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Santerra TR 32225 (Plans 1-5) Structural CalcsSTRUCTURAL CALCULATIONS Project: Santerra . La Quinta, Ca. Architect: Steven De Christopher Building Design Engineer: Schmit Engineering 1965 Rohn Rd. Escondido, Ca. 92025 (760)743-0592 Code: 2001 California Building Code Date: January 31, 2006 May 10, 2006 TABLE OF CONTENTS Diagrams..................................................1-9 Building Loads...........................................10 Roof Framing............................................11-46 Foundations...............................................47-49 Lateral Analysis..........................................50-71 Bld'g. Dept. Corrections................................72-75 ES!pj W m � No.35417 �\Xjj.On/3�07 OF CAL�F4C CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATO BY SCHMIT ENGINEERING * ' STRUCTURAL DESIGN Project PL12'J i t� By 7 Date Sheet No, I Of Subject Q)4G'0;rYL Job NO. SCHMIT ENGINEERING Project r4KP-14 ZA- ' STRUCTURAL DESIGN 12 By T�. Date /,5 Sheet No. Of Subject rz/err- Job NO, _ SCHMIT ENGINEERING STRUCTURAL DESIGN Project f L6 J Z CS By 7 S Date G Sheet No. 3 Of Subject hl/i4/ Job NO. SCHMIT ENGINEERING t STRUCTURAL DESIGN AN (5 Project By J Date f/C Sheet No. t Of Subject Job NO. 9w.5 _ SCHMIT ENGINEERING t STRUCTURAL DESIGN Project r4fi-) 13 G By , Dote /, Sheet No. S Of Subject —I A Cf2A,- Job NO. SCFIMIT ENGINEERING STRUCTURAL DESIGN Project FL N- 4,6 By _T' Date U 6 Sheet No. 7 Of K H "� Subject aD qC4 24,� Job NO. _j SCHMIIT ENGINEERING STRUCTURAL DESIGN Project ELP-",1 So By 7-� - Date "s Sheet No. 8 Of Subject ��n� Job NO. J �M"S7 SCHMIT ENGINEERING STRUCTURAL DESIGN � O Io l fL'14 °z 2 Project 1 LqA �-> � By J�� Date /6 Sheet No. 2 Of Subject �C�l Job NO. SCHMIT ENGINEERING Project STRUCTURAL DESIGN / By �� Dated Sheet No. t Of Subject L-660S Job NO: �3 L►J � Lc�►'dos TILG CD ii-C) pad . ` 7c. Xu fi b, L _ 2 2C) c) Lam- T _ - 3 G , O ps Y GJU L S Ps/` _ �2 e)v - smW7 _ . / S U (>6� LL �c).�sj CI PROPERTIES OF STRUCTURAL LUMBER NOMINAL STANDARD AREA OF MOMENT OF SECTION SIZE DRESSED SECTION INERTIA MODULUS b (IN) d SIZE (S4S) A (IN 2) I (IN 4) S (IN 3) b (IN) d 2 x 4 1'/2x3'/2 5.25 5.359 3.063 2 x 6 1 '/2 x 5 '/z 8.25 20.797 7.563 2 x 8 1 '/2 x 7 1/4 10.875 47.635 13.141 2 x 10 1 '/z x 9 1/4 13.875 98.932 21.391 2 x 12 1 '/z x 11 1/4 16.875 177.979 31.641 2 x 14 1 '/2 x 13 1/4 19.875 290.775 43.591 4 x 4 3'/2x3'/2 12.25 12.505 7.146 4 x 6 3 '/2 x 5 '/2 19.25 48.525 17.646 4 x 8 3 '/z x 7 1/4 25.375 111.148 30.661 4 x 10 3 '/2 x 9 1/4 32.375 230.840 49.911 4 x 12 3 '/2 x 11 1/4 39.375 415.283 73.828' 4 x 14 3 '/z x 13 '/2 47.25 717.609 106.313 4 x 16 3 '/2 x 15 '/2 54.25 1086.130 140.146 6 x 6 5 '/2 x 5 1/2 30.25 76.255 27.729 6 x 8. 5 '/2 x 7'/2 41.25 193.359 51.-563 6 x 10 5 '/2 x 9'/2 52.25 392.963 82.729 6 x 12 5 '/2 x 11 '/2 63.25 697.068 121.229 6 x 14 5 '/2 x 13 '/2 74.25 1127.672 167.063 6 x 16 5 '/2 x 15 '/2 85.25 1706.776 220.229 6 x 18 5 '/2 x 17'/2 96.25 2456.380 280.729 8 x 8 7 '/2 x 7 '/2 56.25 263.672 70.313 8 x 10 7'/2 x 9'/2 71.25 535.859 112.813 8 x 12 7 '/2 x 11 '/2 86.25 950.547 165.313 8 x 14 7 '/2 x 13 '/2 101.25 1537.734 227.813 8 x 16 7'/2 x 15'/2 116.25 2327.422 300.313 8 x 18 7'/2 x 17'/2 131.25 3349.609 382.813 12, CEILING JOIST SCHEDULE MEMBER SPACING MAXIMIUM SPAN 2 X 4 Fb' = 1510 psi 12" o.c. 10'- 6" 16" o.c. 9' - 6" 24" o.c. 8' - 6'f 2 X 6 Fb' = 1310 psi 2 X 8 Fb' = 1210 psi 12" o.c. 17' - 0" 16" o.c. 15' - 0" 24" o.c. 12" o.c. 13' - 6" 22' - 0" 16" o.c. 20' - 0" 24" o.c. 17' - 6" 2 X 10 Fb' = 1105 psi 12" o.c. 28' - 6" 16" o.c. 26' - 0" 24" o.c. 22' - 6" All members to be DF/L #2 or better Loading is based upon a 5 psf dead load Plus a 10 psf live load Deflection is based upon L/360 (10 psf total load) E= 1,600,000 psi Fb' is for normal load duration t SCHMIT ENGINEERING STRUCTURAL DESIGN lid Project 5ffN T2�cJ PRr By 7-> Date �705 Sheet No. 6 Of Subject 9CC5' % spilt Job NO. • (l Zu��G � (16 �lc� CZg o`er' .. z CZxg) S= 3U C�raJ �l. s )f/3�v �l, �s� = 3,33)n3 �1 3�h� �,G 5)ha 3 S.- . s . /3.$) C�. S )�cxfs Cc. )2 5P, 2�&; 13: G �•, l� 59�h .. 3�SM� S/,Gi•,9 3 0119 x flll-� 5w-PG z �s �9Ct-s )��o �%,C�� 35/� 5,30Pn V ro1n 3 3 �1•�xlu-5-) �� Czs) (3�) Sz�� j 2/1� l5, 21/^ 21 Project SCHMIT ENGINEERING " STRUCTURAL DESIGN %oU r- l �C /�2/ By T. Date ° � Sheet No. i�' Of SubjectJob NO. + 5-U ' 7.�U �1 7Z._ z 2 5 G - CJ 5G �CoO l,JTLz t...az 1,107 71= SC _ z S v ?' S /ii� su �r. �s) t 3G /jIt G x 6 Zz �f-o- 3i// z _ 7s !� l- S 3111 Yz C7��) ) �E S' (1. 25) = 3721h - %Z OG 7V OL= � Al -2.2 t.7GU 3.z� 5 3 9 2 3- 7 /L 760 6- 72.;, 31 234 Uso SCHMIT ENGINEERING Project STRUCTURAL DESIGN By SS Date,7Us Sheet No. 15 Of Subject _G¢Z Job NO. SCHMIT ENGINEERING ' STRUCTURAL DESIGN Project By 7 Date'I" S Sheet No. �� Of Subject /2aDP Job NO. �T RH-47 �wA-�� Bawl 5 1/4" x 11 1/4" 2.0E Parallam� PSL TJ-Beam® 6.20 Serial Number: 7003004397 User. 2 Engine Version: ion:6.2 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope@.42 0: x 12.61. i All dimensions are horiaordal. Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 430.0 540.0 0 To 12' 6" Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplif rrotal 1 Stud wall 3.50" 2.77" 2688 / 3490 / 0 / 6178 L1: Blocking 1 Ply 1 1/2" x 11 1/4" 1.5E TimberStrand® LSL 2 Stud wall 3.50" 2.77" 2688 / 3490 / 0 / 6178 L1: Blocking 1 Ply 1 1/2" x 11 1/4" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 6013 A963 14273 Passed (35%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 18290 18290 33694 Passed (54%) MID Span 1 under Roof loading Live Load Defl (in) 0.186 0.406 Passed (U786) MID Span 1 under Roof loading Total Load Defl (in) 0.427 0.608 Passed (L/342) 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 12' 6" 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 speck 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 ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 jschmit@cox.net 1715 �. RB-#7 � Business 5 1/4" x 11 1/4" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 UserPagel 1n1 Engine rsion:7AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: W12 Roof SlopeO.12 d 12. S" i All dimensions are horizontal. Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 380.0 520.0 0 To 12' 6" Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.57" 2375 / 3365 / 0 / 5740 L1: Blocking 1 Ply 1 1/2" x 11 114" 1.5E TimberStrand® LSL 2 Stud wall 3.50" 2.57" 2375 / 3365 / 0 / 5740 L1: Blocking 1 Ply 1 1/2" x 11 114" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 5587 -4611 14273 Passed (32%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 16995 16995 33694 Passed (50%) MID Span 1 under Roof loading Live Load Defl (in) 0.164 0.406 Passed (U890) MID Span 1 under Roof loading Total Load Defi (in) 0.397 0.608 Passed.(U368) 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 12' 6" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmft Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 jschmit@cox.net P RB-#7 A'PvchaeusYr Business 5 1/4" x 9 1/4" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 2 7 User. Version: A7.58 AM En Page 1 Enginene Version: 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0.12 Roof SlopeD.12 d 12.0•• i All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 240.0 360.0 0 To 10' 3" Replaces Uniform(plf) Roof(1.25) 350.0 490.0 10' 3" To 12' 6" Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.74" 1520 / 2368 / 0 / 3888 L1: Blocking 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 2 Stud wall 3.50" 1.95" 1728 / 2614 / 0 / 4342 L1: Blocking 1 Ply 1 1/2" x 9 114" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -4200 -3433 11736 Passed (29%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 11645 11645 23279 Passed (50%) MID Span 1 under Roof loading Live Load Defl (in) 0.187 0.406 Passed (U780) MID Span 1 under Roof loading Total Load Defl (in) 0.477 0.608 Passed (L/306) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 12' 6" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone:760-743-0592 Fax 760-743-3109 jschmit@cox.net SCHMIT ENGINEERING STRUCTURAL DESIGN Project 12 By _17, Date /� Sheet No. t `3 Of Subject 02C O F Job NO. z 3 /.321 4/,7 -TV C�3tx�Z %"7xIUS 717Z 5 5 70 Wn.Y 2,+% 2y 2 S z ` / e11 2 TL 36 �'z } C 2 lZ) �57U 2 1Udz (3,ZS �- 5LO(3.Zs SFUU 4` USG 6x1t 'F"'. TZ= 3,9 ZwZLO TL= S 5U/5 C1-LS) z 3 5 6,n3 GX6 _.. SCHMIT ENGINEERING STRUCTURAL DESIGN Project By J S Date 1/s Sheet No. 15 Of Subject 1&G� Job NO. 13 = 10, 5 5 = G,9Ci In - s) ZCc- s) At s , G 7 G G x t o ;t C r-9cj) A 5 <<.,p -r /3 C:Ylx to-rJ 60 T) (¢�o) (20) 2 199, 31� � USA X 0 rDp �- 72, GJr` 320 p.YS' Z.ram' 3.5 7L- .3 6 IY) 36 rZ..= � �3350 � 1337 `" o . X2uz 4' G G (3. z_,, f 3 2-G (I, 2,!s 32 C� S 3 6 S, 21L v 150U 1 SCHMIT ENGINEERING STRUCTURAL DESIGN Project By _sa- Date/6 Sheet No.,�,— Of Subject %LCC) F Job NO. s a-io) %y') t a) - i�o SCHMIT ENGINEERING STRUCTURAL DESIGN Project By , Date O"-- Sheet No. 2/ Of Subject 2 Job NO. -119 5 2 Z�G� C►�� /3C12:� Cr Ls 3 SCHMIT ENGINEERING STRUCTURAL DESIGN Project y By � Date'06 Sheet No. ZZ Of Subject 4y» Job NO. SCHMIT ENGINEERING STRUCTURAL DESIGN (9 }� 2P U�/ Project By —T-S! Date 17y5 Sheet No. Z 3 Of Subject /ZCOF Job NO. We ut 2e,u! 1 P/i IL- 353c) Gc)7L_ "CJ �. 4 47 (-� goa7 S2-10 k t' L Zc e P L _ rD m : 7L= 55d �: W o� l l u/; c.� r�u �zc>/. Wes= 3G�7z x 70 U 5 ►ter x /G"' z 0' PC. r2 t 02 (Y z n2 _. wb�z 160 '/ S�1G.:S I J i .�3 72-G-Ih3 x l� Via= 19oo` *' RB-#1 3 1/2" x 16" 2.0E Parallam® PSL 2-t A Yerh:�eusu S9 iness TJ-Beam® 6.20 Serial Number. 7003o04397 U 2 PM Page 1 Eng n2e Vers on:16.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 6/72 Roof SlopeO.42 ui N® A 24, All dimensions are horizontal. Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 100.0 180.0 0 To 20' Replaces Uniform(plf) Roof(1.25) 390.0 400.0 20' To 24' Replaces SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/UplifUTotal 1 Stud wall 3.50" 2.51" 1290 / 2438 / 0 / 3728 L1: Blocking 1 Ply 1 114" x 16" 1.3E TimberStrand® LSL 2 Stud wall 3.50" 3.66" 2270 / 3181 / 0 / 5451 L1: Blocking 1 Ply 1 114" x 16" 1.3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Li: Blocking -Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear(lbs) -5317 Moment (Ft-Lbs) 22742 Live Load Defl (in) Total Load Defl (in) Design Control Control -4139 13533 Passed (31 %) 22742 43693 Passed (52%) 0.365 0.789 Passed (U778) 1.019 1.183 Passed (U279) Location Rt. 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: STANDARD(LL:U360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 7" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam6 is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 )schmit@cox.net 2S fst 4 RB-#1 �ufivrnae�,�Busium 5 1/4" x 14" 2.0E Parallam@ PSL TJ-Beam® 6.20 Serial Number. 7003004397 Page User: Engine Versi06 on: 6.48 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 0.12 Roof SlopeO.12 d 24� i All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 100.0 180.0 0 To 20' Replaces Uniform(plf) Roof(1.25) 390.0 400.0 20' To 24' Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.70" 1290 / 2504 / 0 / 3794 2 Stud wall 3.50" 2.47" 2270 / 3248 / 0 / 5517 Detail Other L1: Blocking 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL L1: Blocking 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -5382 -4332 17763 Passed (24%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 23128 23128 50928 Passed (45%) MID Span 1 under Roof loading Live Load Defl (in) 0.360 0.789 Passed (L/790) MID Span 1 under Roof loading Total Load Defl (in) 1.020 1.183 Passed (U278) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 21' 10" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright O 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone: 760-743-0592 Fax :760-743-3109 jschmit@cox.net 4t) r q �1 RB-#2 2C. Aty!KwerB��,w 51/4" x 16" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 U 2 / see. Engine Version: 1, ­1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 012 Roof SlopeQ 12 All dimensions are Itloriaondal. 22- 9" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Un!form(plf) Roof(1.25) 60.0 110.0 0 To 8' Replaces Uniform(plf) Roof(1.25) 190.0 270.0 8' To 15' Replaces Uniform(plo Roof(1.25) 320.0 420.0 15' To 22' 9" Replaces Point(lbs) Roof(1.25) 690 860 8' SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.23" 1915 / 3061 / 0 / 4976 L1: Blocking 1 Ply 1 114" x 16" 1.3E TimberStrand® LSL 2 Stud wall 3.50" 3.36" 3065 / 4422 / 0 / 7487 L1: Blocking 1 Ply 1 1/4" x 16" 1.3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -7359 -6242 20300 Passed (31 %) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 36239 36239 65540 Passed (55%) MID Span 1 under Roof loading Live Load Defl (in) 0.387 0.747 Passed (U696) MID Span 1 under Roof loading Total Load Dell (in) 0.964 1.121 Passed (U279) 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 2V 10" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright @ 2005 by Trus Joist, a Weyerhaeuser Business Parallam@ is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 jschmit@cox.net 4-1 lgdl� A 3(�yc_heeuser Bu: ness TJ-Beam® 6.20 Serial Number: 7003004397 RB-#2 7" x 14" 2.0E Parallam® PSL 27 UserPage 1 Engine 06 Version: 3:22 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 0.12 Roof Slope0?12 All dimensions are horizontal. s.. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plf) Roof(1.25) 60.0 110.0 0 To 8' Replaces Uniform(plf) Roof(1.25) 190.0 270.0 8' To 15' Replaces Uniform(plf) Roof(1.25) 320.0 420.0 15' To 22' 9" Replaces Point(lbs) Roof(1.25) 690 860 8' SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.69" 1915 / 3111 / 015026 2 Stud wall 3.50" 2.53" 3065 / 4472 / 0 / 7537 Comment Detail Other I® Product Diagram is Conceptual. L1: Blocking 1 Ply 1 114" x 14" 1.3E TimberStrandS LSL L1: Blocking 1 Ply 1 1/4" x 14" 1.3E TimberStrandS LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -7409 -6413 23683 Passed (27%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 36516 36516 67904 Passed (54%) MID Span 1 under Roof loading Live Load Defl (in) 0.428 0.747 Passed (U629) MID Span 1 under Roof loading Total Load Defl (in) 1.074 1.121 Passed (U250) 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 22' 9" 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 speck 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Tins Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone:760-743-0592 Fax 760-743-3109 jschmft@cox.net SCHMIT ENGINEERING STRUCTURAL DESIGN W7L' �GC37Yee-) a5�%z) fi3Uz 7GGl N • t&7 = 76U(.7,) 6>oo 293c S? 1 6��Z•)�?SU(J•ZS)` //h� �/�l/A)Z ^i UL �- Project By T-S Datel7co Sheet No.Z(' Of Subject 4-CU'- Job NO. iG9 V Z7s-u W - tl"� �s,s}%Zc4.$) s-c; zt0 IGC Z ►v) �j Z3c�L17 �) Z-Al (.5) 17,/ / �Z3CU) s, sm 3 � �Ljer4VQ RB-#6 TJ-Beam®6.20Serial Number7003004397 5 1/4" x 9 1/4rr 2.0E Parallam® PSL User. 2 Engine Version: ion:6.2 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: OM Roof SlopeO.12 0: 0 All dimensions are horizontal. Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (ps/): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 80.0 150.0 0 To 17' 6" Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 700 / 1445 / 0 / 2145 2 Stud wall 3.50" 1.50" 700 / 1445 / 0 / 2145 Detail Other L1: Blocking 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 1-1: Blocking 1 Ply 1 1/2" x 9 114" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 2105 -1885 11736 Passed (16%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 9032 9032 23279 Passed (39%) MID Span 1 under Roof loading Live Load Deft (in) 0.233 0.572 Passed (U885) MID Span 1 under Roof loading Total Load Defi (in) 0.713 0.858 Passed (U289) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 17' 6" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 jschmit@cox.net SCHMIT ENGINEERING STRUCTURAL DESIGN �G v17 Project ?? By 5-5. Date /7d/5 Sheet No.3 Of Subject YLCtF Job NO. 6vbLA G 5o 1 3T RB-#7 �. ' !� Su:.u¢ss A TJ-Beam®6.20Serial Number7003004397 3 1/2" X 91/4rr 2.0E Parallam® PSL User 2 12/16/2005 2:02:29 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof Slope012 Overall Dimension: 13' 6" o, a. i. 7' 6" All dimensions are horizontal. Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 360.0 450.0 0 To 7' 6" Replaces Uniform(plf) Roof(1.25) 440.0 650.0 7' 6" To 15' 6" Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.55" 1102 / 1203 / 0 / 2305 L1: Blocking 1 Ply 1 1/2" x 9 114" 1.5E TimberStrandO LSL 2 Stud wall 3.50" 6.16" 3812 / 5358 / 0 / 9170 R7 None 3 Stud wall 3.50" 2.47" 1499 / 2171 / 0 / 3670 L1; Blocking 1 Ply 1 1/2" x 9 114" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking,R7 -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 (Ibs) 5205 4197 7824 Passed (54%) Lt. end Span 2 under Roof loading Moment (Ft-Lbs) -7024 -7024 15519 Passed (45%) Bearing 2 under Roof loading Live Load Defl (in) 0.056 0.261 Passed (U999+) MID Span 2 under Roof ALTERNATE span loading Total Load Defl (in) 0.130 0.392 Passed (1-1721) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. -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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone:760-743-0592 Fax 760-743-3109 jschmit@cok.net erWRB-#8 A-�:Cfi-yr~?uzuszr Business 5 1/4" x 16" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number. 7003004397 User. 2 Engine Version: ion: 6.3 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 0.12 Roof Slope0?12 F_ —1 m 29, 6.. All dimensions are horizontal. product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 100.0 180.0 0 To 28' 6" Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.96" 1425 / 2939 / 0 / 4364 Stud wall 3.50" 1.96" 1425 / 2939 / 0 / 4364 Detail Other L1: Blocking 1 Ply 1 114" x 16" 1.3E TimberStrand® LSL L1: Blocking 1 Ply 1 1/4" x 16" 1.3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4313 -3867 20300 Passed (19%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 30373 30373 65540 Passed (46%) MID Span 1 under Roof loading Live Load Defl (in) 0.409 0.939 Passed (L/827) MID Span 1 under Roof loading Total Load Defl (in) 1.252 1.408 Passed (L/270) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 21' 10" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 jschmit@cox.net Proiect SCHMI3 ENGINEERING STRUCTURAL DESIGN l 2-1 By 1-7�_ Date 's Sheet No. 33 Of Subject rL= Job NO. 66 10, � = 5" s ' mrt� (,J = Sr. (2"--Y ) + )cx) �CCJr 7z rn�� z 6 766) /0 ( r. Z ,9, Si, Z 3 3s 5/z) 3U '70 WR-?� :� �� e 1C�Ol RB #11 Avg _in Bucss A TJ-Beam®6.20Serial Number7003004397 5 1/4�r X 16" 2.0E Parallam® PSL User.2 Engine Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 012 Roof SlopeO?12 1❑; d 22' All dimensions are horizontal. Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 280.0 390.0 0 To 22' Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.43" 3080 / 4579 / 0 / 7659 2 Stud wall 3.50" 3.43" 3080 / 4579 / 0 / 7659 Detail Other L1: Blocking 1 Ply 1 1/4" x 16" 1.3E TimberStrand® LSL L1: Blocking 1 Ply 1 114" x 16" 1.3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 7543 -6528 20300 Passed (32%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 40857 40857 65540 Passed (62%) MID Span 1 under Roof loading Live Load Dell (in) 0.410 0.722 Passed (U634) MID Span 1 under Roof loading Total Load Defl (in) 1.019 1.083 Passed (L/255) 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 21' 10" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone:760-743-0592 Fax 760-743-3109 jschmit@cox.net 35 RB-#12 ��fzUsr� 3 1/2" x 9 1/4" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 User:2 12/20/20059:49:43AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 0.12 Roof Slope0i12 =74 I a a b 7. i All dimensions are Irorizental. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plo Roof(1.25) 60.0 . 100.0 0 To 2' 6" Replaces Uniform(plf) Roof(1.25) 210.0 300.0 2' 6" To 7' Replaces Point(lbs) Roof(1.25) 3280 4110 2' 6" - SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.96" 2553 / 3339 / 0 / 5892 2 Stud wall 3.50" 2.87" 1822 / 2442 / 0 / 4264 Detail Other L1: Blocking 1 Ply 1 1/2" x 9 114" 1.5E TimberStrand® LSL L1: Blocking 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking -Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) 5863 Moment (Ft-Lbs) 13218 Live Load Defl (in) Total Load Defl (in) Design Control Control 5711 7824 Passed (73%) 13218 15519 Passed (85%) 0.101 0.222 Passed (L/793) 0.232 0.333 Passed (L/344) 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: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at T 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone: 760-743-0592 Fax :760-743-3109 jschmit@cox.net SCHMIT ENGINEERING STRUCTURAL DESIGN Project 22// By Datel�rJs Sheet No.3(= Of Subject A-6VF Job NO. 3% 10. RB-#14 A%��^dzusersuwiess 3 1/2" x 9 1/4" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 UserPagel Engine Versio005 :09:45AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 012 Roof Slope0+12 Overall Dimension: 21' F_ Film a 9. All dimensions are horizontal. HD 12' i Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 360.0 440.0 0 To 8' 3" Replaces Uniform(plf) Roof(1.25) 280.0 390.0 8' 3" To 13' 3" Replaces Uniform(plf) Roof(1.25) 40.0 90.0 13' 3" To 21' Replaces Point(lbs) Roof(1.25) 690 800 8' 3" Point(lbs) Roof(1.25) 1080 1340 13' 3" SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.90" 1367 / 1466 / 0 / 2833 L1: Blocking 1 Ply 1 1/2" x 9 114" 1.5E TimberStrandO LSL 2 Stud wall 3.50" 7.48" 4780 / 6339 / 0 / 11120 R7 None 3 Stud wall 3.50" 1.50" 522 / 824 / 0 / 1346 L1: Blocking 1 Ply 1 1/2" x 9 114" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking,R7 -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 (Ibs) -5998 -5031 7824 Passed (64%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) -10161 -10161 15519 Passed (65%) MID Span 2 under Roof loading Live Load Defl (in) 0.123 0.394 Passed (L/999+) MID Span 2 under Roof ALTERNATE span loading Total Load Defl (in) 0.273 0.592 Passed (L/521) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. -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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 jschmit@cox.net Project SCHMIT ENGINEERING 1 By S5 Date ' " S Sheet No.3 & Of _ Subject IZZbr Job NO. _ 7z-= 215u' wnu�- %7 r is S, 7c) l R1"t8t S— 2au C/0 29, S?�, l s C I.13. 77Z 2, %�R 12 U Gzce STRUCTURAL DESIGN 10, L�/ MA RB-#17 V :70030043ones 5 1/4" x 14" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 Page User: Engine Version: AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: OA2 Roof SlopeO.12 1V 6" 1 All dimensions are horizontal. Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 100.0 170.0 0 To 24' 6" Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.61" 1225 / 236410 / 3589 L1: Blocking 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL 2 Stud wall 3.50" 1.61" 1225 / 2364 / 0 / 3589 L1: Blocking 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3540 -3162 17763 Passed (18%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 21389 21389 50928 Passed (42%) MID Span 1 under Roof loading Live Load Dell (in) 0.331 0.806 Passed (U876) MID Span 1 under Roof loading Total Load Dell (in) 0.970 1.208 Passed (U299) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 21' 10" 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone:760-743-0592 Fax 760-743-3109 jschmit@cox.net SCHMIT ENGINEERING Project ' STRUCTURAL DESIGN � By J S Date /� Sheet No40 Of Subject kouq' Job NO. _ C/" 123 7rh3 - S z�(71c�)8 �5 25 TKO Zfh Z 50 'QU f2- s �Z (i2"2C1�.1- lG� �� S/z)�Z�C 707,E l 9d _ �e 0,11 e- rn Z'3i Use zx t 0 b/ RB-#19 5 1/4" x 11 1/4" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 Page User, Engine Version: :23AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 012 Roof SlopeO.12 E 2❑ All dimensions are horizontal. Product. Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 340.0 370.0 0 To 14' Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.29" 2380 / 2719 / 0 / 5099 2 Stud wall 3.50" 2.29" 2380 / 2719 / 0 / 5099 Detail Other L1: Blocking 1 Ply 1 112" x 11 114" 1.5E TimberStrand® LSL L1: Blocking 1 Ply 1 1/2" x 11 114" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): 1-1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4978 -4204 14273 Passed (29%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 17008 17008 33694 Passed (50%) MID Span 1 under Roof loading Live Load Defl (in) 0.230 0.456 Passed (L/714) MID Span 1 under Roof loading Total Load Defl (in) 0.492 0.683 Passed (L/333) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 jschmit@cox.net SCHMIT ENGINEERING STRUCTURAL DESIGN Project By 7 Date /6 Sheet No.42- Of Subject rcoo Job NO. UJra� i 5 Zc� S � 1U 3c1 � s. s) L(l • s ,� �l3 tsU C1, ��) '= 27 i� G; >C'6 it 2, Zo 32` a15G G 0 '1 13 RB-424 = e� Business 3 1/2" x 91/4" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 UserPagel Engine Vers06 ion: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Pagel Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 812 Roof Slope0f12 Overall Dimension: 21' 0M d 9. All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: l' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 430.0 320.0 0 To 8' Replaces Uniform(plf) Roof(1.25) 550.0 420.0 8' To 21' Replaces 12. - Product. Diagram is Conceptual. SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.57" 1460 / 873 / 0 / 2333 L1: Blocking 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 2 Stud wall 3.50" 8.03" 6715 / 5225 / 0 / 11940 R7 None 3 Stud wall 3.50" 3.32" 2803 / 2134 / 0 / 4938 L1: Blocking 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking,R7 -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 (Ibs) 6900 6002 7824 Passed (77%) Lt. end Span 2 under Roof loading Moment (Ft-Lbs) -13033 -13033 15519 Passed (84%) MID Span 1 under Roof loading Live Load Def! (in) 0.342 0.394 Passed (U416) MID Span 2 under Roof ALTERNATE span loading Total Load Defl (in) 0.586 0.592 Passed (U242) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. -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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright @ 2005 by Trus Joist, a Weyerhaeuser Business Parallam@ is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone : 760-743-0592 Fax 760-743-3109 jschmit@cox.net SCHMIT ENGINEERING STRUCTURAL DESIGN Project BY S Date Sheet No. � f Of Subject Job NO. 70 C) �h z 3 —L 0%61 AICJ wiz 5 U l z Z Z,3 3.7. s' z7 , 7W e GG CI G 5/!F x l/4" Z_0 k i j���. r RB-#27 ��-''�� � r!0300 s�,=u.�5 5 1/4" x 11 1/4" 2.0E Parallam® PSL TJ-Beam® 6.20 Serial Number: 7003004397 User 2 1/31/20061:53:05 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version: 6.20.16 FOR THE APPLICATION AND LOADS LISTED Member Slope: 0.12 Roof Slope0,12 1T All dimensions are horiaondal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 490.0 370.0 0 To 7' Replaces Uniform(plf) Roof(1.25) 390.0 300.0 T To 14' Replaces SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.63" 3259 / 2600 / 0 / 5859 L1: Blocking 1 Ply 1 1 /2" x 11 114" 1.5E TimberStrand® LSL 2 Stud wall 3.50" 2.35" 2901 / 2349 / 0 / 5250 L1: Blocking 1 Ply 1 1/2" x 11 1/4" 1.5E TimberStrand® LSL See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 5712 4779 14273 Passed (33%) Lt. end Span 1 under Roof loading Moment (Ft-Lbs) 18573 18573 33694 Passed (55%) MID Span 1 under Roof loading Live Load Defl (in) 0.297 0.456 Passed (U552) MID Span 1 under Roof loading Total Load Defi (in) 0.536 0.683 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 14' 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 Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright © 2005 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Schmit Schmit Engineering 1965 Rohn Road Escondido, CA 92025 Phone: 760-743-0592 Fax :760-743-3109 jschmit@cox.net SCIHMIT ENGINEERING Proj ;ct STRUCTURAL DESIGN '� I /4 By Date Sheet Not � Of Subject %ZC-P /7 Job NO. S rrn A-, (,v �z 3 S 4 z �aSK.�, CI) 53, 3,►,3 G x� r� z= 3 5 2 7. S' vsc (,:,Xla SCHMIT ENGINEERING STRUCTURAL DESIGN Project 5r4/.J T C-On.� By _IZ--_ Dater o,5- Sheet No. q L � Of Subject FGu11100MnlS Job NO. F'Gv� roiq-� C"i 015t t G"J I 503 f 5-ul c.-S 2 U-Y*,crn r, 2�e GM rry ��Tt nos t�Y /-7-� 5 Y5 Zl s- / 3--,0U71 No. z -Yu r. U� 1Soo�s cukr�titto�rs J`�'S 1Z"c�i�� XpLu r��°. mar Z ,x' `' x i 3 " � "L-W c Z-G/ s FLIX�j: Z All 36 (5z) -/--/cu - 2U aj% i C07 (3 St � �) � el'z) r cc� = '7 U y ZC (J 5 C J 2 (A) CC lxi/ ,J_ M,, :,x 01J COArr 'FLzi,t T _ SCHMIT ENGINEERING Project STRUCTURAL DESIGN �/ By �_ Date /7y Sheet No. �6. Of Subject Job NO. P:- s2 3 �� = sZ', o/l sx = 3,., '�-j U 5 Z o.. �� x> z" �� s�� rn•� Cry' 2 3G �!31) i \ A S ` — J - 5 ci VM / 1. Z^. c .USG 2"-� LSCv Or�v f4 Cc�z�r ;Cb a G, a 2- G (pLr4,j Z A ) /9 CIO -r-) P� G7 n.Jx2 Gaz 3-a,5,, -C•s5 5 15, s �PzrdJ 3A) SCHMIT ENGINEERING STRUCTURAL DESIGN Project By JS�- Date 11s Sheet No.t9 Of ►'Zr�c r1� . ; 0— 9H"' I6;' P — /-.770' pz SeZc), Subject FW r?iJGS Job NO. < suco" ro 11-�, C 3 U")c Z'`G vc1 x/z"► 1�'!ao C 6-luo .1 n L 6 -D Cam► Sri) U5G Z'-6` Scl x 1z� ►pP P10,_&V"s U s c 2' su x/ Z� Lop, >?Ao SCHMIT ENGINEERING STRUCTURAL DESIGN Project 1 BY `� Date "'-5 Sheet No. 0 Of Subject Q'-t%�! -L.. Job NO. e-Q701 7v 2r c_s r2Gn� /�ricl 5 5 cn r r!S'L A Sr /iJ 62, �C-c 5m r �L- COC,7--/C/ CIC--iiT 0 cc.uP/uC�r Gam- 70Gcn.,Y S 7CIM, yZ - S O.tt x(�c) CJ L7' O psi. ZS O cod I-z - e-ou ,o 4�. 3 p1 G��wn b 13 l�s 12a c ps _f -s I i SHEAR WALL SCHEDULE (DF/L SILL PLATES) Material Edge Allowable Shear Transfer Nailing Sill Plate Nailing Anchor Bolt O Nailing Shear (Top Plates) Spacing 4 1 3/8" Ply Str. I 8d @ 6" o.c. 276 #/ft 16d @ 6" o.c. or A35 16d @ 6"o.c. 5/8" @ 51" o.c. 1 @ 24" o.c. 3/8" Ply Str. 1. 8d @ 4" o.c. 432 #/ft 16d @ 4" o.c. or A35 16d @ 4" o.c. 5/8" @ 32" o.c. J 5 @ 16" o.c. 3x min. sill late 3/8" Ply Str. I 8d @ 3" o.c. 552 #/ft 16d @ 3" o.c. or A35 16d @ 3" o.c. 5/8" (� @ 24" o.c. K 5 @ 13" o.c. 3x min. sill late 3/8" Ply Str. I 8d @ 2.5" o.c. 642 #/ft 16d @ 2.5" o.c or A35 16d @ 2.5" o.c. 5/8" � @ 21" o.c. L 5 @ 11" O.C. 3x min. sill late 3/8" Ply Str. I M 8d @ 2" o.c. 5 732 #/ft 16d @ 2" o.c. or A35 @ 9" O.C. 16d @ 2" o.c. 5/8" (� @ 18" o.c. 3x min. sill late 1/2" Ply Str. I N 10d @ 6" O.C. 340 #/ft 16d @ 5" o.c. or A35 @ 20" o.c. 16d @ 5" o.c. 5/8" @ 40" o.c. 1/2" Ply Str. I O 10d @ 4" o.c. 5 510 #/ft 16d @ 3" o.c. or A35 @ 14" o.c. 16d @ 3" o.c. 5/8" 4) @ 27" o.c. 3x min. sill late 1/2" Ply Str. I P 10d @ 3" o.c. 5 665 #/ft 16d @ 2.5" o.c. or A35 @ 10" O.C. 16d @ 2.5" o.c. 5/8" @ 21" o.c. 3x min. sill late 1/2" Ply Str. I 10d @ 2.5" O.C. 5 767 #/ft 16d @ 2" o.c. or A35 @ 9" O.C. 16d @ 2" o.c. 5/8" (� @ 18" o.c. 3x min. sill late 1/2" Ply Str. I R 10d @ 2" o.c. ,5 870 #/ft 16d @ 2" o.c. or A35 @ 8" o.c. 16d @ 2" o.c. 5/8" @ 16" o.c. 3x min. sill late Stucco i`2� S Per Table 25-I U.B.C. 3) 180 #/ft 16d @ 8" o.c. or A35 @ 24" o.c. 16d @ 8" o.c. 5/8" @ 72" o.c. l Foundation sill plates to be pressure treated Douglas Fir / Larch #2 or hetter_ Anr_hnr hnitc n m;nim„m 1 n" ;n lPnnfh ah 7v ';l, ..1. 12 " in length @ 3x sill plates ( 7" minimum concrete embedment). Expanded metal or woven wire lath and portland cement plaster per U.B.C. table 25-I. No. 11 gauge, 1/1/2" long, 7/16" bead @ 6" o.c. or No. 16 gauge staples 7/8" legs @ 6" o.c. Applies to nailing at all studs top and bottom plates and blocking. Field nailing is 12" o.c. typically @ plywood shear wall's. Framing at adjoining panel edges and sill plate at foundations only shall be 3" nominal or wider and nails'shall be staggered. Use Common Nails at all plywood shear panels. E.F.W. denotes entire face of wall. Toe nailing for shear transfer is not allowed. Use 2" x 2" x 3/16" plate washers at sill plate anchor bolts. SCHMIT ENGINEERING STRUCTURAL DESIGN L wG -,: cg5rso ?mow = 211 G�cl�f /55)Z 6 i Project By Date Z"T Sheet No. SZOf Subject L RSA -- Job NO. 22% ?'A1 W r`P� C afc p. N 6 Ulc_ P2 Usy 17�a�� U�LI.r- + Z-lAJ _ b --M� z �9 �o 00J) 9goo � 7 23cs` /'I-o-Z- cn2 SCHMIT ENGINEERING STRUCTURAL DESIGN h1U LiJ rtu ►� -- GcJr Lt. S a OL. hJU Lj)eL.1 r—./— Project PL�m a q By _� Date/ 7a6 Sheet No.53 Of Subject 4.�a T-0q"q'—Job NO. LSE e= -17W r o APcy (-: • 4. MCVT7 C�) �to)Uu.. rnz� eu� 7)% x es= Y%2 a l �U C 2 i) % �C • � 3 3 7,3 :5 1U u Li qc oT 363�s) C�)32- 4s� brLI T 33 �'S H-0 -S o 5. 371 i� o Z) % 0 O 2t ¢%.5(G)A/Y.vaps 72�S�/ Z7so SCHMIT ENGINEERING STRUCTURAL DESIGN Project 1=4.11r4 A 12 BY 7-21 Date /� Sheet No,: `t of Subject. Job No. L, 37 ta17 37�0 G477tG F-4k::;- or- &1.1?cc SNZs�n %fit' 13�e'To Uo�/�4G Gj CS 9. CULC-0 ��� z 7 2.3 ► 3z I "�Gle1 G to-2Rcc i—�zcnlr� 57rns S 77,Zelo Tb n or CJ �a r 3 s 3 ;(�) C �) = l 1 �GU �1 m2 = 97 C9-J 3T.s Z.Q 6'1 ..,z,u0/ ... of oprAt rr,s C,J/C'.G COI LC. S? AOA ZG �15NP&i,.t1, wled e G iAl SCHMIT ENGINEERING STRUCTURAL DESIGN P l,r)4 Z. -14 4- 2. G s) n-� ZJ-0 379v`/1e: z►U7 Project pLe'lli222/1 d 2 Q By - Date t �0115 Sheet No. •ss Of Subject 44� � Job NO. l PLY C,zJ. li/ec, (2- G U/c ),Y , 2`� S()e)/C 2c.ESZ I-7 SG,�; '1 �i o 0(2u/` r- . C G 3�6 CJ, w % uC) �c 0707 � � �z� �iU} � �22crU k UnL- Ir - r zIZ CI Z) 7 a b �w = �- 3 � � % 17 = Z s i � �F3u i�:;� � �► ._ �l � G�� C. G a fL, _ :. jnOF G5 13GSG" 12.E fC�C�/7 X eS SCHMIT ENGINEERING STRUCTURAL DESIGN L IWG 7 �s1)� )6,95leg Yn©� legs 6o) so ?2 t zU' C s) G�u�T� �s3s Project FL-gJ ZA L 2 G By J -5 Date /Us Sheet No. 5� Of Subject L q)-G7,1-C- Job NO. ✓ Z �37 C� fi.6) �62-) 12, ,� lQ7S �2S76 5 � z 6' /� l U • s t l o. s) y Z %'% � 7.C`3 4 d�� ='�1 w%'� � � , ��� ry M S/ - 3cca,Yb J. . s.s ` 1r2. a, L L 41C C. '2- PLRJ z,) Z 7C� J�tZ 0r (ll'1L/rr = C06 (�-3) -1Zc)23)%x,5cs_1/-3 i70oL SCHMIT ENGINEERING STRUCTURAL DESIGN Project d-4r7-�,T GR 2S 12 BY T�' Date /S Sheet No.57 Of Subject LA 7Cv?1? _ Job NO. SCFIMIT ENGINEERING STRUCTURAL DESIGN Project By Date /G Sheet No.sOf Subject �,�+ Job NO. L, //i G- Fs fcd Zfw WcU SCHMIT ENGINEERING STRUCTURAL DESIGN 3,00 z�, 37 �ru`/C�ztet r2 �9% U PLIF v— 45'/ >,,l S P Project FL_t�,J J R L 3 3 By ^� S Date) 05` Sheet No.SL Of Subject J-A-7CY-'7/+ Job NO. F-5 3 1 5 u %g" r(-1 :C.J. �ile'(p. G UlmPal 1� SCHMIT ENGINEERING ` STRUCTURAL DESIGN Project f,�L.r1JJ J 9 d 3 BY -7� Date o S Sheet No Gd Of L-lw e. (Pzn j 3 ) Subject 4, TG�,., Job NO. ?8 rV c-, AJ, (,) l6 / (2!_ 6 FMa- 2- L. l k c. F z?-S /7 / E s) old 614 = z_v 2_© '`ot" C)a�s, Ji4rG [ J / Llu-US; Q ' 37 _I 4 323U" Project v 3 By J-S Date1/s Sheet No.6 - Of Subject %/f 7 Gr19 Job NO. c �J - /-)/eJ g a�� SCHMIT ENGINEERING STRUCTURAL DESIGN 2- 1,4C- C, 1- - 5 9:37 �z z �1) �2�,)� 1775 1-j ; 17 t z z - 19E7� rn z C) 5CK,� F-zs 37 el 50 31 3% SGHMIT ENGINEERING STRUCTURAL DESIGN Project /c % .30 By �- Date y G Sheet No. G ZOf Subject l 19%-6%- Job NO. L.1 ATE- 1�-aJ 3 13) C3�/,) VCl2 t 6 )9) 2 l®V ('L7 c•ci ��� G'G/�. to� A)(-) �s t, 37 zz.�Z s) C e-t)� ? 5 9v y Z2- ZJ'ZJ aq us-119 i S � � � `8 , PLX C lu GJ le eG�C C) 2-9CJ5 bd) 2 Z%USU lac Z ('rya F 3C) r (65) 3 2 3 5 , _ . SCI- MIT ENGINEERING STRUCTURAL DESIGN Project Q% I,// 3d3 S By J . 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