� �SJ
FglN OF MPS�PG�
Forte Software Operator Job Notes - 1/23/2012 9:39:15 AM
Paul Lessard iLevel Forte v2.2,Design Engine Ver:V5.3.0.1
Paul Lessard,Architect LATHRO-2.4TE
(978)210-1960
paul@paulamhitect.com
Page 1 of 1
1 �'a Public Prapertq i9epartment
Nuilbing Department
(One 6alem (6reen
500-745-9595 VR. 300
Leo E. Tremblay
Director of Public Property
Inspector of Building
Zoning Enforcement Officer
02/03/94
Dear Property Owner:
The following notice is in regard to your property located at:
10 Lathrop Street, Salem, Mass.
It is your responsibility to have snow and ice removed from your sidewalk
within six (6) hours after the snow ceases to fall. Failure to do so will
result in a fine being posed on your property.
Please contact this office upon receipt of this letter as to your course
of action.
Leo E. Tremblay
Director of Public Pro erty