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HomeMy WebLinkAboutB15-2294_ s �8: •Goff -S JOB: ppp� i LOCATION: Oroville Ca. M i Tek TRUSS ENGINEERING POWER TO PERFORM. 'W ' MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 L Phone:(916)676-1900 ' Fax:(916)676-1909 _ `•.�' PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVI EYED fOR CODE COMP! CE DATE GZ _ A 15 B ► LUMBER' - ► HARDWARE ► STOCK PLANS . " ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES No. PRE FRAMED WALLS WARNING: DO NOT CUT OR ALTER TRUSSES IN ANYWAY. -WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH WILL NOT BE CONSIDERED A DEFECT BUTTE COUNTY • SEP 2.1 2015 DEVELOPMENT SERVICES �1S`=`? 0 This Image was created with TIMBER ; PRODUCTS INSPECTION ' 105 S.E. 124th AVE. e Vancouver,,Wa.•98684 RLE.COPY..� • t Yi'• _ .vf 655 Cal Oak Rd. P .. P.O. Box 1947 ` Oroville, Ca.95965 Phone:(530)534-0300. ' e ;- Fax(53 :0)534-5269 - .- - TRUSSES REQUIRE EXTREME CARE IN HANDLING BUYER ACCEPTS THAT LUMBER AND LUMBER PRODUCTS MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH WILL NOT BE CONSIDERED A DEFECT BUTTE COUNTY • SEP 2.1 2015 DEVELOPMENT SERVICES �1S`=`? 0 This Image was created with TIMBER ; PRODUCTS INSPECTION ' 105 S.E. 124th AVE. e Vancouver,,Wa.•98684 RLE.COPY..� r • ta. Steve GoffPERMIT # 1� S — 2_14 rs BUTTE COUNTY DEVELOPMENT SERVICES 20 x 25 REVIEWED, FOR C® E COMP CE t 'DATE S BY • ta. a . Steve GoffPERMIT # 1� S — 2_14 rs BUTTE COUNTY DEVELOPMENT SERVICES 20 x 25 REVIEWED, FOR C® E COMP CE t 'DATE S BY MiTe-- k MiTek USA, Inc. 7777 Greenback Lane - Suite 109 Citrus Heights, CA, 95610 ' Telephone 9161676-1900 Re: Goff—S Fax 916/676-1909 Goff S ; The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor .Homes. Pages or sheets covered by this seal: R44785716 thru R44785717 My license renewal date for the state of California is December 31, 2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 5 �o4q�ESSI0�� T N ICon Q, w 76428 m o; v * EXE, 1,2131/.2016N. CI ; - _ June 25,2015 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the r 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. PERMIT .#" 1?2I'S � t s t.' x e� BUTTE COUNTY DEVELOP# @Ni'�ERV,ICE$ , REVIEWED FOR' CO E C®NiPL1 CE . DATE 9 2� s Symbols Numbering System AGenera.1 Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -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. x/1 6 3 2. Truss bracing must be designed by an engineer. For wide tnra spacing, individual lateral braces themselves j 2 TOP CHORDS may require bracing, or aflemafive T, I, or Efiminator 1bracing T 1 cr-2 c2a should be considered. WEBS 4 3. Never exceed the design loading shown and never p 4, stack materials on inadequately braced trusses. O �• ; r{r� ; W Oz 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate U rb designer, erection supervisor, property owner and interested plates 0 -'ns' from outside a +' v U oilother parties. edge Of truss. 00 a 5. Cut members to bear tightly against each other. C7-8 0 6. Place plates on each face of truss at each BOTTOM CHORDS This symbol indicates the g 7 6 5 oint and embed fully. Knots and wane at joint �ocations 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 I. ' Plate location details avattable In MITek 20/20 Software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall 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 NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead load 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, 9604B, specified. by text in the bracing section of the 95-43,96-31,9667A 13. Top chords must be sheathed or purfins 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 C 2006 MTek® 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 environmental, health or performance risks. Consult with mal project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 10. Review au portions of this design (front, 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 PERFORAL'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metol Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MIP473 rev. 10208 f Job Truss Truss Type Qty Ply Goff—S CSI DEFL in (loc) I/deft Ud . PLATES GRIP TCLL 20.0 Plates Increase 1.25 1244785716 I GOFF_S A10 GABLE 2 1 Vert(TL) -0.03 17 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 ob a ere ce o t'o a vveavunca "":.rcura rage r I D: owd7VuvDJduLItlg6n2dgkzU SOe-AJ Freov W hv5n Imol DS Ksrz4 B KI4 r L2 Kqm PZioz37s2 10-00 1 20.0.0 22-0-0 2-o-0 10.0.0 10-0-0 2�0 Scale = 1:39.4 3x4 = 8 9 10 3x4 = 30 29 28 27 26 25 24 23 22 " 20' 19 18 3x4 3x4 = jN `6 20.0.0 200 Plate Offsets (X,Y): 19:0-2-O.Edciel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud . PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.02 17 n/r . 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.03 17 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 90 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 No.2MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS All bearings 20-0-0. (lb) - Max Horz 2=43(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 30, 29, 28, 27, 26, 23, 21, 20, 19, 18 except 2=124(LC 8), 16=-124(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 25, 24, 30, 29, 28, 27, 26, 23, 21, 20, 19, 18 except 2=269(LC 1), 16=269(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 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=2ft; Cat. II; 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 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 ANSIrl-PI 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. — -- — ESSlO- 7) This truss has been designed for a 10.0 psf bottom chord live load n oncon curre nt with any other live loads. RQt'cc 8) ' 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 ,�q4 -N10-- \Q fit between the bottom Chord and any other members. 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 30, 29, 28, 27, 26, 23, 21, 20, 19, 18 except 0=1b) 2=124, 16=124. CO- Q, 10),This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 76428 Z `-UU Q LOAD CASE(S) standard PERMIT # 7 4 �� EXP. 92l3�1201C BUTTE COUNTY DEVELOPMENT SERVICES " REVIEWED FORCAll- DATE-----BYMG June 25,2015 d.. WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. OV11112015 BEFORE USE. Design valid for use only vith MBek connectors. This design is based only upon parameters shown, and Is for on Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shovm is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the e . erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 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 are indicated. 1 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both Sides of truss t. Additional stability bracing for tnra system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSL T /16 1 2 3 2. Tens bracing must be designed by an engineer. For wide tnra spacing, individual lateral braces themselves TOP CHORDS may require bracing, or attemative T, I, or Eliminator bracing should be considered. T r r CI -2 c�a WEBS 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O u �`• ;y� 3 4. Provide copies of this tans design to the building For 4 x 2 Orientation, locate U a O= designer, erection supervisor, property owner and interested plates G- 'Ag' from outside a u U ap other parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. cry cd BOTTOM CHORDS 6. Place plates on each face of truss at each This Symbol indicates theoint 8 7 6 5 and embed fully. Knots and wane at Joint Cal flons are regulated by ANSI/TPI 1. required direction of slots in 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 SOtiWaf@ or upas request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed' 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design isnot applicable for PLATE SIZE use with fire retardant, preservative treated or green lumber. r The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the 4 4 width measured perpendicular NUMBERS/LETTERS. responsibility of buss fabricator. General practice ls 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, 9604B, specified. by text in the bracing section of the 9543, 96-31, 9667A 13. Top chords must be sheathed or purfins 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 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or atter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. �� ® 1 B. Use of green or treated lumber may pose unacceptable environmental, 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 Ifront, back, words ap'cfficie before use. Reviewing pictures alone dPlate Connected Wood Truss Construction. ® is not sufficient. DSB-89: Design Standard for Bracing. MiTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER to PERFORK " ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MB -7473 rev. 10208 4 - - Job Truss Truss Type + t PlyGit_s 4 - - Job Truss Truss Type Qty PlyGit_s Plate Offsets MY): 18:0-2-8.0-3-01 LOADING (psf) ]Joob ` R44785717 GOFF_5 A11 COMMON 12 i TC 0.24 Vert(LL) -0.07 8-9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 Refe encs (optional •+• �" o ..vdv s -no -w s, mc..- dun-,.:o.reum rage, I D: owd7VuvDJdu L Itlg6n2dgkzU SOe-AJ Freov W ttvSnlm of DS Ksrz4gKfCrKyKgm PZioz39s2 -1-0,0 -o 0 5-4-14 10-0.0 14-7-z 20-0-0 22-0-0 2-0.0 ` 5-4-14 - 4-7-2 4-7-2 54-14 z-0-0 • Scale = 1:39.4 4x4 = _ 4- ,. V [d 3x4 = 3x4 = 5x5 = 3x4 = 1111-a 13 -o -1z zo-ao 6.11-4 61-8 6.11-4 Plate Offsets MY): 18:0-2-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.07 8-9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.19 8-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix) Weight: 79 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oC purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection, in accordance with Stabilizer s at' REACTIONS (Ib/size) 2=917/0-3-8 (min. 0.1-8), 6=917/0-3-8 (min. 0-1-8) ' Max Horz 2=43(LC 7) Max Uplift 2=201(1_C 8), 6=-201(LC 8) 2 FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1781/258, 3-4=1567/229, 4-5=1567/229, 5-6=1781/258 BOT CHORD 2-9=-179/1634, 8-9=92/1137, 6-8=179/1634 WEBS 4-8=-24/474, 5-8=299/104, 4-9=24/474, 3-9=299/104 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; 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 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 (jt=1b) 2=201, 6=201. 6) This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIrrP1 1. RQ1 SSS/Q ' LOAD CASE(S) Standard �g tjfiN�� !Vq� - C7 G, PERMIT a� �JIS - 27 �'i L{- w 76428 z ,n BUTTE COUNTY DEVELOPMENT SERVICES �xP• REVIEWED FOR :: � � j 31120 CODE COMPLI CE.:' °DATE �1 LS B to , QFCALI: 1 I `June 25,2015 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 02/1811015 BEFORE USE. '` • , r - Design valid for use only wtih MMTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ !_ fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra, VA 22314. - .. Suite 109 - - -' Symbols Numbering System AGenera.1 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 1`1141n-sixteenthsInjury u or DamagePersonal In Dimensions are in ft -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 SCSI. �/i 2. Truss bracing must be designed by an engineer. For trussspacing, individual lateral braces themselves 6 1 2 3 wide TOP CHORDS may require bracing, or altemative T, I, or Eliminator bracing should be considered. T T a -z cza 4 3. Never exceed the design loading shown and never WEBS Cze stack materials on inadequately braced trusses. 0 �!� ; y� ; O 4. Provide copies of this tens design to the building For 4 x 2 orientation, locate 3� U dell nen, erection supervisor, property owner and her interested plates 0 -'Ag' from outside 0- v a0 o parties. edge of truss. S. Cut members to bear tightly against each other. cr 06-7p' BOTTOM CHORDS 6. Place plates on each face of tens at each This Symbol indicates the g 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations 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 detalls available In MiTek 20/20 8. Unless otherwise noted, moisture content of lumber SOttWat@ Ot upon t@quail. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE _ 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 load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are rninimum 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 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons, vary but © 2006 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 1 B. 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 (front, back. words a� pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. ® 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 1P0 PERFORKII ANSlfrPI i Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 638-7601 Telephone (530) 538-2140 Facsimile www.buttecoun etldds wN^^r�buttegeneralplan net ADMINISTRATION " BUILDING " PLANNING .MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DiSTURSING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be In place during the rainy season (October 15 through April 15) and may be required at other times based on weather and site conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's' could be required based on conditions. • Stabilized entry. Provide minimum 3' to.6' fractured rock 50' long x 15' wide by 6" deep over consWc ion -grade fabric. All soils tracked onto paved roadways must be'ceaned up on a daffy basis. When re streets are wet or during a rain event theshall be no tracking of Solis onto�.the street • Wattles Installed properly behind curb or sidewalks. Rock bags (minimufn_2 per side) at ail drain Inlet locations within 150' of the project site. • Internal filters placed Inside each -drain Inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils In the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this appllcation) • Stabilize all slopes where erosion could occur and cause slit run off. (Straw, visqueen or.erosion blankets. may be used for this appik ation) I . • All paint, fuel, construction products etc. shall be stored In a covered location away from sidewalks and storm drain Inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at legst 50' from the nearest storm drain Inlet.. • AiI trash must be collected and stored property. Do not tet items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with vlsqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to Insure the continued effectiveness of your BMP's. K.WUILD1NG\201 I%A,pproved formsUtw Green Bldg. fonnAl3rosion & Sediment Control Measures.doc .REMOVE VEGETATION AND DEBRIS FROM, UNDER AND AWAY FROM STRUCTURE. MAINTAIN CLEARANCE FOR A FIRE SAFE ENVIRONMENT'. NO CONSTRUCTION IN EASEMENTS ry i ✓°1�W0�� F i ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES AND ROOF • ,, - ' - .. • _ 'r ;=-� J� - �Spt' 'fir � ' IL .- ., , .� • � ' • F � � • ' ` 1 y •� '' �Y.I Y 116% FILE.COPY k COQ .. RMIT # 61 BUTTE COUNTY DEVELOPMENT SERVICES _ • j *_ `. REVIEWED FOR DEVELOPMENT CO COMPLI CE F SERVICES n Q �V DATE o BY Z' l r� (�G.rag�` ,(�lSO sr{, +t) s _ ` �. ;Sfeve>1 ::,1`��� ` COAST tyP, • •f ` •� r f. ,l s ,l. ��1.'_'-.1 ~ 3 •�;.. Y ti � ;x+. '�,., *- /o /{ ��' She .. ! rr • - , • . - - r Y c '.. • • v �`. '.T ti . , C i y. • ,, yr- Y t - 1. •. t - �._� - r - H.0 (A s� Ga ro,1 .REMOVE VEGETATION AND DEBRIS FROM, UNDER AND AWAY FROM STRUCTURE. MAINTAIN CLEARANCE FOR A FIRE SAFE ENVIRONMENT'. NO CONSTRUCTION IN EASEMENTS ry i ✓°1�W0�� F i ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES AND ROOF • ,, - ' - .. • _ 'r ;=-� J� - �Spt' 'fir � ' IL .- ., , .� • � ' • F � � • ' ` 1 y •� '' �Y.I Y 116% FILE.COPY k COQ .. RMIT # 61 BUTTE COUNTY DEVELOPMENT SERVICES _ • j *_ `. REVIEWED FOR DEVELOPMENT CO COMPLI CE F SERVICES n Q �V DATE o BY Z' l HORIZ. BARS VERT BARS DOWELS TO MA VERT REINF UNDISTURBED SC D B F. AT TYP s_ 'FILE. Copy. 4 CONT. IN FOOTINGS L FOR HEIGHT OF 32" OR LESS NO REINFORCING IS REQUIRED PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODF COMPLI E OTHER HEIGHTS OR CONDITIONS REQUIRE ENGINEEff--WG RESIDENTIAL CONCRETE FOUNDATION BUTTE COUNTY BUILDING DEPAR TMEN T May 1995 REV DAIE SCALE. • 3/4--v-o- ATE.• DWG: WALLIR STD 12.3 9.14 SPECIFICA TIONS 1. CONCRETE — f'c=2500 PSI (9 28 OA YS • 2. REINF. — ASTM A615, GRADE 40 MIN. J. LAP BARS — 20" MIN. 4. FOOTING SHALL 'BE EXCAVATED INTO FIRM, UNDISTURBED SOIL TO DEPTH D * FLOORS HORIZ .BARS VER T BARS T B D ONE #4 ©13 "0. C. #4 (P18"0. C. 6 " 12 TWO #4 ©10 "0. C. #4 ®16 "0. C. 8" 15 " : 18 " "FLOORS REFERS TO NUMBER OF FLOORS PER .UBC TABLE 29—A - HORIZ. BARS VERT BARS DOWELS TO MA VERT REINF UNDISTURBED SC D B F. AT TYP s_ 'FILE. Copy. 4 CONT. IN FOOTINGS L FOR HEIGHT OF 32" OR LESS NO REINFORCING IS REQUIRED PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODF COMPLI E OTHER HEIGHTS OR CONDITIONS REQUIRE ENGINEEff--WG RESIDENTIAL CONCRETE FOUNDATION BUTTE COUNTY BUILDING DEPAR TMEN T May 1995 REV DAIE SCALE. • 3/4--v-o- ATE.• DWG: WALLIR STD 12.3 9.14 t •g;0. / S®1 I® „1 GARAGE J r 0 9 s SO. FT. 1 - . ®SI >< L� 1�1 m A WX12 DF #2 t A � t0 0 --------IG----- o�rn w 0pa c9 I U I - I I 10 I 1 I I ELNATIGNS - - 4' COIL SLAB 1 ^ 1 EX6 10/10 W.W.V. 1 12' FT'C y t 3 6' CURB �s y CQA•.2L FILL I 1 0 I 11.IQz - I � I 1 I� I I t 1 I L----------------------� A - 1/2• COX PLY. ' . • JLr . �. 1/2 CCR PLY AT EAVES ' 5/6' T-111 PLY. F Y 26 SIDN" O ALL JI ed -EA 6/12 USS:^ BO N4'LS 1 ! "-1 CLIP ALL TRUSSES 12 .. LOCK 0EIMEEN 4 •�• RUSSES �t .4X12 NOR _ 296 ITASC'A 807 TUDS I 2X4 S -LL O.C. DTTOV P1ATE i a TION t0 0 o�rn w 0pa c9 I U GENERAL NOTES ELNATIGNS ^ 12' FT'C y t 3 6' CURB �s y 1. ALL LUVBER TO BE DOUG FIR OR MV • N-1 CUP- RR /i AVD BETTER. STUDS TO BE STUD ALL TRUSSES -�" GRADE OR BETTER, UN,.E5s 0THER'A1SE KDTED f 2. ALL HEADERS TO BE 4.12 Of #2 UNLESS O,HERM.SE NOTED •' 0 ,[ 11.IQz - A - 1/2• COX PLY. ' . • 1/2• COX PLY .. L :,� - - r. T 2,2 BETWEEN OUTRIGGERS , 2. STUDS O •' . - r r ii~ - ' - 16. O.C. 2i� �] T. S:II 2.4 EAVE BLOCK' - N-+ ANCHOR 4' Co%c. —8 214 S �, .. - • ,��� - -1 I E. 6.6 10/10 W.W.V ` GABLL END iNU55 AT 16' 1.3 -TRU 1 SONG PER_,, ELEVATIONS�s 1R /2X?, IC7'16 p�yWppp L o� . SHEETING COHI. Al L&ROOF , •.A75 a 46. O.C. U.N.O. - - 214 P.7.13 a IVsi, 7 • "y. ,i1 1 i • Or '� . r'ifAi I/6• SHEAR PLV/W -- / ea _ + 1.4 TRIM IMPSON HI TIE AT EACH JOIST ' k V- fPIYWG. El0St1 USS 2.6 fASCN r _7 -- -e BLOCK. BETAEEN j • •. _ _ a 90WG -SEC P r - VA.V. STANDARD TRUSSES AT 24 O.C. .+•y�r.� - 1 _ F T;. ` TRUSSES C R O S S S E C JI ed -EA 6/12 USS:^ BO N4'LS 1 ! "-1 CLIP ALL TRUSSES 12 .. LOCK 0EIMEEN 4 •�• RUSSES �t .4X12 NOR _ 296 ITASC'A 807 TUDS I 2X4 S -LL O.C. DTTOV P1ATE i a TION I�, iyF SeewttwclA ��rPI °.4 ,�� I LOM T V1I1T�1 2013 GP�G FLOOR PLAN No so. FOUNDATION. PLAN f f _` `; �TR00F .'P C40 ' -'z PERMIT WILL BE RQUIRED FROM PERMIT # .Y ~�BUTTE COUNTY DEVELOPMENT SERVICES 'BUTTE COUNTY BUILDING DEPT. FOR NNIMUM O O' APA PATED PLYWOOD APPUEO OVER 2X FRAUNO AT +6' O.C. REVIEWED Y O ■ aP 3/8- APA HAILED. 12. / FOR FUTURE ELECTRICAL �l FLOOR kAJLEO %MTK 16d NAILS 12* ON INSTALLLATIONS �T-WE�/S- �AT COMPLI E A,, KL_ BY PROVIDE 141124• SCREENED r , lY' 't` • . r ' PIAT(. GABLE END VENT TYP: - 2: 12 ... � itis ..y •`1. s p q1 sect . f( 7 F i S/O• r-,11 Plr. 1� Pd 1 ELEVATIONS O S �J� EIEVA„DNS FRONT ELEVATION REAR ELEVATION RIGHT ELEVATION'-'.- - LEFT ELEVATIO t0 0 o�rn w 0pa c9 I U GENERAL NOTES Ui a a W to W 0 ^ 12' FT'C y t 3 6' CURB �s y 1. ALL LUVBER TO BE DOUG FIR OR MV • N-1 CUP- RR /i AVD BETTER. STUDS TO BE STUD ALL TRUSSES -�" GRADE OR BETTER, UN,.E5s 0THER'A1SE KDTED f 2. ALL HEADERS TO BE 4.12 Of #2 UNLESS O,HERM.SE NOTED •' 0 ,[ 11.IQz - A - 1/2• COX PLY. ' . • 1/2• COX PLY .. L :,� - - r. T 2,2 BETWEEN OUTRIGGERS , 2. STUDS O •' . - r r ii~ - ' - 16. O.C. 2i� �] T. S:II 2.4 EAVE BLOCK' - N-+ ANCHOR I +/x ctX PLY o uvcs - �, .. - • ,��� j -'%1' C: X 10" A.a E. GABLE ENO ` TRUSS ` GABLL END iNU55 I�, iyF SeewttwclA ��rPI °.4 ,�� I LOM T V1I1T�1 2013 GP�G FLOOR PLAN No so. FOUNDATION. PLAN f f _` `; �TR00F .'P C40 ' -'z PERMIT WILL BE RQUIRED FROM PERMIT # .Y ~�BUTTE COUNTY DEVELOPMENT SERVICES 'BUTTE COUNTY BUILDING DEPT. FOR NNIMUM O O' APA PATED PLYWOOD APPUEO OVER 2X FRAUNO AT +6' O.C. REVIEWED Y O ■ aP 3/8- APA HAILED. 12. / FOR FUTURE ELECTRICAL �l FLOOR kAJLEO %MTK 16d NAILS 12* ON INSTALLLATIONS �T-WE�/S- �AT COMPLI E A,, KL_ BY PROVIDE 141124• SCREENED r , lY' 't` • . r ' PIAT(. GABLE END VENT TYP: - 2: 12 ... � itis ..y •`1. s p q1 sect . f( 7 F i S/O• r-,11 Plr. 1� Pd 1 ELEVATIONS O S �J� EIEVA„DNS FRONT ELEVATION REAR ELEVATION RIGHT ELEVATION'-'.- - LEFT ELEVATIO N y _ FOP Ste/" walls 22- w) /t he 9hfi Add• ve-rrt`cal i Ln � t0 0 o�rn w 0pa c9 I U Ui a a W to W 0 ^ ( 0 A - 1/2• COX PLY. ' . - 1/2• COX PLY .. L :,� - - r. 2,2 BETWEEN OUTRIGGERS , 2. STUDS O 2. RIDGE _ 2. BASE TIE . - DBL TOP PLATE : t 1 - - 16. O.C. 2i� �] T. S:II 2.4 EAVE BLOCK' - N-+ ANCHOR I +/x ctX PLY o uvcs - �, .. - • ,��� j -'%1' C: X 10" A.a E. GABLE ENO ` TRUSS ` GABLL END iNU55 1.3 -TRU 1 SONG PER_,, ELEVATIONS�s 1R /2X?, IC7'16 p�yWppp L o� . SHEETING COHI. Al L&ROOF 1/2• CCK PEI. O UVCS i •.A75 a 46. O.C. U.N.O. - - I� 6f, fap a 2. RSO 16. OR 24' - i • Or '� . r'ifAi I/6• SHEAR PLV/W -- / ea _ + 1.4 TRIM IMPSON HI TIE AT EACH JOIST ' k V- fPIYWG. El0St1 USS 2.6 fASCN r _7 41�� ' j L • .... •p 90WG -SEC P r - 244 ouTRIGGEAS a i'O.C. MAI! NOTCH INTO TRIES AND .+•y�r.� - 1 _ F T;. ` I y -r _ _ - .. BUT MO FRO STANDARD TRUSS 2.2 BETWEEN OUTRIGGERS 2 CALIFORNIA FILL FRAMING 26 EAVE DETAIL 28 BARGE TIES/ OUTRIGGERS 729 TYPICAL GABLE END 10 EXTERIOR CURB N y _ FOP Ste/" walls 22- w) /t he 9hfi Add• ve-rrt`cal i Ln � t0 0 o�rn w 0pa c9 I U Ui a a W to W 0 Q P c� In �J > a- a Q Cr 0 CHECKED DATE- SCALE- JOB, ATEISCALEIJOB, SHEET M 1 OF Ltl .F , 1 B t AL�REEN REQUIREIAENTc 4.106 Pro.Me .tam, .ata retention and dwinage 9=t mema mem promices (amp's) during tanetmcnml. 4.201: Ennw—ffi:-n,- Comply rith One current T-24 rmeitIm tS., _ •. NOTE: AT THE TIME OF FINAL INSPECTION, A MANUAL. COMPACT DISK, WES BASED REFERENCE OR - OTHER APPROVED REFERENCE DOCUMENTATION SHALL BE PLACED IN THE BUDDING W ACCORDANCE WITH 1,303: Water Fffideu- end cdfz e,vatien . _ • ` _ . THE 2010 CALIF. GREEN BUILDING STANDARDS CODE (KCEW C) SEC. 4.410 AND COWAIN THE FOLLOWING: -A STATEMENT THAT THE MANUAL SHALL REMAIN IN TIC BUDDING FOR THE ENTIRE LIFE -CYCLE OF 711E 4.303.1 RWue, rata eansvnptid . by 201 by dUm ,pee:fy9q farture, Mal ux - - STRUCTURE 201 leas ata.. a q powd." mlwlotiane sno.ig la usage r1 . -OPERATION AND MMNTAINENCE INSTRUCTIONS FOR EOLAPMENT. APPUANCES. HVAC SYSTEMS. ROOF/ be r dL,-d by 20M YARD DRAINAGE, WRIGATION SYSTEMS. ETC. - -INFORMATION FROM LOCAL UTILITIES ABOUT RECYCLING PROCRAYS AND LDG1xNrs 4.]0.1.2 Fa mutUpM sho•a lwoda, ,, ,am of floc to as hood, own not e.eeed the 20X; rWucod Omit a Me ,horn shoo -PUBIC TpANSPORfAnON AND CARPOOL OPTIONS W THE MFA pe e,M eo any one head b operational al a tinge. - - . -EOUriATION MAIERML ON 711E POSRIVE WPAC75 OF M MIEI2IOIt RELATIVE HUMIDITY 9E1YlEF7N d•"'9 MINIMUM EROSION AND SEDIMENT CONTROLS FO_ R 30-601 AND NOW TO MAINTAIN THESE LEVELS OF HUYIOn1' 1303.4 1rti9aUa^ rats YAM eho0 haw reaMv Ooaed cen4olert•' .. -INFORMATION AMR WATER CONSEDYINO LMOS�6CATCN pE57G1N ANO CONTROLLERS - PROJECTS DISTURBING LESS THAN ONE ACRE _INFORMATION ABOUT REQUIRED ROUTINE uAINr uEAsuFt[g WCLUpNo CAULKING. PAINTING. Station 4.4: u eedm r� �n Mate.ial Raseuns The MP's (Best Management Practices) listed below must be In place during the raltry season (October GRADING. ETC -INFORMATION AMA STATE SOLAR ENERCY AND INCENTIVE PROGRAMS AVAILABLE 15 through April 15) and may be required at other rimes based On weather and site conditions throughout -A COPY OF ALL SPECUL INSPECTION VERIFICATIONS REOUIRED BY THE. ENFORCING AGENCY 4.408.1 501 of c—truation .eat, elven w recycladditional BMP ed. !' the year. The BMP's listed are minimum requirements and S could be required based On AT ME TWE OF ROUCH INSTALLATION AND CONSTRUCTION OF DUCT WORK. ALL Stabilized the bunds eho0 provide an operation --I f- the orna of time of site conditions. DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE frW inspection. 1 •Stabilized entry: Provide minimum 3' t0 6' fractured rock $0' long x 15' wide by 6' deep Over construction COVERED WITH TAPE. PL/SM' SHEET METAL. OR OTHER APPROVED MATMAL IIP TO section 4.5: Emimnmentm dw111v grade fabilG THE TME OF NVAC EOUMMENT START-UP TO REDUCE THE AMOUNT OF DUST DEBRIS • • All soils tracked onio paved roadways must be cleaned up on a dairy basis. When streets are wet or during a WHICH MAY COLLECT IN ME SYSTEM (CCBSC 4.504.1) 4.504.1 Wring =.tneel+an. ends of duel open'vga elan. to sea4d. and. FINISH MATERIAL SHALL COMPLY WITH THE FOLLOWWG:(PROVIDE DOCUMENTATION AT TIME meehaniool earipmenl m.aed. rain event (here shall er n0 hind cg Of soils onto The street. OF FIELD INSPECTION TO VERIFY THE FOLLOVANG)(CGBSC 4.504.2): • Wattles Installed property behind curb or sidewalks. -ADHESIVES, MHESIVE BONDING PRIMERS, SEALANT PRIMERS. M CNALIS SHALL COMPLY WITH SCAOMD RULE 1168 VOC OMITS, 4.504.2 VOC'* ale to be datumemad far: - • Rode bags (minimum 2 per side) at all drain inlet locations within 150' of the Project site. AS %0WN IN ME CAuF. GREEN BUILDING STANDARDS CODE(CGBSC) TABLE 4.504.1 OR 4.504.2 AS APPLICABLE. SUCH PRODUCTS - Adhesives. • Internal filters placed inside each drain inlet SMALL COMPLY WITH RULE 1168 PROH18MON OF THE USE OF TOXIC COMPOUNDS EXCEPT FOR AEROSOL PRODUCTS LISTED BELOW paint, am Coatings. - AEROSOL AI111E5Nis. SMALLER UNIT SIZES OF ADHESIVES. AND SEALANT'OR CAULIINO WMPoUNOS(WHIGI 00 NOT WEIGH MORE � Carpet. . - � • Trash bars across the bad( of all drain inlets. THAN 1 La. MO 00 NOT CONSIST OF MORE THAN 16 FLUID OUNCES) 9WLL COMPLY WITH STA VOC STANDARDS INCLUDING Cane halon Wood Products. PRdNIBRION ON USE OF CERTAIN mxIO coupavNos Donrnenlation .naa be pro•id,d q Pradact Certifitalian a spxirwaEwn,, clwin m ea,eoey eerufwation,.. a oMa • Stabilize all disturbed soils in the front yard areas within 15' of the back of or sidewalk. (Straw or erosion -ARCHITECTURAL PAINTS AND COATINGS SNAL COMPLY WITH VOC LIMITS AS REFERENCED THE 2010 OG9SC TABLE 4.504.3 meow o-gAebk a the Banding Ofrwim - , blankets may be used for this application) AEROSOL PAINTS AND COATINGS SHALL MEET PROD CT -WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) OF 111E n • Stabilize all slopes where erosion could occur and cause. (IfNn oft. (Shaw, visqueen or erosion blankets may CALIF. CODE OF REGULATIONS 4.505.1 I.tvL moium stcontrol N slab on grade (loor, shag b• provided q o wpapt or wlarder W CBC Cher I9, over'o' -ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REOUIREMENTS OF ONE OF THE FOLLOWING: wpliou break - Tend— be Used for 0115 application) -CARPET AND Rua INSTITUTE'S GREEN LABEL PLUS PROGRAM - - • All paint fuel, construction products etc. shalt be stored in a covered location away from sidewalks and storm -CALIF. DEPT. OF PUBLIC HEALTH STANDARD PRACTICES FOR ME TESTING OF VOCSThe -NSF/ANSI 140 AT THE COLD LEVEL 4.505:3 Moisture content f rood sMtl not esoxd 191 beforeat rf e fth isit in tgm of, for am moisture content nada to IAM drain Inlets. -SDIENTffX CERTIFICATION SYSTEMS INDOOR ADVANTAGE GOLD zani q ane of 3 method, .p em, or Ince, a high i.W .:sal, nt & m,•ata damage .a, aM nos be Magid in . - •Portable chemical toilets ft provided on the site must be kept oft o1 streets and sidewalks and at least 50' from -AT LEAST 501 OF THE FLOORING AREA RECEIVING RESILIENT FLOORING SINLL COMPLY WITH VOC EMISSION uMlis em,ewmiWl. Inwbtion Mol oppean ret a Awe a higfr mobWm opntnM aholAE be removal, or anornd to Try prior to the nearest storm drain inlet . DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CLAPS) LOW EMITTING MATERIALS UST OR camri D and—. .� ' paint UNDER ME RESILIENT FLOOR COVERING INSWE (RFC11 FLOORSCORE PROGRAM • All fresh must be collected and stored properly. Do not let items such as drywall mud. _COMPOSITE WOOD PRODUCTS SNAIL MEET ME REW EMEM S OF FORMALDEHYDE AS SPECIFIED IN ARB•S AIR 4.506 Bathroom Tam anal be controlled q a humid'otal. be Energy star rat W, and —ted a:weq to ins eul,iae. rhea. uw 4 buckets, deaning material containers etc. come in contact with any rainfall or stone water runoff. TOXICS CONTROL MEASURE COMPOSITE WOOD fon i, part of The rhm, mase re.kwtion ,y,tem. • Provide a designated area for concrete washout Hay bales lined with visqueen may be used for this BuW G MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING 4.507.1 dnpo i-= e d o,en inw ns she l nainealoted ea-zII or I- .With application. Rollaway bins may also be used. All concrete washout systems shall be placed oft of SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 191 MOISTURE COWENT(CGBSC 4.505.3) moon rhe. thW fan h aR. The town or louvers ehae have min. R4.2 the paved streets. . in ..pion. , , •After installation of the above items is complete a maintenance program needs to be developed to insure the 4.5.07.2 H -Ung and AC ,AMD W sized and selaeted by RCCA Mawm J or ASHRAE handbook a equiwlent. TM duel sizing than continued effectiveness of your BMP's. be per RCCA Mown D or ASHRAE nxi Aramanta. EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) t YV7)nW t. C'lasf /� 2o0fin MIN 3- X 11.25- NET HEADER 7— T nit;0,1 re5isTan �xterio/ s+ IF1g(�.-f►� -• 9 e 3: t'en,�ere0. r�lazin9 at" (,(( win�iQ;,vs �! F Meta I s K'i n do o �s S. No .ea-ve 'venTS cAnleff St aPPrOvej MIN. 1000 LB • " TIE DOWN DEVICE For SI: I foot = 304.8 mm; I inch = 25.4 nun; I pound = 4.448 N. FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING PERMIT #-6/6—L — BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODF OMPL CE DATE 5 TO 19 ' It FASTEN TOP PLATE TO HEADER WITH TWO 1000 / ROWS OF 16D SINKER NAILS AT 3' O.C. TYP. I STRAP • •� t 1000 LB STRAP OPPOSITE SHEATHING • •I '• , FASTEN SHEATHING TO HEADER WITH 8D COMMON OR • •i �• • GALVANIZED BOX NAILS IN 3• GRID PATTERN AS SHOWN AND M • •I I ' 3.O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYR HEIGHT ..; j. • • �• • MIN. WIDTH = 16' FOR ONE STORY STRUCTURES MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO • ' STORY STRUCTURES ' / •I • MIN. 20 FRAMINGM IN. i• DOUBLE 318'MIN. THICKNESS WOOD ' 2x4 POST STRUCTURAL PANEL SHEATHING MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) ' • • SEE SECTION 2308.9.3.2 -• 9 e 3: t'en,�ere0. r�lazin9 at" (,(( win�iQ;,vs �! F Meta I s K'i n do o �s S. No .ea-ve 'venTS cAnleff St aPPrOvej MIN. 1000 LB • " TIE DOWN DEVICE For SI: I foot = 304.8 mm; I inch = 25.4 nun; I pound = 4.448 N. FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING PERMIT #-6/6—L — BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODF OMPL CE DATE