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HomeMy WebLinkAboutB16-2639 031-019-005No. LUMBER Do- HARDWARE 10- STOCK PLANS Do- CUSTOM DRAFTING Do- TRUSS ENGINEERING t. Do- TRUSSES 10- PRE FRAMED WALLS --WARNING: DO NOT CUT 611 ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. PERMIT # BUTTE COUNTY DRIELOPMENT SER TRUSSES REQUIRE EXTREME CARE IN HANDLING REVIEWED FOR VICES BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS CODE -COMPLIANCE MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH 04TE— 12-1-2,1. WILL NOT BE CONSIDERED A DEFECT t / I (.'BY 655 Cal Oak Rd. P.O. Box 1947 Oroville., Ca.95965 Phone: (530)534-0300 Fax. -(55-330)53-4-5269 This Image was created with TIMBER PRODUCTS. INSPECTION 105 S. E. 124th AVE. Vancouver, Wa. 98684 Pho'ne:(360)449-3840 Fax:(360) 49-3953 JOB: Christian LOCATION: Oroville, Ca. MiTek. TRUSS ENGINEERING POWER TO PERFORM. MiTek Industries, Inc. 7777 Greenback Lane Suite 109 BUTTE Citrus Heights, Ca.95610 COUNTY Phone: (916)676-1900 Fax:(916)676-1909 NOV 3 0 20f6 DEVEWPMWr SERVICES No. LUMBER Do- HARDWARE 10- STOCK PLANS Do- CUSTOM DRAFTING Do- TRUSS ENGINEERING t. Do- TRUSSES 10- PRE FRAMED WALLS --WARNING: DO NOT CUT 611 ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. PERMIT # BUTTE COUNTY DRIELOPMENT SER TRUSSES REQUIRE EXTREME CARE IN HANDLING REVIEWED FOR VICES BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS CODE -COMPLIANCE MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH 04TE— 12-1-2,1. WILL NOT BE CONSIDERED A DEFECT t / I (.'BY 655 Cal Oak Rd. P.O. Box 1947 Oroville., Ca.95965 Phone: (530)534-0300 Fax. -(55-330)53-4-5269 This Image was created with TIMBER PRODUCTS. INSPECTION 105 S. E. 124th AVE. Vancouver, Wa. 98684 Pho'ne:(360)449-3840 Fax:(360) 49-3953 •.r Y ` �` '� c - • , _'. '' _ ' M t - � � ,3 . Sty • .. ♦. - ` •. � .. r 4� �Lt• ♦ 7 .. ' 10 ` Al �Y i - • -' a -}•' +. sem` - ---- ± ,f `_ 't. --- -- -- � •4,- a _�� - - . - i -. ` } .: Wes Christian 844 Plumas Ave: :' BUTTE -COUNTY ` SUI! DING DIVISION . -- - Oroville, Ca.. APPROVED , MiTe-k ® MiTek USA, Inc. 7777 Greenback Lane- - Suite 109 t Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Christian_W Fax 916/676-1909 Christian'W W The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R4801.2009 thru .R48012010 My license renewal date for the state of California is Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. oQOoKSS/0 TEOps �2 , CO Uj w G`75435 EXP. 03/31/2018 *" August 2,201.6 Eduard, Teodosescu The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. ' 1 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in Dama a or Personal In Injury 1 ry Dimensions are in ff-in-sixteenths. (Drawings not to scale) Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSI. i n /16 2. Tens bracing must be designed by an engineer. For individual lateral braces themselves j 2 3 wide tens spacing, TOP CHORDS may require bracing, or alternative T, I, or Eliminator T bracing should be considered. T c1-2 C4J WEBS 4 3. Never exceed the design loading shown and never o Sze stack materials on inadequately braced trusses. O •� 3 �y� 3 4. Provide copies of this truss design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate U >b z0 property interested plates 0-'Ag' from Outside 0- �' u CJ all ocher parties. edge of truss. p 5. Cut members to bear tightly against each other. C7-8 C6-7 CS-6 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the •8 7 6 5 joint and embed fully. Knots and wane at joint _ required direction of slots in' locations are regulated by ANSI/TP1 1. connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software Or Upon request. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE JOINTS shag not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice B to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T. I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 H. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint �� ® number where bearings OCCUr. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable Imenvironmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER T-a PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty PLATES GRIP chnstlar_w • TC 0.21 -. ' 't` ,' JF`ly� `L.. R48012009 CHRISTIAN_W A10 GABLE "%".' -. 2 �1 WB 0.01 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Job Reference (optional Endeavor Homes, u eviiie. CA 95960 _ 1.43U s Jut 20 zuls miTek ex Industries, mc. Mon Aug ul 16:42:59 2016 rage 1 ID:JJYDBxs7d3aSNxyd59XOceys88f-Zh8COEeNzpii2SE WSpndHjVTYg7xGdTzWOov2Mys7nw I -2-0-0 I 8-0.0 I 16-D-0 } 19.0.0 2-0_0 B-0-0 9-0-0 2-0.0 Scale = 1:32.9 3x4 7 8 9 25 24 23 22 21 20 19 16 17 16 Jz4 — I6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.02 15 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.03 15 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 71 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer sallation guide. REACTIONS All bearings 16.0-0. '(Ib) - Max Horz 2=36(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 25, 24, 23, 22, 19, 18, 17, 16 except 2=126(LC 8), 14=126(1_C 8) Max Grav All reactions 250 Ib or less atjoint(s) 21, 20, 25, 24, 23, 22, 19, 18, 17, 16 except 2=270(LC 1), 14=270(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES BUTTE COUNTY 1) Unbalanced roof live loads have been considered for this design. DIVISION 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; BUILDING Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL --1.33 plate grip DOL=1.33 r n V G APPROVED 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 �oFESS/� Q a of on chord all areas where a rectangle wide will fit between the bottom chord and any other members. � TEOp 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) 25, 24, 23, 22, 19, 18, R X40 Os 2C - �(P 17, 16 except (it=1b) 2=126, 14=126. JQ 1 W C 75435 C LOAD CASE(S) Standard M t EXP. 03/31/2018 August 2,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7472 rev. 10/03/20/5 BEFORE USE. Design valid for use only with M7ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingis alwaysrequired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Niel, - - fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jx9 — Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets ore indicated. I6 4 8 dimensions shown in ft4rt-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to stole) Apply plates t0 both Sides Of tr1155 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. I n 0 - /16 2. Tans bracing must be designed by an engineer. For truss individual lateral braces themselves 1 2 3 wide spacing, TOP CHORDS may require bracing, or alternative T,1, or Eliminator bracing should be considered. T ci_2 c2-3 WEBS �s, 4 3. Never exceed the design boding shown and never stack materials on inadequately braced trusses. O �'� ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U �� = designer, erection supervisor, property owner and plates 0 -'Ag' from Outside a �' v U oilother interested parties. edge Of truss. a_ 5. Cut members to bear tightly against each other. �- C7 -e csz O BOTTOM CHORDS ' 6. Place plates on each face of truss at each This symbol indicates the' . 8 7 6 5 oint and embed fully. Knots and wane at joint locations required direction of slots in' are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available In MITek 20/20 SOHWar2 Or Upon request. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE JOINTS shall not exceed 19% at time of tabdcation. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber Is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice B to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or offer truss member or plate without prior (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. �� ® 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design inn pi back. words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® isnot sufficient. DSB-89: Design Standard for Bracing, MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 77 1 Job Truss Truss Type Qty PlyI Christian w TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.07 2-6 >999 360 R48012010 CHRISTIAN_W All COMMON 11 1 - BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.03 4 n/a n/a ob Refe e ce (optional tnaeavor Homes, uroviiie. GA acatia -Ju s Jul '.'u"' aGUN MIreR InuuSnies, mc. ... rug u rage ID:JJYDBxs7d3aS Nxyd59XQceys88f-1 tiabaf?k7gZgcpjOWlsgw2YV4Ef?2f6k2YTaoys7nv -2-0-01 &00 16-0-0 I 1 2-00 8.00 8-0.0 2.00 Scale = 1:32.9 61 r 5x6 3 30 — 1.5X4 11 sxn — - Id LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.07 2-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.22 2-6 >846 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 54 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra`cing. WEBS 2x4 DF Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=757/0-3-8 (min. 0-1-8), 4=757/0-3-8 (min. 0-1-8) Max Horz 2=36(LC 7) Max Uplift 2=1 76(LC 8), 4=-176(LC 8) i FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/156, 3-4=1184/156 BOT CHORD 2-6=-69/1055, 4-6=69/1055 WEBS 3-6=0/362 BUTTE COUNTY DIVISION NOTES BUILDING 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; APPROVED Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 i. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=176, 4=176. LOAD CASE(S) Standard .. Q�pFESS/ t 1 EOp0 q�F2 JPQ� sFs LL1 w C75435 - . * EXP. 03/3112018 • TFOFCAUI ` August 2,2016 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 rev. 10/0312015 BEFORE USE. Design valid far use only with P.LTek® connectors. This design Is based only upon parameters shown. and Is for an individual building component, not a truss. system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overallrmbuilding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and peanent bracingis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the NOR fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Salety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Suite 109 Citrus Hel hts CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ' s/4 Center plate on joint unless x, y offsets ore indicated. 6-4-8 dimensions shown in ti-in-sixteenths Damage or Personal Injury Dimensions are in ff-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSI. A�� /i 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves 6 ) 2 3 wide spacing, TOP CHORDS may require bracing, or aHemative T, I, or Eliminator should be considered. Ibracing T cl-2 c2.3 WEBS �a, 4 3. Never exceed the design Iooding,shown and never 0 stack materials on inadequately braced trusses. O O 4. Provide copies of this truss design to the building designer, erection supervisor, owner and For 4 x 2 orientation, locate U sb = property interested ,ANplates 0-'Ag' from outside CIL U . all other parties. edge of truss. 5. Cut members to bear tightly against each other. c» C6-7p BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the' .`7 g 6 5 oint and embed fully. Knots and wane at joint 3ocations required direction of slots in are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shag not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT.FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, s¢e, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be at the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907,9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable dtenvironmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.and 'is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: M11-7473 rev. 10208 Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530:538.7601 Fax 530.538.7785 . %kxVxv.buttecounty.net/d&- SITE PLAN Assessor's Parcel Number: 0® 0— 0 0 0— 0 0 Permit #: FORM NO DBP -3 o 36 i VIM1 r , se -. F1 .6 NO V 302016 DEVELOPIT— SERVICES ' 816 `a63 y BUTTE COUNTY DEVELOPMENT SERVICES ~ ! REVIEWED FOR CODE 'COMPLIANCE _ Owner Name: Site Location: 0 _6 M., kjf-,006 Contact name: Phone: . Flood Zone: Scale I` SO Page 1. of 1 I Butte,Co� urtty t