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B13-2004 025-030-062
Submit completed form in person or by BU .nLCOUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING mail to: CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Butte County Development Services - Final Inspection will not be scheduled unfit completed report submitted Building s- .. D D �/ 7 CountyCenter Drive /� APN• ©� ��Q' ®�?' Building Permit A 7 Oroville, CA 95965 Owner Name: Coe,? Owner Phone: ( 1 Jobsite Address: Project Type: 0 Construction 0 Demolition Jobsite Contact Company: Jobsite Phone: ( ) MATERIAL Ftsnags Tse Recycle Tonna Disposal Tonone ACTUAL FACILITIESISERVICE PROVIDERS USED Inert Material (Concrete. asphah) Lumber PlanUfree 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) Attach copier'of weight receipts, gate tags, or other verifying information for all materials Percent recycledtreused % that were reused, recycled or disposed. PlAase sign Indicating that the above information is true and correct to the best of your knowledge: Applicant Feu rf� '(Owner or Contractor): Date: Circle which ; Final Report returned with comments: (Initial) Date: '°Dunt Final Report approved: (Building Inspector) Date: KABUILDING\2011U1ppfoved forms\Res Green Bldg. forms\Waste Diversion -Recycling forms.doc - c:onstiruCfion & bemorfion (CBiD� trcp and S 'age'xnfainnatzon t3anetxws•�•' :�� 1k�'1Oolsua0ocruies . 'Aldred_ � ,3424344 786 Cl)+}�gTry, Dltii s, 342 4930 • 878 A 2eS M�hioo, 343-7166 • WtuteMatsa Chico SCM Mehl • 893.4777 .7660m*acoHwY,i ,34$-1476 t X33 •N Rayeliag Et Wasto Sertnces • RecgkVBatto Cohm Cottages 2720S.56AmOroville .533-5868 . fadiltles: '' ���1�xycTu�fiFaciCiq� 1023Nea1Roati • B>9foRiraCca>ztm�aaCo, 1764 M yway' ,C I&N mass Cliaohe.Co. Fistarts and baildhn• Materf�t� 7i's party FIs; is for otffi1I?�P o>si3'tsndnot I'M mdorsemeat ofa gmacts or c services. • NotealRteyclas • 1855 Kesel Rd, OroviIfe, 5320262 72ft + 4441 YCabassetU, aico,529' PWP01VB'*eC0IxMC=t=Pwcpci'mg 2720 S 5aAva, 0mville, 5334868 • F�crthwomt SoiiBaciory Neal Road onvy99, 895-9676 • Towt spradisevege4vuvastgFadCly CittdrRd. EtAmericttaWaq,Pat'tbdise •877.0824 • •OldDmdzaaWoo4Co. 3427381 • 1023 ig�`�waste Facey N • 2300 V ahico, 343-8343-8641 • . NoaCal Recpcleta 185'5 Kttsd Rd, Oron'!Ie • Cat -Max www.eiwtiibcagov/CaIIKAX • C?ceeaBatilt'mgTuiom>ation debasrneadiad�. • Butt*CotmtypubHc WoftDept SolidWaste&Roa 1ftDWon 879 2352 • wwwRoeycteStttteaet G/7/,3- Z y Butte County Department of Development Services TiM SNELUNGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroviile, CA 85965 (630)538-7601 Telephone (630) 638.2140 Facsimile www buttecou el/dds WM,bq=eneraIRIan,net ADMINISTRATION • BUILDING "PLANNING MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS T. IAN ONE ACRE The BMP's (Best Management Practices) listed below must bei in place during the rainy season .(October 16 through April 15) and may be required at other times based on weather and aIle conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's could be required based on conditions. • Stabilized entry. Provide minimum 3' to 6' fractured rock 50' king x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on daily basis. When streets are wet or during'a rain event there shah be no tracking of soils onto the street. • Wattles installed property.behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internai 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 apprmtron) • Stabilize all slopes where erosion could occur and cause silt rup off. (Straw, visqueen or erosion blankets may be used for this application) i • All paint, fuel, constriction products eta shalt be stored In a co� ered location away from sidewalks and storm drain Inlets. • Portable chemical toilets If provided on the site must be kept oil of streets and sidewalks and at least 60' from the nearest storm drain inlet. • Ah trash must be collected and stored property. 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.liried 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 maintenanw, program needs to be developed to insure the continued effectiveness of your BMP's. 1 K:WTILDINM011Wpproved formsUtes Green Bldg. formsNErosion & Sediment Control Measures.doc JOB: RL Casey Coi LOCATION. Edi i Te k® 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 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax. -(530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANYWAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN,HAN_DLING 93,rrT[ GC?.ihlT`I OEVELO'"AENT SERV!CES F� _ , REVIEWED FOR C W Ir O PLIA E- O __r. BY This Image was created with TIMBER PRODUCTS INSPECTION ,. 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 ® Fax:(360)449-3953 t: A All T T E 0 UJ c RL Casey Const��`� °�� ��p� F, "317, .p rg — RV98 E E MiTek . Re: Casey_Const RL Casey MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R41047464 thru R41047466 My license renewal date for the state of California is December 31, 2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. o4ROFESS/o,v ONIO w - 76248 �2 m * 6y EXP, DEC. 31, 2014 f At, December 10,2013 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION14- 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6 4 5 dimensions shown in ff-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or X bracing, is always required. See BCSI. Q TiQ 2. Tans bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator cr-z — C2-3bracing should be considered. 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. For 4 x 2 orientation, locate O= U �> i3 ;XZciv 0 4. Provide copies of this truss design to the building designer, erection supervisor, O wp property owner and interested plates 0-'A9' from Outside a +' u O all other parties. edge Of tn1SS. p 5. Cut members to bear tightly against each other. cz-e ce-r � 6. Place plates on each face of truss at each BOTTOM CHORDS 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 trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details avatlabie In MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preserva dive treated, or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and 12. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, all respects, equal to or better than that 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, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. i8. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. i �� Is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM.' ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10•'08 Job Truss Truss Type Qty Ply RL Casey Ildefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.49 841047484 CASEY A11 GABLE 1 1 Lumber Increase 1.25 -CONST Vert(TL) -0.30 7-8 >967 ob Reference o tional tnaeawr monies, I - -- - - - p -- - ID: KGI3_D5GEG5g7TpFOv7?apyAjbT-eUaloaGa4luhCEGGsgn?IOcHNj 1 b_q1 VOVSWEKyAJLo 6-5-8 12-1-4 17-9-0 24.2-8 6-5-8 5-7-12 5J-12 r.. r- F'6-8-8:; � 1 N ^,...,Icale = 1:40.8 4x4 71 3' 3x4 = 5x8 = 1.5x4 II LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.11 7 >999 360 TCDL 12.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.30 7-8 >967 240 BCLL 0.0 " Rep Stress Incr YES WB 0.45 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) LOMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 REACTIONS (Ib/size) 1=100410-3-8 (min. 0-1-8),5=100410-3-8 (min. 0-1-8) Max Horz 1=43(LC 7) Max Uplift 1=-150(LC 8), 5=-150(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2447/371, 2-3=-1669/284, 3-4=1669/284, 4-5=2447/371 BOT CHORD 1-8=312/2256, 7-8=312/2256, 6-7=-312/2256, 5-6=-312/2256 WEBS 3-7=62/670, 4-7=-810/152, 4-6=0/259, 2-7=810/152, 2-8=0/259 PLATES GRIP MT20 220/195 Weight: 93 Ib FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uid NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 1=150, 5=150. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASES) Standard 00ESS/av �ONIp � e w C76- 8�z m 22 cl� o \11, KV * CAVIL 'SFO December 10,2013 4Q WARNf, : V"* sfe*44 Parameter* aqd RSAD:'I► MS QN Rtl4 �lfYi►!Nr L[mSD Nlii31(RSPBRBNC� PA68 lOf TA 73 BEFO URS, WAVE . Design valid for use only with Wrek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown ��` is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Ile k' erector. Additional permanent bracing of the overall structure is the responsibilily of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSIAI'll Quality Criteria, DSB-89 and BCS18uilding Component 7777 Greenback Lane, Suite 109 SaSle.t ^rp op5,pvailab., from nls�la} �Ir:itute, 781 N. Lee Street, Suite 31� glexq drip. VA 22314. Citrus Heights, CA, 95610 N P 1 1 rt h ar{w wswN.Le Str a elkite 3106JIt1? ri ,y Al5t Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 6-4-8 1 dimensions shown in ff-in-sixteenths (Drawings not to scale) Damage or Personal Injury and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. X16 2. Tens bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves �- TOP CHORDS may require bracing, or aflemaiive T, I, or Eliminator T C1-2 C23 bracing should be considered. WEBS 3. Neverexceed the design loading shown and never �� dIn stack materials on inadequately braced trusses. For 4 x 2 orientation, locate hc�4 Oz u �� 4. Provide copies of this truss design to the building designer, erection supervisor, plOtes 0-'nd' from Outside aU = O property owner and all other interested parties. edge Of truss. 0O 5. Cut members to bear tightly against each other. c» cs� ~ This Symbol indicates the BOTTOM CHORDS 6. Place plates on each face of truss at each .� required direction of slots in 8 7 6 5 joint and embed fully, Knots and wane at joint locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from `Plate location details available In MfTek 20/20 the environment in accord with ANSI/TPI 1. software Or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 8. Unless otherwise noted, moisture content of lumber 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 4 x 4 width measured perpendicular NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the to slots. Second dimension is responsibility of truss fabricator. General practice is to the length parallel to slots. camber for dead load deflection. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, specified. by text in the bracing section of the output. Use T, I or Eliminator bracing 95-43, 96-31, 9667A NER-487, NER-561 13. Top chords must be sheathed or purlins provided at if indicated. 95110, 84-32, 96-67, ER-3907,9432A spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but ®2006 MTk® eAil Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. EN18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review oll portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewng pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, 20. Design assumes manufacture in accordance with Installing & Bracing of Metal Plate POWER ra PERIFORM.'" ANSI/TPI I Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Oty Ply RI -Casey LOADING (psf) SPACING 2-0-0 CSI DEFL in 841047485 CASEY Al2 COMMON 7 1 9 >999 360 -CONST TCDL 12.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.29 Job Reference loptional tnaeawr momes. V.vr e, c,v aoaw - '=a= . ID: KGl3_D5GEG5g7TpFOv7?apyAjbT-6h87?vHC2OYgOrSP01E Ie9TY7OKjHmef9r3mmyAJ Ln 6-5-8 12-14 , 17-9-0 24-2-8 26-2-8 i r 2-0.0 6-5-8 5-7-12 5-7-12 6-5-8 Scale = 1:46.3 45 r :1x4 1.5x4 II 5x8 = 1.5x4 11 6-5-8 12-1-4 17-9-0 24-2-8 6-5-8 5-7-12 5-7-12 6-5-8 Plate Offsets (X Y) 12 0-1-14 Edoel [6:0-1-14, Edge], 19:0-4-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.10 9 >999 360 MT20 220/195 TCDL 12.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.29 9-10 >984 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 99 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 2=1142/0-3-8 (min. 0-1-8),6=1142/0-3-8 (min. 0-1-8) Max Horz 2=-50(LC 6) Max Uplift2=-227(LC 8), 6=-227(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2360/318, 3-4=1635/263, 4-5=-1635/263, 5-6=-2360/318 BOT CHORD 2-10=-230/2170, 9-10=230/2170, 8-9=-230/2170, 6-8=-230/2170 WEBS 4-9=43/638, 5-9=753/116, 5-8=0/251, 3-9=-753/116, 3-10=0/251 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: 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; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=227, 6=227. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard Q �P��ONIO G) w -7 G 76248 m 0M * EXP.. DEC. 31, 2014 �► s, clvl�- �TFOFCAPN December 10,2013 1FARNfNri 1 Yeirtj/ dtslgte p--etene }end RMD M)MS ON T71/R AIVD IKA UPRD Iff!'t-08FBR13l1,$ r,4gB lb! 11"A73 BBFORR USE Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability duriniceg construction is the responsibillity of the Pi (e`k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPIII Quality CrBerla, DSB-89 and SCSI Building Component 7777 Greenback Lane, Suite 109 Safety Infor alo vailable from Truss Plate Institute, 781 N. Lee Street. Suite 312,Alexq�dria, i 22314. Citrus Heights, CA, 85010 p 1 Win +s�ase �fp�Meeaer a spec Bred, the Ahii w ere thea Mr tuae 06!01/ Ol f ►r .Lill Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14- 3/1 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-irrsixteenths Damage or Personal Injury Dimensions are in ft4n-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSL O1/ Trim bracing 2. Trbracing must be designed by an engineer. For 16 j 2 3 TOP CHORDS wide tans spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. ci"2 c2-3 WEBS ca, 4 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. For 4 2 locate O �'� i Cyt 0 4. Provide copies of this truss design to the building designer, x orientation, U .b = erection supervisor, property owner and plates 0-141' from outside a +' u' U all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. 7-e C464c5-a r 6. Place plates on each face of truss at each BOTTOM CHORDS 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 trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available In MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicaied are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 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 13. Top chords must be sheathed or purlins provided at output. Use T,1 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, urtess otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with ® project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM.'" ANSI/TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10208 Job Truss Truss Type Qty Ply RL Casey 24-2-8 841047468 CASEY CONST A20 GABLE 1 1 6-5-8 Plate Offsets MY): 12:0 3-0 0-0-101 12'0 8 4 0-1-41 16 0-8-4 0-1-41 ob Reference o tional N d ID:KGI3 D5GEG5g7TpFOv7?apyAjbT-23GuQbJSNgGF3i?rXoKiN3ErKw4ABBNx6TKAifyAJLI -2-0-0 6-5-8 12-1-4 17-9-0 24-2-8 26-2-8 2-0-0 6-5-8 5-7-12 5-7.12 6-5-8 2-ao TOP CHORD NOTCHING ALLOWED IN AREAS WITH STACKED TOP CHORD ONLY; 5x8 = HOWEVER, NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 3x4 i 4 3x4 Z� Scale: 1/4"=1' r 4x5 4x8 5x8 = 4x8 = = LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 REACTIONS (Ib/size) 2=1142/0-3-8 (min. 0-1-8),6=114210-3-8 (min. 0-1-8) Max Horz 2=-48(LC 6) Max Uplift2=-227(LC 8), 6=227(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2442/330, 3-4=1708/270, 4-5=1709/270, 5-6=-2442/330 BOT CHORD 2-10=-245/2263, 9-10=-245/2263, 8-9=245/2264, 6-8=-245/2264 WEBS 4-9=36/620, 5-9=-765/116, 3-9=-765/116 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=227, 6=227. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 4RQFESS10,, UJ C 76248 m O-04 o� OF CALIF"' December 10,2013 WARNrw, , Yen((j/ design panametem Red Rw NDIRg (w 1'1{18 w WCLUDED Ifff Tiff( REFBR73M R PAQ8 PU1 7473 Bf3FORR tME. ;-. Design valid for use only with Mitek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Pre Is for lateral support ofindividual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIIdQuaBly CrBeda, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Inbrma8op vailable from Truss Plate Institute, 781 N. Lee Street. Sulte 312.AIe3g00 � l VA A12314 Citrus Heights, CA, 95610 N Sausnern �met5►�lumbes pspe4 ified, sAe �eNBnwMsre she�e■ Esset 7E/G It St 6-5-8 12-1-4 17-9-0 24-2-8 6-5-8 5-7-12 5-7-12 6-5-8 Plate Offsets MY): 12:0 3-0 0-0-101 12'0 8 4 0-1-41 16 0-8-4 0-1-41 f6 0-3-4 0-0-101 19:0-4-0 0-3-01 f 130-1-11 0-0-121 f 17 0-1-11 0-0-121 126:0-1-11 0-0-121 132:0-1-11.0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.09 8-9 >999 360 MT20 220/195 TCDL 12.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 8-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 153 Ib FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 REACTIONS (Ib/size) 2=1142/0-3-8 (min. 0-1-8),6=114210-3-8 (min. 0-1-8) Max Horz 2=-48(LC 6) Max Uplift2=-227(LC 8), 6=227(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2442/330, 3-4=1708/270, 4-5=1709/270, 5-6=-2442/330 BOT CHORD 2-10=-245/2263, 9-10=-245/2263, 8-9=245/2264, 6-8=-245/2264 WEBS 4-9=36/620, 5-9=-765/116, 3-9=-765/116 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=227, 6=227. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 4RQFESS10,, UJ C 76248 m O-04 o� OF CALIF"' December 10,2013 WARNrw, , Yen((j/ design panametem Red Rw NDIRg (w 1'1{18 w WCLUDED Ifff Tiff( REFBR73M R PAQ8 PU1 7473 Bf3FORR tME. ;-. Design valid for use only with Mitek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Pre Is for lateral support ofindividual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIIdQuaBly CrBeda, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Inbrma8op vailable from Truss Plate Institute, 781 N. Lee Street. Sulte 312.AIe3g00 � l VA A12314 Citrus Heights, CA, 95610 N Sausnern �met5►�lumbes pspe4 ified, sAe �eNBnwMsre she�e■ Esset 7E/G It St Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION14- Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ff4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both Sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal g g, is always required. See BCSI. 0.14611 2. Truss bracing must be designed by an engineer. For —• 1 2 3 TOP CHORDS wide thus spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator T bracing should be considered. i i cn-z cza c3 4 3. Never exceed the design loading shown and never p , stack materials on inadequately braced trusses. For 4 2 locate O 0 ;Xz 4. Provide copies of this truss design to the building designer, x Orientation, U �p erection supervisor, property owner and interested plates 0 -'Al' from outside a �' u U all other panes. edge of truss. 0 p 5. Cut members to bear tightly against each other. c7 -e c6-7 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 t. connector plates. 7. Design assumes tenses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MiTek 20/20 Software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted. this design ls not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and Is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Repass: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 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 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 Ono (supports) occur. Icons vary but ® 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone is not sufficient.11// DSB-89: Design Standard for Bracing. iTek SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM."` ANSI/TPI 1 Quority Criteria Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: M11 -7A73 rev. 10208 L TABLE OF CONTENTS TOC Project Title.......... R.L. CASEY Date..12/08/13 Y1:50:49 Project Address........ 60 BOB WAY ****** OROVILLE CA. *v8.1* Documentation Author... BARRY RUBANOFF ****** I Building Permit # Barry Rubanoff P.O. Box 1123 I Plan Check / Date Berry Creek, CA 95916 530-589-4102 f Field Check/ Date Climate Zone........... 11 i Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 i User#-MP2246 User -Barry Rubanoff Run-CASEYBOB I TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 7 HVAC SIZING ............... 12 PERMIT# 613 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED ICOR V CODECOMPLIANCE DATE f --Ile C�7 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 Project Address........ 60 BOB WAY ****** OROVILLE CA. *v8.1* Documentation Author... BARRY RUBANOFF ****** Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date i Climate Zone........... 11 i Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB MICROPAS8 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance Percent (kTDV/sf-yr) Design Design Margin Improvement Space Heating.......... 36.76 41.30 -4.54 -12.4% Space Cooling.......... 33.67 30.54 3.13 9.3% Ventilation Fans....... 1.06 1.06 0.00 0.0% Water Heating.......... 31.97 28.69 3.28 10.3% Total 103.46 101.59 1.87 1.8% *** Building complies with Computer Performance *** *** HERS Verification Required for Compliance *** GENERAL INFORMATION HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Natural Gas at Site ....... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Required 1216 sf Single Family Detached New No Front Facing 210 deg (SW) 1 1 FullYear Slab On Grade 1 9728 cf 1216 sf 12.7 % of floor area 0.33 Btu/hr-sf-F 0.35 8 ft BUTTE M" 1 NT '�V � . s CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Area Volume Dwell Peop- it- stat Height Area Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Residence 1216 9728 1.00 4.0 Yes Setback 2.0 Standard Roof Type Asphalt Surface 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 AtticRad 9 Door 10 Door Roof Mass (lb/sgft) Light ATTIC AND ROOF DETAILS Frame R- R - Roof Re- Emiss- Frame Spac- Value Value Rise flect- ivity Depth ing Above Below ance (in.) (in.) Deck Deck 4:12 0.08 0.85 3.5 24 oc 0.00 0.00 OPAQUE SURFACES Verified Leakage or Housewrap No Vent Area Vent Ratio High 1/150 0.30 Length Surface (ft) 11 S1abEdge 148 F2 Factor 0.730 PERIMETER LOSSES Appendix Insul Solar JA4 Location/ R-val Gains Reference Comments R-0/Oin No 4.4.7 Al Standard Slab Edge TT°= [� tl T}. U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains JA4 Location/ Type (sf) or R-val R-val Azm Tilt Reference Comments Wood 240 0.095 15 0 210 90 Yes 4.3.1 A4 Wood 240 0.095 15 0 300 90 Yes 4.3.1 A4 Wood 273 0.095 15 0 30 90 Yes 4.3.1 A4 Wood 24 0.095 15 0 120 90 Yes 4.3.1 A4 Wood 174 0.095 15 0 120 90 No 4.3.1 A4 Wood 15 0.095 15 0 165 90 Yes 4.3.1 A4 Wood 15 0.095 15 0 255 90 Yes 4.3.1 A4 Wood 1216 0.025 38 0 n/a 0 Yes 4.2.1 A21 Wood 20 0.500 0 0 210 90 Yes 4.5.1 A4 Wood 18 0.500 0 0 120 90 No 4.5.1 A4 Length Surface (ft) 11 S1abEdge 148 F2 Factor 0.730 PERIMETER LOSSES Appendix Insul Solar JA4 Location/ R-val Gains Reference Comments R-0/Oin No 4.4.7 Al Standard Slab Edge TT°= [� tl T}. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 1 Wind Front (SW) 20.0 0.330 0.350 210 90 Standard F1/Vinyl/Wood Op Low E2 2 Wind Front (SW) 20.0 0.330 0.350 210 90 Standard F2/Vinyl/Wood Op Low E2 3 Wind Front (SW) 20.0 0.330 0.350 210 90 Standard F3/Vinyl/Wood Op Low E2 -4 Wind Back (NE) 20.0 0.330 0.350 30 90 Standard B1/Vinyl/Wood Op Low E2 5 Wind Back (NE) 6.0 0.330 0.350 30 90 Standard B2/Vinyl/Wood Op Low E2 6 Wind Back (NE) 20.0 0.330 0.350 30 90 Standard B3/Vinyl/Wood Op Low E2 -7 Door Back (NE) 33.0 0.330 0.350 30 90 Standard B4/Vinyl/Wood Patio Dr L 8 Wind Right (S) 8.0 0.330 0.350 165 90 Standard C1/Vinyl/Wood Op Low E2 9 Wind Front (W) 8.0 0.330 0.350 255 90 Standard C2/Vinyl/Wood Op Low E2 OVERHANGS Window Overhang Area Left Right Surface (sf) Width Height Depth Height Extension Extension 1 Window 20.0 5.0 4.0 6.0 0.58 n/a n/a 4 Window 20.0 5.0 4.0 2.0 0.58 n/a n/a 5 Window 6.0 2.0 3.0 2.0 0.58 n/a n/a 6 Window 20.0 5.0 4.0 16.0 0.58 n/a n/a 7 Door 33.0 5.0 6.67 16.0 0.58 n/a n/a 8 Window 8.0 2.0 4.0 9.0 0.58 n/a n/a 9 Window 8.0 2.0 4.0 9.0 0.58 n/a n/a SLAB SURFACES Area Slab Type (sf) Standard Slab 1216 HVAC SYSTEMS Verified Verified Verified Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type Efficiency EER or CID Airflow Draw Capacity Furnace 0.800 AFUE n/a n/a n/a n/a n/a ACPackage 13.00 SEER No No No No No yM CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB System Type Furnace ACPackage System Type HVAC SIZING Sizing Location............ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F Furnace ACPackage Tank Type 1 SmallStorage DUCT SYSTEMS External Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling Load Load Capacity Capacity (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) 22745 n/a n/a n/a n/a 14626 17651 n/a Sizing Location............ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F Furnace ACPackage Tank Type 1 SmallStorage FAN SYSTEMS Flow Power System Type (cfm) (W/cfm) Standard 42.16 .25 Heater Type Gas WATER HEATING SYSTEMS Distribution Type Standard Number DUCT SYSTEMS External in Energy Size Insulation Verified Verified Verified Duct Duct Duct Surface Buried Location R -value Leakage Area Ducts Attic R-6 Yes No No Attic R-6 Yes No No FAN SYSTEMS Flow Power System Type (cfm) (W/cfm) Standard 42.16 .25 Heater Type Gas WATER HEATING SYSTEMS Distribution Type Standard Number Tank External in Energy Size Insulation System Factor (gal) R -value 1 0.63 40 R-n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. i HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary. REMARKS M .'.�J' s CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name.... R.L. CASEY Company. OWNER/BUILDER Address. Phone... 530-846-3324 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... BARRY RUBANOFF Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed.. 1-Z"6'/31 UO (date) MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 7 Project Title.......... R.L. CASEY Project Address........ 60 BOB WAY Documentation Author... OROVILLE CA. BARRY RUBANOFF Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 Date..12/08/13 11:50:49 Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 ' Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1R, CF -IR -ADD, or CF -IR -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1R Form with plans. BUILDING ENVELOPE MEASURES: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. 116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of 10-111(a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. 118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of 118(1) when the installation of a Cool Roof is specified on the CF -1R Form. *150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *150(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor. *150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1R Form. 150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. 150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. FIREPLACES, DECORATIVE GAS APPLIANCES AND GAS LOG MEASURES: 150(e)IA: Masonry or factory -built fireplaces have a closable Qj``jnetal yeor glass MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 8 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB door covering the entire opening of the firebox. 150(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. 150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES: 110-113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. 113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of 113(c)5. 115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 150(j)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. 150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. 150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. 150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. DUCTS AND FANS MEASURES: 150(m)l: All air -distribution system ducts and plenums installed, are �sealed ""�® �a, MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 9 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 150(m)l: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fan systems have back draft or automatic dampers. 150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150(m)10: Flexible ducts cannot have porous inner cores. 150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. POOL AND SPA HEATING SYSTEMS AND EQUIPMENT MEASURES: 114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. 114(b)l: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating 114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. 114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150 (p) . r^s�- ! 4"._ k tory 1 remxw, MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 10 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB RESIDENTIAL LIGHTING MEASURES: 150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by 150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined as specified by 130(d). 150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. 150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by 130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of 150(k). 150(k)7: All switching devices and controls shall meet the requirements of 150(k)7. 150(k)8: A minimum of 50 percent of the total rated wattage of permanently .installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or.100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50°s high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. 150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. 150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of 119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupant sensor. 150(k)ll: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of 119, or by a manual -on occupant sensor that complies with the applicable requirements of 119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150(k)11. 150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other 7M217 -TE Ct_) C` I.L i F . MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 11 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. 150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to 150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California -Electric Code need not be high efficacy luminaires. 150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to 130(d). 150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. 150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of 119. _ _._. F__. __._.._.._..... HVAC SIZING HVAC Page 12 Project Title.......... R.L. CASEY Date..12/08/13 11:50:49 Project Address........ 60 BOB WAY OROVILLE CA. *v8.1* Documentation Author... BARRY RUBANOFF ****** Building Permit # Barry Rubanoff I P.O. Box 1123 Plan Check / Date I Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-CASEYBOB Wth-CTZ11S08 User#-MP2246 User -Barry Rubanoff Run-CASEYBOB GENERAL INFORMATION Floor Area ................. 1216 sf Volume ..................... 9728 cf Front Orientation.......... Front Facing 210 deg (SW) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F SummerRange ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 13186 4410 Glazing Conduction and Solar..... 2302 4154 Infiltration ..................... 4064 1553 Internal Gain .................... n/a 2520 Ducts ............................ 3192 1989 Sensible Load .................... 22745 14626 Latent Load ...................... n/a 3025 Minimum Total Load 22745 17651 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. W-9 A.Mw � M IT....0 rl— w uo .r�vocW%w r.rrew.u,r...�r.�.es....N s n..rertir»...i,rrr.w.»a»iwrra..ar.r.. 4 -a -h6 r»» • �►rr►y.sYOCrrr itw�rL W Ulm tY Iilh r�w,►�i.tAk QrYI)I(r� VOC COMPLIANCE CERTIFICATION AoHEstvE (NONE ❑ MANUFACTURER CAt.Green Luer .ACTttAt VOCs r" Aur (NONE 0) MANUFAcniRER CALGreen Leer ar„u� . FORMALDEHYDE COMPLIANCE CERTIFICATION PRftw (NONE 0) MANUFACTURER r CURW ENT LatR ACTUAL Hardwood PYwodd veneercore 0.06 Hardwoodoom b oore 0.08 Pankdeboard O.Ot7 • Medium ftber4oerd 011 Thin medium density fiberboard 021 All Carpet Installed In the buAding Interbr meets the testing and product requirements of the WOWIrt (ohecir one) 0 Carpet and Rug Institute's Green Label 0 CaAfomla DePartment of Pubic Health Standard Pmclloe for the testing of VOCs ❑ NSF/ANSI 140 at tM Gold Levet 1, 'Y", 0 SNanftfb Cergftoaftons Systema IndoorAdvantage"' Gold 0 No carpet installed on fhb project 1 cerUfy that the information provided on this form Is accurate and that the materials used on this project comply with Section 4.504 (Resktentiao or 5.5U (Non-Residentlaq of the 2010 Callfomia Green Building Standards Code. Pdntn&Ta SOW— Date set COW Nat trpapt ror VOC anb CIVIC SO4 % I ENVIRONMENTAL AIR DUCTS L4 SHALL BE INSTALLED AS 44A 4 i,` 1 ��� ' � I � y 7 Q — --- -- Tr- W 1 6� rye 4� 2 PI-Af:t I.4;�O ALTERNA7,- P�`02 44� 14 STL. P!-'7. WAS.'-�ER Ci' (:,' C. ;,,. <�,� )I- pour" 1/2" X 12" A.B. FOP 1/2" X \k JI 1-� �7 P. % T1. PI - T. A L' /2 'y U-1 F6 T, J A ON f 17 J/ 4 71 -- ---- !'COMPLY WITH CALIFORAIIA ELECTRICAL CODE- ARTICLE 410-8 4- r V4� IISJIT t 4 /--T t, REQUIREMENTS FOR LIGHTINGC f o FIXTURES IN CLOTHES CLOSETS 7, 2010 CRC SECTION R308.4 COMPLY WITH CALIFORNIA r" HAZARDOUS LOCATIONS Glazing i , r'' ELECTRICAL CaoE, ARTICLE installed in dwellings at hazardous V) cli I ; 6 . . .... (D 4G6. 1 1 ALL 7 25 VOLT, 15 AMP 41 D Vk-- I 11X 1 0 Title 24 Requirements energycaions shalcomply lotl 4k4C?11 AND 20 AMP RECEPTACLES SPECIFIED IN i CD 0 4 with the requirements of this s, ART. 2 10.52, INA DWELL/NG UNIT J N :3 Refer to attached (D bl) C EO Requirements SHALL HE TAMPER-RESISTANr 0 a. E 0 certificate of compliance for specific C energy ce �p - I 'a) E ents for this building 4-J -nergy requirements A co > (D NO -.S (UNLESS OTIJER,'A;!S�� SPECIRED, ,A cu E ALL W;NDOk,!V HEADERS SHALL BE D F. 1`40 2 OR FETTER. ca .0 4J 41 E D. F, N 0 0 R El tF. I T E P 2 ALL FRAr NG fAEM-BERS SHAL L 0 F U (�'C 0 NAI E E: P C M , ABOVC P'\/" ENT OR CO'114CRETE L) 1,0 0 3 S SC RFED 1-111ALL BE 2 IN E41 2 .01 41 AND 4"AR.OVE EARTH 0 4. HC,(JSE TO F)E V -PRI-- TO CURRENT CEC REOU!RE!-,1ENT5 0 (n > LL 5. PROVIDE FUEL GAS A' ND ELECTRICAL!,"., tT71C FOR F A U, ROOF 1F APr-LIFS COMERINAT ION ARC-F,A,U1-T INTERRUPTFR RREAKERS t. •[ -FOR dor, -N, BJ*JHRCO� A . LAUNDRY rNI AND GARX-17 C;RCILPTS OTHER THANTHE K) TiCI-11- S- 4-a P^7�0 7, SMOKE DETECTORS SHALL BE HARDA",'IRED !% -' T I 'Y LACK -Up, [I'MC STRAPPING 014 .11", WGI'l -C 2 V) 9 PR 0 VI D E 4 0 G A L W A, T E rx H E AT E R W/ S E r art If 8 ROUTE DRYERZ VENT T0 OUTSIDE AIR F -ER U 'M PLATFORM, 5 20- 16- + II PRC-VIDE14"1111"ATTICA"' ESE (D -'C POLLFI]; BY +1 ;iz 0 0 -IIGH EFFICACY OR LO�,%' FF Y CO',..' Z- I --T t- 11 LIGHTING SHALL BE f �P to/�!P- r oqma I,- 4) C1. &�� �,, Y !N '(0 'L, Lri, VACANCY SENSORS IN 3ATHROOr,4S, E .0 0 K9 - F -A0,1 4--ow-M T-- 2�- 1`4 1 C; #4 �P LA7M It M 50% OF KITCHEN LIGI MNG SHALL BE HiGH EFFIC i�Cy LG'v",' EFFICt`-1CY%%111 il 12 (DR S 0 R' AN, 5 DIP R. 2 G- I C; R C I-',! r S (D - MIANUAL ON/AUT 0 OFF OCCUPANCY SEf r' A y "'ON M 11! CALIFORNIA 3- -Y OP 1.0V%'EFF COMPLY WITH 1 3. 6E-DrLIGHTING SHALL BF HIGH EFFICACY 1 J LTag F E 410-30 & to " i , - C of -.V. CODE -ARTICLE BY VACANCY SENSORS OR PIMMEMS, L 0 ELECTRICAL 7,� co 'ABI -E. INSTAI L INDOOR SPRIINKLEP SYSTEfO PER 2010 CPC. 0 s Lamp holders 14. IF APPLI(- 2 E :3 ��O- t 314.27 (A&D) fixtures securely 15� ALL 0RCUITS H O'NE OR 'ORE RECEPTACLES S711; -LL FE 41 Outlets shall be se 4) I 41� A recePta 113 E. ca cle outle 1201 AMP CIRCUITS WITH 12 GA. W, & Articles I these CEG C env ca 0 r t tor complying with supported 0 rr 16 PROVIDE CO A' ARPVIS INHALLWNY-S LEADING INTO CUT O�: BE ROOMiS & DEDIC `rF co 17 PROV!IDE L - C & � : I �4 5-X FAM LL IX E 02 1 L-4 C^ F 1 0 �4 D CIRCUIT F013 WASHING NIACHIINE. f,Rov!r-)E E I-virm CIRCUITS FOR STOVE/ RANGE AND DRYER CIRCUITS, of � ►-r S� 19. PROVED SEPARATE CIRCUITS FOR THE F,A.L). PACKAGE UNIT ANEW T 1F' I LE COVER ON ROOF, IF AP 'AP SERVICE RECFPTACLE VVI BU813 PLIC E )L +; r,.; F e X A(I 0 APPROVED PLANS AND IA� I 1;olr-TJ PERMIT SHALL BE ON SITE -/V-'\ r's f A L-, C F- -1 A 71 FOR ALL INSPECTIONS f 5 4 '-4 r- " 2 x. 4 , e i C, o c, "15 1 4 e- 1 7 e - r 44�f!!!J. C t J 5 4', f Q F 'L T, 5 7 -1 - f V: A, I:- 7Z�� Y, A-. T co r4 The 2010 CBC, CRC, CMC, CPC, CEC, CGEIC and 2008 California <,77 4 Energy Standards as amended by the \Irn!*� e4,10 Z5 If. I jurisdiction apply to this project -CAW ri 4 lei 0 -IDL1=*1- CA 9-Frlf-4.5 1 , __ -_- BUILDING PtRMIT# 613-1.0,0L� SCALE OR AW N BY C r F -w I ASSESSOR'S PAR iv 2 -:5 - CEL# 90L ATE: REViSED Z FLAf-"l C, The bathroom exhaust fan shall be controlled BUTTE COUNTY DEMOPWENT SERVICES I " I :� with humidistat control capable of adjustment REVIEWED FOR 'between a relative humidity range of 50% to PROVIDE SMOKE DETECTORS/ALARMS 00%. ?0/0 ocnq CODE COMPLIANCE r- DRAWW4S NUMPF9 PROVIDE SEPARATE GROUNDING CONDUCTOR ": I PR AS REQUIRED By 2010 CBC SECTION 907 AND 2010 " DATE ---- o• CRC SECTION R314 N—sy —C -i 1E1 FROM MAIN ELECTRICAL SERVICE PANEL TO PROVIDE CARBON MONOXIDE DETECTORS/ALARMS A REMOTE STRUCTURES AND REMOTE SUBPANELS. CEC ART. 250.32 (D) AS REQUIRED By 2010 CBC SECTION 420.4 AND 2010 CRC SECTION R315. J F =VCKWITWIV I . . UGH "Nu (perminstalled luminaries): Section 150 KITCHEN- High Efficacy OR up to 50% of total wattage can be low efficacy. All high efficacy and low efficacy lighting must be switched separately BATHROOM- High efficacy OR manual -on occupancy sensor GARAGE- High efficacy OR manual -on occupancy sensor LAUNDRY ROOM- High efficacy OR manual -on occupancy sensor UTILITY ROOM- High efficacy OR manual -on occupancy sensor ALL OTHER INTERIOR ROOMS (Except closets < 70sqr. Ft) High efficacy OR manual -on occupancy sensor OR Dimmer OUTDOOR LIGHTING ATTACHED TO BUILDING - High efficacy OR controlled by motion sensor w/manual- on/automatic off switch AND photo control r L. -,t, r r AT t LAP FZP,rf ��F,6TIGO A -A tl,.r - it o,, tz Ur c,. Tfr J v ( o f'-41 Y4� 0 1 L q 7j/ THIS BUILDING INCORPORATES I I i i I t Q-_ Leo) I A RADIANT BARRIER I A-------- 4 t L/ SLOT C t�rzi W %C4 'R /ND 00 AIR 47UAL/7-Y f 'r4 P)�?OVIDE MINIA-WA4 RCIPUIRCA4_111 VENTILATICIN-CALIF-ORNIA EN JUt STANDARDS SECT147j,4 1.5r E-RISY _7 CC, 07W tj R t ep- f r v _- --� - ►_ _ - - -- I ! I ; : L e'.) 44 t— 11, 16—A I VJ 2-1 1K I _rw---------- - PERM!T# C 12. BUTTr, COUNTY IDEMOPMENT SFrVcFs 0■ DATECODE PLIANCLE By 4 --7 0 -A _17—Z", VA 7 c" a 5 0 15 C��- APPROvil'/ey". 'T s v SCALE:- DPAWN BY I � . U DATE; I q,1_5.2_4A!Ew5FD Complete construction Post Debris Recovery final report documentation and V.O.C. See attached- Minimum erosion control and sediment controls for projects disturbing less Compliance Certification submit to Building one acre than Division prior TO Tina[ ouiiding inspection than &T.-7JArsf_ NT L.07 t { t 1 3x0 t � I 1 u ( 1 - ``--• n Com'+J 'F�l P�.l� Para o,-ovv.) WITH r>(xge+O ..t.lVJr-S- �r l AO Ac.-r..t rt L.OT NFPA 58 LPG TANK Lt)CAT10N Minimum dista_nc® from property lines or Structures for ,� Gallons or less, LPG Tank shall b Feet } PROVIDE MINIMUM DISTANCE FROM FOOTING OF STRUCTURE OF 5FT FROM ALL PORTIONS OF PRIVATE SEWAGE DEPOSAL SYSTEM INCUDING SEPTIC TANK, LEACH AREA AND PITS -- (PERMIT M BUTTE COUNTY DEVELOPMENT SER\ACES; REVIEWED FOR CODEtVIPLIANC� DATE,� C1 Z qY gY { r r7,),& C.r, T LOT k { p.. 1 � 11 t t•� 1 11 i TI a ( DEC Y �" Flood Zone;_ C 0 F.I.R.M.:OO�"7� '�� i �_ I X3.20/3