34-030 (3) I
--2 14nIk?, L-vL. I I
c
----- -r-2 x to —— - ---
�
N I
I
r � N
I y ,
I
_LL-L I 111LI I �
I
I
I i i
cR� y
SOVEREIGN , 6 N 5 '
- '
Mme. - • BRUW DeVRIESE
(�„ 1 135 Southam {rPb Aa�i.li yr-t ♦i ._- r .. ...._� /� eorumc.-T
JUN-16-98 TUE 16;44 TRUS JOIST MACMILLAN FAX NO. 6099869806 P. 11
� �, AVq - Ridge Beam at Rear
TJ,&zn,4w v5.02 scmrNumbra-.WiWO" 3 Pcs of 1.75" x 14" 1.9E Microllam®LVL
MASTsaN E1111 8!18/98 4:1?29 PM
P2gC 7 Of 7 BUX C,OOO:035
THIS PRODUCT MEETS OR EXCEEDS THE SETT DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope.0 Roof Slope;12112
0
7��1521
LOADS:All dimensions are horizontal. Product Diagram is Conceptual.
Anatvsis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width:1'47
Loeds(psf):35 Live at 115%duration,10 Dead,and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Uniform(olf) Snow mis) 300 160 0 to V Replaces
Taoered(otf) Snow(1.15) 300 to 0 150 to 0 9'to 18' Replaces
Point(ibs.) Snow(1.15) 5380 3478 18' Adds to
-SUPPORTS: INPUT BEARING REACTIONS(lbS.)
WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER
1 Column 3.50' 3.5" Left Face 3602 1 2152/5754 Detail R1 SB Shear Blocking
2 Column 3.50" 3.5" Right Face 5992 13&63/9855 Detail R1 SS Shear Blocking
-See TJM SPECIFIERSS/BUILDER'S GUIDES for detail(s):R1.
DESIGN CONTROLS:
MAXIMUM DESIGN ALLOW. CONTROL LOCATION
Shear(lb) 9841 9730 18060 Passed(61%) RT_and Span 1 tinder Snow Roof loading
Moment(ft-lb) $4514 34514 41846 Passed(82%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.817 1.058 Passed(U311) MID Span 1 under Snow Roof loading
Total Defl.(in) 1.323 1.411 Passed(L/192) MID Span 1 under Snow Roof loading
-Deflection Criteria:STANDARD(LL:U240,TL_Ul80).
ADDITIONAL NOTE3:
-IMPORTANT!The analysis presented is output from software developed by Trus Joist MacMi lan(TJM). Allowable product values shown
are in accordance with current TJM materials and code accepted design values. TJM Engineering has verified the analysis.The
input loads and dimensions have been provided by others( and must be verified and approved
for the specific application by the design professional for the Droiect,
-THIS ANALYSIS FOR TRUS JOIST MaoMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above.
Braong(Lu):All compression edges(top and bottom)must be braced at 8'1' o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
-Design assumes adequate continuous lateral support of the compression edge.
-Note:See TJM SPECIFIERS/BUILDER'S GUIDES for multiple ply connection.
OPERATOR NOTES
BASED ON INFORMATION
PROVIDED BY COSTUMER
PROJECT INFORMATION OPERATOR INFORMATION:
SOVEREIGN BUILDERS TRUS JOIST MACMILLAN
RYAN CATHRALL
104A CENTRE BLVD.
MARLTON.NJ 08053
609-596.5555
FAX-609-9859806
Copyrlpbt O 1977 by Trull Jopat mogMitlan.a emlted naraierahrp,Bola,Idaho,USa TJ Suing°'is s trademwk or Trua Jum Matmaian.
Miaoll3ol®is a registered tradengrk of nus JW MacMAlan.
JUN-16-98 TUE 16;43 TRUS JOIST MACMILLAN FAX NO. 6099859806 P. 10
2 PCs of 1.75" x 9.5" 1.9E Microllam& LVL
TJ-3xm4II 4502 $enRi NumW..aoTigoW
MASTSizN 0111 dAdU 4:11;IO Pan
Pape 1 of 1 Suno Code:035
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:0 Roof Slope:12112
_ 7
UJ. 111
LOADS:All dimensions are horizontal. Product Diagram is Conceptual.
Analvsis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width:1'4"
Lcads(psf):35 Uve at 115%duration,10 Dead,and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Tapered(olf) Fioor(1.00) 0 to 0 0 to 81 0 to 5'9" Adds to
Tapered(pM Snow(1.15) 0 to 0 81 to 0 5'9"to 11'6 Adds to
SUPPORTS: INPUT BEARING REACTIONS(lbs.)
WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER
1 2x4 Stud Wall 150" 3.5" Left Face 2681394/663 Detail R1 SB Shear Blocking
2 2x4 Stud Wall 3.50" 3.5" Right Face 268/394/663 Detail R1 SF3 Shear Blocking
-See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):R1.
DESIGN CONTROLS:
MAXIMUM DESIGN ALLOW. CONTROL LOCATION
Shear0b) 650 585 7265 Passed(8%) RT_end Span 1 under Snow Roof loading
Mornent(ft4b) 2018 2018 13541 Passed(15%) MID Soan 1 under Snow Roof loading
Live Defl.(ln) 0.037 0.558 Passed(U999+) MID Span i under Snow Roof loading
Total Defl.(in) 0.101 0.744 Passed(U999+) MID Span 1 under Snow Roof loading
-Deflection Criteria:STANDARD(LL_u240,TL1/180),
ADDITIONA_L_NOTES:
IMPORTANT!The analysis presented is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown
are in accordance with current TJM materials and code accepted design values. TJM Engineering has verified the analysis.The
input loads and dimensions have been provided by others( )and must be verified and approved
for the spectffc application by the design professional for the proiect
•THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above.
Bracino(Lu):All compression edges(top and bottom)must be braced at 57"11" o/c unless derailed otherwise, Proper attachment
and oositionina of lateral bracinn is required to achieve member stability.
-Design assumes adequate continuous lateral support of the 00moression edge.
-Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
OPERATOR NOTES
BASED ON INFORMATION
PROVIDED BY COSTUMER
PROJECT INFORMATION OPERATOR INFORMATION:
SOVEREIGN BUILDERS TRUS JOIST MACMILLAN
RYAN CATHRALL
104A CENTRE BLVD.
MARLTON.NJ 08053
609-5965555
FAX-609.985.9806
Copyright®1991 by%s Jdar Macvdwn.a kwied pan-Fthip.Soac,ioano.uSa. Ti-Sizing^'is a iradema*of T=Jow mxmuan.
MbbhffA is a roastoecd teadgmefk of TPA Joist MaeMabn.
JUN-16-98 TUE 16:42 TRUS JOIST MACMILLAN FAX NO. 6099859806 P. 09
��►t� ��, 2 PCs of 1.75" x 9.5" 1.9E MicrollamV LVL
TJStrJnQr- vti.tr� Sepal NUnbfX GD71pQpG6
k1ASTSZ4 0111 GM&W 4.,n?37 PM
Pagr,.�of� dusd Code:035
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:0 Roof Slope:12112
11�3
o. .0
4'81.-Q
LOADS:All dimensions are horizontal- Product Diagram is Conceptual.
Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width:6'
Loads(psf):35 Live at 115%duration,10 Dead
SUPPORTS: INPUT BEARING REACTIONS(lbs.)
WIDTH LENGTH JUSTIFICATION LIVE!DEAD/TOTAL DETAIL OTHER
1 2x4 Stud Wall 3.50" 3.5' Left Face 490 12191709 Detail Ri SS Shear Dleckinq
2 2t4 Stud Wall $.ST 3.5' Right Face 490/2191709 Detail R1 SS Shear Blocking
-See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):R1.
DESIGN CONTROLS:
MAXIMUM DESIGN ALLOW_ CONTROL LOCATION
Shear(lb) 659 380 7265 Passed(5%) LT.end Span 1 undcr Snow Roof loading
Moment(ft4h) 714 714 13541 Passed(5%) MID Span 1 under Snow Roof loading
Live Defl.0n) 0.005 0.217 Passed(U999+) MID Span 1 under Snow Roof loading
Total Defl.(n) 0.008 0289 Passed(U999+) MID Span 1 under Snow Roof loading
-Deflection Criteria:STANDARD(LL:U240,TLL/180).
ADDITIONAL NOTES:
-IMPORTANT!The analysis presented i6 output from software developed by Trus Joist MacMinan(TJM). Allowable Droduct values shown
are in accordance with current TJM materials and Code accepted design values. TJM Engineering has verified the analysis-The
input loads and dimensions have been provided by others( )and must be verified and approved
for the specific application by the design professional for the oroiect.
-THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above.
-Bracina(Lu):All compression edges(top and bottom)must be braced at 57'11* 0/0 unless detailed otherwise. Proper attachment
and positioning of lateral bracing is required to achieve member stability.
-Design assumes adequate conUnuous lateral support of the compression edge.
-Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
OPERATOR NOTES
BASED ON INFORMATION
PROVIDED BY COSTUMER
PROJECT INFORMATION OPERATOR INFORMATION:
SOVEREIGN BUILDERS TRUS JOIST MACMILLAN
RYAN CATHRALL
104A CENTRE BLVD_
MARLTON,NJ 08053
605-595-5555
FAX-609-985-9808
Cooftht®1997 bV Trus Joist MeetdWW,a limited PwtW4s 1P,90156,Idaho.USA. TJ-3i6V—is a trJdemark of Trus Joist Mwmilhan.
Mierooan&is a nogistcred trdpertai*of Trus Joist MacMilEan.
JUN-16-98 TUE 16:42 TRUS JOIST MACMILLAN FAX NO. 6099859806 P, 08
2 PCs of 1.75" x 9.5" 1.9E Microllam® LVL
TJ.Wnp^ v5.02 Scrpl Numbw.607100004
MASTS&N E1111 6116M 4:00:41 PM
Page 1 of 1 5WId Code'.035
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:0 Roof Slope:12112
F_
1❑.
15
LOADS:All dimensions are horizontal. Product Diagram is Conceptual.
Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width:3'
Loads(psf):35 Live at 116%duration,10 Dead,and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Uniform(plf) Floor(1.00) 60 30 0 to 16' Adds to
SUPPORTS: INPUT BEARING REACTIONS(lbs_)
WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER
1 2x4 Stud Wall 3.50" 3.5" Left Face 1238(S1.15)/6141 1852 Detail R1 SB Shear Blocking
2 2x4 Stud Wall 3.50" 3.5" Right Face 1238(S1.15)/614/1852 Detail R1 SB Shear Blocking
-See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):Ri.
DESIGN CONTROLS:
MAXIMUM DESIGN ALLOW. CONTROL LOCATION
Shearpb) 1808 1582 7265 Passed(22%) LT.end Span 1 under Snow Roof loading
Momentift-lb) 6631 6631 13541 Passed(49%) MID Span 1 under Snow Roof loading
Live Defl.fn) 0.378 0.733 132ssed(U466) MID Span 1 under Snow Roof loading
Total Defl.(in) 0-565 0,978 Passed(L/312) MID Span 1 under Snow Roof loading
-Deflection Criteria:STANDARD(LL!L/240,TL:080).
ADDITIONAL NOTES:
-IMPORTANT!The analysis presented is output from software developed by Trus Joist MaGMIIan(TJMI. Allowable product values shown
are in accordance with current TJM materials and code accepted design values. TJM Engineering has verified the analysis.The
input loads and dimensions have been provided by others( )and must be verified and approved
for the specific application by the design protiessional for the proiect.
-THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS,
-Allowable Stress Design msthodolopv was used for Building Code BOCA anaMrinn the TJM Oistribution product listed above.
-Brecing(Lu):Al comomsion edges(top and bottom)must be braced at 17'9" a/c unless detailed otherwise_ Proper attachment
and positioning of lateral bracing is reouired to achieve member stability.
-Design assumes adecluate continuous lateral support of the compression edge.
-Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
OPERATOR NOTES
BASED ON INFORMATION
PROVIDED BY COSTUMER
PROJECT INFORMATION OPERATOR INFORMATION;
SOVEREIGN BUILDERS TRUS JOIST MACMILLAN
RYAN CATHRALL
104A CENTRE BLVD.
MARLTON.NJ 08053
609-596-5555
FAX-i09-985.81306
Copynpnt A 1fle7 tYJ Tr115 Joist AOaCM�9n.a imitltl partncrsMp,6orc,l6,no,I,AjA. TJ3ong-i8 a ltademads of Tres Jags Wddiltm.
M 01011 cn®i9?mgsstered trademark of Trus Joist MaCWft).
JUN-16-98 TUE 16;41 TRUS JOIST MACMILLAN FAX NO, 6099859806 P, 07
1 � Front left of house
TJ-Smrab v5,02 Soft NNummber.60071MO84 Z PCs of 1.75"X 9.5" 1.9E Microllam® LVL
MAST94N E1111 VIM 4:06:49 PM
Pape 1 of 1 Build Code:095
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope:0 Roof Slope:12112
a, F
15•
LOADS:
All dimensions are horizontal. Product Diagram is Conceptual.
Analysis for 13EAM MEMBER Supporting SNOW Application. Tributary Load Width:l'
Loads(psf):35 Live at 115%duration,10 Dead,and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Tapered(DM Snow(1.15) 0 to 120 0 to 60 0 to 7'6" Replaces
Tapered(A Snow(1.15) 120 to 0 60 to 0 T 6"to 15' Replaces
SUPPORTS: INPUT BEARING REACTIONS(lbs.)
WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER
1 2x4 Stud Wail 3.50" 3.5' Left Face 450/2941744 Detail R1 SD Shear Blocking
2 2x4 Stud Wall 3-50- 3.5" Right Face 450/294/744 Detail R1 SB Shear Blocking
-See TJM SPECIFIERS/BUILDER'S GUIDES for deta9f(s):R1.
DESIGN_C_O_N_TR_OLS:
MAXIMUM DESIGN ALLOW. CONTROL LOCATION
Shear(lb) 742 740 7265 Passed(10%) RT.end Span 1 under Snow Roof loading
Momeont(ft-lb) 3509 3509 13541 Passed(26%) MID Span 1 under Snow Roof loadino
Live Defl.(in) 0.178 0.733 Passed(U987) MID Span 1 under Snow Roof loadinq
Total Defl.(in) 01288 0.978 Passed(U610) MID Span 1 under Snow Roof loading
-Deflection Criteria:STANDARD(LL:L/240,TL:U180).
ADDITIONAL NOTES:
-IMPORTANT!The analysis Cresented is output from software developed by Trus Joist MaCMillan(TJM), Allowable product values shown
are in accordance with current TJM materials and code acoepted design values. TJM Engineering has verified the analysis.The
input loads and dimensions have been provided by others( _,-)and must be verified and approved
for the soeoific application by the design professional for the Droiect,
-THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
Allowable Stress Design methodology was used for Building Code BOCA analvzinq the TJM Distribution product listed above-
-Braeina(Lu):All compression ednes(top and bottom)must be braced at 33'6" o/c unless detailed otherwise. Proper attachment
and Dositionina of lateral bracina is reouired to achieve member stability-
-DeSion assumes adequate continuous lateral support of the compression$doe.
-Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection,
OPERAT NOTES
BASED ON INFORMATION
PROVIDED BY COSTUMER
li ►�? 8 1,998
PROJECT INFORMATION OPERATOR INFORMATION:
SOVEREIGN BUILDERS TRUS JOIST MACMILLAN
RYAN CATHRALL
104A CENTRE BLVD.
J MARLTON,NJ 08053
609-596-5555
FAX-609-985-9806
CowvMht B'1997 in Trus Joist MacMi&A,a limited partnerzhip,291w,Idaho,USA, rJ-Sizing"'Is a trademark of Trus Joist MacMilan.
Mioro m®is a registered trademark of Trus Deist MocMilt on.