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HomeMy WebLinkAboutB16-0166 061-540-003=D Joe: Donohue -S LOCATION: Berry Creek, Ca t i Te TRUSS ENGINEERING POWER TO PERFORM. . MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone: (916)676-1900 Fax:(916)676-1909 FT DA; c . - A Lo/� BY ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca -95965 Phone: (530)534-0300 Fax. -(530)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 11�1.4z'j This Image was created with F"} TIMBER PRODUCTS INSPECTION a. 105 S. E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 ® Fax: (360)449-3953 Sean Donohue Lot 13 Featherridge Way Berry Creek, Calif. 95919 BUTTE COUNTY BUILDING DIVISI }�,v APPROVED mm WAWA 9 13 MiTek Re: Donohue_S Donohue MITek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Fax 916/676-1909 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: R46359418 thru R46359419 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. OQ 'OFESS1pN4Z ONIO h�F2c/ C 76428 _ 0 * EXR 12/3112016 ti ® January 20,2016 Hernandez, Marcos The seat 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. BUTTE COUNTY BUILDING DIVISION APPROVIED r Symbols Numberin, g System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4 s dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury 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. 2. Tans bracing must be designed by an engineer. For 0 1/16 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS -- may require bracing, or alternative T,1, or Eliminator bracing should be considered. I CI-2 c2=_ 4 3. Never exceed the design loading shown and never o WEBS ca, stack materials on inadequately braced trusses. 0 3 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate �y� U `b O= �' v designer, erection supervisor, property owner and all other interested parties. plates 0-'Ag from outside a U edge of truss. 5. Cut members to bear tightly against each other. C7-8 C6-7 C., a 0- BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the Y 8 7 6 5 oint and embed fully. Knots and wane at joint iocafions 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 I. Plate location details available In MiTek 20/20 8. Unless otherwise noted, moisture content of lumber software or upon request. 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 10Camber is a non-structural consideration and is the . /� width measured perpendicular 4 X NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to camber for dead bad deflection. `t to slots. Second dimension is the length parallel to slots. 11. Plate type, stze, orientation and location dimensions Indicated are minimum plating requirements. PRODUCT CODE APPROVALS LATERAL BRACING LOCATION ICC-E$ 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, 96046, specified. by text in the bracing section of the 95-43,96-31,9667A 13. Top chords must be sheathed or purNrs provided at spacing indicated on design. output. Use T, I or Eliminator bracing NER-487, NER-561 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 (supports) occur. Icons vary but ® 2006 MTek® All Rights Reserved 16. Do not cut or atter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. 18. Use of green or treated kxnber 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 (back, words and pictures) before use. Reviewingnn pipictures alone Plate Connected Wood Truss Construction. ® is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFC7RM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 Truss Truss Type �Ujy Irly1846359418 GABLE 2 S 820 Job Reference (optional) • 7.430 s Jul 25 2013 Mitek Intlustrles, Inc. Tue Jan 19 15:5509 2016 Page 1 Homes, Ofoville,DA 95965 ID:uPdCyAQN7oYeNETPEwMamVzvlde-rrwouRMalvFfFs6RFwJwe_sDuK6PpiUx76wSiBztjGV 14-0- 7-0.0 2-0-0 7-0-0 Scale 3x4 = 7 8 LOADING (psf) TCLL 37.0 (Roof Snow=37.0) TCDL 10.0 BCLL 0.0 LUMBER TOP CHORD 2x4 DF N0.2 BOT CHORD 2x4 OF N0.2 OTHERS 2x4 OF Std Doe SPACING 2-0-0 CSI (loc) Plates Increase 1.15 TC 0.36 ert(LL) Lumber Increase 1.15 BC 0.20 nlr Rep Stress Incr YES WB 0 03 -0.01 Code IBC2012ITP12007 (Matrix) 90 Ia EFL i in (loc) Ildefl Ud PLATES GRIP MT20 220/195 ert(LL) 0.00 12 nlr 120 Vert(TL) -0.01 12 nlr 90 Horz(TL) 0.00 11 n/a n/a Weight: 62 Ib FT = 20% BRACING TOP CHORD Structural wood sheathingdirectly applied loc bracing. 0 oc purlins. BOT CHORD Rigid ceiling directly applied or b e rrecommends that Stabilizers and required cross bracing nstalled during truss erection, in accordance with Stabilizer allation uide. REACTIONS All bearings 14-0-0. (ib) - Max Horz 2=49(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 19, 18, 17, 14, 13 except 2=128(1_C 10), 11=124(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 16, 15, 19, 18, 17, 14 except 2=412(LC 1), 11=424(LC 1), 13=283(LC 16) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 10-13=256/45 NOTES 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCos= ; end; BCDal left n; right e posed; L=mbe eave= 11. Cat. to 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 2) 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 ANSUTPI 1. 3) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 37.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psi bottom chord live lead nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 19, 18, 17, 14, 13 except Qt=1b) 2=128, 11=124. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED AWARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE Mll•7474 rev. 10/03/2015 BEFORE USE. Design valid for use onN with MTekQri connectors. This design is based on� upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicabi illy of design parameters and property Incorporate }his design mto the overaA building design. Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Safety IeformaBon. delllve a from Truss Platerlanstitgtef 218 NSLee Street Sutte 312, AlexaNdoaP VAO22314 �rNeda, D5B-89 and BCSI Building Component 13 Q?,OFESSION,14 =��O ONIO y�F�Gc J u C 76428 �PZ " EXR 1213112016 ^7 OFCA1 20,2016 W.— "gf ffilrer• 7777 Greenback Lane SuBe 109 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. %6 Sri For 4 x 2 orientation, locate plates 0 -'Ag' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Numbering System 2 dimensions shown t scale) f caxteenths (Drawings not to scale) BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43,96-31,9667A 4e�' output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110,84-32,96-67, ER -3907,9432A BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI i : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89:Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. C 2006 MiTe& All Rights Reserved NAUTek® POWER Ta PERFORM.' M1ek Engineering Reference Sheet: Mll-7473 rev. 10208 ,& General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or attemative T,1, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this tris design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each loint and embed fully. Knots and wane at joint ocations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI i. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and is the responsibility of tris fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purfins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or ager truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consull with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIAPI 1 Quality Criteria. Truss Type ty Ply Donohue 846359419 :ob Truss YP 821 COMMON 24 1 ohiuE_s Job Reference (optional) 7.430 s Jul 25 2013 MITek Industries, Inc. Tue Jan 19 15:55:10 2016 Pagel Endeavor Homes, Oroville, CA 95965 ID:uPdCyAQN7oYeNETPEwMamVzvlde.12UP6nNCoDNNROgepdg9ACPIakOkY8G4MmfOFdztjG 4 -D'0 7-0-0 2-0-0 2-0-0 7-0-0 Scale = 1:29.8 5x6 = 3 Ia Plate Offsets KY): : 2:0-3-0,0- -81, 4:0-30 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft L/d Vert(LL) -0.07 2-6 >999 360 PLATES GRIP MT20 220/195 TCLL 37.0 Plates Increase 1.15 TC 0.74 (Roof Snow --37.0) Lumber Increase 1.15 BC 0.45 Vert(TL) -0.15 2-6 >999 240 4 n/a n/a TCDL 10.0 Rep Stress Incr YES WS 0.13 Horz(TL) 0.02 Weight: 49 lb FT = 20% BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) LBRACING UMBER TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. TOP CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.2 recommends that Stabilizers and required cross bracingstalled WEBS 2x4 DF Std r,Tek during truss erection, in accordance with Stabilizer llation uide. REACTIONS (Ib/size) 2=98110-5-8 (min. 0-1-8), 4=981/0-5-8 (min. 0-1-8) Max Horz 2=49(LC 9) Max Uplift 2=1 65(LC 10), 4=165(LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1186/100, 34=1 1861100 BOT CHORD 2-6=-1/978, 4-6=-1/978 WEBS 3-6=0/309 NOTES 1) 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; vertical left and right exposed; Lumber DOL=1.33 plate Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow bads have been considered for this design. has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 37.0 psf on overhangs 4) This truss non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except (jt=1b) 2=165, QVOFESS'O/�/qZF NI QO h� �iC/ 1. 8) This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 4his truss O C 7642 8 0 J LOAD CASE(S) Standard w `t`y EXP.1 3112016 r^ BUTTE COUNTY * BUILDING DIVISION CJV('ll. APPR®VE® 9TF�FCAL1 January 20,2016 p eeieel AWARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7479 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekAJ connectors. This design is based onN upon parameters shown. and is an individual building component, not • ` a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate }h6 design into the overaq IYI� sem, building design. Bracing indicated 6 to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 7!777 Greenback Lane Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Critedo, DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus H----- CA 95 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ Center plate on joint unless x, y Injury Damage or Personal offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths 9 Dimensions are in 11-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 ahvays required. See BCSI. t ,� 0' /t 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves d 1 2 3 wide spacing, I TOP CHORDS ci-2 c2a may require bracing, or alternative T. I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O '� ; �y� O 3 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U .b = designer, erection supervisor, property owner and plates 0-'Ag' from outside a u O all other interested parties. edge Of truss, 5. Cut members to bear tightly against each other. c» C6-7c" O 0 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/TPI 1. connector plates. 7. Design assumes tenses will be suitably y projected 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 k�mber 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 10. Camber is a non-structural consideration and is the width measured perpendicular 4 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice ls 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 shah be of the species and sae, 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 1®®® 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 ERE19. project engineer before use. Industry Standards: ANSI/TPIl: National Design Specification for Metal Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. iTek®and 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: Mll-7473 rev. 14208 v Z Q F- W U W U Z Q J Ix N Q L tL C LL C a C u Submit completed form in person or by BfSiYE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING man to: CONSTRUCTION DEBRIS RECOVERY FINAL REPORT BunryDevelopment Services - Final inspection will not be scheduled until completed report submitted lding 7 County Center Drive y %L -)y0 Oroviile, CA 9565 APN:t (honer Name: Owner Phone: j 1 Jobsite Address: Project Type: n Construction -1 Demolition Jobsite Contact: _ Company: Jobsite Phone: ( ) MATERIAL Reuse Recycle Disposal ACTUAL FACILITIES/SERVICE PROVIDERS USED Tonnage Tonnage Tonnage inert Material (concrete. asphalt) Lumber Plant/Tree Debris Dry Wall Metal Cardboard Other: Other. Total tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) Percent recycled/reused % Please sign indicating that the above information is true and correct to the best of your knowledge: Applicant: (Owner or Contractor): Date: _ Circle which Attach copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled or disposed. Final Report returned with comments: (Initial) Date: _ Final Report approved: (Building Inspector) ` Date: 13urte�Coin[yk �r� L m 3 0 T m a0 u CD EU U v N P m 0 O C d m N N m c O � o avi m m O m mE Z '5 o m m 'c Eo N 3 Im- S m v .. 8tmCIL y M O C N c 0 o m U m m m£ > m n7 CD V W m m C J v N S m N Q o m E p N a 8 E .�0j m c c c Z R C m 0 m E m 'COD Q E c (7 m m a m'o- 00-13 o.n 7 m O O U) Z o U N t 0 c O m r c m 0 0 Oca — c E g c r io uv rn C coCl.o m o y c m to o m �v E c m E Z c a ac a _ °' � Lc 8 ilm mN O ) � vUUZrAZ �0 —� Submit completed form in person or by BfSiYE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING man to: CONSTRUCTION DEBRIS RECOVERY FINAL REPORT BunryDevelopment Services - Final inspection will not be scheduled until completed report submitted lding 7 County Center Drive y %L -)y0 Oroviile, CA 9565 APN:t (honer Name: Owner Phone: j 1 Jobsite Address: Project Type: n Construction -1 Demolition Jobsite Contact: _ Company: Jobsite Phone: ( ) MATERIAL Reuse Recycle Disposal ACTUAL FACILITIES/SERVICE PROVIDERS USED Tonnage Tonnage Tonnage inert Material (concrete. asphalt) Lumber Plant/Tree Debris Dry Wall Metal Cardboard Other: Other. Total tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) Percent recycled/reused % Please sign indicating that the above information is true and correct to the best of your knowledge: Applicant: (Owner or Contractor): Date: _ Circle which Attach copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled or disposed. Final Report returned with comments: (Initial) Date: _ Final Report approved: (Building Inspector) ` Date: 13urte�Coin[yk �r� t CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ENERGY USE SUMMARY Project Name: Donohue home Calculation Date/Time: 15:36, Wed, Jan 20, 2016 Calculation Description: Donohue Home 07 08 Input File Name: Donohue Home.ribd GENERAL INFORMATION Space Heating 01 Project Name Donohue home 44.21 02 Calculation Description Birk Home Space Cooling 03 Project Location Lot 13 Featherridge Way 75.74 04 City Berry Creek 06 05 Standards Version Compliance 2015 Zip Code 95916 08 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) Climate Zone CZ11 10 09 Software Version CBECC-Res 2013-4 (744) Building Type Single Family 11 Front Orientation (deg/Cardinal) 0 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 700 15 16 Number of Zones 1 Slab Area (ft2) 0 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 20 Natural Gas Available No Addition Slab Area (ft2) N/A I 21 Glazing Percentage (%) 13.3% CFI R -PRF -01 Page 1 of 7 COMPLIANCE RESULTS 01 Building Complies with Computer Performance' 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building Incorporates one or more Special Features shown below ENERGY USE SUMMARY 04 05 06 07 08 Energy Use r (kTDV/ft2- Standard and Desi n 9 Proposed Design Compliance Margin Percent Improvement Space Heating 47.93 44.21 3.72 Space Cooling 76.83 75.74 7.8% IAQ Ventilation 1.96 1.96 1.090 1.4% Water Heating 75.96 43.66 0.00 0.0% Photovoltaic Offset 32.30 42.5% Compliance Energy Total ---" 202.68 0.00 165.57 0.00 37.11 PER IT # 18'3% NTYBUTTE DE-VtLOPpIIE�iz 1,^FCOUNTYS REVIE JAN 2 6 2016 �U� d ' s }' Registration Number: 216 N0027873A-000000000-0000 Registration Date/Time: DATE �!� i L }� i !''�9� CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-08252015-744 tb p �f L',WIOENT HERS Prow er: aIGERT 7 ---"'---= SERVICES Report Generated at: 2016-01-2015:37:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD - CF1R-PRF-01 Project Name: Donohue home Calculation Date/Time: 15:36, Wed, Jan 20, 2016 Page 2 of 7 Calculation Description: Donohue Home Input File Name: Donohue HomeAbd REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins • No cooling system included HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • — None — HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • — None — ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included In the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)` 104.20 267.09 37.11 12.2% includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 1 02 Project Name Donohue home —_— ZONE INFORMATION 01 Zone Name Conditioned Conditioned Floor Area (f:2) 700 02 Zone Type Conditioned 03 04 05 Number of Dwelling Units Number of Bedrooms Number of Zones 1 2 1 03 04 05 Zone Floor Area Avg, Ceiling HVAC System Name (ft2) Height HVAC System 1 700 8 Registration Number: 216-No027873A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-01-20 15:46:10 Report Version - CF1R-08252015-744 06 07 Number of Ventilation Number of Water Cooling Systems Heating Systems 0 1 06 1 07 Water Heating Systemate eatirig,System 2 DHW Svstern2...._ HERS Provider: CaICERTS inc. Report Generated at: 2016-01-2015:37:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD' Project Name: Donohue home Calculation Date/Time: 15:36, Wed, Jan 20,-2016 Calculation Description: Donohue Home Input File Name: Donohue Home.ribd OPAQUE SURFACES 01 02 CFI R -PRF -01 Page 3 of 7 Name Zone 03 04 05 06 07 08 Type Attic Construction Azimuth Orientation Gross Area (ft2) Window 8 Door Area (ft2) Tilt (deg) Front Conditioned Name Left Surface (Orientation -Azimuth) R19 Wall Siding 0 Front 401 g3 Front (Front -0) L1 Conditioned R19 Wall Siding 90 Left 112 ER1 90 Back Conditioned R19 Wall Siding 180 Back 16 90 Right Conditioned R19 Wall Siding 270 Right 401 48.35 90 Ceiling (below attic) 1 Conditioned R38 Ceiling below attic 112 16 90 Crawlspace Flr700 Conditioned R192x6 FlrOvrCrawl 700 ATTIC 05 06 01 02 03 Name Construction Type Attic Asphalt RB Roof Ventilated WINDOWS 0.85 w 01 02 03 Name Type Surface (Orientation -Azimuth) F1 Window Front (Front -0) F2 Window Front (Front -0) L1 Window Left (Left -90) 61 Window Back (Back -180) ER1 Window Back (Back -180) Window Right (Right -270) DOORS 01 Name Front Dr 04 05 06 07 08 Roof Rise Roof Reflectance Roof Emittance I Radiant Barrier Cool Roof SHGC Exterior Shading 0.25 Insect Screen (default) 0.25 Insect Screen (default) 5 0.1 0.85 Yes No 5.0 6.7 1 33.4 0.32 02 Side of Building Front Registration Number: 216-NO027873A-000000000-0000 Registration Date/Time: 2016-01-20 15:48:10 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 03 04 Area (ft2) U -factor �� ( E Lei J1% I i 0.50 BUILDING DIViSItviirl APPRC."` HERS Provider: CaICERTS inc Report Generated at: 2016-01-2015:37:26 04 05 06 07 08 09 10 Width (ft) 3.0 4.0 Multipli Height (ft) er, 3.0 1 1.0 1 Area (ft2) 9.0 4.0 U -factor 0.32 0.32 SHGC Exterior Shading 0.25 Insect Screen (default) 0.25 Insect Screen (default) --- -- 1 16.0 0.32 0.25 Insect Screen (default) 5.0 6.7 1 33.4 0.32 0.25 Insect Screen (default) 5.0 3.0 1 15.0 0.32 10.25 Insect Screen (default) -�- — 1 16.0 0.32 0.25 Insect Screen (default) 02 Side of Building Front Registration Number: 216-NO027873A-000000000-0000 Registration Date/Time: 2016-01-20 15:48:10 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 03 04 Area (ft2) U -factor �� ( E Lei J1% I i 0.50 BUILDING DIViSItviirl APPRC."` HERS Provider: CaICERTS inc Report Generated at: 2016-01-2015:37:26 i CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD - Calculation DatelTime: 15:36, Wed; Jan 20, 2016 Project Name: Donohue home Calculation Description: Donohue Home Input File Name: Donohue HomeAbd CF1 R -PRF -01 Page 4 of 7 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 05 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up F1 2 0.25 24 23 0 0 0 0 0 0 0 0 0 F2 2 0 11 35 0 0 0 0 0 0 0 0 0 B1 2 0.25 19 26 0 0 0 0 0 0 0 0 0 62 2 0.25 32.5 13 0 0 0 1 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 DHW System 2 -111 DHW Standard Inst W/H 1 - none - Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers • Cavity/ Frame: no insul. /2x4 • Roof Deck: Wood Siding/sheathing/decking Asphalt RB Roof Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below 2x4 Bottom Chord of Truss @ 24 • Cavity /Frame: R-9.1 /2x4 Btm Chid R38 Ceiling below attic attic) Wood Framed Ceiling in. O.C. R 38 0.025 • Over Floor Joists: R-28.9 insul. • Floor Surface: Carpeted Floors Over • Floor Deck: Wood Siding/sheathing/decking R19 2x6 FlrOvrCrawl Crawlspace Wood Framed Floor 2x6 @ 16 in O.C. R 19 0.049 • Cavity/Frame: R -19/2x6 • inside Finish: Gypsum Board • Cavity/Frame: R -19/2x4 • Exterior Finish: Wood R19 Wali Siding Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 19 0.081 Siding/sheathing/decking BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required BU 1 1 1 �;tltlis! r I nl .-:. CO WATER HEATING SYSTEMS A rl r!7) z.." I i= 01 02 03 04 65"& a : r r —06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW System 2 -111 DHW Standard Inst W/H 1 - none - Registration Number: 216-N0027873A-000000000-0000 Registration Date/Time: 2016-01-2015:48:10 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-08252015-744 Report Generated at: 2016-01-2015:37:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Donohue home Calculation Date/Time: 15:36, Wed, Jan 20, 2016 Calculation Description: Donohue Home Input File Name: Donohue Home.ribd CF1 R -PRF -01 Page 5 of 7 WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) Inst W/H Propane Small Instantaneous 0 0.82 195000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW System 2 - 1/1 -- No — SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name SystemType , Heating Unit`NameCooling Unit Name Fan Name Distribution Name HVAC System 1 Other Heating and Cooling System Furn 95 Cooling Min ... No Crawlspace Default HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Furn 95 CntdFurnace - Fuel -fired central furnace 95 AFUE HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling Min NoCooling Registration Number: 216-N0027873A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-01-20 15:48:10 Report Version - CF1R-08252015-744 BUTTE COUNT' BUILDING DIVISION APP VE HERS Provider: CaICERTS inc. Report Generated at: 2016-01-2015:37:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Donohue home Calculation Date/Time: 15:36, Wed, Jan 20, 2016 Calculation Description: Donohue Home Input File Name: Donohue Home.ribd CF1 R -PRF -01 Page 6 of 7 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Crawlspace Default DuctsCrawi Sealed and tested 8 Crawl space None Crawlspace Default -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Crawlspace Default -hers -dist Required 6.0 Not Required Not Required Not Required Not Required IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 29.50.25 Default 0 Required h � � BUTTE CQ! 1111 `,' BUS!-DIN,s i,;; 4.1 P'ki�D Registration Number: 216-N0027873A-000000000-0000 Registration Date/Time: 2016-01-20 15:46:10 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2016-01-2015:37:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Donohue home Calculation Date/Time: 15:36, Wed, Jan 20,"2016 Calculation Description: Donohue Home Input File Name: Donohue Home.ribd CF1 R -PRF -01 Page 7 of 7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Martin Alvis llff"Z s'i 44r 1' Company: Signature Date: M & T Energy Analyst 2016-01-20 15:46:33 Address: CEA/HERS Certification Identification (If applicable): P.O. Box 534 City/State/Zip: Phone: Chico, CA 95927 530-990-0030 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature:' BARRY RUBANOFF �u Company: Date Signed: BARRY RUBANOFF 2016-01-20 15:48:10 Address: License: PO BOX 1123 n/a City/State/Zip: Phone: Berry Creek, CA 95916 530-589-4102 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-N0027873A-000000000-0000 Registration Date/Time: 2016-01-20 15:48:10 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2016-01-2015:37:26 GENERAL NOTES: 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2013 CBC, 2013 CRC, 2013 CMC 2013 CPC , THE 2013 CALIF. ELECT. CODE 2013 CALIF. ENERGY STANDARDS AND 2013 CA. GREEN CODE 2. DESIGNER SHALL APPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS. 3. WRITTEN DIMENSIONS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS 4. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. 5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH THE DRAWINGS AND SHALL NOTIFY COUNTY OR DESIGNER OF ANY INCONSISTENCIES OR DISCREPANCIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS ON THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS THEN THEIR CONSTRUCTION SHALL BE THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE APPROVED BY THE DESIGNER. 7. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, AND SCAFFOLDING. 8. ALL SITE WORK AND GRADING SHALL BE DONE IN COMPLIANCE WITH THE DRAWINGS. WHERE SHOWN ON DRAWINGS, ELEVATIONS, LOCATIONS OF STEPS IN FOUNDATION, AND HEIGHTS OF FOUNDATION WALLS SHALL BE VERIFIED TO SUIT ACTUAL PROPOSED AND EXISTING CONDITIONS. 9. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE PER SITE PLAN. 10. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MIN. OF 6" WITHIN THE FIRST 10' R401.3 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL IN 10', DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN. OF 2 PERCENT AWAY FROM BUILDING. 11. DIMENSIONS NOTED CLEAR OR CLR ARE MINIMUM REQUIRED DIMENSIONS AND MUST BE ACCURATELY MAINTAINED. 12. ALL DIMENSIONS ARE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY, UNLESS OTHERWISE NOTED. 13. CONSTRUCTION SHALL IN NO CASE DEVIATE FROM THE DESIGN SHOWN WITHOUT EXPRESS WRITTEN PERMISSION OF THE DESIGNER AND OR LOCAL BUILDING OFFICIAL. NOTCHING / BORING IN WOOD MEMBERS 1. BORED HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH HOLES IN NON BEARING WALL STUDS SHALL NOT EXCEED 60% OF THE STUD WIDTH. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD HOLES SHALL NOT BE LOCATED IN ANY STUD AT A SECTION AT A SECTION WITH A CUT OR A NOTCH 2. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST DEPTH HOLE DRILLED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR THE BOTTOM OF THE JOIST. AND THE DIAMETER OF ANY HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST NOTCHES IN THE TOP OR BOTTOM OF THE JOIST SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE JOIST SPAN 3. NOTCHING IN EXTERIOR WALLS AND BEARING PARTITIONS SHALL NOT EXCEED 25% OF THE STUD WIDTH. CUTTING OR NOTCHING OF STUDS IN NON BEARING PARTITIONS SHALL NOT EXCEED 40% OF THE STUD WIDTH. PLYWOOD NOTES 1. GENERAL PROVISIONS A: IDENTIFICATION REQUIREMENTS EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOC., AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS -1 OR ONE OF APA 'S PERFORMANCE STANDARDS. B: PANEL THICKNESS, GRADE AND GROUP NUMBER OR SPAN RATING SHALL BE AT LEAST EQUAL TO THAT SHOWN ON THE DRAWING. APPLICATIONS SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS AO THE AMERICAN PLYWOOD ASSOC. C: NAILS AT PLYWOOD PANELS SHALL HAVE 3/8" EDGE DISTANCE AND NAIL HEADS SHALL NOT PENETRATE THE FACE OF THE PLYWOOD D: PLYWOOD PANELS SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER WITH EDGE NAILING FROM EACH PANEL INTO THAT MEMBER. E: NO PIECE OF PLYWOOD, FLOOR, OR WALL SHEATHING SHALL BE LESS THAN 3/8" THICKNESS 2. ROOF SHEETING A. PANEL ROOF SHEETING SHALL HAVE 1/2" CDX OR 5/8" CDX APA SHEETING EXP (1) SEE PLANS. INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE SUPPORTS EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/4" SPACING AT PANEL EDGES NAIL WITH 8d NAILS @ 6"/12" O.C. 3. SUB FLOORING A. PANEL SUB FLOORING SHALL BE 3/4" CDX APA RATED STURD-1 FLOOR EXP (1) UNLESS OTHERWISE NOTED ON THE PLANS. INSTALL WITH LONG DIMENSION OF THE PANEL ACROSS THE SUPPORTS, EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/8" SPACING AT PANEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d RING SHANK NAILS © 6,10 O.C. GLUE SHALL MEET APA SPECIFICATION. 4. SHEARWALLS A. PANEL WALL SHEETING SHALL BE 3/8" APA RATED SHEETING EXP (1) OR 5/8" T-111 PLYWOOD PANEL SIDING (SEE PLANS) NAIL PER PLANS ELECTRICAL 1. CONSULT LOCAL UTILITY COMPANY BEFORE INSTALLING MAIN ELECTRICAL PANEL. VERIFY SIZE AND LOCATION OF PANEL PRIOR TO STARTING CONSTRUCTION. 2. SMOKE DETECTORS SHALL BE 110 V AND INTER CONNECTED. LOCATE AT LEAST ONE SMOKE DETECTOR AT EACH FLOOR. PROVIDE A DETECTOR IN EACH SLEEPING ROOM HALLWAY TOP OF STAIRS AND AT AREAS ADJACENT TO HALLS THAT HAVE A CEILING INCREASE OF 24" OR MORE. SMOKE ALARM MUST BE AUDIBLE IN ALL SLEEPING ROOMS. PROVIDE BATTERY BACK UP PER CBC 907.2.10.1.2 CONCRETE NOTES 1. ALL CONCRETE SHALL BE 5 SACK TRANSIT MIX WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI AND A MAXIMUM SLUMP OF 4" 2. CONSTRUCTION JOINTS SHALL BE PREPARED TO EXPOSE CLEAN SOLIDLY EMBEDDED AGGREGATE OVER THE ENTIRE JOINT INTERFACE. 3. PLACEMENT OF PIPES CONDUITS OR OTHER EMBEDDED ITEMS IN THE. CONCRETE SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. 4. CONTRACTION JOINTS IN SLABS SHALL BE SO PLACED THAT THE MAXIMUM DIMENSION AND AREA OF ANY SECTION DO NOT EXCEED 30 FEET AND 600 SQUARE FEET 4. STRUCTURAL STEEL SHAPES TUBES AND PIPES EMBEDDED IN CONCRETE SHALL HAVE A MINIIMUM OF 3" CONCRETE COVER ATTIC VENTILATION 1. THE NET FREE VENTILATING AREA SHALL BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IS PROVIDED BY ROOF VENTS LOCATED AT LEAST 3' ABOVE THE EAVE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. WITH THIS CALCULATION INCLUDE THE REQUIRED VAPOR RETARDER HAVING A TRANSMISSION RATE OF NOT EXCEEDING 1 -PERM IN ACCORDANCE WITH ASTM E 2013. NAILING SCHEDULE Table R602.3(1)- Fastening Schedule CONNECTION NAILINem I. Blocking between joists or rafters to top plate, toe nail 3-bd 2. Ceiling joists to plate, toe nail 3-bd 3. Ceiling joists not attached to parallel rafter, laps over partitions, face nail 3-10d 4. Collar tie to rafter, face nail or 11/4x20 ga. ridge strap 3-10d 5. Rafter or roof truss tolate, be nail - x nails or -10d common nai s P 2 toe nails on I side and I toe nail on g9posite side of ea. truss or rafter b. Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-I6d 3-Ibd 1. Built up studs -face nail 10d ® 24' o.c. 8. Abutting studs at Intersecting wall corners, face nail Ibd ®12' o.c. q. Built up header, two pieces with 1/2" spacer Ibd ® I6" o.c. along ea. edge 10. Continued header, trio pieces Ibd @ 16' O.C. along Co. edge 11. Continuous header to stud, toe nail 48d 12. Double studs, face nail 10d ® 24' o.c. 13. Double top plates, face nail IOd @ 24' o.c. 14. Double top plates, min. 24 -inch offset of end joists, 8-Ibd face nail In lcvped area 15. Sole plate to joist or blocking, face nail Ibd ® 16' o.c. Ib. Sole plate to joist or blocking at braced wall ponels 3-I6d @ 16' o.c. 11. 5tud to sole plate, toe nail 3-U or 2-Ibd 18. Top or sole plate to stud, end nail 2-Ibd Iq. Top plates, laps at corners d intersections, face nail 2-I0d 0. 1" brace to ea. stud and plate, face nail 2-bd or 2 -staples 13/4" I. 1'x6' sheathing to ea. bearing, face nail 2-8d or 2 -staples 13/4" 2. I'x8" sheathing to ea. bearing, face nail 2-8d or 3 -staples 13/4" 23. Wider than I"x8" sheathing to ea. bearing, face nail 3-bd or 4 -staples 13/4' 24. Joist to sill or girder, toe nail 3-6d 5. Rim joist to top plate, toe nail (roof applications also) 8d @ b" oL. b. Rim joist or blocking to sill plate, toe nail 8d 0 P oL. 1. I'xb' subhoor or less to ea. joist, face nail 2-8d or 2 staples 13/4" 28. 2' subfloor to joist or girder, blind and face nail 2-Ibd 2q. 2" planks (plank and beam -floor d roof) 2-Ibd ® ea. bearing 30. Built up girder and beams 10d, nail ea. layer as follows: 32 oL. at top 4 bottom and staggered 2 nails at ends d at ea. splice I. Ledger strip supporting joists or rafters 3-Ibd ® ea. joist or rafter Wood structural panels, subfloor, roof and Interior wall sheathing to framing and particleboard wall sheathing to fanning 2. 3/8'-I/2' bd common nail (subfloor, wall) 1 Viedges, I2'9Intermediate supports 8d common nail (roof)' 3. Iq/32"-I" bd common nail b',edges, l2' Intermediate supports 34. 1 I/8' -I 1/4" 10d common nail or b"tedges, 12' intermediate supports bd deformed nail Other wall sheathing 5. 1/2' structural cellulosic 11/2" gale. roofingg nail, 1W crown or 3"'edges, b' intermediate fiberboard sheathing I. crown staple 16ga.11/4' long supports`` 25/32" structural cellulosic 13/4' gale. roofing nail, 1W crown or 3"'edges, V Intermediate Fiberboard sheathing I' crown staple 16 go. 11/2" long supports`° 1. 1/2' gypsum sheathing ° 11/2" gale. roofing nail, staple gale. 1"'edge5, T intermediate 11/2' long; 11/4' screws, T e W or 5 supports"' 8. 5/8' gypsum sheathing ° 13/4' galy. roofing nail, staple poly. Votes, T Intermediate 15/8" long; 15/8" screws, Type h or 5 supports" Wood structural aneb, combination subfloor underla ment to framing 9. 3/4' and less bd deformed nail or 8d common nail b"edges, 12' Intermediate supports 40. 1/8' -1' 8d deformed nail or bd common nail Viodges,12' Intermediate supports 41. 11/6-11/4' 8d deformed nail or 10d common nail b'iedges,12" intermediate supports All nails ore smooth -common, box or deformed shanks except where otherwlse stated. Nails used for framing and sheathing connections shall have min. average bending yield strengths as shown: 80 ksl for shank dia. of OAT (20d common nail), q0 ksi for shank dia. larger, than 0.142' but not larger than 0.111", and 100 ksi for shank dia. of 0.142' or less. ° les are Ib ga. wire and have a min. 111V on dia. crown width. a Nails shall be spaced at not more than b' on center at all supports where spares are 48" or greater. Four -foot by 8 -foot or 4 -foot by `1 -foot panels shall be applied vertically. ,Spacing of fasteners not listed In this table shall be based on Table R602.3(2). 'For regions having basic wind speed of 110 mph or greater, 8d deformed (21/2"x0.120) nails shall be used for attaching Uand wood structural panel roof sheathing to framing within min. 48' distance from gable end walls, if mem roof height is more than 25, up to 35 max. e For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced V o.c. When basic wind speed is greater than 100 mph, nails for attaching ppool roof sheathing to Intermediate supports shall be spaced b' o.c. for min. 48" distance from ridges, eaves andgable end walls; and 4 o.c. to gctrl a end wall framing "Gypsum sheathing shall conform to A5TM C 1341b and shall be installcff accordance with GA 253. Fberboard sheathing shall conform to A5TM C 208. ' 5pacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners an roof sheathing panel edges applies to panel edges supported by framing members and required blocking. B ocking of roof or floor sheathing panel edges perpendicular to the framing members need not Where a rafter is fastened to an adjacent parallel cellingg Joplst in accordance with this schedule provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top pT in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. GLAZING NOTES 1. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE. * THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" MEASURED FROM THE FLOOR 2013 CRC R310 * A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET * THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH DIMENSIONS SHALL BE 20" 2. SAFETY GLAZING SHALL BE PROVIDED IN AREAS SUBJECT TO HUMAN IMPACT. SUCH LOCATIONS ARE. COMBUSTION AIR VENTS * GLASS SLIDING DOORS AND FRENCH DOORS 1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED * GLAZING LOCATED WITHIN 24" OF DOORS (24" ARC) WITH OPENINGS WITH A FREE AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H * GLAZING LOCATED WITHIN 18" OF FINISHED FLOOR OR WALKING SURFACE WITHIN 36" OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY OF SUCH SURFACE COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE * WARDDROBE DOORS APPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED * SHOWER AND BATHTUB DOOR AND ENCLOSURES WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE * WINDOWS WITHIN BATH AND SHOWER AREAS UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE INCHES EACH REINFORCING STEEL 1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED BARS- TYPE N GRADE 40 2. WELDED STEEL WIRE MESH SHALL BE 6"x6" W1.4xW 1.4 WWM AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185 3. UNLESS NOTED REINFORCEMENT BARS TO BE LAPPED MINIMUM 40 BAR DIAMETERS 4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-2010 5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE CONCRETE SHALL BE 3" WHERE CONCRETE IS PLACED DIRECTLY AGAINST EARTH AND 2" WHERE CONCRETE IS EXPOSED TO EARTH BUT IS AGAINST FORMS SLABS ON GRADE SHALL HAVE REINFORCING AT MID DEPTH U.O.N. 6. SPLICES IN CONTINUOUS REINFORCING SHALL HAVE A LAP OF 40 BAR DIAMETERS MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'-0" MINIMUM. VERTICAL BARS SHALL BE ONE PIECE STAGGERED ROUGH CARPENTRY 1. IN ADDITION TO FRAMING OPERATIONS NORMAL TO THE FABRICATION AND ERECTION INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING REQUIRED FOR THE WORK OF OTHER TRADE'S 2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED IN SPECIFIC LOCATIONS AS FOLLOWS. * IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS * IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0" * AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS * IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NON COMBUSTIBLE SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING SHALL BE USED * ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE SUCH AS HOLES FOR PIPES SHAFTING BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD AFFORD A PASSAGE FOR FLAMES 3. STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER (WWPA GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION: A) 2x JOIST AMD RAFTERS DF NO 2 B POSTS IN WALL (FRAMING MATCH WALL FRAMING C 4X HEADERS DF NO 2 D 6X HEADERS DF NO 2 E STUDS AND SILL PLATES SEE PLANS F BLOCKING AND FURRING HF STD AND BTR G SILLS ON CONCRETE PTDF H MISC. FRAMING NOT NOTED DF NO 2 4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE SHALL BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT CRITERIA IS INDICATED ON PLANS. 5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS 6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION OF FINISH OR AT COMPLETION OF JOB. 7. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD 8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH CONNECTORS AS SPECIFIED IN CATALOG NO.C-2013-14 INSTALL CONNECTORS WITH NAILS AND OR BOLTS AS INDICATED IN THE CATALOG 9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NO LESS THAN 48". NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N. 11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF WOOD 12. CRIPPLE WALLS WHICH HAVE STUD LENGTHS OF LESS THAN 14" SHALL BE FRAMED WITH SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE STUDS AND SILL 13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING 8'-0" SHALL HAVE DOUBLE TRIMMERS. 14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER DRIVEN FASTENERS THROUGH THE SILL PLATE 0 32" O.C. 15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18" MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS AND EARTH IS MIN OF 12" 16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCRETE OR MASONRY WHICH IS A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION. 17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20' OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE CALGREENREQUIREMENTS NOTE: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISK, WEB BASED REFERENCE OR OTHER APPROVED REFERENCE DOCUMENTATION SHALL BE PLACED IN THE BUILDING IN ACCORDANCE WITH THE 2013 CALIF. GREEN BUILDING STANDARDS CODE (CGBSC) SEC. 4.410 AND CONTAIN THE FOLLOWING: -A STATEMENT THAT THE MANUAL SHALL REMAIN IN THE BUILDING FOR THE ENTIRE LIFE -CYCLE OF THE STRUCTURE -OPERATION AND MAINTAINENCE INSTRUCTIONS FOR EQUIPMENT, APPLIANCES, HVAC SYSTEMS, ROOF/ YARD DRAINAGE, IRRIGATION SYSTEMS, ETC. -INFORMATION FROM LOCAL UTILITIES ABOUT RECYCLING PROGRAMS AND LOCATIONS -PUBLIC TRANSPORTATION AND CARPOOL OPTIONS IN THE AREA -EDUCATION MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60% AND HOW TO MAINTAIN THESE LEVELS OF HUMIDITY -INFORMATION ABOUT WATER CONSERVING LANDSCAPE/IRRIGATION DESIGN AND CONTROLLERS -INFORMATION ABOUT REQUIRED ROUTINE MAINTAINENCE MEASURES INCLUDING CAULKING, PAINTING, GRADING, ETC. -INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE -A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY NOTE: THIS BUILDING WILL HAVE FIRE SPRINKLERS INSTALLED PERMIT FOR FIRE SPRINKLERS WILL NEED TO BE APPLIED FOR AND ISSUED PRIOR TO ROUGH FRAMING INSPECTION SCOPE OF WORK: CALGREEN REQUIREMENTS -COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHAL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM(CGBSC 4.504.1) . -FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION(CGBSC 4.504.2) -ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: 1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2 AS APPICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCH LOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIF. CODE OF REGULATIONS, TITLE 17, COMENCING WITH SECTION 94507. -ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3 UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSSFYING THE COATINGS AS FLAT, NONFLAT, OR NONFLAT-HIGH GLOSS COATING BASED ON ITS GLOSS AS DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2007 CALIF. AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT, OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. -AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(a)(3) AND OTHER REQUIREMENTS INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBTANCES, IN SECTIONS 9522(c)(2) AND (d)(2) OF CALIF. CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REG. 8, RULE 49. -VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. MANUFACTURERE'S PRODUCT SPECIFICATION, 2. FIELD VERIFICATION OF ON SITE PRODUCT CONTAINERS. -ALL CRPET INSTALLED IN THE BUILDING INTEROR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM, 2. CALIF. DEPT. OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING & EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSINS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS" VERSION 1.1 FEBRUARY 2010(ALSO KNOWN AS SPECIFICATION 01350). 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD. -ALL CARPET CUSHION INSTALLED IN THE BUILDIING INTEROR SHALL MEET THE REQUIREMENTS OF CARPET & RUG INSTITUTE'S GREEN LABEL PROGRAM. -ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1 -WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: 1. VOC LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS) HIGH PERFORMANCE PRODUCTS DATABASE, 2. PRODUCTS COMPIANT WITH CHPS CRITERIA CERTIFIED UNDER THE GREENGAURD CHILDREN AND SCHOOLS PROGRAM. 3. CERTIFICATION UNDER THE RESILIANT FLOOR COVERING INSTITUTE(RFCI) FLOOR SCORE PROGRAM. 4. MEET THE CALIF. DEPT. OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS", VERSION 1.1, FEBRUARY 2010(ALSO KNOWN AS SPECIFICATION 10350). -HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.) BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5 -VCERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE ONE OF THE WAYS OUTLINED IN SECTION(CGBSC 4.504.5.1). -CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. BUILDING CODE, CHAPTER 19 OR CONCRETE SLAB ON GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY. WITH THIS SECTION(CGBSC 4.505.2). -A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4" THICK(101.6mm) BASE OF 1/2" (12.7mm) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING SHALL BE USED. FOR ADDITIONAL INFO. SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. -BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE ONE OF THE METHODS OUTLINED IN SECTION(CGBSC 4.505.3). -EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL: (a)HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF < 50% TO A MAX. OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. (b)A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL. SECTION(CGBSC 4.506.1). -WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOUVERS SHALL HAVE MIN. R4.2 INSULATION. SECTION(CGBSC 4.50701). -HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. THE H A E T LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J--2004(RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DICT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D -2009 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S--2004(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. SECTION CGBSC 4.507.2. -ENERGY EFFICIENTCY TO COMPLY WITH THE CURRENT TITLE 24 REQUIREMENTS. SECTION CGBSC 4.201.1 -WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: SECTION CGBSC 4.303.1 WATER CLOSETS: < 1.28 GAL/FLUSH URINALS: < 0.5 GAL/FLUSH SINGLE SHOWER HEADS: < 2.0 GPM @ 80 PSI MULTIPLE SHOWER HEADS: COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM @ 80 PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME RESIDENTIAL LAVATORY FAUCETS: < 1.5 GPM @ 60 PSI LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS OF RESIDENTIAL BUILDINGS: < 0.5 GPM ® 60 PSI METERING FAUCETS: < 0.25 GALLONS PER CYCLE KITCHEN FAUCETS: < 1.8 GPM @ 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM -IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS SECTION CGBSC 4.304.1 -50% OF CONSTRUCTION WASTE SHALL BE RECYCLED SECTION CGBSC 4.408.3 MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING 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 site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all 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 application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • 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 least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let 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 visqueen 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. Energy Requirements see attached energy certificate of compliance for specific energy requirements for this building CONSTRUCT NEW 1 STORY WOOD RESIDENCE(700 SQ. FT.) ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2013 CBC, 2013 CRC 2013 CMC 2013 CPC , THE 2013 CALIF. ELECT. CODE 2013 CALIF. ENERGY STANDARDS & 2013 GREEN CODES OCCUPANCY IS RESIDENTIAL TYPE OF CONSTRUCTION IS WOOD FRAME Complete construction Post Debris Recovery final report documentation and V.O.C. Compliance Certification submit to Building R-3 OCCUPANCY V -B CONSTRUCTION r-CriM11 # � ) 4 . 0 1 a BUTTE COUNT Y r^ FVE71.nPP,1 ENT SERVICES REV DATE 1 iL�=� NY-- BUTTE COU -FY JAN 262016 DE VELOPA4ENT' SER VICES 611,7-01 C6 DRAWN BY: B. RUBANOFF DATE: 1-15-16 INDEX 1. FLOOR PLAN EXTERIOR ELEVATIONS 2. FOUNDATION & FLOOR FRAMING PLAN ROOF FRAMING PLAN CROSS SECTION DETAILS 3. ELECTRICAL PLAN CONSTRUCTION DETAILS 4. SITE PLAN SHEET # COV R Q0 p-) >Q > Ln 0-) � W W 0 O `'=warn - J W O W ULn U z 0 = � I W Q W Q0 Q z LWT 0 (n Q U .. W W (n of ry [I: Q W Q O m J DRAWN BY: B. RUBANOFF DATE: 1-15-16 INDEX 1. FLOOR PLAN EXTERIOR ELEVATIONS 2. FOUNDATION & FLOOR FRAMING PLAN ROOF FRAMING PLAN CROSS SECTION DETAILS 3. ELECTRICAL PLAN CONSTRUCTION DETAILS 4. SITE PLAN SHEET # COV R GENERAL NOTES 1. ALL LUMBER TO BE DOUG FIR #2 AND BETTER, STUDS TO BE STUD GRADE OR BETTER, UNLESS OTHERWISE NOTED 2. ALL HEADERS TO BE 6X12 DF#2 UNLESS OTHERWISE NOTED 3. ALL CEILINGS TO BE 8'-0" UNLESS OTHERWISE NOTED 4. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR WITHIN 20'-0" OF PLUMBING CLEANOUT 5. INSULATE AT TUB AND SHOWER EXTERIOR WALLS BEFORE NAILING UP SIDING 6. SEE TITLE SHEET FOR ADDITIONAL NOTES 7. PROVIDE P.T. VALVE DISCHARGE LINE TO OUTSIDE & ANCHOR STRAPS TOP & BOTTOM AT WATER HEATER 8. BLOCK FOR TOWEL BARS 9. SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE 10. BOND ALL METAL GAS & WATER PIPES TO GROUND. ALL GROUND CLAMPS SHALL BE ACCESSABLE AND OF AN APPROVED TYPE(CEC 250.104) BP MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C. WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. BP -2 1/2" GYPSUM WALLBOARD , UNBLOCKED, APPLIED TO 2X FRAMING WITH 5d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. 1 X4 TRIM TYP. INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN ON OPEN STAIR RAILINGS SHALL PREVENT PASSAGE OF A 4" DIAMETER SPHERE. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, & BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER CANNOT PASS THROUGH wui No_[�_5 a.) PRIOR TO BUILDING PERMIT FINAL APPROVAL THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATION CLEARANCE REQUIREMENTS PRESCRIBED IN CALIF. FIRE CODE SECTION CRC R327.1.5. b.) WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING, THE SPACES SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRE STOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72# MINERAL SURFACED NON -PERFORATED CAP SHEET COMPLYING WITH ASTM D39909 INSTALLED OVER THE COMBUSTIBLE DECKING. CRC R327.5.2. c•) WHEN PROVIDED, VALLEY FLASHINGS SHALL NOT BE LESS THAN 26 GAUGE GALV. SHEET CORROSION -RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM 72#MINERAL SURFACED NON -PERFORATED CAP SHEET COMPLYING WITH ASTM D3909, A MINIMUM OF 36" WIDE RUNNING THE FULL LENGTH OF THE VALLET. CRC R327.5.3. d.) ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. CRC R327.5.4. e.) ROOF, ATTIC AND UNDERFLOOR VENTS SHALL BE DESIGNED TO RESIST THE INTRUSION OF FLAME AND EMBERS THROUGH THE VENTILATION OPENINGS, OR SHALL BE PROTECTED BY CORROSION -RESISTANT, NON-COMBUSTLBLE WIRE MESH WITH A MINIMUM OF 1/16" AND A MAXIMUM OF 1/8" OPENINGS. CRC R327.6.2. f.) EAVE OR CORNICE VENTS SHALL NOT BE INSTALLED UNLESS THEY ARE DESIGNED TO RESIST THE INTRUSION OF FLAME AND BURNING EMBERS INTO THE ATTIC AREA, OR IF THE ATTIC SPACE BEING VENTED IS FULLY SPRINKLERED. CRC R327.6.3. 9.) EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, AND GLAZED OPENINGS IN DOORS SHALL BE INSULATING GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 257. CRC R327.8.2.1. h.) EXTERIOR DOORS SHALL BE OF APPROVED NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1.375 INCHES THICK WITH INTERIOR PANELS NO LESS THAN 1.25 INCHES THICK OR SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES. CRC R327.8.3. i.) EXTERIOR WALLS: THE EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL BE OF NONCOMBUSTIBLE MATERIAL, OR IGNITION -RESISTANT MATERIAL, OR HEAVY TIMBER OR LOG WALL CONSTRUCTION. CRC R327.7.3. j.) EXTENT OF EXTERIOR WALL COVERING: EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, TERMINATING AT 2" NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR TERMINATING AT THE ENCLOSURE OF ENCLOSED EAVES. CRC R327.7.3.1. k.) OPEN ROOF EAVES: THE EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL, OR IGNITION -RESISTANT MATERIAL OR 1 LAYER 5/8" TYPE 'X' GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK, OR THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE ASSEMBLY APPLIED TO THE UNDERSIDE OF THE ROOF DECK. CRC R327.7.4. I.) THE DECKING MATERIAL SHALL BE IN ACCORDANCE WITH CRC SEC. R327.9 AND THE EXTERIOR PORCH CEILINGS ARE TO BE EITHER IGNITION RESISTANT OR NON-COMBUSTIBLE PER CRC SEC. 327.7.6. NOTE: ALL GLAZING TO BE TEMP. ONE GLASS PANEL PER 2013 CRC SECTI❑N 327.8.21 TEMP.2 ON FLOOR PLAN MEANS BOTH PANELS TEMP. ONT E LEFT ELEVATIO ATION m- 18' - ss ao L=5' SHELF & POLE N 4068 BI a - I J I I W I o L=5' 18' -2" -8"- 1'-3" m LANDING 5068 SL. GL. DR. TEMP.2 0 wo T DRY I WASHER II VTO I DINING ao L= - L=4 '-6" BEDROOM #1 N 2 1 Li KITCHEN � RANGE W/ HOOD V.T.O. 32"X60X72" FURN FG. TUB/ SHOWER V.T.O. 24'-10" B o =8'2 L=12'-7" I 3P 5030 SL HB 6X6 HDR --- 3030 SL © TAN HLESS 4010 XO iE CEO © TEMP.2 0 L=11' I L=6 PROVIDE NON -REMOVABLE ANTI -SYPHON VALVE AT I I I A HOSE BIBBS I I 2 I I I ._71. 2 _6'. 2._6.. 2 1 -71' -102„ 2 10'-6" '-0" 28'-1 " L=5' © o I L=10'-3" UVING ROOM ®2 'S BEDROOM BEDROOM #2 N � I o (xUWI w 0 N Q Q I W N L — J 4068 BI -PASS U 00 _ _ L=5' M 2668 — — S&P 0'-2" FLOOR PLAN II, 700 SQ. FT. HOUSE 48 SQ. FT. LANDINGS THE GABLE ATTIC VENTS 14"X18" SCREENED SHALL BE FULLY COVERED G.E. VENT, TYP. WITH METAL WIRE MESH OR NON COMBUSTLBLE MATERIALS WITH MIN. OF 1/16" AND SHALL NOT EXCEED 1/8" OPENINGS IGHT ELEV ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. STAIRS: 7 3/4" MAX. RISE 10" MIN. TREAD (3)2X12 STRINGERS TYP. ELEVATION N �. ME 3' -8" 17'-1 12 2X6 BARGE BD. TYP. CLASS 'A' COMP. SHINGLES 15# FELT 5/8" OSB RADIANT BARRIER 2X6 FASCIA BD. FIBER CEMENT HORZ. LAP SIDING 0/ 7/16" SHEAR PLY. B, RUBAN❑FF ALL ELEVATIONS Q �Ln PROVIDE APPROVED VAPOR BARRIER UNDER EXTERIOR SIDING/OVER SHEAR PLY. 00 I PERMIT # B16--0146 U 'TY i?._'v_i.^" c 0 ,� 9`r I "`�.I_ DATE By " DRAWN BY: Qo B, RUBAN❑FF Q �Ln Q7 DATE: m 1-15-16 Ld r- 0CD 1/4"=1'-0" 0 =)0 _� JOB: —I O Z w U 0) Lr) C) Z 0 I) = I— Q Lv I , CO Ld p z Ld LL_ LJ to Q OF U .. Ld Lv ►r) Q Ljj Q 0 m J DRAWN BY: B, RUBAN❑FF CHECKED: DATE: 1-15-16 SCALE: 1/4"=1'-0" U.N.❑, JOB: D❑N❑HUE SHEET # 1 OF 4 I?00F FFAMING NOT�5 1. DO NOT CUT ALTER OR DRILL TRUSSES 2. SEE EXTERIOR ELEVATIONS FOR SIZE AND LOCATION OF GABLE END VENTS 3. ROOF DESIGN - ROOF TRUSSES AT 2'-0" WITH R-38 INSULATION BETWEEN THE TRUSSES - 15# FELT - COMP. ROOF - SNOW LOAD 37# 4. PROVIDE DIAGANOL AND SWAY BRACING AT ROOF TRUSSES 5 H-1 ANCHORS AT EACH TRUSS UNLESS OTHERWISE NOTED 6. BLOCK FOR CABINETS 7. 6X12 TYPICAL HEADER UNLESS OTHERWISE NOTED 8. SEE TITLE SHEET FOR ADDITIONAL NOTES 9. PROVIDE H -I ANCHORS @ ALL ROOF/WALL CONNECTIONS 10. TOP PLATE SPLICES W/8 -16d EACH SIDE U.N.O. H1 ANCI ALL TRU MAN. G.E. TRI ATTIC VENTILATION CALCS: 700 SQ. FT./300=2.3 SQ. FT. 2.3 SQ. FT./2=1.15 SQ. FT. 2-14"X12" SCREENED G.E. VENT .65 SQ. FT. PER VENT=1.3 SQ. FT. 8-22"X3 1/2" SCREENED BRANDGUARD EAVE VENT © .15 SQ. FT. PER VENT= 1.2 SQ. FT. TOTAL=2.5 SQ. FT. NOTE: TO USE THE 1/300 CALCULATION: PAPER BACKED CEILING INSULATION OR KELLY MOORE 95-500 VAPOR SHIELD PRIMER @ CEILING MUST BE USED. A 18'-2" 5'-6" a 11 3 �w 1 ~ 3 q-. N ------- $_ "u. ROOF FRAMING PLAN _01-011 G.E. TRUISS Ci 7'-0" 24'-10" JOISTS 16' O.C. DEEP CONC. TYP. PAD TYP. OF 2 -0" 17'-1 " ALL EXPOSED FRAMING SHALL BE PRESSURE 24'-2" 10'-4" Q� 3: CO0 s�e A FOUNDATION & FLOOR FRAMING 2X6 RIM JOIST -\ 18"SQ.X12" 4X6 DF.#2 DEEP CONC. ACCORDING TO MFR'S WRITTEN GUIDELINES. .. o���o PAD TYP. OF 2 III GIRDER TYP. WOOD FLOOR NOTES 22 Ld 1. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR Q� U ASR+4040 A CONC. S LANDING B 0 Z X A IN = Q \""I w LLi 0 2. PROVIDE OPENING AS REQUIRED FOR HVAC UNIT TO BE LOCATED AT SITE, Ci O O W - (n 700 SQ. FT./150=4.7 4.7 SQ. FT./.43 SQ. ' JOISTS 16' O.C. DEEP CONC. TYP. PAD TYP. OF 2 -0" 17'-1 " ALL EXPOSED FRAMING SHALL BE PRESSURE Q� 3: CO0 s�e CL FOUNDATION & FLOOR FRAMING 0 APPLICATION APPROPRIATE FOR EXPOSURE Ld U,N,E, ACCORDING TO MFR'S WRITTEN GUIDELINES. .. o���o 0 III WOOD FLOOR NOTES 22 Ld 1. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR I I mixes U Ln 0 Z OF THE PLUMBING CLEANOUT = Q \""I w LLi 0 2. PROVIDE OPENING AS REQUIRED FOR HVAC UNIT TO BE LOCATED AT SITE, W C):� Q - VERIFY WITH THE OWNER PRIOR TO CONSTRUCTION U 3. PROVIDE SLAB FOR HVAC UNIT >-- 4. HOT DIPPED OR GALV. NAIL REQ'D. @ TREATED WOOD CONNECTIONS. r'y ry n Q 5. PROVIDE UNDERGROUND UTILITY ENTRANCE, CONDUIT IF REQUIRED VERIFY W N �NIQ I 0 m 6. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD O O W - (n 700 SQ. FT./150=4.7 4.7 SQ. FT./.43 SQ. ' JOISTS 16' O.C. DEEP CONC. TYP. PAD TYP. OF 2 -0" 17'-1 " ALL EXPOSED FRAMING SHALL BE PRESSURE Q� 3: CO0 s�e TREATED WITH TREATMENT PROCESS AND FOUNDATION & FLOOR FRAMING 0 APPLICATION APPROPRIATE FOR EXPOSURE Ld U,N,E, ACCORDING TO MFR'S WRITTEN GUIDELINES. .. o���o 0 III WOOD FLOOR NOTES 22 Ld 1. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR I I mixes U Ln 0 Z OF THE PLUMBING CLEANOUT = Q \""I w LLi 0 2. PROVIDE OPENING AS REQUIRED FOR HVAC UNIT TO BE LOCATED AT SITE, W C):� Q - VERIFY WITH THE OWNER PRIOR TO CONSTRUCTION U 3. PROVIDE SLAB FOR HVAC UNIT >-- 4. HOT DIPPED OR GALV. NAIL REQ'D. @ TREATED WOOD CONNECTIONS. r'y ry n Q 5. PROVIDE UNDERGROUND UTILITY ENTRANCE, CONDUIT IF REQUIRED VERIFY W N �NIQ I 0 m 6. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD 7. ANCHOR BOLTS SHALL NOT BE CLOSER THAN 7 DIAMETERS TO END OF PLATE. I ui I I Ti 3/4" T.&G. PLY. ( I ( I ~ Mz I GLUED & NAILEDU II I I 0 W/ 8d RING 16 SHANK @ 6/10 - - - - - - - - -n - - - - STAGGER JOINTS - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - VERIFY PLUMBING OjLOCATIONS � SITE TJI 210 MAN. 9 1/2" 1 JOISTS ® 16" O.C. HUS46Z OR EQUAL PROVIDE (11) 14"X 6" 2 TYP. Ale- SCREENED FOUNDATION W/ INSULATION VENTS BAFLES UNDER FLOOR VENTILATION CALCS.: THEFOUNDATIONVENTS Q c'�� 2X6 DECK J 3 m 0 J m 0 4040 CONC. LANDING 0 0 I I � N 1 3/4"X9 1/2" LVL RIM, TYP. 5% SLOPE FOR A DISTANCE OF 10' FROM FOUNDATION WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT THE 10' DISTANCE, A 2-5% SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING THE WATER AWAY FROM FOUNDATIOIN WALL(R401.3) OPEN ROOF EAVES REQUIRE NONCOMBUSTIBLE OR IGNITION MAN. STANDARD TRUSSES ® 24" 0. RESISTANT MATERIALS SUCH AS FIRE RESISTANT PLY. OR FIRE RESISTANT OSB IN ACCORDANCE WITH 2013 CRC SECTION 327.7.4 CLASS 'A'6DECKING LANDING DECK RAILS SHALL COMPLY WITH 2013 Z CRC SECTION R312 2X6 RIM JOIST' 4X6 GIRDER - 2X6 DECK JOIS © 16" O.C. 2X8 LEDGER W/LUS26Z H-1 ANCHOR ALL TRUSSES -BLOCK BETWEEN TRUSSES 5/8" CCX PLY. © EAVES '----2X6 FASCIA BD. 6X12 HDR DINING m KITCHEN 3/4" T.&G. PLY. W/8d RING SHANK 6/12 0/ MAN. 9 1/2" I JOISTS AT 16 O.C. SECTION A -A MAN. STANDARD TRUSSES @ 24" 0. 5/8" GYP.BD.H AT CL'GS. 1/2" GYP. BD. - ' BEDROOM #2 2X4 STUD WALL AT 16" O.C. R-19 INSULATION R-38 INSULATION 24 2X6 STUD WALL AT 16" O.C. 0 J R-19 INSULATION U 1 3/4" X9 1/2" LVL RIM TYP. SECTION B -B 1316- C)RUTFE 700 SQ. FT./150=4.7 4.7 SQ. FT./.43 SQ. SQ. FT. SHALL BE FULLY COVERED16"SQ.X12" FT.=11 WITH METAL WIRE MESH OR NON COMBUSTLBLE MATERIALS WITH MIN. OF 1 16" AND SHALL NOT EXCEED 1/8" OPENINGS 0'-2" JOISTS 16' O.C. DEEP CONC. TYP. PAD TYP. OF 2 -0" 17'-1 " ALL EXPOSED FRAMING SHALL BE PRESSURE Q� 3: CO0 s�e TREATED WITH TREATMENT PROCESS AND FOUNDATION & FLOOR FRAMING PLAN APPLICATION APPROPRIATE FOR EXPOSURE Ld U,N,E, ACCORDING TO MFR'S WRITTEN GUIDELINES. .. o���o 0 III WOOD FLOOR NOTES 22 Ld 1. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR WITHIN 20'-0" U Ln 0 Z OF THE PLUMBING CLEANOUT = Q \""I w LLi 0 2. PROVIDE OPENING AS REQUIRED FOR HVAC UNIT TO BE LOCATED AT SITE, W C):� Q - VERIFY WITH THE OWNER PRIOR TO CONSTRUCTION U 3. PROVIDE SLAB FOR HVAC UNIT >-- 4. HOT DIPPED OR GALV. NAIL REQ'D. @ TREATED WOOD CONNECTIONS. r'y ry n Q 5. PROVIDE UNDERGROUND UTILITY ENTRANCE, CONDUIT IF REQUIRED VERIFY W Q WITH THE OWNER 0 m 6. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD 7. ANCHOR BOLTS SHALL NOT BE CLOSER THAN 7 DIAMETERS TO END OF PLATE. 0 0 I I � N 1 3/4"X9 1/2" LVL RIM, TYP. 5% SLOPE FOR A DISTANCE OF 10' FROM FOUNDATION WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT THE 10' DISTANCE, A 2-5% SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING THE WATER AWAY FROM FOUNDATIOIN WALL(R401.3) OPEN ROOF EAVES REQUIRE NONCOMBUSTIBLE OR IGNITION MAN. STANDARD TRUSSES ® 24" 0. RESISTANT MATERIALS SUCH AS FIRE RESISTANT PLY. OR FIRE RESISTANT OSB IN ACCORDANCE WITH 2013 CRC SECTION 327.7.4 CLASS 'A'6DECKING LANDING DECK RAILS SHALL COMPLY WITH 2013 Z CRC SECTION R312 2X6 RIM JOIST' 4X6 GIRDER - 2X6 DECK JOIS © 16" O.C. 2X8 LEDGER W/LUS26Z H-1 ANCHOR ALL TRUSSES -BLOCK BETWEEN TRUSSES 5/8" CCX PLY. © EAVES '----2X6 FASCIA BD. 6X12 HDR DINING m KITCHEN 3/4" T.&G. PLY. W/8d RING SHANK 6/12 0/ MAN. 9 1/2" I JOISTS AT 16 O.C. SECTION A -A MAN. STANDARD TRUSSES @ 24" 0. 5/8" GYP.BD.H AT CL'GS. 1/2" GYP. BD. - ' BEDROOM #2 2X4 STUD WALL AT 16" O.C. R-19 INSULATION R-38 INSULATION 24 2X6 STUD WALL AT 16" O.C. 0 J R-19 INSULATION U 1 3/4" X9 1/2" LVL RIM TYP. SECTION B -B 1316- C)RUTFE PE9MI1 # B, RUBAN❑FF COUNTY Q� 3: CO0 s�e 1-15-16 1+ 'n / DATE E l% -( uY SCALE: DRAWN BY: B, RUBAN❑FF CHECKED: Q� 3: Lo 1-15-16 SCALE: Ld U,N,E, JOB: .. o���o 0 1.-0 22 Ld = Ld U Ln 0 Z O 0F- = Q \""I w LLi 0 = LTJ L_ W C):� Q - U >-- r'y ry n Q W Q 0 m J DRAWN BY: B, RUBAN❑FF CHECKED: DATE 1-15-16 SCALE: 1/4"=1'-0" U,N,E, JOB: D❑N❑HUE 22 SHEET # 2 0 4 / NOTE: THE VENT FOR THE DRYER EXHAUST DUCT SHALL BE A MINIMUM OF 4" DIAMETER, VENTED TO THE OUTSIDE AND EQUIPPED WITH A BACKDRAFT DAMPER. CMC 504.3.1. EXHAUST DUCT LENGTH SHALL BE 14' MAX. WITH TWO 90 DEGREE ELBOWS. CMC 504.3.1.2. A MIN. OF 100 SQ. IN. OF MAKE UP AIR IS REQ'D. FOR THE DRYER, & SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS. CMC 504.3.2 -- -- WP. FL. GFI — — of I I L _� �LLPG o +42 L— — — — EI — GFI I I E.F. II I HOOD 100 CFM OUTLET HOOD FAN LPG —j ®sSMOKE DETECTOR 110 VOLT WITH BATTERY BACK UP (TYP) ALL SMOKE DETECTORS SHALL BE INTERCONNECTED ® CARBON MONOXIDE DETECTOR 110 VOLT INTERCONNECTED WITH BATTERY BACK UP WP LPG -A7AT F 200 AMP MAIN GFI LOSERVICE PANEL KITW/UFER GROUND TER GFI +42", U.N.O. WAtFI H�AtP, N0�5 GD. RECEPTACLE UNDER SINK a.) PROVIDE 120V ELECTRICAL RECEPTACLE WITHIN 3 FEET OF THE WATER HTR. AND ACCESSIBLE WITH NO OBSTRUCTIONS. b.) PROVIDE A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HTR. IS INSTALLED. c.) PROVIDE A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. ELECTRICAL PLAN II, 2x6 STUDS @ 16" O.C. R-19 BATT INSUL. 1/2" GYP BD SIDING PER ELEVATIONS11 I I I 0 L. 0 SEE DETAIL 1 FOR ADDITIONAL NOTES 3/4 T&G PLYWOOD SIDING PER ELEVATIONS SEAL EXTERIOR PANEL MAN. I JOIST ® 16" O.C. JOINTS VERT. HORIZ. MAN. I JOIST ® 16" O.C. LVL RIM OTHER EN U.N.O. EN. 2x6 SOLE PLATE LVL RIM JOIST ni PER PLAN SEAL MUDSILL FOUNDATION Z N A35's @ 48" O.C. • a" d #4 REBAR CONT. 3" FROM TOP AND BOTTOM 24" EXTERIOR FOOTING/WOOD FLOOR ,/-RAIL POST -rT r --DECKING MAT. 17 DECK FRAMING R 2x6 MUDSILL W/ 5/8" S�?12Sh2S2Sb22 AB W/ 3x3x3/0.229" E WASHER@ 6' O.C. EMBEDDED MIN 7" • a" #4 REBAR CONT. 3" FROM \/TOP AND BOTTOM �24"� 7 EXTERIOR "T" FOOTING MAN, TRUSSES 2x BLOCKING BETWEEN TRUSSES FOR UPPER CABINETS STC. CLIP @ LOWER BOTTOM CHORD & INTERIOR NON BEARING WALLS INTERSECTIONS X5/8" GYP BD 1/2" GYP BD 11 I I- V -u- -aII UPPER CABINET 24 BLOCKING/CLIPS ® LBC DBL TOP PLATE 5/8" OSB 5/8" CCX PLY ® EAVES GABLE END TRUSS ---i 2x4 OUTRIGGERS @ 2'-0" O.C. MAX NOTCH INTO TRUSS AND BUTT INTO FIRST STANDARD TRUSS 2x2 BETWEEN OUTRIGGERS 28 BARGE TIES/ OUTRIGGERS IN EACH BATHROOM. ALL OTHER LIGHTING IN BATHROOMS -ANY WALL OVER 2'-0" IN LENGTH SHALL HAVE A RECEPTACLE �CVIC& FLAN N0t5 -PLUGS SHALL BE A MAXIMUM OF 12'-0" APART L �I'II-�NG M�A5U� 5 1. 2. PERMANET WIRE ALL SMO%&q§fTp8&TON THE FOLLOWING GUIDE LINES MUST BE MET A DETECTED CIRCUIT ON WALL PLUGS IN EACH BATHROOM. ALL OTHER LIGHTING IN BATHROOMS -ANY WALL OVER 2'-0" IN LENGTH SHALL HAVE A RECEPTACLE HIGH EFFICIENCY LUMINAIRES OTHIER THAN OUTDOOR HID: -PLUGS SHALL BE A MAXIMUM OF 12'-0" APART CONTAIN ONLY HIGH EFFICIENCY LAMPS AS OUTLINED IN TABLE -PLUGS SHALL BE 6'-0' OF END OF WALL OR OPENING 150-C, AND DO NOT CONTAIN A MEDIUM SCREW BASE SOCKET. NOTE: ALL EXHAUST FANS SHALL BE DUCTED TO THE OUT SIDE BALLAST FOR LAMPS 13 WATTS OR GREATER ARE ELECTRONIC -ALL PLUGS AT KITCHEN, BATHROOMS, OUTSIDE, AND AT THE GARAGE SHALL AND HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. BE G.F.I. PROTECTED ALL LIGHTING IN GARAGES, -PROVIDE AT LEAST TWO 20 AMP CIRCUITS AT KITCHEN AND LAUNDRY ROOMS HIGH EFFICIENCY LUMINAIRES-OUTIDOOR HID: CONTAIN ONLY HIGH -FIELD VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BUILDING EFFICIENCY LAMPS AS OUTLINED IIN TABLE 150-C, LUMINAIRE HAS DEPARTMENT AND THE POWER COMPANY FACTORY INSTALLED HID BALLAST. -THE LOCATION OF PHONE AND T.V. JACKS TO BE OWNER APPROVED PRIOR TO INSTALLATION PERMANTLY INSTALLED LUMINAIRES IN KITCHENS SHALL BE HIGH -PROVIDE ELECTRICAL FOR HEAT AND AIR UNIT TO BE LOCATED AT THE SITE EFFICIENCY LUMINAIRES. UP TO 50% OF THE WATTAGE, AS VERIFY WITH OWNER PRIOR TO CONSTRUCTION DETERMINED IN SEC. 130(C), OF PERMANTLY INSTALLED -PROVIDE 20 AMP BRANCH CIRCUITS AT BATHROOMS LUMINAIRES IN KITCHENS MAY BE IN LUMINAIRES THAT ARE NOT -BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT HIGH EFFICIENCY LUMINAIRES, PROVIDED THAT THESE LUMINAIRES AND SHALL NOT HAVE EXHAUST FAN, LIGHTING OR OTHER OUTLETS ON IT AS ARE CONTROLLED BY SWITCHES SIEPARATE FROM THOSE CONTROLLING THE HIGH EFFICIENCY LUMINAIRES. -PROVIDE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR ALL OUTLETS Q W INCLUDING RECEPTACLE OUTLETS, SWITCH OUTLETS, LIGHTING OUTLETS, A MINIMUM OF ONE(1) HE LUMINAIRE IS TO BE INSTALLED AND SMOKE DETECTORS IN EACH BATHROOM. ALL OTHER LIGHTING IN BATHROOMS AND SMOKE DETECTORS LOCATED IN BEDROOMS AS PER CEC ARTICLE 210-12. B. RUBAN❑FF SHALL BE HE OR CONTROLLED BY OCCUPANCY SENSOR(S). - ALL 15/20 AMPERE RECEPTACLES INSTALLED PER CEC 210.52 DATE: NOTE: ALL EXHAUST FANS SHALL BE DUCTED TO THE OUT SIDE REFERENCE CA. ENERGY CODE 150(K)5. SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. SCALE: ALL LIGHTING IN GARAGES, - ALL BRANCH CIRCUITS SUPPLYING 15/20 AMPERE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS LAUNDRY ROOMS, UTILITY ROOMS SHALL BE HIGH EFFICIENCY LIBRARIES, DENS, SUNROOMS, BEDROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR LUMINAIRES AND ARE CONTROLLED BY A VACANCY SENSOR(S) ROOMS AREAS SHAL BE PROTECTED BY A LISTED COMBINATION TYPE ARC -FAULT CIRCUIT ROOMS/AREAS INTERRUPTER I.E. MANUAL ON, AUTOMATIC OFF. REFERENCE CA. ENERGY CODE -� Q U � QD W U z 0 -SPECIFY TAMPER RESISTANT RECEPTACLES IN THE DWELLING. ALL 125 -VOLT Y Lid I �— PERMANTLY INSTALLED LUMINAIRES LOCATED OTHER THAN IN SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER - Q W W O KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND RESISTANT RECEPTACLES. (THROUGHOUT) 2013 CEC ARTICLE 406.11 a.) SMOKE ALARMS OR DETECTORS SHALL NOT BE LOCATED WITHIN UNFINISHED ATTICS X UTILITY ROOMS SHALL BE HIGH EFFICIENCY LUMINAIRES (EXCEPT FOR THIS PROJECT IT ONLY APLLIES TO REWIRING OR ADDITIONS. W ry OR GARAGES OR IN OTHER SPACES WHERE TEMPERATURES CAN FALL BELOW 40 F CLOSETS LESS THAN 70 SQ. FT.)„ OR ARE CONTROLLED ctf cl.- OR ABOVE 100 F. A DIMMER SWITCH OR ARE CONTROLLED BY AN OCCUPANT - ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS b.) WHERE THE MOUNTING SURFACE MAY BECOME CONSIDERABLY WARMER OR COOLER SENOR(S) THAT COMPLIES WITH SECTION 119(D) THAT DOES OF THE 2013 CALIF. ELECT. CODE O THAN THE ROOM, SUCH AS A POORLY INSULATED CEILING BELOW AN UNFINISHED NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. ATTIC OR AN EXTERIOR WALL, SMOKE ALARMS AND DETECTORS SHALL BE MOUNTED AN INSIDE WALL. LUMINAIRES THAT ARE RECESSED INTO INSULATED CEILINGS c.) SMOKE ALARMS OR DETECTORS SHALL BE INSTALLED A MINIMUM OF 20' HORIZONTAL SM ARE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) ( DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE EXCEPT IONIZATION SMOKE AND ARE CERTIFIED AIR TIGHT TO ASM E283 AND LABELED AS ALARMS WITH AN ALARM SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARMS. AIR TIGHT (AT) TO LESS THAN 2.0 CFM AT 75 PASCALS. d.) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3 FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER LUMINAIRES PROVIDING OUTDOOR (LIGHTING AND PERMANTLY UNLESS THIS WOULD PREVENT PLACEMENT OF OTHER REQUIRED SMOKE ALARMS. MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS e.) SMOKE ALARMS AND DETECTORS SHALL NOT BE IINSTALLED WITHIN A 36" HORIZONTAL ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRES (NOT PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM SWIMM INCLUDING LIGHTING AROUND SWIMMING POOLS/WATER FEATURES IN R AND SHALL BE INSTALLED OUTSIDE THE DIRECT AIRFLOW FROM THOSE REGISTERS. OTHER ARTICLE 6 LOCATIONS) OR ARE CONTROLLED BY f.) SMOKE ALARMS AND DETECTORS SHALL NOT BE INSTALLED WITHIN A 36" PATH FROM PHOTO OCCUPANT SENSOR(S) WITH INTEGRAL PHOTO CONTROL S THE TIP OF THE BLADE OF A CEILING -SUSPENDED (PADDLE) FAN. CERTIFIED COMPLY WITH SECTION 119(D). g.) A SMOKE ALARM OR DETECTOR LOCATED AT STAIRS LEADING TO OTHER OCCUPIED LEVELS NOTE: PROVIDE AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES SHALL BE LOCATED SO THAT SMOKE RISING IN THE STAIRWAY CANNOT BE PREVENTED FROM PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING h.) REACHING THE SMOKE ALARM OR DETECTOR BY AN INTERVENING DOOR OR OBSTRUCTION. FOR STAIRWAYS LEADING UP FROM A BASEMENT, SMOKE ALARMS OR DETECTORS SHALL CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED BE LOCATED ON THE BASEMENT CEILING NEAR THE ENTRY TO THE STAIRS. EXTERNALLY AT THE SERVICE ENTRANCE PANEL AS SPECIFIED IN CEC800.100B i.) SMOKE ALARMS AND DETECTORS SHALL BE INSTALLED AT THE HIGHEST POINT OF A COFFERED AND CEC 250.94 CEILING OR ON THE SLOPED PORTION OF THE CEILING WITHIN 12" VETICALLY DOWN FROM THE SIDING PER ELEVATIONS 2x6 P.T. MUDSILL PLYWOOD PER PLAN MANFGD. I JOIST Lxb J I UUJ u I0 U.l. BLOCK SOLID IF 14" OR LESS BRACE AS FIRST STORY IF OVER 4' 11 EXTERIOR PONY WALL GABLE EI A35 @ 4E 29 TYPICAL GABLE END JOIST I - PER PL DECKING P PLANS DECK JOIST DTT2Z F W/ 8-S 1/4"X 1.' 1/2" DI) THREADE APPLY FLASHING BETWEEN SHEAR PLY & LAP SIDING SIDING PER ELEVATIONS N I AND BEND OVER LEDGER 2X LEDGER DECKING PER PLANS JOIST E 1 3/4" LVL RIM & BLOCKING qfEN \-2x DECK JOIST 3/8"X6" LAG SCREWS OR 1/4"X6" SDS SCREWS @ 16" O.C. INTO TOP & BOTTOM OF p LVL RIM & BLOCKING ?Z HOLDOWN ta "X1.5" AND EADED ROD 15 TENSION TIE AT DECK 2 1/2" MAX. DEPTH FOR 2X4 PL. 3 1/2" MAX. DEPTH FOR 2X6 PL. PROVIDE SIMPSON RPS22 STRAP AT EA. PLATE 5 1/2" MAX. (2)MIN. PER NOTCH DBL. TOP PLAT 2x4 5/8" 1 Y2" WALL FRAMING MAX. TYP. PER PLAN 2x6 FASCIA I I 1 1 1 i I1 1 i � � PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD 25 TYP I CAL TOP PLATE NOTCH D ETAI L (4)-16D COMMON NAILS ETWEEN OUTRIGGERS 8D COMMON NAILS AT 4" OC /--ROOF SHEATHING 2X4 DLOCK 2)-161) COMMON NAILS EACH END TRIM 1 1TO1.5 I X6 DIAGONAL 6" SHEAR PLY/W BRACE AT 8`-0" OC 9 6/12 =RAMING A35 FRAMING ANGLE ONTINUOUS 2X DRYWALL BACKING WITH (2) ROWS 16D COMMON NAILS AT 6" OC GABLE END BRACE 16 EXTERIOR WALL W/ DECK 26 EAVE DETAIL I TIE AT EACH PERMIT If 9/6 o16 6 L'U'f-.r E COJNY rEi Li_ . PI-1Fy7 - { _- --- gym.; k'Al p I I . DATE- / DRAWN BY: B. RUBAN❑FF CHECKED: DATE: Q O) Ln 1-15-16 SCALE: a) cn .. W 0 — 0 0 0 � -� Q U � QD W U z 0 W = Y Lid I �— Z W 0 Q W W O co Q � z Q L L U W ry W C/-) ctf cl.- Q W m Q O DRAWN BY: B. RUBAN❑FF CHECKED: DATE: 1-15-16 SCALE: 1/4"=1'-0" U.N.O. JOB: D❑N❑HUE SHEET # 3 0 4 I �0 LV Pe l 153.21' Q SITE- PLAN SCALE: 1/16"=l'—O" NFPA 58 LPG TANK LOCATION Minimum distance from property lines or Structures for_!z00 Gallons or less, LPG Tank shall be IM Feet c. P, etc 1'o /C GUTTER WITH AGILITY TO PREVENT THE ACCUMULATION OF LEAVES (N) DOWNSPOUT 1 OPTION 1: UNDERGROUND _ RETENTION SYSTEM )0 N5POUT DAPTER 18' MIN 1 2% DACKFILL 18" CO & 5WEEP 4" HDPE N-12 f 25 LF 4" PERF PIPE CLOSED PIPE 6" WRAPPED IN FILTER CO & TEE FADRIC (PERFORATION DOWN) IN DRAIN ROCK. WATER RETENTION OPTIONS NO CONSTRUCTION IN EASEMENTS ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES AND ROOF PERMIT #__9/6 19146 PUTTS GOUNTY DE'vEL^Pn iEf lT S`9VlCES D,*G BY =0 DKi E Z - 0 Q CV LL.U >Q O M O Z M N Y W Z d Z Q D r Wp O rn n U O-) Ln x Cr CL W J ^ O Q m CO w „{� IY m Cn Lr) �.° Cy ry o- m 0-) >Q w LL_I— Q � Q O >;. U O-) Ln CO w „{� O Cn �.° Cy ry n `O _, 1 6