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3600 Sawgrass Tr S - Plans �"/Uiiv� �o/t�'l I����� r _� � Member Report � � ��,$�s�� �� ,���,�„���;�� Label:TS7-2�Design Tag:i17905 � � 2 piece(s)of 1 3/4"x 9 1/2"TimberStrandO LSL Beam(1.55E) MemberType:Beam�Level:1st Floor Design Passed Product is Sufficient for Application and Loads Described .�, , ,. . � ... . .. �, . , ,. . � � �•.:, n �.. �� ,� , ,� � r ,�, . , , ..., � .. , � .�: . � :�. 1 2 � � T 8'4 3l4" � I� � � � S'4 3/4" . Building Code: IBC 2006 Design Methodology: ASD Member Cut Length: 8'4 3/4" Member Drawing Not to Scale Desian 12esults: ��sign �ocaaan g� Besult )„p� � � ,. � .. .,....�, . w,, . ,,.. .,.•;... . :� . , . � , .. �. .. �-.., , . Critical Reaction ` 6465 Ib @ 8'4 3/4" ' 6465 Ib(2 5/16") Passed-100% 1.15 1.0 Dead+1.0 Snow-(1) Shear 6456 Ib @ 7'7 1/4" 7902 Ib Passed-82% 1.15 1.0 Dead+1.0 Snow-(1) Moment 11029 Ib-ft @ 6'8 1/4" 11985 Ib-ft Passed-92% 1.15 1.0 Dead+1.0 Snow-(1) �Live Load Deflection , 0.21"@ 4'10 7/8" 0.28"U360 Passed-L/479 - 1.0 Dead+1.0 Snow-(1) �Total Load Deflection 0.32"@ 4'10 7!8" 0.42"U240 Passed-L/312 i - 1.0 Dead+1.0 Snow-(1) Desian Notes: *Bracing(Lu):All compression edges(top and bottom)must be braced at 5-02-03 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Su000rts: Maximum Analysis Reactions SuR�ort ,gt�rt E tin Source Dead Floor Live Roof Live Snow 1 0" 0" TS6-2(i17984) 6701b 361b - 11931b 2 8'4 3/4" - P808(i13660) .. ,�:. � . „, ... , u• ._ ,.. . ..., Loads: Maximum Load Magnitudes �LBg � E�r Source Dead Floor Live f Liv Snow Self Weight 0" 8'4 3/4" Self Weight 10 Ib/ft - - - Uniform 4'9 3/8" 6'8 1/4" User Load 206 Ib/ft - - 245 Ib/ft Point 4'10 7!8" - F46'(i17941) 58 1b 84 1b - 144 1b Point 6'8 1/4" - User Load 2346 Ib - - 4830 Ib Connector Information: Nailing Requirements oort Manufacturer Model Jsp Face Member Min.Seat Lenath Other Information 1 USP HD48-IF Not Applicable 14-16d x 3-1/2 6-10d x 3 1 1/2" Minimum seat length reported is based on the design load "�'� .� � z�" '�.� 7Q� ^rw..°�� .. , ,v .. � ,..,F I r,.,..:� .� �.%i'a'v�T� ... .az,. „. , , - Y. ... . ,...� Errors.Warninas.&Notes: 'The dead loads used in the design of this member were applied to the structure as projected dead loads. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. `Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. "Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 �• l File Name: 6008 Springdale A-F SR-167515 Javelin0 Soflware 4.4.0.445 Design Engine:V5.4.4.1 LENNAR-MN 8/21/2013 8:41:03 AM � Page 1 of 2 ��i.v�7 J�-:1;,�%!/ �i�/� `"� Member Report � ���_,�#,�, �,� ����,���,,��, Label:TS6-2�Design Tag:i17984 2 piece(s)of 1 3/4"x 9 1l2"TimberStrand�LSL Beam(1.55E) MemberType:Beam�Level:1st Floor Design Passed Product is Sufficient for Application and Loads Described � ,. ,�n., . ;. _.. . . ' �,. ,y �, .. . . E , . ... ; .:... �y. , � . - ����a � � ��'��' �, �., E �� ��� � � �� � � }"� r � Fw � . rr . ; , , �_: . . � . , : ,��� w .. �, ..: . ; ; ., 1 •��. M. ,. �.:., 2 � � � � s��o v2° �'hiz° r o v� � - �� 10'2 1/4" � Building Code: IBC 2006 Design Methodology: ASD Member Cut Length: 10'2 1/4" Member Drawing Not to Scale DeSlqn ReSUItS esign Ya�Locetidn „ Ilowetl .-�' ��13e`su(f,� �, y(�,QF_ _`j93��}mbin�t�on (��oad Grouo1` . .� �� � .� _: _ .. , P, .,,� s, �. Critical Reaction 3290 Ib @ 9'0 1/4" . 8881 Ib(1 1/2") Passed-37% 1.15 1.0 Dead+1.0 Snow-(1) Shear 1911 Ib @ 9'11 1/2" 7902 Ib Passed-24% 1.15 1.0 Dead+1.0 Snow-(1) Moment -2046 Ib-ft @ 9'0 1/4" 11985 Ib-ft Passed-17% 1.15 1.0 Dead+1.0 Snow-(1) �Live Load Deflection 0.03"@ 3'10 1/2" 0.30"L/360 Passed-L/999 - 1.0 Dead+1.0 Snow-(1) Total Load Deflection 0.05"@ 3'10 9/16" 0.45"L/240 Passed-L/999 - 1.0 Dead+1.0 Snow-(1) � Desian Notes: 'Bracing(Lu):All compression edges(top and bottom)must be braced at 10-02-04 o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve memberstability. Supoorts: Maximum Analysis Reactions Su000rt Start E�1n Source Dead Floor Live Roof Live Snow 1 0" - TS7-2(i17983) 2521b -51b - 4441b 2 8'10 1/2" 9'2" PB04(i3253) 1196 Ib 41 Ib - 2124 Ib Loads: Maximum Load Magnitudes Iyg� ,�ar� E�In Source Dead Liv R of i Snow Self Weight 0" 10'2 1/4" Self Weight 10 Ib/ft - - - Uniform 0" 10'2 1/4" User Load 66 Ib/ft - - 135 Ib/ft Point 10'0 1/2" - TS7-2(i17905) 670 Ib 36 Ib - 1193 Ib Connector Information: Nailing Requirements Su o Manufacturer Model T� Face Mem Min.Seat Lenath Other Information 1 USP THD410 Not Applicable 38-16d x 3-1/2 20-10d x 3 1 1/2" Minimum seat length reported is based on the design load Errors.Warninas.8�Notes: *The dead loads used in the design of this member were applied to the structure as projected dead loads. "The member graphic,dimensions,and tocations shown on this report are based on the centerline of the member. 'Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. . 'Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: 6008 Springdale A-F SR-167515 JavelinO Software 4.4.0.445 Design Engine:V5.4.4.1 LENNAR-MN 8/21/2013 8:42:47 AM Page 1 of 2