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0103-049 (CSCS) Structural Calcsa B.G. STRUCTURAL ENGINEERING Yom, BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 45-535 Via Corona Indian Wells, CA 92210 (760)568-3553 (760)568-5681 Fax Point Ha — Buildin s 4 & 51. C1 OF L.A QU'1NTP BUILDING & SAFETY DE APPROVED FOR CONSTRUCTION DATE4�1�� Prest Vuksic Architects 74-020 Alessandro, Suite C Palm Desert, Ca. 92260 Job Number: 854.27 May 25, 2001 Owner Revisions �/ROFESS/pNq< \Q� G O TTS/ Fyc m� n �� m qrF pF CAL�FO�� VALID ONLY IF SIGNED IN RED CC I�V&dvt- Beam 6256 TJ-Bean35.55 Serial Number. 700109817 5.25" x 24" Parallam® PSL Commercial Beam BEAMUSA 1111 5/24/2001 10:19:03 AM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 360 468 0 to 2'6" Replaces n Uniform(plf) Roof(1.25) 100 90 2' 6" to 8' Replaces Lf. end Span 1 under Roof loading Point(lbs.) ,n 14055 2'6" Adds to MID Span 1 under Roof loading All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 360 468 0 to 2'6" Replaces LOCATION Uniform(plf) Roof(1.25) 100 90 2' 6" to 8' Replaces Lf. end Span 1 under Roof loading Point(lbs.) Roof(1.25) 10810 14055 2'6" Adds to MID Span 1 under Roof loading Point(lbs.) Roof(1.25) 5827 7575 4' Adds to MID Span 1 under Roof loading SUPPORTS: INPUT BEARING REACTIONS(lbs.) Passed(U963) MID Span 1 under Roof loading WIDTH LENGTH LIVE/DEADrrOT. PLY DEPTH DETAIL OTHER 1 Column 5" 6.721" 11469 / 14996 / 26465 1 24.0" Blocking 2 Column 5" 5" 6618 / 8614 / 15232 1 24.0" Blocking -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 26212 24369 30450 Passed(80%) Lf. end Span 1 under Roof loading Moment(ft-Ib) 55770 ' 55770 140965 Passed(40%) MID Span 1 under Roof loading Live Defl.(in) 0.040 0.247 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.092 0.371 Passed(U963) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning.of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance With TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc. Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright m 2000 by Trus Joist, a Weyerhaeuser Business. TJ -Beam' is a trademark of Trus Joist. Parallam is a registered trademark of Trus Joist . C:\1-DATA\BG-STRU\Jobs\Vukslc\Point Happy - Bldg. 4 & 5 854.27\B25B.bm PROJECT . �IAII*. MOPY ITEM B. -G.. STRUCTURAL -ENGINEERING -11�12:6v.. SHEET NO.. JOB NO GATE ENGINEER- . y Zf Bearn B33A TJ -Bear rfTM �s.ss" sena umber: 700109817 7" x 24" Parallam® PSL Commercial Beam BEAMUSA 1111 5/24/2001 3:18:57 PM . Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 n' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 268 300 0 to 30' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5:50" 5.5" 4020 / 5288 / 9308 1 24.0" Blocking 2 2x6 Stud Wall 5.50" 5.5" . 4020 / 5288 / 9308 1 , 24.0" Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 9101 7782 40600 Passed(19%) Lt. end Span 1 under Roof loading Moment(ft-Ib) 66738 66738 .187954 Passed(36%) MID Span 1 under Roof loading Live Defl.(in) 0.297 0.978 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.687 1.467 Passed(U513) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL1/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright O 2000 by Trus Joist, a Weyerhaeuser Business. TJ-BeamT" Is a trademark of Trus Joist Parallam® is a registered trademark of Trus Joist . C:\1-DATA\BCrSTRUUobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B33A.bm le B.G. Structural Engineering, Inc. Title : Point Happy - Bldg. 4 & 5 Job # 854.27 45-535 Via Corona Dsgnr: BG Date: 10:30AM, 24 MAY 01 Indian Wells, CA 92210 Description (760)568-3553 Scope (760) 568-5681 FAX Rev.. 510300 User. KW -0503989. Ver 5.1.3,22Jurr1999, WhM General Footing Analysis & Design Page 1 (c) 198399 ENERCALC c:1ec\wksic 854-27.ecw:Calculations Description F9 - Pad Footing General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allowable Soil Bearing 1,500.0 psf Dimensions... Short Term Increase 1.330 Width along X -X Axis 5.500 ft Base Pedestal Height 0.000 in Length along Y=Y Axis 5.500 ft Seismic Zone 4 Footing Thickness 18.00 in Overburden Weight 0.00 psf . Col Dim. Along X -X Axis 12.00 in Live & Short Term Combined 1,195.2 psf Col Dim. Along Y -Y Axis 12.00 in Pc 2,500.0 psi Allowable Fy 60,000.0 psi Min Steel % 0.0014 Concrete Weight 145.00 pcf Rebar Center To Edge Distance 3.50 in Loads 0.000 in 3.01 psi Applied Vertical Load... "Y' Ecc, of Resultant Dead Load 16.755 k ...ecc along X -X Axis 0.000 in Live Load 12.819 k ...ecc along Y -Y Axis 0.000 in Short Term Load k 1 -Way 9.017 Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Moments... (pressures @ left & right) (pressures @ top & bot) Dead Load k -ft k -ft Live Load k -ft k -ft Short Term k -ft k -ft 1.26 k -ft Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Shears... (pressures @ left & right) (pressures @ top & bot) Dead Load k k Live Load k k Short Term k k wpm ACI 9-1 ACI 9-2 AGI 9-3 Vn • Phi Footing Design OK 5.50ft x 5.50ft Footing, 18.Oin Thick, w/ Column Support 12.00 x 12.00in x O.Oin high 22.78 psi 8.30 psi DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,195.2 1,195.2 psf Max Mu 3.786 k -ft per ft Allowable 1,500.0 1,995.0 psf Required Steel Area 0.244 in2 per ft "X' Ecc, of Resultant 0.000 in 0.000 in 3.01 psi 85.00 psi "Y' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn' Phi Vu @ Bottom 1 -Way 9.017 85.000 psi X -X Min. Stability Ratio No Overturning 1.500 :1 2 -Way 24.901 170.000 psi Y -Y Min. Stability Ratio No Overturning As Read Mu @ Left 3.79 k -ft Shear Forces ACI 9-1 ACI 9-2 AGI 9-3 Vn • Phi Two -Way Shear 24.90 psi 22.78 psi 8.30 psi 170.00 psi One -Way Shears... Vu @ Left 9.02 psi 8.25 psi 3.01 psi 85.00 psi Vu @ Right 9.02 psi 8.25 psi 3.01 psi 85.00 psi Vu @ Top 9.02 psi 8.25 psi 3.01 psi 85.00 psi Vu @ Bottom 9.02 psi 8.25 psi 3.01 psi 85.00 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru / Phi As Read Mu @ Left 3.79 k -ft 3.46 k -ft 1.26 k -ft 20.0 psi 0.24 in2 per ft Mu @ Right 3.79 k -ft 3.46 k -ft 1.26 k -ft 20.0 psi 0.24 in2 per ft Mu @ Top 3.79 k -ft 3.46 k -ft 1.26 k -ft 20.0 psi 0.24 in2 per ft Mu @ Bottom 3.79 k -ft 3.46 k -ft 1.26 k -ft 20.0 psi 0.24 in2 per ft -,f B.G. Structural Engineering, Inc. Title : Point Happy - Bldg. 4 & 5 Job # 854.27 45-535 Via Corona Dsgnr: BG Date: 10:30AM, 24 MAY 01 Indian Wells, CA 92210 Description (760) 568-3553 Scope: (760) 568-5681 FAX . Rev.. 510300 User. KW -=3989, Ve 5.1.3,22Juo-IM. WirW General Footing Analysis & Design Page 2 (c)1983-99 ENERCALC c:1ec\vuksic 854-27.ecw:Calculations Description F9 - Pad Footing Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 1,195.15 1,195.15 1,195.15 1,195.15 psf DL + LL + ST 1,195.15 1,195.15 1,195.15 1,195.15 psf Factored Load Soil Pressures ACI Eq. 9-1 1,800.34 1,800.34 1,800.34 1,800.34 psf ACI Eq. 9-2 1,673.21 1,673.21 1,673.21 1,673.21 psf ACI Eq. 9-3 694.25 .694.25 694.25 694.25 psf ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor' 1.400 ACI 9-1 & 9-2 .LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 k - B.G. Structural Engineering, Inc. 45-535 Via Corona . Indian Wells, CA 92210 (760)568-3553 (760) 568-5681 FAX Rer. 510300 User. KW -0603989, Ver 5.1.3, 71Jun1999, Wui32 (c)1983-99 ENERCALC Title: Point Happy - Bldg. 4 & 5 Dsgnr: BG Description Scope : General Footing Analysis & Design Description F10 - Pad Footing Job # 854.27 Date: 10:33AM, 24 MAY 01 Page 1 LGeneral Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Allowable Soil Bearing 1,500.0 psf Dimensions... Short Term Increase 1.330 Width along X -X Axis 8.000 ft Base Pedestal Height 0.000 in Length along Y -Y Axis 8.000 ft Seismic Zone 4 Footing Thickness 18.00 in Overburden Weight 0.00 psf Col Dim. Along X -X Axis 12.00 in Live & Short Term Combined Col Dim. Along Y -Y Axis 12.00 in fc 2,500.0 psi 18.44 psi Fy 60,000.0 psi Min Steel % 0.0014 Concrete Weight 145.00 pcf Rebar Center To Edge Distance 3.50 in Loads 16.88 psi 6.16 psi Applied Vertical Load... Dead Load 33.357 k ...ecc along X -X Axis 0.000 in Live Load 25.407 k ...ecc along Y -Y Axis 0.000 in Short Term Load k 18.44 psi 16.88 psi Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Moments... (pressures @ left & right) (pressures @ top & bot) Dead Load k -ft k -ft Live Load k -ft k -ft Short Term k -ft k -ft 2.87 k -ft Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Shears... (pressures @ left & right) (pressures @ top & bot) Dead Load k k Live Load k •k Short Term k k Summary IFooting 0.24 in2 per ft Mu @ Bottom 8.60 k -ft Design OK 2.87 k -ft 8.00ft x 8.00ft Footing, 18.Oin Thick, w/ Column Support 12.00 x 12.00in x O.Oin high per ft DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 1,135.7 1,135.7 psf Max Mu 8.599 k -ft per ft Allowable 1,500.0 1,995.0 psf Required Steel Area 0.244 in2 per ft "X' Ecc, of Resultant 0.000 in 0.000 in "Y' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn' Phi 1 -Way 18.440 85.000 psi X -X Min. Stability Ratio No Overturning 1.500 :1 2 -Way 54.109 170.000 psi Y -Y Min. Stability Ratio No Overturning Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Vn' Phi Two -Way Shear 54.11 psi 49.52 psi 18.07 psi 170.00 psi One -Way Shears... Vu @ Left 18.44 psi 16.88 psi 6.16 psi 85.00 psi " Vu @ Right 18.44 psi 16.88 psi 6.16 psi 85.00 psi Vu @ Top 18.44 psi 16.88 psi 6.16 psi 85.00 psi Vu @ Bottom. 18.44 psi 16.88 psi 6.16 psi 85.00 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru / Phi As Read Mu @ Left 8.60 k -ft 7.87 k -ft 2.87 k -ft 45.4 psi 0.24 in2 per ft Mu @ Right 8.60 k -ft 7.87 k -ft 2.87 k -ft 45.4 psi 0.24 in2 per ft Mu @ Top 8.60 k -ft 7.87 k -ft 2.87 k -ft 45.4 psi 0.24 in2 per ft Mu @ Bottom 8.60 k -ft 7.87 k -ft 2.87 k -ft 45.4 psi 0.24 in2 per ft B.G. Structural Engineering, Inc. 45-535 Via Corona Indian Wells, CA 92210 (760) 568-3553 (760) 568-5681 FAX Rev. 510300 User. KW -0603989, Ver 5.1.3, 22Ju 1999, W1n32 (c)1983.99 ENERCALC Title: Point Happy - Bldg. 4 & 5 Job # 854.27 Dsgnr: BG Date: 10:33AM, 24 MAY 01 Description : Scope: General Footing Analysis & Design Description F10 - Pad Footing 854-27 Page 2 Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+ LL 1,135.69 1,135.69 1,135.69 1,135.69 psf DL+ LL + ST 1,135.69 1,135.69 1,135.69 1,135.69 psf Factored Load Soil Pressures ACI Eq. 9-1 1,709.06 1,709.06 1,709.06 1,709.06 psf ACI Eq. 9-2 1,589.96 1,589.96 1,589.96 1,589.96 psf ACI Eq. 9-3 664.83 664.83 664.83 664.83 psf ACI Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 DL • 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic = ST' : 1.100 f B.G. STRUCTURAL ENGINEERING .r' BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 .; 45-535 Via Corona Indian Wells, CA 92210 (760)568-3553 (760)568-5681 Fax f, Toint-H a'-ppy -Buildings-4], & 5 Prest Vuksic Architects 74-020 Alessandro, Suite C . Palm Desert, Ca. 92260 Job Number: 854.27 February 20, 2001 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE BY —4q-4:n�_ C(f" caput VALID ONLY IF SIGNED IN RED PROJECT SHEET NO. B.G. STRUCTURAL JOB N0. 54, r .ITEM.... E`N G I N E E�R I H DATE Z _o, G ENGINEER 4 rl 5 ivov a� - vim Gds . �� ev df. o Ly �• �!' %Z'L�/IS Lei %C1Z - Jt# . PtL�- t/ sl if S, . . PROJECT A*����ap�. SHEET NO. 4. �T�►/ B.G. STRUCTURAL. JOB ND- ITEM DATE iorl, CAW& . ENGINEERING ENGINEER � t L WAr ilk4wj r- 4�61P.R.e ano AJA Sv�M i y !P P.RA�.a, . sT.'1'��D.. 1Z� v J orhr e -v G ;> � ` �' �n s � 1-�4-aw►� a�c.� N sir— s - 3 > 7c-31— A-% Da-v� 51M _ F*AA& Ms PL -4w - �> ten) � �v1s�� D�7'� s �`S �, ► , �� �, e � ��/sem. t .. .s 61 c si0'Z a�- 44 vq IL , //- 433N19N3 9N'V33N*'-SNI 31V0 NUI tZ �- :;ON-BOr 1dU R1N V1S mono 5 'ON 133HS I I�` 133MUd I 0 nC Beam B16 TJ-Beam^.' v5.55 Serial Number: 700109817 5.25" x 11.875" 2.0E Parallam® PSL BEAMU$A 1111 2/4/2001 3:45:37 PM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' n, and: ,n Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Roof(1.25) 360 to 300 468 to 390 0 to 10' Replaces Uniform(plf) Roof(1.25) 60 78 10' to 11' Replaces Point(lbs.) Roof(1.25) 2003 2603 10' Adds to Point(lbs.) Roof(1.25) 3406 4428 2'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" 4761 / 6296 / 11057 1 11.9" Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" 4008 / 5317 / 9325 1 11.9" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) . 10776 9845 15066 Passed(65%) Lt. end Span 1 under Roof loading Moment(ft-Ib) 20250 20250, 37317 Passed(54%) MID Span 1 under Roof loading Live Defl.(in) 0.132 0.344 Passed(U939) MID Span 1 under Roof loading Total Defl.(in) 0.308 0.517 Passed(U403) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or,TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright © 2000 by Trus Joist, a Weyerhaeuser Business. TJ -Beam'"' is a trademark of Trus Joist. ParellamS is a registered trademark of Trus Joist . C:\t-DATA\BGSTRUUobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B16.Bm er4 w. Beam B17 TJ -Beam^' v5.55" Serial Number:700109817 5.25" x 11.875" 2.0E Parallam® PSL BEAMUSA 1111 2/4/2001 3:49:06 PM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 � 1 I F1 . �Jn 1' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION. COMMENT _ Tapered(plf) Roof(1.25) 60 to 360 78 to 468 0 to 11' Replaces Point(lbs.) Roof(1.25) 3618 4703 5.9.. Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEADiTOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" 2585 / 3468 / 6053 1 11.9" Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" 3343 / 4453 / 7795 1 11.9" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7516 6634 15066 Passed(44%) Rt. end Span 1 under Roof loading Morrent(ft-Ib) 28206 28206 37317 Passed(76%) MID Span 1 under Roof loading Live Defl.(in) 0.156 0.344 Passed(L/792) MID Span 1 under Roof loading Total Defl.(in) 0.364 0.517 Passed(U341) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this Software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions. have been provided by the software user. This output has not been reviewed by a TJ Associate.. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 •854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc. Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright O 2000 by Trus Joist, a Weyerhaeuser Business., TJ-BeamTM is a trademark of Trus Joist. Parallam® is a registered trademark of Trus Joist. C:\1-DATA\BG-STRUUobs\Vuksic\Polnt Happy - Bldg. 4 & 5 854.271B17.Bm Beam 618 C--er�� BEAMU$A 11115�� umber.. 001409817 5.25" x 9.5" 2.0E Parallam® PSL, Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: n. .n CONTROL 7.6"-� All dimensions are horizontal. Product Diagram is Conceptual. ' LOADS: 9843 2895 Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Roof(1.25) 3182 4137 1' Adds to Uniform(plf) Roof(1.25) 560 728 0 to 1' Replaces Uniform(plf) Roof(1.25) 370 481 V to 7'6" Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" 4443 / 5835 / 10277 , 1 9.5" Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" 1704 / 2274 / 3978 1 9.5" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 9843 2895 12053 Passed(24%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 7852. 7852 24482 Passed(32%) MID Span 1 under Roof loading Live Defl.(in) 0.046 0.228 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.108 0.342 Passed(L/761) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: Point Happy - Bldg. 4 & 5 B.G. Structural Engineering, Inc. 854.27 Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright O 2000 by Trus Joist, a Weyerhaeuser Business. TJ -Beam- is a trademark of Trus Joist . Parallam® is a registered trademark of Trus Joist . C:\7-DATA\BG-STRWobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B18.Bm rt-11APPY -t4-Isr 6.6. STRUCTURAL ENGINEERING ee C. A.. Vis' c SHEET N0.' 2�y JOB N0. 7 �T OATE 4.n��Beam B22 �. TJ -Beam"' v5.55 Serial Number. 700109817 5.25" X 18" 2.0E Parallam® PSL � BEAMUSA 1111 2/4/2001 4:04:53 PM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125%. duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 560 728 5to 16' Replaces Shear(lb) 11930 n. Roof(1.25) :n All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125%. duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 560 728 5to 16' Replaces Shear(lb) 11930 Tapered(plf) Roof(1.25) 60 to 160 78 to 208 0 to 5' Replaces, 54007 Point(lbs.) Roof(1.25) 3618 4703 5' Adds to 0.511 SUPPORTS: MID Span 1 under Roof loading Total Defl.(in) 0.505 0.767 Passed(U364) MID Span 1 under Roof loading INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEADrrOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" 5053 / 6805 / 11858 1 18.0" Detail R1 SB Shear Blocking 2 '26 Stud Wall 5.50" 5.543" 5275 / 7094 /12369 1 18.0" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 11930 11442 22838 Passed(50%) Lt. end Span 1 under Roof loading Moment(ft-Ib) 54007 54007 81868 Passed(66%) MID Span 1 under Roof loading Live Defl.(in) 0.216 0.511 Passed(U852) MID Span 1 under Roof loading Total Defl.(in) 0.505 0.767 Passed(U364) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software Will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright © 2000 by Trus Jolst, a Weyerhaeuser Business. TJ -Beam^" is a trademark of Trus Joist. Parallam® is a registered trademark of Trus Joist. C:\1-0ATAIBG-STRUUobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B22.Bm Beam B23 TJ-BeamTM v5.55A Seminal Number: 700109817 5.25" x 18" 2.0E Parallam® PSL BEAMUSA 1111 2/4/2001 4:11:50 PM Page 1 cf 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. LOADS: Analysis for Beam Member Supporting ROOF Application. Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION Uniform(plf) Roof(1.25) 560 728 0 to 2' Uniform(plf) Roof(1.25) 60 54 2' to 16' Point(lbs.) Roof(1.25) 8849 11503 2' Product Diagram is Conceptual. Tributary Load Width: 1' APPLICATION COMMENT Replaces Replaces Adds to SUPPORTS: MAXIMUM DESIGN CONTROL CONTROL INPUT BEARING REACTIONS(lbs.) 22838 WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" ;n 9322 / 12208 / 21530 16' 2 2x6 Stud Wall 5.50" All dimensions are horizontal. LOADS: Analysis for Beam Member Supporting ROOF Application. Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION Uniform(plf) Roof(1.25) 560 728 0 to 2' Uniform(plf) Roof(1.25) 60 54 2' to 16' Point(lbs.) Roof(1.25) 8849 11503 2' Product Diagram is Conceptual. Tributary Load Width: 1' APPLICATION COMMENT Replaces Replaces Adds to SUPPORTS: MAXIMUM DESIGN CONTROL CONTROL INPUT BEARING REACTIONS(lbs.) 22838 WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 9.649" 9322 / 12208 / 21530 1 18.0" Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" 1487 / 1980 / 3467 1 18.0" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. - Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: = Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 . OPERATOR INFORMATION: B.G. Structural Engineering, Inc. Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright© 2000 by Trus Joist, a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Parallan* is a registered trademark of Trus Joist . C:\t-DATA\BG-STRU\Jobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B23.Bm MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 21091 18950 22838 Passed(83%) Lt. end Span 1 under Roof loading Moment(ft-Ib) 33321 33321. 81868 Passed(41%) MID Span 1 under Roof loading Live Defl.(in) 0.105 0.511 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.242 0.767 Passed(U760) MID Span 1 under Roof loading = Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 . OPERATOR INFORMATION: B.G. Structural Engineering, Inc. Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright© 2000 by Trus Joist, a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Parallan* is a registered trademark of Trus Joist . C:\t-DATA\BG-STRU\Jobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B23.Bm /NYA Beam B24 TJ-Beam� v5.55 Serial Number: 700109817 5.25" x 22" Parallam® PSL Commercial Beam, BEAMUSA 1111 2/4/2001 4:19:19 PM Page 1 oil Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:.0 Roof Slope: 0 n. .n 17' All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: LENGTH TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT, Uniform(plf) Roof(1.25) 60 78 0 to 9'6" Replaces Uniform(plf) Roof(1.25) 60 54. 9'6" to 17' Replaces Point(lbs.) Roof(1.25) 9356 12162 8' Adds to SUPPORTS: INPUT WIDTH 1 2x6 Stud Wall 5.50" 2 2x6 Stud Wall 5.50" BEARING REACTIONS(lbs.) LENGTH LIVE/DEADITOT. 5.763" 5474 / 7385 /12860 5.5" 4902 / 6536 /11438 PLY DEPTH DETAIL OTHER 1 22.0" Blocking 1 22.0" Blocking - Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 12802 12461 27912 Passed(45%) Lt. end Span 1 under Roof loading Moment(ft-Ib) 93030 93030 119601 Passed(78%) MID Span 1 under Roof loading Live Defl.(in) 0.205 0.544 Passed(U954) MID Span 1 under Roof loading Total Defl.(in) 0.478 0.817 Passed(U410) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). . Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 . 760-568-3553 760-568-5681 Copyright © 2000 by Trus Joist,.a Weyerhaeuser Business. TJ-BeamT1 is a trademark of Trus Joist. Parallam® is a registered trademark of Trus Joist . C:11-DATA\BG-STRUUobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B24.bm PROJECT SHEET NO. PO1�/T 6154 py �$ B.G.' STR U CTU R.AL JOB No.�,, 7 ITEW DATE 'T S ENGINEERING ENGINEER n Kt.�J►�sr� Z.�� P w.. 1 �. - Beam B25 TJBeamfTm v�5.55 Serial Number. 700109817 5.25" X 18" 2.0E Parallam® PSL � BEAMUSA 1111 2/4/2001 4:44:14 PM Page 1 oft Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:. 0 Roof Slope: 0 All.dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: MAXIMUM TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT CONTROL Uniform(plf) Roof(1.25) 360 468 0 to 11' Replaces Shear(lb) 13373 Uniform(plf) Roof(l .25) . 100 90 11' to. 16' Replaces Passed(57%) .Point(lbs.) Roof(1.25) 5827 7575 11' Adds to 60019 SUPPORTS: INPUT BEARING REACTIONS(lbs.) MID Span 1 WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" • 5.5" 4469 / 6017 / 10486 1 18.0" Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 6.026" 5818 / 7628 / 13447 1 18.0" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: - MAXIMUM DESIGN CONTROL. CONTROL LOCATION Shear(lb) 13373 13017 22838 Passed(57%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 60019 60019 81868 Passed(73%) MID Span 1 under Roof loading Live Defl.(in) 0.222 0.511 Passed(U828) MID Span 1 under Roof loading Total Defl.(in) 0.517 0.767 Passed(U356) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" 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. :ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc. Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 copyright © 2000 by Trus Joist, a Weyerhaeuser Business. TJ -Beam'" is a trademark of Trus Joist. Parallam® is a registered trademark of Trus Joist . C:\1-DATA\BG-STRU\Jobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B25.Bm B.G. Structural Engineering, Inc. 45-535 Via Corona Indian Wells, CA 92210 (760)568-3553 (760) 568-5681 FAX Rev. 510300 User. KW -0603989. Ver 5.1.3, 22Jun 1999. W in32 (c) 1983.99 ENERCALC Description Beam B25 A r Title: Point Happy - Bldg. 4 8 5 Job # 854.27 Dsgnr: BG Date: 4:47PM, 4 FEB 01 Description Scope d�Vt Sty Z -a I General Timber Beam 854-27 Page 1 General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 Max Stress Ratio Center Span 16.00 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch (North), No.1 Bm Wt. Added to Loads 2.6 k Fb Base Allow 1,300.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Full Lengh Uniform Loads Center DL 130.00 #/ft LL 100.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 16.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Dead Load Total Load Left Cantilever... Max Stress Ratio 0.477.: 1 Deflection -0.192 in -0.324 in Deflection Maximum Moment 0.000 in 7.8 k -ft Maximum Shear 1.5 2.6 k Allowable ...Length/Defl 16.4 k -ft 592.92 ' Allowable 2.61 k 6.7 k Max. Positive Moment 7.84 k -ft at 8.000 ft Shear: @ Left 1.96 k Max. Negative Moment 0.00 k -ft at 0.000 ft 0.0 @ Right 1.96 k Max @ Left Support 0.00 k -ft Max. Right Reaction 1.96 k Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Ck 25.448 Le 0.000 ft @ Center 0.287 in Max. M allow 16.42 Cf 1.000 Reactions... Cl @ Right 0.000 in fb 775.84 psi fy 41.27 psi Left DL 1.16 k Max 1.96 k Fb 1,625.00 psi Fv 106.25 psi Right DL 1.16 k Max 1.96k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.192 in -0.324 in Deflection 0.000 in 0.000 in ...Location 8.000 ft 8.000 ft ...Length/Deft 0.0 0.0 ...Length/Defl 1,002.0 592.92 ' Right Cantilever... 2.61 k Area Required 24.565 int 24.565 in2 Deflection 0.000 in 0.000 in 106.25 psi Bearing @ Supports ...Length/Defl 0.0 0.0 Stress Calcs 1.96 k Bearing Length Req'd 0.570 in Max. Right Reaction 1.96 k Bending Analysis 0.570 in Ck 25.448 Le 0.000 ft Sxx 121.229 in3 Area 63.250 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 7.84 k -ft 57.88 in3 1,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.61 k 2.61 k Area Required 24.565 int 24.565 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 1.96 k Bearing Length Req'd 0.570 in Max. Right Reaction 1.96 k Bearing Length Req'd 0.570 in ��a Beam B26 TJ-BeamTM v5.55 Serial Number: 700109817 5.25" X 16,E 2.OE Parallam® PSL A, R%VLSe--b 2-01 BEAMUSA 1111 2/4/2001 4:58:06 PM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 n n All dimensions are horizontal. LOADS: Analysis for Beam Member Supporting ROOF Application. Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD Uniform(plf) koof(1.25) 100 130 Uniform(plf) Roof(1.25) 360 468 Tapered(plf) Roof(1.25) 360 to 100 468 to 130 Point(lbs.) Roof(1.25) 5827 7575 Product Diagram is Conceptual. Tributary Load Width: 1' LOCATION APPLICATION COMMENT 0 to 2' Replaces 2' to 12'6" Replaces 12' 6" to 15' Replaces 2' Adds to SUPPORTS; MAXIMUM DESIGN CONTROL CONTROL INPUT BEARING REACTIONS(Ibs.) 20300 WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 7.657" 7342 / 9742 / 17084 1 16.0" Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" 3040 / 4149 / 7188 1 16.0" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. - Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 _OPERATOR INFORMATION: B.G. Structural Engineering, Inc Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright© 2000 by Trus Joist, a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist, Parallam® is a registered trademark of Trus Joist. C:\7-DATA\BG-STRUUobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B26.Bm MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 16999 16625 20300 Passed(82%) Lt. end Span 1 under Roof loading Moment(ft-Ib) 33856 33856 65538 Passed(52%) MID Span 1 under Roof loading Live Defl.(in) 0.171 0.478 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.401 0.717 Passed(U429) MID Span funder Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 _OPERATOR INFORMATION: B.G. Structural Engineering, Inc Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright© 2000 by Trus Joist, a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist, Parallam® is a registered trademark of Trus Joist. C:\7-DATA\BG-STRUUobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B26.Bm SHEET N0: 4 B.G. STRUCTURAL JOB N0:DATE S ENGINEERING ENGINEER Ale ktt,4414 w' m CK Beam B28 TJ-BeamTM v5.55 Serial Number. 700109817 5.25" x 11.875" 2.0E Parallam® PSL M BEAMUSA 1111 2/4/2001 6:19:14 PM Page 1 oT 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0. Roof Slope: 0 All dimensions are horizontal. LOADS: . Analysis for Beam Member Supporting ROOF Application. Loads(psfy 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION Uniform(plf) Roof(1.25) 320 416 0 to 5' Uniform(plf) Roof(1.25) 180 234 V to 12' Point(lbs.) Roof(1.25) 2846 3700 5' Product Diagram is Conceptual. Tributary Load Width: 1' APPLICATION COMMENT Replaces Replaces Adds to SUPPORTS: 1 � f INPUT BEARING REACTIONS(lbs.) WIDTH n: 12' :n All dimensions are horizontal. LOADS: . Analysis for Beam Member Supporting ROOF Application. Loads(psfy 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION Uniform(plf) Roof(1.25) 320 416 0 to 5' Uniform(plf) Roof(1.25) 180 234 V to 12' Point(lbs.) Roof(1.25) 2846 3700 5' Product Diagram is Conceptual. Tributary Load Width: 1' APPLICATION COMMENT Replaces Replaces Adds to SUPPORTS: f INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" 3320 / 4433 / 7752 1 11.9" Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" 2386 / 3219 / 5606. 1 11.9" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7500 6658 15066 Passed(44%) Lt. end Span 1 under Roof loading Moment(ft-Ib) 26775 26775 37317 Passed(72%) MID Span 1 under Roof loading Live Defl.(in) 0.176 0.378 Passed(L/774) MID Span 1 under Roof loading Total Defl.(in) 0.410 0.567 Passed(U332) . MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" 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. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright © 2000 by Trus Joist, a Weyerhaeuser Business. TJ-BeamT is a trademark of Trus Joist. Parallam® is a registered trademark of Trus Joist . C:\t-DATA\BG-STRUUobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B28.Bm Tj�a I Beam B28A (Y/" "'� `u 5.25" X 11.875" 2.0E Parallam0 PSL TJ-BeamTM v5.55 Serial Number: 700109817 R BEANUSA 1111 2/4/2001 6:22:10PM ( ✓t-£✓�S� Z�OI Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 F- 5]: n: n All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION 'COMMENT Uniform(plf) Roof(1.25) 320 416 0 to 10' Replaces Uniform(plf) Roof(1.25) 180 234 10' to 13' Replaces Point(lbs.) Roof(1.25) 2846 3700 10' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" 2655 / 3578 / 6233 1 11.9" Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" 3931 / 5237 / 9168 1 11.9" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 9024 8541 15066 Passed(57%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 23678 23678 37317 Passed(63%) MID Span 1 under Roof loading Live Defl.(in) 0.207 0.411 Passed(U716) MID Span 1 under Roof loading Total Defl.(in) 0.483 0.617 Passed(U306) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 78" 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. ADDITIONAL NOTES: - - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design.loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27• OPERATOR INFORMATION: B.G. Structural Engineering, Inc Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright© 2000 by Trus Joist, a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Parallam® is a registered trademark of Trus Joist . C:\1-DATA\BG-STRUUobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B28.bm B:G. Structural Engineering, Inc. 45-535 Via Corona Indian Wells, CA 92210 (760) 568-3553 (760) 568-5681 FAX Re¢ 510300 User. KW -0603989, Ver 5.1.3, 22Jun1999, Wh32 (c) 1983.99 ENERCALC .,,Description Beam B28 B Title : Point Happy - Bldg. 4 & 5 Job # 854.27 Dsgnr: BG Date: 6:24PM, 4 FEB 01 Description : Scope : General Timber Beam 854-27 Page 1 General Information Full Lengh Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 Beam Design OK Center Span 13.00 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu - 0.00 ft Member Type Sawn Douglas Fir - Larch (North), No.1 Bm Wt. Added to Loads Allowable Fb Base Allow 1,300.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads Center DL 234.00 #/ft LL 180.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft 1 Beam Design OK Span= 13.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.552 : 1 Maximum Moment 9.1 k -ft Maximum Shear1.5 3.6 k Allowable 16.4 k -ft Allowable 6.7 k Max. Positive Moment 9.06 k -ft at 6.500 ft Shear: @ Left 2.79 k Max. Negative Moment 0.00 k -ft at 13.000 ft @ Right 2.79 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.215 in Max. M allow 16.42 Reactions... @ Right 0.000 in fb 896.94 psi fv 56.60 psi Left DL 1.62 k Max 2.79 k Fb 1,625.00 psi Fv 106.25 psi Right DL 1.62 k Max 2.79 k Deflections Center an... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.143 in -0.247 in Deflection 0.000 in 0.000 in ...Location 6.500 ft 6.500 ft ...Length/Deft 0.0 0.0 ..Length/Deft 1,087.7 631.23 Right Cantilever... Deflection 0.000 in 0.000 in „ ...Length/Deft 0.0 0.0 Stress Calcs Bending Analysis - Ck 25.448 Le 0.000 ft Sxx , 121.229 in3 Area 63.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 9.06 k -ft 66.91 in3 1,625.00 psi @ Left Support • 0.00 k -ft 0.00 in3 1,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.58 k 3.58 k Area Required 33.693 in2 33.693 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 2.79 k Bearing Length Req'd 0.811 in Max. Right Reaction 2.79 k Bearing Length Req'd 0.811 in PROJECT B.G.. STRUCTURAL . ENGINEERING SHEET NO. JOB NO. DATE . . . / /,7, ENGINEER Beam B33 �er4w;� "`�'�l Numb 7" x 30" Parallam0 PSL Commercial Beam TJ -Beam*" v5.55 Serial Number: 700109817 R BEAMUSA 1111 2/4/2001 4:27:14 PM 2v LT t Z' D 1 Page 1 a°r 1 Build Code: 146 ,_. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimenslons are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' L6ads(psf):.20 Live at 125% duration; 26 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 692 899 0 to 30' Replaces SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVbDEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Stud Wall . 5.50" 8.353" 10380 / 14469 / 24849 1 30.0" Blocking 2 2x6 Stud Wall 5.50" 8.353" 10380 / 14469 / 24849 1 30.0" Blocking - Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM Shear(lb) 24297 Moment(ft-lb) 178179 Live Defl.(in) Total Defl.(in) DESIGN CONTROL CONTROL 19949 50750 Passed(39%) 178179 286488 Passed(62%) 0.407 0.978 Passed(U865) 0.974 1.467 Passed(U361) LOCATION Lt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading - Deflection Criteria: STAN DARD(LL' U360, TL:U240). - Br:�cing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPOF;TANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily. available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Commercial product listed above. PROJECT INFORMATION Point Happy - Bldg. 4 & 5 854.27 OPERATOR INFORMATION: B.G. Structural Engineering, Inc. Brian Gottlieb 45-535 Via Corona Indian Wells, CA. 92210 760-568-3553 760-568-5681 Copyright O 2000 by Trus Joist, a Weyerhaeuser Business. TJ -Beam- is a trademark of Trus Joist. ParallarnO is a registered trademark of Trus Joist. C:\1-DATA\BG-STRU\Jobs\Vuksic\Point Happy - Bldg. 4 & 5 854.27\B33.Bm