Shop Drawing #042. Record. Project #1306 the Crest #1306 Date Monday, August 20th, 2018 Address 106 East 35th Ave

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1 Project #1306 the rest #1306 Date Monday, August 20th, 2018 Address 106 East 35th Ave reated y Paul Warwick reated Monday, August 20th, 2018 Modified Thursday, August 23rd, 2018 Shop Drawing #042 Subject: Record Record Name: Shop drawing - #042 Roof Trusses ode: Drawing Description: Vendor (Trade): Mitsui omes Required by: Submissions # Received From Trade Sent To onsultant Received From onsultant Review Status Approved

2 7" 43' 11 3/4" 10' 5" 22' 11 3/4" 8' 8 3/4" 1' 3 1/4" 2' 3" 11 1/4" A14 A13 A12 A11 A10 A9 A8 A7 A6 A5 A4 A3 A2 A1 16' 11 1/2" ack framing required to achieve counter slopes to drains as shown. Would be sloped per Architectural plans. 2' 3" 19' 4" 1 SP10 SP10 SP10 SP10 21' 1 1/4" 28' 1 1/2" 11' 8 1/4" 4 1/2" SP1 SP1 SP1 SP1 SP1 SP1 SP1 A15 SP2 SP4 SP3 A16 3' 8 3/8" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2 4 1/2" 3' 0 5/8" Approximate slope lines per Architectural drawings drawn in for reference/ explanation to elevation drawings. Approximate drain locations See elev. comments SP5 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 SP6 3 SP11 SP12 SP13 SP14 SP15 Doesn't have to be sloped, unless necessary for truss connection. See elev. comments 8 2' 0" ' 9 1/4" 85' 0 3/4" 2' 0 1/4" 11 12' 3" 10 14' 5 3/4" 4' 10 1/2" 22' 11 1/4" 2' 0" 9 1' 6 1/4" K Would be flat Overlay of actual slopes required, shown is for general reference only and is not accurate. ack framing required to achieve counter slopes to drains as shown. x SL 08/23/2018 Sloped framing to meet counter slopes to drains required - either with truss or with additional framing VARIES per slope See elev comments. 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 8 2' 0" See comments in green 2' 0" ack framing required to achieve counter slopes to drains as shown. 2' 0" 2' 0" ROOF TRUSSES REEIVED Y MITSUI AUG 16, 2018 FRANK 7 2' 0" 6 SP6 SP7 SP8 SP9 2' 0" 5 2' 0" 4 2' 0" 3 2' 0" 2 1' 1 7/8" 1 K A A A A A A 2' 2" A A A A A A D1 D2 D3 10' 2 3/4" 8' 6 1/2" 10 1/4" 13' 2 1/2" 11' 1 3/4" 1' 3 1/4" 10' 5" 33' 1 3/4" 6' 2 1/2" 33' 1" 2' 2 1/8" APPROVAL OF SOP DRAWINGS MEANS TE ONFIGURATION, EARING LOATIONS AND DESIGN RITERIA AVE EEN REVIEWED AND APPROVED. ONTRATOR YOU MUST VERIFY AND APPROVE ALL DIMENSIONS AND TRUSS OUNTS ON TE LAYOUT. TRUSSES WILL E MANUFATURED AS APPROVED. Job Number: Quote Number: K7242 ustomer: Mitsui omes anada Job Name: rest - Little Mountain Address: 108 East 35 Avenue ity: Vancouver, Salesman: DR Drawny: A Date: 07/23/18 Rev1: Rev2: Rev3: TYPE QTY DESRIPTION RT7A 55 ROOF TRUSSES Design Loads: Ss: 37.6 psf Sr: 4.2 psf T LL: 34.3 T DL: 13 psf LL: 0 psf DL: 7 psf General: Spacing: Varies per layout O/A eel: 14" Slope: 0/12 TYPE SYMOL QTY TYPE SYMOL QTY ST24 A 12 M 0 JUS26 17 P 0 US26 45 Q 0 TD26 D 0 S 0 TD28 E 0 TD210 G 0 TO35140 TIEDOWNS & STRAPS ANGER SEDULE MP5 K 2 IMPORTANT: SEE ANGER INSTALLATION DOUMENT FOR SEAR NAIL AND GENERAL NAILING INFORMATION. GENERAL NOTES 1. TIS DRAWING PROVIDES TRUSS DIMENSIONS AND LOATION ONLY, AND SALL ALWAYS E USED IN ONJUNTION WIT APPROVED ARITETURAL AND STRUTURAL DRAWINGS. 2. TE GENERAL ONTRATOR SALL VERIFY ALL DIMENSIONS IN WRITING, AND E RESPONSILE FOR REPORTING ANY DISREPANIES TO TE MANUFATURER PRIOR TO FARIATION. 3. TRUSSES ARE EXTREMELY FLEXILE UNTIL ALL FORMS OF RAING ARE IN PLAE AND FASTENED. FOR ERETION AND RAING REOMMENDATIONS, SEE TE ENLOSED WTA RAING POSTER. 4. EFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED TRUSS DRAWINGS, LOATE TE TOP AND OTTOM ORDS, AND PLAE TRUSSES AORDINGLY. RAING INDIATED ON TE ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT. 5. FOLLOW PROJET ENGINEERS / S INSTRUTIONS ON TIE DOWNS, NAILING AND OVERALL SWAY RAING. 6. TIS TRUSS LOATION DRAWING AND WTA RAING POSTER SALL E READ IN ONJUNTION WIT TE WORKERS OMPENSATION OARD OF RITIS OLUMIA INDUSTRIAL EALT AND SAFETY REGULATIONS LAUSE SETIONS 1 TO DONOTUT,DRILL,ORALTERTRUSSESINANYWAY. ANYALTERATIONOFATRUSSISTE SOLE RESPONSIILITY OF TE ONTRATOR. 8. SUPERIMPOSED LOADS: A. NO MATERIALS SALL E STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT RAING AS EEN OMPLETELY INSTALLED.. ONENTRATED & UNIFORM LOADS DUE TO ONSTRUTION AND/OR OUPANY SALL NOT EXEED TOSE SPEIFIED Y TE TRUSS AS TO WEIGT AND LOATION.. LOADS SALL NOT E SUSPENDED FROM OTTOM ORDS OF TRUSSES UNLESS TE TRUSSES AVE EEN DESIGNED TO SAFELY ARRY TE APPLIED LOAD. IMPORTANT 1. SEE ENGINEERED TRUSS DRAWINGS FOR PERMANENT RAING REQUIREMENTS. 2. SEE WTA RAING POSTER FOR TEMPORARY RAING REQUIREMENTS.

3 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A1 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-lS598gtVlg2QUALaDPnDVfy_gaMv4aG0l9uOIylzF Scale = 1:17.4 Page 1 of 51 A 4x7 4x5 D E T W2 W3 W4 W5 W x5 G 4x8 F LUMER ORDS SIZE LUMER DESR. - DRY No.2 SPF A - 2x6 DRY No.2 SPF - E 2x6 DRY No.2 SPF F - E DRY No.2 SPF - F DRY No.2 SPF ALL WES 2x3 DRY No.2 SPF DRY: SEASONED LUMER DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX ANGER Y OTERS MIN. SEAT SIZE: 1-8 F ANGER Y OTERS MIN. SEAT SIZE: DESIGN RITERIA SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / TOTAL WEIGT = 41 lb TMV+p MT TTWW+m MT D TMW+w MT E TMVW-t MT F MV1+p MT G MWWW-t MT MV-t MT PROVIDE ANORAGE AT EARING JOINT FOR 219 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT F FOR 201 LS FATORED UPLIFT PROVIDE FOR 66 LS FATORED ORIZONTAL REATION AT JOINT UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL / 0 0 / 0 0 / 0 0 / / 0 0 / 0 F / 0 0 / 0 0 / 0 0 / / 0 0 / 0 ORIZONTAL REATIONS / 0 0 / 0 0 / 0 44 / / 0 0 / 0 RAING MAX. UNRAED TOP ORD LENGT = 5.63 FT. MAX. UNRAED OTTOM ORD LENGT = 6.25 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (18) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT / (13) / (1) A- 0 / (18) G -342 / (1) / (2) 6.25 G- D -674 / (1) - D / (1) 5.66 G- E -480 / (1) D- E / (1) 5.63 F- E -731 / (1) G -127 / (1) 6.25 G- F -10 / (18) IN FLAT SETION ASED ON A SLOPE OF 0.00/12 TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.34") ALULATED VERT. DEFL.(LL) = L/ 999 (0.05") ALLOWALE DEFL.(TL)= L/180 (0.68") ALULATED VERT. DEFL.(TL) = L/ 999 (0.09") SI: T=0.24/1.00 (D-E:1), =0.17/1.00 (G-:1), W=0.42/1.00 (E-G:1), SSI=0.21/1.00 (D-E:1) DOL LUMER=1.00 NAIL=1.00 LS END=1.10 OMP=1.10 SEAR=1.10 TENS= 1.10 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS AS EEN EKED FOR UNALANED AS PER N (8) WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE. TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION PLATE PLAEMENT TOL. = inches JSI GRIP= 0.90 () (INPUT = 0.90 ) JSI METAL= 0.62 () (INPUT = 1.00 ) technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information

4 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A2 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-hx0TNUhWG2ov1elX7xw0lj3o4lMeP2QFPvSwkylzF '-4 3/4" if Scale = 1:35.7 bearing over wall. Page 2 of x12 5x8 4x10 4x10 5x16 A D E F G W2 W3 W4 W5 W6 W5 W4 W7 W8 1 T2 2 W N 4x10 M 4x10 L O P K Q J 5x16 I R 4x12 4x10 5x10 M8S 3x LUMER ORDS SIZE LUMER DESR. N - DRY No.2 SPF A - 2x6 DRY No.2 SPF - G 2x6 DRY 2100F 1.8E SPF - G DRY No.2 SPF N - J 2x6 DRY 2100F 1.8E SPF J - 2x6 DRY 2100F 1.8E SPF ALL WES 2x3 DRY No.2 SPF EXEPT I - G DRY No.2 SPF DRY: SEASONED LUMER. TMV+p MT TTWW-m MT D TMWW-t MT E TMWW-t MT F TMWW-t MT G TMVW-t MT MV1+p MT I MWW-t MT J S-t M8S K MWW-t MT L MWW-t MT M MWW-t MT N MV-t MT ANGERS NOTES 1) SPEIAL ANGER(S) OR ONNETION(S) REQUIRED TO SUPPORT ONENTRATED LOAD(S) lbs FATORED DOWN AND lbs FATORED UP AT , lbs FATORED DOWN AND 59.9 lbs FATORED UP AT , lbs FATORED DOWN AND 59.9 lbs FATORED UP AT , lbs FATORED DOWN AND 59.9 lbs FATORED UP AT , AND lbs FATORED DOWN AND 59.9 lbs FATORED UP AT , AND lbs FATORED DOWN AND 59.2 lbs FATORED UP AT ON OTTOM ORD. DESIGN FOR UNSPEIFIED ONNETION(S) IS DELEGATED TO TE UILDING DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX N ANGER Y OTERS MIN. SEAT SIZE: PROVIDE ANORAGE AT EARING JOINT N FOR 609 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT FOR 695 LS FATORED UPLIFT NOTE: ANORAGE REQUIRED FOR LARGE UPLIFT FORES, SALL E PROVIDED Y UILDG. PROVIDE FOR 64 LS FATORED ORIZONTAL REATION AT JOINT N UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL N / -1 0 / 0 0 / 0 0 / / 0 0 / / / 0 0 / 0 62 / / 0 0 / 0 ORIZONTAL REATIONS N / 0 0 / 0 0 / 0 37 / / 0 0 / 0 EARING MATERIAL TO E SPF NO.2 OR ETTER AT JOINT(S) RAING MAX. UNRAED TOP ORD LENGT = 3.01 FT. MAX. UNRAED OTTOM ORD LENGT = 5.52 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (35) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT N / (2) 7.81 N / (1) A- 0 / (18) M -720 / (1) / (2) 6.25 M- D / (1) - D / (1) 4.05 D- L -315 / (1) D- E / (1) 3.01 L- E -458 / (1) E- F / (1) 3.11 E- K / (19) F- G / (1) 4.60 K- F -637 / (1) - G / (1) 5.80 F- I / (1) I- G / (1) N- M / (1) 6.25 M- L / (1) 5.92 L- O / (1) 5.52 O- P / (1) 5.52 P- K / (1) 5.52 K- Q / (1) 6.23 Q- J / (1) 6.23 J- I / (1) 6.23 I- R -8 / (1) R- -8 / (1) FATORED ONENTRATED LOADS (LS) JT LO. L1 MAX- MAX+ FAE DIR. TYPE I FRONT VERT TOTAL J FRONT VERT TOTAL O FRONT VERT TOTAL P FRONT VERT TOTAL Q FRONT VERT TOTAL R FRONT VERT TOTAL DESIGN RITERIA SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / TOTAL WEIGT = 98 lb IN FLAT SETION ASED ON A SLOPE OF 0.00/12 TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.70") ALULATED VERT. DEFL.(LL) = L/ 597 (0.42") ALLOWALE DEFL.(TL)= L/180 (1.41") ALULATED VERT. DEFL.(TL) = L/ 367 (0.69") SI: T=0.50/1.00 (D-E:1), =0.89/1.00 (K-L:1), W=0.92/1.00 (G-I:1), SSI=0.31/1.00 (K-L:2) DOL LUMER=1.00 NAIL=1.00 LS END=1.00 OMP=1.00 SEAR=1.00 TENS= 1.00 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION M8S PLATE PLAEMENT TOL. = inches JSI GRIP= 0.90 (I) (INPUT = 0.90 ) JSI METAL= 0.93 (G) (INPUT = 1.00 ) TRUSS AS EEN EKED FOR UNALANED AS PER N (8) technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information ONTINUED ON PAGE 2

5 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A2 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 2 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-hx0TNUhWG2ov1elX7xw0lj3o4lMeP2QFPvSwkylzF1 Page 3 of 51 WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE. technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information

6 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A3 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-98araqi81MwlfoKjheRFIwkgT3vNrEZT3e?SAylzF Scale = 1: '-4 3/4" if bearing over wall. Page 4 of 51 6x8 5x8 A 4x10 4x4 4x4 4x7 D E F G T W2 W3 W4 W5 W6 W7 W8 W O N M L K J 7x8 I 4x10 3x8 3x4 3x8 4x10 M8S LUMER ORDS SIZE LUMER DESR. O - DRY No.2 SPF A - 2x6 DRY No.2 SPF - G 2x6 DRY No.2 SPF - G DRY No.2 SPF O - J DRY 2100F 1.8E SPF J - DRY No.2 SPF ALL WES 2x3 DRY No.2 SPF DRY: SEASONED LUMER DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX O ANGER Y OTERS MIN. SEAT SIZE: PROVIDE ANORAGE AT EARING JOINT O FOR 410 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT FOR 418 LS FATORED UPLIFT PROVIDE FOR 66 LS FATORED ORIZONTAL REATION AT JOINT O DESIGN RITERIA SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / TOTAL WEIGT = 82 lb IN ALL FLAT SETIONS ASED ON A SLOPE OF 0.00/12 TMVW-t MT TTWW-m MT D TMWW-t MT E TMWW-t MT F TMWW-t MT G TMVW-t MT MV1+p MT I MWW-t MT Edge 2.75 J S-t M8S K MWW-t MT L MWW-t MT M MWW-t MT N MWW-t MT O MV1+p MT Edge - INDIATES REFERENE ORNER OF PLATE TOUES EDGE OF ORD. UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL O / 0 0 / 0 0 / 0 0 / / 0 0 / / 0 0 / 0 0 / 0 0 / / 0 0 / 0 ORIZONTAL REATIONS O / 0 0 / 0 0 / 0 38 / / 0 0 / 0 EARING MATERIAL TO E SPF NO.2 OR ETTER AT JOINT(S) RAING MAX. UNRAED TOP ORD LENGT = 2.65 FT. MAX. UNRAED OTTOM ORD LENGT = 5.47 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (18) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT O / (1) N / (1) A- 0 / (18) N / (1) / (1) M -412 / (1) - D / (1) 2.97 M- D / (1) D- E / (1) 2.65 D- L 0 / (18) E- F / (1) 2.92 L- E 0 / (18) F- G / (1) 3.92 E- K / (1) - G / (1) 6.60 K- F -410 / (1) F- I / (1) O- N -30 / (1) 6.25 I- G / (1) N- M / (1) 6.25 M- L / (1) 5.65 L- K / (1) 5.66 K- J / (1) 5.47 J- I / (1) 5.47 I- -9 / (1) TRUSS AS EEN EKED FOR UNALANED AS PER N (8) WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE. TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.70") ALULATED VERT. DEFL.(LL) = L/ 616 (0.41") ALLOWALE DEFL.(TL)= L/180 (1.41") ALULATED VERT. DEFL.(TL) = L/ 372 (0.68") SI: T=0.62/1.00 (D-E:1), =0.99/1.00 (I-K:1), W=0.99/1.00 (G-I:1), SSI=0.19/1.00 (-D:1) DOL LUMER=1.00 NAIL=1.00 LS END=1.10 OMP=1.10 SEAR=1.10 TENS= 1.10 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION M8S PLATE PLAEMENT TOL. = inches JSI GRIP= 0.90 (K) (INPUT = 0.90 ) JSI METAL= 0.94 (I) (INPUT = 1.00 ) technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information

7 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A4 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-dK8Dn9jmog2cxvwFMyUr8MLtSq6KpiijOY?dylzF? Scale = 1: '-4 3/4" if ounter slope with back framing required, by contractor. bearing over wall. Page 5 of 51 A 5x8 6x8 5x8 4x4 4x7 D E F T W2 W3 W4 W5 W6 W7 W8 W M L K 3x8 J I 5x12 3x5 4x12 M8S 5x10 G LUMER ORDS SIZE LUMER DESR. M - DRY No.2 SPF A - 2x6 DRY No.2 SPF - F 2x6 DRY No.2 SPF G - F DRY No.2 SPF M - I DRY 2100F 1.8E SPF I - G DRY 2100F 1.8E SPF ALL WES 2x3 DRY No.2 SPF EXEPT - L DRY No.2 SPF - F DRY No.2 SPF DRY: SEASONED LUMER. TMVW-t MT TTWW-m MT D TMWW-t MT E TMWW-t MT F TMVW-t MT G MV1+p MT MWW-t MT I S-t M8S J MWW-t MT K MWW-t MT L MWW-t MT M MV1+p MT DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX M ANGER Y OTERS MIN. SEAT SIZE: 1-8 G PROVIDE ANORAGE AT EARING JOINT M FOR 410 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT G FOR 417 LS FATORED UPLIFT PROVIDE FOR 66 LS FATORED ORIZONTAL REATION AT JOINT M UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL M / 0 0 / 0 0 / 0 0 / / 0 0 / 0 G / 0 0 / 0 0 / 0 0 / / 0 0 / 0 ORIZONTAL REATIONS M / 0 0 / 0 0 / 0 34 / / 0 0 / 0 EARING MATERIAL TO E SPF NO.2 OR ETTER AT JOINT(S) G RAING MAX. UNRAED TOP ORD LENGT = 2.55 FT. MAX. UNRAED OTTOM ORD LENGT = 5.44 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (18) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT M / (1) L / (1) A- 0 / (18) L / (1) / (1) K -120 / (1) - D / (1) 2.55 K- D -640 / (1) D- E / (1) 2.55 D- J -679 / (1) E- F / (1) 3.51 J- E -368 / (1) G- F / (1) 6.61 E / (1) - F / (1) M- L -25 / (1) 6.25 L- K / (1) 5.81 K- J / (1) 5.44 J- I / (1) 6.07 I / (1) G -8 / (1) TRUSS AS EEN EKED FOR UNALANED AS PER N (8) WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE DESIGN RITERIA SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / TOTAL WEIGT = 85 lb IN ALL FLAT SETIONS ASED ON A SLOPE OF 0.00/12 TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.70") ALULATED VERT. DEFL.(LL) = L/ 541 (0.47") ALLOWALE DEFL.(TL)= L/180 (1.41") ALULATED VERT. DEFL.(TL) = L/ 326 (0.78") SI: T=0.68/1.00 (-D:1), =0.76/1.00 (J-K:1), W=0.84/1.00 (F-:1), SSI=0.25/1.00 (-:1) DOL LUMER=1.00 NAIL=1.00 LS END=1.10 OMP=1.10 SEAR=1.10 TENS= 1.10 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION M8S PLATE PLAEMENT TOL. = inches JSI GRIP= 0.89 (L) (INPUT = 0.90 ) JSI METAL= 0.95 (F) (INPUT = 1.00 ) technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information

8 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A5 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-5Whb?VjOZzATu5U6p3TjNLpXrnQrosxN76X3ylzF_ Scale = 1: '-4 3/4" if ounter slope with back framing required, by contractor. bearing over wall. 5x8 4x7 6x8 A D E F G 4x4 4x6 Page 6 of 51 5x T2 W2 W3 W4 W5 W6 W7 W8 W O N M L 3x10 K J 5x10 I 5x8 4x8 3x4 4x10 M8S LUMER ORDS SIZE LUMER DESR. O - DRY No.2 SPF A - D 2x6 DRY No.2 SPF D - G 2x6 DRY No.2 SPF - G DRY No.2 SPF O - J DRY 2100F 1.8E SPF J - DRY 2100F 1.8E SPF ALL WES 2x3 DRY No.2 SPF EXEPT - N DRY No.2 SPF I - G DRY No.2 SPF DRY: SEASONED LUMER. TMVW-t MT TMWW-t MT D TTWW-m MT E TMWW-t MT F TMWW-t MT G TMVW-t MT MV1+p MT I MWW-t MT J S-t M8S K MWW-t MT L MWW+t MT M MWW-t MT N MWW-t MT O MV1+p MT DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX O ANGER Y OTERS MIN. SEAT SIZE: PROVIDE ANORAGE AT EARING JOINT O FOR 410 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT FOR 417 LS FATORED UPLIFT PROVIDE FOR 66 LS FATORED ORIZONTAL REATION AT JOINT O UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL O / 0 0 / 0 0 / 0 0 / / 0 0 / / 0 0 / 0 0 / 0 0 / / 0 0 / 0 ORIZONTAL REATIONS O / 0 0 / 0 0 / 0 30 / / 0 0 / 0 EARING MATERIAL TO E SPF NO.2 OR ETTER AT JOINT(S) RAING MAX. UNRAED TOP ORD LENGT = 2.35 FT. MAX. UNRAED OTTOM ORD LENGT = 5.41 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (18) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT O / (1) N / (1) A- 0 / (18) N / (1) / (1) M -630 / (1) - D / (1) 2.80 M- D / (1) D- E / (1) 2.35 D- L -1 / (18) E- F / (1) 2.59 L- E 0 / (18) F- G / (1) 3.59 E- K / (1) - G / (1) 6.61 K- F -449 / (1) F- I / (1) O- N -19 / (1) 6.25 I- G / (1) N- M / (1) 6.25 M- L / (1) 5.41 L- K / (1) 5.43 K- J / (1) 6.22 J- I / (1) 6.22 I- -8 / (1) TRUSS AS EEN EKED FOR UNALANED AS PER N (8) WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE DESIGN RITERIA SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / TOTAL WEIGT = 85 lb IN ALL FLAT SETIONS ASED ON A SLOPE OF 0.00/12 TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.70") ALULATED VERT. DEFL.(LL) = L/ 507 (0.50") ALLOWALE DEFL.(TL)= L/180 (1.41") ALULATED VERT. DEFL.(TL) = L/ 307 (0.83") SI: T=0.70/1.00 (D-E:1), =0.80/1.00 (L-M:1), W=0.82/1.00 (G-I:1), SSI=0.21/1.00 (D-E:1) DOL LUMER=1.00 NAIL=1.00 LS END=1.10 OMP=1.10 SEAR=1.10 TENS= 1.10 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION M8S PLATE PLAEMENT TOL. = inches JSI GRIP= 0.90 (G) (INPUT = 0.90 ) JSI METAL= 0.97 (N) (INPUT = 1.00 ) technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information

9 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A6 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-ZjF_rk0KIKWF3IMn_ywZMhuh6maFU?A1tf2VylzEz Scale = 1:43.9 Page 7 of 51 ounter slope with back framing required, by contractor. 21'-4 3/4" if bearing over wall x7 6x8 A /\ 5x6 6x8 D E 4x7 5x7 F G W5 T2 T3 W2 W3 W4 W6 W7 W8 W P O N 3x4 4x8 5x7 lose to centre of drain. M 3x4 L K J I 3x10 4x12 M8S 5x LUMER ORDS SIZE LUMER DESR. P - DRY No.2 SPF A - E 2x6 DRY 2100F 1.8E SPF E - F 2x6 DRY No.2 SPF F - 2x6 DRY No.2 SPF I - DRY No.2 SPF P - K DRY 2100F 1.8E SPF K - I DRY 2100F 1.8E SPF ALL WES 2x3 DRY No.2 SPF EXEPT F - L DRY No.2 SPF J - DRY No.2 SPF DRY: SEASONED LUMER. I measure 1'-6 3/4" on our drawings DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX P ANGER Y OTERS MIN. SEAT SIZE: 2-15 I Q() EVELED PLATE OR SIM REQUIRED TO PROVIDE FULL EARING SURFAE WIT TRUSS ORD AT JT(S): PROVIDE ANORAGE AT EARING JOINT P FOR 674 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT I FOR 393 LS FATORED UPLIFT NOTE: ANORAGE REQUIRED FOR LARGE UPLIFT FORES, SALL E PROVIDED Y UILDG DESIGN RITERIA TOTAL WEIGT = 91 lb *** SPEIAL LOADS ANALYSIS *** GEOMETRY AND/OR ASI LOADS ANGED Y USER. LOADS WERE DERIVED FROM USER INPUT NO FURTER MODIFIATIONS WERE MADE SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / IN ALL FLAT SETIONS ASED ON A SLOPE OF 0.00/12 TMVW-t MT D TMWW-t MT E TTWW-p MT F TTWW-m MT G TMWW-t MT TMVW-t MT I MV1+p MT J MWW-t MT K S-t M8S L MWW-t MT M MWW+t MT N MWW-t MT O MWW-t MT P MV1+p MT ANGERS NOTES 1) SPEIAL ANGER(S) OR ONNETION(S) REQUIRED TO SUPPORT ONENTRATED LOAD(S) lbs FATORED DOWN AND 54.6 lbs FATORED UP AT ON TOP ORD. DESIGN FOR UNSPEIFIED ONNETION(S) IS DELEGATED TO TE UILDING. PROVIDE FOR 70 LS FATORED ORIZONTAL REATION AT JOINT P UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL P / 0 0 / 0 0 / 0 0 / / 0 0 / 0 I / 0 0 / 0 0 / 0 0 / / 0 0 / 0 Q() 0 14 / 0 0 / 0 0 / / 0 0 / 0 0 / 0 ORIZONTAL REATIONS P / 0 0 / 0 0 / 0 27 / / 0 0 / 0 EARING MATERIAL TO E SPF NO.2 OR ETTER AT JOINT(S) P, I, Q() RAING MAX. UNRAED TOP ORD LENGT = 2.55 FT. MAX. UNRAED OTTOM ORD LENGT = 5.56 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (18) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT P / (1) O -741 / (1) A- -13 / (1) 6.25 O- D / (1) / (1) 6.25 D- N -513 / (1) - D / (1) 4.53 N- E / (1) D- E / (1) 4.13 E- M -62 / (1) E- F / (1) 2.82 M- F 0 / (18) F- G / (1) 2.55 F- L -824 / (1) G / (1) 3.52 L- G -61 / (1) I / (1) 6.73 G- J / (1) J / (1) P- O -12 / (1) 6.25 O- N / (1) 6.25 N- M / (1) 5.56 M- L / (1) 5.60 L- K / (1) 5.91 K- J / (1) 5.91 J- I -8 / (1) FATORED ONENTRATED LOADS (LS) JT LO. L1 MAX- MAX+ FAE DIR. TYPE A FRONT VERT TOTAL *** NON STANDARD GIRDER *** ADDT'L USER-DEFINED LOADS APPLIED TO ALL LOAD ASES. TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED -OVERANG NOT TO E ALTERED OR UT OFF. TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.70") ALULATED VERT. DEFL.(LL) = L/ 580 (0.44") ALLOWALE DEFL.(TL)= L/180 (1.41") ALULATED VERT. DEFL.(TL) = L/ 347 (0.73") SI: T=0.75/1.00 (-D:1), =0.86/1.00 (M-N:1), W=0.83/1.00 (-J:1), SSI=0.52/1.00 (-D:1) DOL LUMER=1.00 NAIL=1.00 LS END=1.00 OMP=1.00 SEAR=1.00 TENS= 1.00 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION M8S TRUSS AS EEN EKED FOR UNALANED AS PER N (8) WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED technology authorized by APEG. The authoritative original is in electronic form ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE. PLATE PLAEMENT TOL. = inches JSI GRIP= 0.88 (G) (INPUT = 0.90 ) JSI METAL= 1.00 (J) (INPUT = 1.00 ) WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information

10 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A7 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-1vpMQle5bQ8PeUwUWSmuvP5ViJh99OhcDayylzEy Scale = 1:42.5 Page 8 of 51 ounter slope with back framing required, by contractor x5 5x8 A 5x7 D T2 5x6 4x12 4x4 E F G T3 W2 W3 W4 W5 W6 W7 W8 W N M L 5x8 3x8 K 4x12 J I /\ 3x5 4x LUMER ORDS SIZE LUMER DESR. N - DRY No.2 SPF A - D 2x6 DRY No.2 SPF D - E 2x6 DRY No.2 SPF E - G 2x6 DRY No.2 SPF - G DRY No.2 SPF N - J DRY 2100F 1.8E SPF J - DRY No.2 SPF ALL WES 2x3 DRY No.2 SPF EXEPT - M DRY No.2 SPF DRY: SEASONED LUMER DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX N ANGER Y OTERS MIN. SEAT SIZE: 1-9 O() I PROVIDE ANORAGE AT EARING JOINT N FOR 415 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT I FOR 810 LS FATORED UPLIFT NOTE: ANORAGE REQUIRED FOR LARGE UPLIFT FORES, SALL E PROVIDED Y UILDG. PROVIDE FOR 71 LS FATORED ORIZONTAL REATION AT JOINT N DESIGN RITERIA SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / TOTAL WEIGT = 93 lb IN ALL FLAT SETIONS ASED ON A SLOPE OF 0.00/12 TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TMVW-t MT TMWW-t MT D TTWW+p MT E TTW-m MT F TMWW-t MT G TMVW-t MT MV1+p MT I MW-t MT J S-t MT K MWWW-t MT L MWW-t MT M MWW-t MT N MV1+p MT UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL N / 0 0 / 0 0 / 0 0 / / 0 0 / 0 O() 0 0 / 0 0 / 0 0 / / 0 0 / 0 0 / 0 I / 0 0 / 0 0 / 0 0 / / 0 0 / 0 ORIZONTAL REATIONS N / 0 0 / 0 0 / 0 30 / / 0 0 / 0 EARING MATERIAL TO E SPF NO.2 OR ETTER AT JOINT(S) O(), I RAING MAX. UNRAED TOP ORD LENGT = 2.98 FT. MAX. UNRAED OTTOM ORD LENGT = 6.25 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (18) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT N / (1) M / (1) A- -5 / (1) M / (1) / (1) L -126 / (1) - D / (1) 2.98 L- D -671 / (1) D- E / (1) 3.59 D- K / (1) E- F / (1) 3.30 K- E -229 / (1) F- G -973 / (1) 6.25 K- F -996 / (1) - G -227 / (14) 7.81 F- I / (1) I- G -640 / (12) N- M -19 / (1) 6.25 M- L / (1) 6.25 L- K / (1) 6.25 K- J 0 / (1) J- I 0 / (1) I- -8 / (1) TRUSS AS EEN EKED FOR UNALANED AS PER N (8) WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE. TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.64") ALULATED VERT. DEFL.(LL) = L/ 628 (0.37") ALLOWALE DEFL.(TL)= L/180 (1.28") ALULATED VERT. DEFL.(TL) = L/ 378 (0.61") SI: T=0.50/1.00 (-D:1), =0.68/1.00 (K-L:1), W=0.86/1.00 (F-K:1), SSI=0.25/1.00 (F-G:1) DOL LUMER=1.00 NAIL=1.00 LS END=1.10 OMP=1.10 SEAR=1.10 TENS= 1.10 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION PLATE PLAEMENT TOL. = inches JSI GRIP= 0.90 (N) (INPUT = 0.90 ) JSI METAL= 0.98 (M) (INPUT = 1.00 ) technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information

11 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A8 1 1 TRUSS DES. Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-V5NkdXmGsuY2lZDhU1Q?_R3qUoG27zIdLMm7OylzEx Scale = 1:37.3 Page 9 of ounter 0.36 slope 12with back framing required, by contractor. 4x7 5x7 A 5x7 D T2 E F G T3 W2 W3 W4 W5 W6 W7 W8 W9 1 6x8 2 4x N M L 3x12 K J 5x8 I 4x12 3x10 4x LUMER ORDS SIZE LUMER DESR. N - DRY No.2 SPF A - D 2x6 DRY No.2 SPF D - E 2x6 DRY No.2 SPF E - G 2x6 DRY No.2 SPF - F DRY No.2 SPF N - J DRY 2100F 1.8E SPF J - DRY No.2 SPF ALL WES 2x3 DRY No.2 SPF DRY: SEASONED LUMER DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX N ANGER Y OTERS MIN. SEAT SIZE: PROVIDE ANORAGE AT EARING JOINT N FOR 470 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT FOR 395 LS FATORED UPLIFT PROVIDE FOR 70 LS FATORED ORIZONTAL REATION AT JOINT N DESIGN RITERIA SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / TOTAL WEIGT = 81 lb IN ALL FLAT SETIONS ASED ON A SLOPE OF 0.00/12 TMVW-t MT TMWW-t MT D TTWW-p MT E TTWW+m MT F TMVW-t MT MV1+p MT I MWW-t MT J S-t MT K MWW-t MT L MWW-t MT M MWW-t MT N MV1+p MT UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL N / 0 0 / 0 0 / 0 0 / / 0 0 / / 0 0 / 0 0 / 0 0 / / 0 0 / 0 ORIZONTAL REATIONS N / 0 0 / 0 0 / 0 34 / / 0 0 / 0 EARING MATERIAL TO E SPF NO.2 OR ETTER AT JOINT(S) RAING MAX. UNRAED TOP ORD LENGT = 2.94 FT. MAX. UNRAED OTTOM ORD LENGT = 5.62 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (18) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT N / (1) M / (1) A- -5 / (1) M / (1) / (1) L -277 / (1) - D / (1) 2.94 L- D / (1) D- E / (1) 2.99 D- K / (1) E- F / (1) 4.43 K- E -515 / (1) F- G 0 / (1) E- I / (1) - F / (1) 6.71 I- F -887 / (1) N- M -24 / (1) 6.25 M- L / (1) 6.25 L- K / (1) 5.62 K- J / (1) 5.93 J- I / (1) 5.93 I- -9 / (1) TRUSS AS EEN EKED FOR UNALANED AS PER N (8) WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE. TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.64") ALULATED VERT. DEFL.(LL) = L/ 643 (0.36") ALLOWALE DEFL.(TL)= L/180 (1.29") ALULATED VERT. DEFL.(TL) = L/ 386 (0.60") SI: T=0.52/1.00 (-D:1), =0.85/1.00 (I-K:1), W=0.96/1.00 (-M:1), SSI=0.22/1.00 (-:1) DOL LUMER=1.00 NAIL=1.00 LS END=1.10 OMP=1.10 SEAR=1.10 TENS= 1.10 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION PLATE PLAEMENT TOL. = inches JSI GRIP= 0.90 (K) (INPUT = 0.90 ) JSI METAL= 0.96 (J) (INPUT = 1.00 ) technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information

12 JO NAME TRUSS NAME QUANTITY PLY JO DES. MITSUI-Roof-108 East 35 Ave-Vancouver A9 1 1 TRUSS DES. Page 10 of 51 Alliance Truss Ltd., Abbotsford,.. V2S 7P6, Andrew ubbard Version S Dec MiTek Industries, Inc. Mon Aug 20 09:37: Page 1 ID:lb?1uPKiXnTNjg1y8fI7_yvNR-zIx6rtnvdgvNjnt2vYfY_FquASnZdRs?5JfqylzEw Scale = 1: ounter slope with back framing required, by contractor. A 5x7 4x7 6x8 4x7 7x8 D E F G T2 T3 W2 W3 W4 W5 W6 W7 W8 W O N M L K J I 4x10 3x10 4x7 4x10 M8S 4x8 5x LUMER ORDS SIZE LUMER DESR. O - DRY No.2 SPF A - D 2x6 DRY No.2 SPF D - F 2x6 DRY No.2 SPF F - 2x6 DRY No.2 SPF I - G DRY No.2 SPF O - K DRY 2100F 1.8E SPF K - I DRY 2100F 1.8E SPF ALL WES 2x3 DRY No.2 SPF DRY: SEASONED LUMER DIMENSIONS, SUPPORTS AND S SPEIFIED Y FARIATOR TO E VERIFIED Y UILDING EARINGS FATORED MAXIMUM FATORED INPUT REQRD GROSS REATION GROSS REATION RG RG JT VERT ORZ DOWN ORZ UPLIFT IN-SX IN-SX O ANGER Y OTERS MIN. SEAT SIZE: 1-10 I PROVIDE ANORAGE AT EARING JOINT O FOR 470 LS FATORED UPLIFT PROVIDE ANORAGE AT EARING JOINT I FOR 432 LS FATORED UPLIFT PROVIDE FOR 70 LS FATORED ORIZONTAL REATION AT JOINT O DESIGN RITERIA SPEIFIED LOADS: TOP. LL = 34.3 PSF OT. LL = 0.0 PSF (*) SPAING = 24.0 IN. / TOTAL WEIGT = 81 lb IN ALL FLAT SETIONS ASED ON A SLOPE OF 0.00/12 TMVW-t MT TMWW-t MT D TTWW+p MT E TMWW-t MT F TTWW-m MT G TMV+p MT I MV-t MT J MWW-t MT K S-t M8S L MWW-t MT M MWW-t MT N MWW-t MT O MV1+p MT ANGERS NOTES 1) SPEIAL ANGER(S) OR ONNETION(S) REQUIRED TO SUPPORT ONENTRATED LOAD(S) lbs FATORED DOWN AND 57.0 lbs FATORED UP AT ON TOP ORD. DESIGN FOR UNSPEIFIED ONNETION(S) IS DELEGATED TO TE UILDING. UNFATORED REATIONS 1ST LASE MAX./MIN. OMPONENT REATIONS JT OMINED SNOW LIVE PERM.LIVE WIND DEAD SOIL O / 0 0 / 0 0 / 0 0 / / 0 0 / 0 I / 0 0 / 0 0 / 0 0 / / 0 0 / 0 ORIZONTAL REATIONS O / 0 0 / 0 0 / 0 38 / / 0 0 / 0 EARING MATERIAL TO E SPF NO.2 OR ETTER AT JOINT(S) I RAING MAX. UNRAED TOP ORD LENGT = 2.96 FT. MAX. UNRAED OTTOM ORD LENGT = 5.62 FT OR RIGID EILING DIRETLY APPLIED. ALL PIT REAKS AND PERIMETER ORNER JOINTS MUST E LATERALLY RESTRAINED. TOTAL LOAD ASES: (18) O R D S W E S MAX. FATORED FATORED MAX. FATORED MEM. FORE VERT. LOAD L1 MAX MAX. MEM. FORE MAX (LS) (PLF) SI (L) UNRA (LS) SI (L) FROM TO LENGT O / (1) N / (1) A- -5 / (1) N / (1) / (1) M -234 / (1) - D / (1) 3.00 M- D / (1) D- E / (1) 2.96 D- L -982 / (1) E- F / (1) 3.96 L- E -364 / (1) F- G -9 / (1) E- J / (1) G- 0 / (1) J- F -527 / (1) I- G -352 / (2) 7.81 F- I / (1) O- N -30 / (1) 6.25 N- M / (1) 6.25 M- L / (1) 5.62 L- K / (1) 6.25 K- J / (1) 6.25 J- I -610 / (1) 6.25 FATORED ONENTRATED LOADS (LS) JT LO. L1 MAX- MAX+ FAE DIR. TYPE G TOP VERT TOTAL TRUSS AS EEN EKED FOR UNALANED AS PER N (8) WIND LOAD APPLIED IS DERIVED FROM REFERENE VELOITY PRESSURE OF { 9.4} PSF AT {53-7-0} FT-IN-SX REFERENE EIGT AOVE GRADE AND USING EXTERNAL PEAK OEFFIIENTS, pg, ASED ON TE {MAIN WIND FORE RESISTING SYSTEM}.INTERNAL WIND PRESSURE IS ASED ON DESIGN {ATEGORY 2}. UILDING MAY E LOATED ON {OPEN TERRAIN}, AND TRUSS IS DESIGNED TO E LOATED AT LEAST {} FT-IN-SX AWAY FROM EAVE. TIS TRUSS IS DESIGNED FOR OMMERIAL OR INDUSTRIAL UILDING REQUIREMENTS OF PART 4, N 2010 TIS DESIGN OMPLIES WIT: - PART 4 OF O 2012, 2012, A SA TPI 2011 (*)- LL SPEIFIED Y FARIATOR, DOES NOT OMPLY WIT N TALE TO E VERIFIED Y UILDING - SLOPE REDUTION FATOR NOT USED TIMES IMPORTANE FATOR EQUALS 34.3 P.S.F. SPEIFIED ROOF LIVE LOAD ALLOWALE DEFL.(LL)= L/360 (0.64") ALULATED VERT. DEFL.(LL) = L/ 677 (0.34") ALLOWALE DEFL.(TL)= L/180 (1.29") ALULATED VERT. DEFL.(TL) = L/ 408 (0.57") SI: T=0.51/1.00 (-D:1), =0.73/1.00 (L-M:1), W=0.93/1.00 (-N:1), SSI=0.22/1.00 (-:1) DOL LUMER=1.00 NAIL=1.00 LS END=1.10 OMP=1.10 SEAR=1.10 TENS= 1.10 SNOW LOAD IMPORTANE FATOR = 1.00 WIND LOAD IMPORTANE FATOR = 1.00 OMPANION LIVE LOAD FATOR = 0.50 TRUSS PLATE MANUFATURER IS NOT RESPONSILE FOR QUALITY ONTROL IN TE TRUSS MANUFATURING PLANT. PLATE GRIP(DRY) SEAR SETION M8S PLATE PLAEMENT TOL. = inches JSI GRIP= 0.90 (I) (INPUT = 0.90 ) JSI METAL= 0.87 (F) (INPUT = 1.00 ) technology authorized by APEG. The authoritative original is in electronic form WARNING - Verify design parameters and READ NOTES ON TIS AND INLUDED MITEK REFERENE PAGE MII-7473 rev. 10-'08 EFORE USE. and proper incorporation of component is responsibility of building designer - not truss designer. racing shown is for lateral support of individual web members only. Additional TPI Appendix G - Minimum Quality Manufacturing riteria available from and SI uilding omponent Safety Information