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B16-2568 047-160-040
I , a , BUTTE COUNTY 1045 Twin View Blvd. Redding, CA 96003 (530) 244-6335 (530) 244-1890 fax TRUSS ENGINEERING PACKAGE ICC RESEARCH REPORT NO. ESR —1311 & ESR -1988 IN STRICT ACCORDANCE WITH U.B.C. I.B.C, I.R.C., C.B.C. ANSI NATIONAL STANDARDS, LATEST REVISION INSPECTED BY: NATIONAL INSPECTION ASSOCIATION, INC. Quality Systems Management /National Testing P.O. Box 3426 Gillette, WY 82717-3426 Office & Fax (307) 685-6331 JOB NAME JOB # LOCATION: CUSTOMER: Shadwick- Young Residence 160814 Chico Shadwick-Young ENGINEERED BY: MITEK'USA INC. 250 KLUG CIR Corona, CA 92880 (951) 245-9525 (951) 273-0040 fax ,t�� 2 ERWIF Y� � � [3UTM COUNTY DEVELOPMEN r`.ERVICES REVIEVVED FOR _ CODECOMIR._1�\,�CE DATE0- '13Y I it MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 160814 Shadwick- Young Residence The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Meeks Building Center. Pages or sheets covered by this seal: K2570874 thru K2570876 My license renewal date for the state of California is September 30, 2018. Lumber design values are in accordance with ANSUTPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Q�p�ESSIONq� ZHAo ��cm J C 70068 � EXP. 9-30-2018 Ir / ;;- November 11 92016 Zhao, Xiaoming v. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customer's file' reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSU`TPI 1, Chapter 2. 1 Job Truss Truss Type Qty Pty Shadwick Young Residence -0.06 Rep Stress incr YES , Code IBC2015/TP12014 Vert(CT) K2570874 160814 t Al Common 9 1 6 n/a n/a Job Reference (optional) 0%^Ar% •l�T_t_ ■_J_1_�� t_— t'—� &t___ II IA_P"I_rI AAI/► meeks lumber, redding V.v IV J nPI LV GV IV IVII 1 Gr% II IUUQL111UJ, a 111 IVV1/ I I LV IV rayC I ID:tnHmEZoOCPQgQiJmlBkt5mzchuk-6vfC5Obx91WPtzhfYWA2SvQ1 uMmMDOKil c5_uFyKFM2 4-10-2 9-8-4 14-6-6 19-4-8 22-4-8 3_p..0 4-10-2 4-10-2 4-10-2 4-10-2 3-0-0 Scale = 1:40.7 4x4 = 4 447.14 --' 6-5-8 12-11-0 19-4-8 6-5-0 6-5-8 6-5-8 Plate Offsets X — 2:0-1-14 Ede 6:0-1-14 Ed g LOADING (pso TCLL 20.0 (Roof Snow --20.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 CSI. TC 0.39 BC 0.28 WB 0.07 Matrix -AS DEFL. SPACING- 2-0-0 (loc) Plate Grip DOL 1.15 L/d Lumber DOL 1.15 -0.06 Rep Stress incr YES , Code IBC2015/TP12014 CSI. TC 0.39 BC 0.28 WB 0.07 Matrix -AS DEFL. in (loc) Udefl L/d Vert(LL) -0.06 8-9 >999 240 Vert(CT) -0.22 8-9 >999 180 Horz(CT) 0.05 6 n/a n/a PLATES MT20 Weight: 81 Ib LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid celing directly applied. WEBS 2X4 DF No.1 &Btr G REACTIONS. (1b/size) 2=95510-3-8, 6=955/0-3-8 Max Horz 2=45(LC 12) Max Uplift 2=202(LC 14), 6=-202(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=17141248, 3-4=15061207, 45=-15061207, 5-6=1714/247 BOT CHORD 2-9=147/1589, 8-9=-76/1084,6-8=-177/1589 WEBS 4-8=24/479, 5-8=-035/114, 4-9=-24/479, 3-9=3351114 t NOTES - 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) -3-0-0 to 0-0-0, Interior(1) 0-0-0 to 9-8-4, Exterior(2) 9-8-4 to 12-8-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category]1; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs 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. 6) * 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. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) 2=202,6=202. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and V2" gypsum sheetrock be applied directly to the bottom chord. WARWNG - Verily des/gn parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE Design valid for use only vAth MMeM connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verify the appficabitity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckrmg of individual truss web and/or chord members only. Additional temporary and permanent bracing GRiP 2201195 FT = 20% T Q�pFESS1pNq� ZHA o ��cm J C 70068 � N �f �•� F,'� i'✓_� •. ?fie_-� ar*� November 11,2016 meeks lumber, redding 4-10.2 4-10-2 am 4-10-2 V.V i V A rlr./'L.%.- LV . V ■.1. ...v. . .. . - . . .r.v ..v- w . v . vw . ID:tnHmEZoOCPQgQIJmlBkt5mzchuk-a5DaiMbZv'3eGV7F45DhH?6yEsm5lyrSrGGrYQiyKFM1 14-6-6 1 19-4-8 , KFS K. 4-10-2 4-10-2 Scale =1:31.5 4x6 = 4x4 = 4X4 — = 4x6 LOADING (psf) TCLL 20.0 (Roof Snow --20.0) TCDL 10.0 BCLL 0.0 a m SPACING- Truss Truss Type Qty Ply Shadwick- Young Residence Job YES Code IBC2015ITP12014 >999 240 K2570875 160814 AID COMMON 1 Horz(CT) 0.05 5 n/a n/a Job Reference o tional n n.0 n .. 1%— AA rfA,f n a 01.r— I.,rl..r•4rir.r• Inn Cr; Alrw 4 4 47•T.A•1•.7 7r14 r- Onnn 4 meeks lumber, redding 4-10.2 4-10-2 am 4-10-2 V.V i V A rlr./'L.%.- LV . V ■.1. ...v. . .. . - . . .r.v ..v- w . v . vw . ID:tnHmEZoOCPQgQIJmlBkt5mzchuk-a5DaiMbZv'3eGV7F45DhH?6yEsm5lyrSrGGrYQiyKFM1 14-6-6 1 19-4-8 , KFS K. 4-10-2 4-10-2 Scale =1:31.5 4x6 = 4x4 = 4X4 — = 4x6 LOADING (psf) TCLL 20.0 (Roof Snow --20.0) TCDL 10.0 BCLL 0.0 a m SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015ITP12014 CSI. TC 0.31 BC 0.37 WB 0.07 Matrix -AS 12-11-0 DEFL. in god) I/deft L/d PLATES GRIP Vert(LL) 0.07 7 >999 240 MT20 2201195 Vert(CT) -0.22 6-7 >999 180 Horz(CT) 0.05 5 n/a n/a Weight 72 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD WEBS 2X4 DF No.1 &Btr G REACTIONS. (ib/size) 1=775/0-3-8,5--77510-3-8 Max Horz 1=34(LC 40) Max Uplift 1=-913(LC 43)1 5=-913(LC 44) Max Grav 1=1295(LC 60), 5=1295(LC 59) FORCES. 0b) - Max. Comp./Max_ Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3451/2615, 2-3=-242311418, 3-4=242311429, 4-5=-3451/2622 BOT CHORD 1-7=-245613211, 6-7=-972/1633, 5-6=2454/3211 WEBS 3-6=-90/54214-6=-368115513-7=-88/54212-7=-3681161 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf, BCDL=4.8psf, h=25ft; B=45f1; L=24f; eave=4ft; Cat 11; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-8-4, Exterior(2) 9-8-4 to 12-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL ---1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category.I1; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 tag by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) 1=91315=913. 8) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 19-4-8, 0-0-0 to 19-4-8 for 125.0 plf. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and WE gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE flSll•74T3 rev. 1 UJID3/20t 5 BEFORE USE. 41— Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the biding designer must verify the applicablity of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ILO 4�pFESS10N, ZHq p ��c� J C 70068 � November 11,2010 awl an F-. VI= hhi NOW an Job Truss Truss Type Qty Ply Shadvricic Young Residence K2570876 160814 A2 Common Supported Gable 1 1 Job Reference (optional) Vert(CT) -0.04 15 A /1A A — A -- AA AAA in t A:Twli Iwd. awiriwe• 1a1w Cri AI/1l1 44 4 •i•rw.r,4 13M Li D7P■A 4 meeks lumber, In 0 1 redding LTi am Z V.V 1 V J #—%Fj LV LV I V IyI1 I ■..I% II I%A%AJ\a 1%"F, 1 ay. ■ a a a — . a ■ ■ — ..vv -- . — . ....J. — . ID�nHmEZoOCPQgQIJmlBkt5mzchuk 2HmyWcCgNm76GgGfwCVTfKVM7AVGhle Vwa5y8yKFMO 19-4-8 224-8 9-84 3-M 4x4 -- 7 7 8 9 Scale =1:40.7 19-8 19-4-8 Plate Offsets 8:0-2-0 Ed e LOADING (psf) TCLL 20.0 (Roof Snow --20.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress incr YES Code iBC2015ITP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G OTHERS 2X4 DF No.1&Btr G REACTIONS. All bearings 19-4-8. CS1. TC 0.40 BC 0.13 WB 0.01 Matrix -S DEFL. in (loc) I/deft L/d PLATES GRiP Vert(LL) 0.01 15 n/r 120 MT20 2201195 Vert(CT) -0.04 15 n/r 120 Horz(CT) 0.00 14 nla n/a Weight 88 Ib FT = 20% BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. (lb) - Max Horz 2--45(LC 12) Max Uplift Ail uplift 100 Ib or less at joints) 22, 23, 24, 25, 19, 18, 17, 16 except 2=186(LC 14)1 14=186(LC 14) Max Grav All reactions 250 lb or less at joints) 21, 22, 23, 24, 25, 20,19, 18, 17, 16 except 2=401(LC 19), 14=401 (LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. r NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; 13=45ft; L=24ft; eave=2f ; Cat 11; Exp C; enclosed; MWFRS (directional) and C -C Comer(3) -3-0-0 to 040-0, Extedor(2) 0-0-0 to 9-8-4, Comer(3) 9-8-4 to 1248-4 zone; cantilever left and right exposed ; end vertical left and right exposed;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 ANSI/TPI 1. 3) TC LL.* ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially 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 20.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load 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) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 22, 23, 24, 25, 191 18, 17, 16 except at --lb) 2=186, 14=186. r , WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11--7473 rev. 10/03/7015 BEFORE USE This design is based only upon parameters shown, and is for an individual building component, not Design valid for use only with MTetc® connectors. a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing LO I� I 0 Q�pFESSIp��� ZNAo J C 70068 � EXP. 9-30-2018 _ N IVIk- OF OF cAo� November 11,209 6 1 t Symbols PLATE LOCATION AND ORIENTATION 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. 0.�Jev W_ For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. ftumw,,,,.., This symbol indicates the amwwwwmv required direction of slots in connector plates. * Plate location details available in MiTek 20120 software or upon request, PLATE SIZE The first dimension is the plate width measured perpendicular 4 x dimension is to slots. Second dIm n the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System L 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 2 TOP CHORDS K3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED 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: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -13971 ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 4 2012 MiTek® All Rights Reserved _ r ar� r . _',o.,•�+,•,r,v,.s�er �:C � f,*l�Itrw'S's r+�avv±�. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 r E �I j General Safety N, otes i i E_ Failure to Follow Could Cause Property ' Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss 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 joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 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 truss 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 purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 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. 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. 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 ANSIrrPI 1 Quality Criteria. MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE 00 0 )�flQ O DO O OO a MiTek USA, Inc. BRACE BAY SIZE A 10'-0" 1610 12'-0" 1342 14'-0" 1150 16'-0" 1 1005 18'-0" 894 20'-0" 805 MTek USA, Inc. Page 1 of 1 MAXIMUM TRUSS WEB FORCE (Ibs.) (See note 7) 2411O.C. 48"O.C. 72" O.C. BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE B C D A B C D C D Vit. 't• .t. e.• ,rF - -- .'•• :`- t. . 2829 1886 1886 - .i. 1572 1572 2358 ~`'' `` 3143 3143 4715 4715 7074 021 1347 1347 - - : - •:` "Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL 1 X 4 IND. 45 SP 2 THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE A -OR- 3 MATERIAL, AND SHALL MATERIAL INST MUSTBE©N SUCH A M SUCH THATE SIZE D GRADE R RI 4TERSECTS WEB MEMBERS R, AS THE LATERAL BRACE 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX_ 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-Sd (0.131'52.5') FOR 1x4 BRACES, 2-10d (0.131'x 3') FOR 2x3 and 2x4 BRACES, AND 3-104 (0.131X3') FOR 24 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131'X25") NAILS FOR 1x4 LATERAL BRACES. 2-10d (0.131X3") NAILS FOR 20 and 2x4 LATERAL BRACES, AND 3-10d (0.131'x3") FOR 2x6 LATERAL BRACES. B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST SPF, DF, HF, OR SP ) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND SCSI 1 ( GUIDE TO GOOD PRACTICE FOR HANDLING, INSTAWNG 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE www sbdndustry.com and www1pinstorg D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE 8. TABULATED VALUES ARE BASED ON A DOL =1.15 FOR STABILIZERS: FOR A SPACING OF 24" O.C. ONLY, MITEK "STABILIZER- TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A. B. C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE "STABILIZER" ..__ --. .— ...w—.. . .T./\.. .•....,_r A&.tom P'.,•1n * AT1f1Lf. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) ` TRUSS WEB Q OESS/QN MEMBERS This information Is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability ILL! C 60384 � of the overall roof system. The method shown here is just one. method that can be used to provide stability against web buckling. P. 06130/16 FopCA r'r4 December 10,201 _ - - at`m�t~n and J,�iFSO; f r.7S�J. If: * G�� ��{T:!' EF.YI�Ff:a F?I-T+73 r��, d%LgJ.?ii�i..� U=•�.,'�_ L h - E. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 0 0-0- AppricabTity of design parameters and proper incorporation of component is responsibility of building designer - not truss designer_ Bracing shown F' 1'1 Is for lateral support of individual web members only. Additional temporary bracing to insure stab+Tity during construction is the responsbiflity of the •_ f. R ----•-- . �_._,:-- ----_. ��_:__ _..�_ _..__ �._�.� :_ .�-------_ L:��. _... _ tom,:__ .,_- _-----------. -- --a--- a G 1179 1179 1768 2358 2358 3536 .= 1048 1048 1572 ' : ,•. =;__ - - -.;; r.r -: 3143 4715 , _ _ - _ _ `` "�'=' 943 943 1414 1886 1886 2829 "Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL 1 X 4 IND. 45 SP 2 THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE A -OR- 3 MATERIAL, AND SHALL MATERIAL INST MUSTBE©N SUCH A M SUCH THATE SIZE D GRADE R RI 4TERSECTS WEB MEMBERS R, AS THE LATERAL BRACE 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX_ 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-Sd (0.131'52.5') FOR 1x4 BRACES, 2-10d (0.131'x 3') FOR 2x3 and 2x4 BRACES, AND 3-104 (0.131X3') FOR 24 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131'X25") NAILS FOR 1x4 LATERAL BRACES. 2-10d (0.131X3") NAILS FOR 20 and 2x4 LATERAL BRACES, AND 3-10d (0.131'x3") FOR 2x6 LATERAL BRACES. B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST SPF, DF, HF, OR SP ) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND SCSI 1 ( GUIDE TO GOOD PRACTICE FOR HANDLING, INSTAWNG 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE www sbdndustry.com and www1pinstorg D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE 8. TABULATED VALUES ARE BASED ON A DOL =1.15 FOR STABILIZERS: FOR A SPACING OF 24" O.C. ONLY, MITEK "STABILIZER- TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A. B. C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE "STABILIZER" ..__ --. .— ...w—.. . .T./\.. .•....,_r A&.tom P'.,•1n * AT1f1Lf. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) ` TRUSS WEB Q OESS/QN MEMBERS This information Is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability ILL! C 60384 � of the overall roof system. The method shown here is just one. method that can be used to provide stability against web buckling. P. 06130/16 FopCA r'r4 December 10,201 _ - - at`m�t~n and J,�iFSO; f r.7S�J. If: * G�� ��{T:!' EF.YI�Ff:a F?I-T+73 r��, d%LgJ.?ii�i..� U=•�.,'�_ L h - E. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 0 0-0- AppricabTity of design parameters and proper incorporation of component is responsibility of building designer - not truss designer_ Bracing shown F' 1'1 Is for lateral support of individual web members only. Additional temporary bracing to insure stab+Tity during construction is the responsbiflity of the •_ f. R ----•-- . �_._,:-- ----_. ��_:__ _..�_ _..__ �._�.� :_ .�-------_ L:��. _... _ tom,:__ .,_- _-----------. -- --a--- a G JANUARY 1, 2009 MiTek USA, Inc. T -BRACE / I -BRACE DETAIL Note: T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d 8" O.C. 2x4 or 2x6 or 2x8 16d 8" O.C. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) M# Nails Nails Nails We ►tom I -Brace k. ST - T -BRACE MiTek USA, Inc. Page 1 of 1 Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 {*} T -Brace 1x4 (*) I -Brace 2x6 1 x6 {*) T -Brace 2x61 -Brace 2x8 2x8 T Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T Brace 2x4 I -Brace 2x6 2x6 T -Brace 2x61 -Brace 2x8 2x8 T -Brace 2x8 I -Brace pFESS/0, 9� �C 60384 � SOF C T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to ##2 with 1X bracing material, use IND 45 for-143M1� � e10 IT ■1 •• r1 r ,. .. _._ .,. ..,.�... .,-.:...- _....,_—_..,,._... � ,,_:.... .. __ __-__ ....... .:., _.:,■� .. _./tet'+ .• - • .__... ■ _ _ _. t. � - -' � - - .r� �y +�.�__ �-vY.�.r.r..^..^rr•w�.•'�r•-......rr-a✓:a.i.r—�•-r.+wvv--�w��r�+r—.-`�+r- y�.r+--rs`► _ _ - _ __ ' ___ — _ R ♦ 4�l'.�ciiiia�I - ■ tl�i�rr pararr;� rs and RD T. EA%J -S 0A! Tr, 3 / ).T it,ZIUMEDi t11&T. -MierA-- )i' �Mai.M I- :; I -EG 2711 t} t.•►'3'C,203 a Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Appricabiiity of design parameters and proper incorporation of component is responsbTity 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 responsibiiGty of the «.1.- • .t-!:L•��...t ."��.-..-.....1 L-.-..5.. .. ...[ iL .. ..-...-SII-1�.�3. .-� S- ALS ��-��--:U.:GL. ..[ i4 .. t...•t.I:.-� J�� �..�- t-��—..��-�.t —..S .i.-�. w.. -... .. �..i:.. .. 0109 JANUARY 1, 2009 fl Q (9) EU—ua MTek USA, Inc. L -BRACE DETAIL Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" O.C. 2x4, 6, or 8 16d 8" O.C. Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) OWN Nails ST - L -B RAC E MTek USA, Inc. Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. V VCU L -Brace must be same species grade (or better) as web member. Page 1 of 1 L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracin Web Size I 1 1 2 2x3 or 2x4 I 1x4 1* 2x6' 1x6 2x8 2x8'` "* DIRECT SUBSTITUTION NOT APLICABLE. L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size I 1 I 2 2x3 or 2x4 2x4 2x6 2x6 2x8 1 2x8 1* *** DIRECT SUBSTITUTION NOT APLICABLE 'nrap` X -PAG !" TI 1-173 r,s 1 � 1010E .�EUS� _..-� J I ' Design vafd for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. AppllcabTity of design parameters and proper incorporation of component is responsWi ffy of building designer- not tnm designer. Bracing shown ` is for lateral support of individual web members only. Additional temporary bracing to insure stab7ty during construction is the responsibility of the �a c_ ate..�.r-- OQ�pFESS/pNgl �P C 60384 rn� 00116 rN 01 December 10,201 V JANUARY 1, 2009 00 0 000 000 a MiTek USA, Inc. SCAB -BRACE DETAIL Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T -Brace) is impractical. Scab must cover full length of web +/- 6". *** THIS DETAIL IS NOT APLICABLE WHEN BRACING IS *** REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (31' X 0.131"} NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. Web 2500 lbs Scab -Brace must be same species grade (or better) as web member. o "' sx T M. �� �,:�Ftry�'t, -T4Bns ZJTa/2Vj0r2G7 �J � Of. Tri3.[FD Fi77='t fP ... Design vafid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. ApplicabiTty of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of incrMdual web members only. Additional temporary bracing to insure stabTty during construction is the responsiblGty of the • JJ'.W. -&St.- ......-p:-/L_ -�-���-'4.:t1. �l t<. .. L-22-2:-- J:-- r--..���--� .... .: J...��� --�+r.-- ST -SCAB-BRACE MiTek USA, Inc. Page 1 of 1 •• /QRpFESS/pN l CD �C 60384 �rn Wn r.. .F— F December 10,201 May 24, 2012 � n00 v I�Q � a Mi i-ek USA, Inc. Standard Gable End Detail DIAGONAL BRACE 4'-0" O.C. MAX - Diagonal Bracing Refer to Section A A Typical x4 L -Brace Nailed To 2x Verticals W110d Nails, 6" O.C. Vertical Stud X'400e� SECTION B -B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss - L -Bracing Refer to Section B -B Vertical Stud (4) -16d Common Wire Nails - (2) -10d Common Wire Nails into 2x6 SECTION A A SEE INDIVIDUAL MITEK ENGINEERING DRAWINGS FOR DESIGN CRITERIA NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4)10d NAILS THROUGH 2x4. (REFER TO SECTION A A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FIAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. 3x4 = 24" Max ST -G E 130-S P MiTek USA, Inc. Nage 1 of z DIAGONAL 16d Common Wre Nails Spaced 6" o.c. —2x6 Stud or 2x4 No.2 of better Typical Horizontal Brace Nailed To 2x Verticals 2x4 tud w/(4) -10d Common Nails PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) -10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) -1Qd COMMON WIRE NAILS. (4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Roof Sheathing 1'-3" Max. Diag. Brace at 1/3 points -,,,,s if needed Minimum Stud Size Species and Grade Stud- Spacing Without Brace 9x4 L -Brace 2x4 L -Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 1/3 POINTS Maximum Stud Length 2x4 SP No. 3 / Stud 12" O.C. 4-0-7 4-5-6 6-3-8 8-0-15 12-1-6 2x4 SP No. 3 / Stud 16" O.C. 3-8-0 3-10-4 5-5-6 7-4-1 11-0-1 2x4 SP No. 3/ Stud 24" O.C. 3-0-10 1 3-1-12 4-5-6 1 6-1-5 9-1-15 Diagonal braces over 6'-3" require a 2x4 T Brace attached to one edge. Diagonal braces over 12'-611require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of diagonal length. MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY If BUILDING EXPOSURE B or C ASCE 7-98, ASCE 7-02, ASCE 7-05 130 MPH ASCE 7-10 160 MPH DURATION OF LOAD INCREASE :1.60 End Wall STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. CONNECTION OF BRACING IS BASED ON MWFRS. I) / �russlis @ 24" 0. C. Nj / 2x6 DIAGONAL BRACE SPACED 48" O.C. / ATTACHED TO VERTICAL WITH (4) -16d / COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) -10d COMMONS. HORIZONTAL BRACE (SEE SECTION A -A) , s� roZQ/lt�EU� ; fi pamina=rand rSO Design valid for use only with Wek connectors. This design is based only upon parameters shown, and is for an individual building component. AppficabTty 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 responsbilfity of the w-..-�-- • J -t s& - -...--" t- l4---...---:L:t'l. -Z 1L- t-. 43-.r..- - j--.---- 9----•-----.t-...:-8-------J'-- oQ�pFESS/p�9 l �P C 60384 rn� �CP.06130I16;. _OF � , Off`' December 10,201 tj JULY 11, 2011 00 =0[j 17a MiTek USA, Inc. LATERAL TOE -NAIL DETAIL ST -TOENAIL R� MTek USA, Inc. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES FOR MEMBERS OF DIFFERENT SPECIES. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) -16d NAILS (A 62" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (lb/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity 3 45 DEGREE ANGLE BEVEL CUT J SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE SQUARE CUT SIDE VIEW (2x4) 3 NAILS ---� NEAR SIDE =----I FAR SIDE NEAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE FAR SIDE NEAR SIDE ---i FAR SIDE • SIDE VIEW (2x3) 2 NAILS NEAR SIDE FAR SIDE Page 1 of 1 SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE FESS/o� C 00384 In OC ;10 XR 006/30116 . Decembor 10 2N, C.:tl_.dva,4.3v:r;.l.ri' vC�.e�i���.'�Si?1j�ui�itc`�?l���T1 7ii�ii�.'-l'��1��/��'..�o�l i (. * .� ......��._ .......................... _.._.......... � �•:�., Design void for use o ,.TSI,• �.f.J 7;, U?F !� ,_,. {' c .. - �A�"� r �' ��i7� r �• 1 j j�rJl� t~-10::FUS �,. ..... 4, , ..:. my with MTek connectors. This design is based only u ApplicabTty of design parameters and proper in Pon parameters shown, and is foron individual bu"ildirtg component. .� • ` pr pe corporation of component is responsfib city of building designer - not truss designer. Bracing shown N. 3 tiq Is for lateral support of Ind' web '"" w --- ----j-- members only. Additional temporary bracing to insure stabiC �'""" _t 1L ty during construction IS the responsbfillity of the "s i......,.,. I TOE -NAIL SINGLE SHEAR VALUES PER NDS 2005 (lb/nail) DIAM. SP DF HF SPF SPF -S z .131 88.1 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 .162 118.3 108.3 93.9 91.9 802 z .128 84.1 76,.9 66.7 65.3 57.0 .131 88.1 80.6 69.9 68.4 59.7 N .148 106. 6 97.6 1 84.7 1 82.8 1 72.3 .'120 73.9 57.4 50.1 Z p .128 84.1 76.9 66.7 65.3 57.0 o .131 88.1 80.6 69.9 68.4 59.7 M .148 106.6 97.6 84.7 82.8 72.3 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) -16d NAILS (A 62" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (lb/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity 3 45 DEGREE ANGLE BEVEL CUT J SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE SQUARE CUT SIDE VIEW (2x4) 3 NAILS ---� NEAR SIDE =----I FAR SIDE NEAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE FAR SIDE NEAR SIDE ---i FAR SIDE • SIDE VIEW (2x3) 2 NAILS NEAR SIDE FAR SIDE Page 1 of 1 SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE FESS/o� C 00384 In OC ;10 XR 006/30116 . Decembor 10 2N, C.:tl_.dva,4.3v:r;.l.ri' vC�.e�i���.'�Si?1j�ui�itc`�?l���T1 7ii�ii�.'-l'��1��/��'..�o�l i (. * .� ......��._ .......................... _.._.......... � �•:�., Design void for use o ,.TSI,• �.f.J 7;, U?F !� ,_,. {' c .. - �A�"� r �' ��i7� r �• 1 j j�rJl� t~-10::FUS �,. ..... 4, , ..:. my with MTek connectors. This design is based only u ApplicabTty of design parameters and proper in Pon parameters shown, and is foron individual bu"ildirtg component. .� • ` pr pe corporation of component is responsfib city of building designer - not truss designer. Bracing shown N. 3 tiq Is for lateral support of Ind' web '"" w --- ----j-- members only. Additional temporary bracing to insure stabiC �'""" _t 1L ty during construction IS the responsbfillity of the "s i......,.,. I - .::,: I ;,]� r: �: -- .Fi j• - C-- .1. t7! � 1-f -;z- C' '. .. . , �! - (! • " " r7 -1- T-. ,.7 I- . - - ,� Q � ,- .i C:; t I , !, cl * w 97 r �! i 4.� t.�� , -, t- '? - ,;�ll �- -� . oll - -1 .-�, ? , k. � . !"o - , I 71 t� . j ) .�- 14�. — r I lu r Z: c " I ,� r -t .!� .�,.;•. ; I 6,5. 4�� ;_1 -1 , 12 11 c4 .; f - � T-% .1 "t. " �u 9 . ;-3 �i r- I 1. .!-� " - 1�-, " -U-. , 42 == - .!�� f:j s T7 -, ". , .t z � O', - !n. i. 11 , I., " 11. .*,7 P, tt -, .1. , P, . 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Lassen Ave. #140 Chico, CA 95973 (530) 891-1889 Report Prepared by: Max Ramirez 22189 Samson Ave. Corning, CA 96021 (530) 321-7242 Job Number: a nirr, JiS, tb'�5 � R" 102616 -Young (LH) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Date: CODE COMPLIANCE By �w��— 10/27/2016 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 6. by EnergySoft User Number. 5733 ID: 102616 -Young (LH) 0 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 12:53, Thu, Oct 27, 2016 Input File Name: 102616 -Young (LH).ribdx CF1 R -PRF -01 Page 1 of 7 GENERAL INFORMATION 01 Project Name Residential Building 02 Calculation Description Title 24 Analysis 03 Project Location 5581 California St. 04 City Chico 05 Standards Version Compliance 2015 06 Zip Code 95973 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 90 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 1208 15 Number of Zones 2 16 Slab Area (ft2) 1208 17 Number of Stories 1 18 20 Addition Cond. Floor Area Addition Slab Area (ft2) 350 350 19 21 Natural Gas Available Glazing Percentage (%) No 12.1% COMPLIANCE RESULTS 01 1 Building Complies with Computer Performance 02 1 This building DOES NOT require HERS Verification ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 70.94 69.90 1.04 1.5% Space Cooling 85.14 83.61 1.53 1.8% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 37.99 37.99 0.00 0.0% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 194.07 191.50 2.57 1.3% Registration Number: 216-A0402505A-000000000-0000 Registration Date/Time: 2016-10-27 13:41:03 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-27 12:54:51 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 - Project Name: Residential Building R Calculation Date/Time: 12:53, Thu, Oct 27, 2016 Page 2 of 7 Calculation Description: Title 24 Analysis Input File Name: 102616 -Young (LH).ribdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED 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: • --None-- Cooling System Verifications: • -- None -- HVAC Distribution System Verifications: • --None -- 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. ' 02 Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)* 272.00 264.94 7.06 2.6% * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling- Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 1208 1 2 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone 1 Existing Conditioned HVAC System1' 858 8 DHW Sys 1 Zone 2 New Conditioned HVAC Systeml 350 8 Registration Number: 216-A0402505A-000000000-0000 Registration Date/Time: 2016-10-2713:41:03 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-27 12:54:51 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 12:53, Thu, Oct 27, 2016 Calculation Description: Title 24 Analysis Input File Name: 102616 -Young (LH).ribdx CF1 R -PRF -01 Page 3of7 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft) Window &Door Area (ft2) Tilt (deg) Status Verified Existing Condition Front Wall Zone 1 Existing Wall R-11 1978-1991 90 Front 264 70 90 Existing No Left Wall Zone 1 Existing Wall R-11 1978-1991 180 Left 208 18 90 Existing No Rear Wall Zone 1 Existing Wall R-11 1978-1991 270 Back 108.6 9 90 Existing No Right Wall Zone 1 Existing Wall R-11 1978-1991 0 Right 208 32.6 90 Existing No Roof Zone 1 Existing Roof R-19 1978-2012 Insect Screen (default) Existing 858 Window 5 Rear Wall 2 (Back -270) Existing No Left Wall 2 Zone 2 New R-15 Wall 180 Left 144 0 90 New N/A Rear Wall 2 Zone 2 New R-15 Wall 270 Back 155.3 20 90 New N/A Right Wall 2 Zone 2 New R-15 Wall 0 Right 144 33.3 90 New N/A Roof 2 Zone 2 New R-38 Roof Attic 350 New N/A ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Zone 1 Existing Attic RoofZone 1 Existing Ventilated 4 0.1 0.85 No No Existing No Attic Zone 2 New Attic RoofZone 2 New Ventilated 4 0.1 0.85 No No New No WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition Window Front Wall (Front -90) ---- ---- 1 50.0 0.55 0.67 Insect Screen (default) Existing No Window 2 Left Wall (Left -180) ---- ---- 1 18.0 0.30 0.23 Insect Screen (default) New N/A Window 3 Rear Wall (Back -270) ---- ---- 1 9.0 0.55 0.67 Insect Screen (default) Existing No Window 4 Right Wall (Right -0) ---- ---- 1 16.0 0.55 0.67 Insect Screen (default) Existing No Window 5 Rear Wall 2 (Back -270) ---- ---- 1 20.0 0.30 0.23 Insect Screen (default) New N/A Window 6 Right Wall 2 (Right -0) ---- ---- 1 33.3 0.30 0.23 Insect Screen (default) New N/A Registration Number: 216-A0402505A-000000000-0000 Registration Date/Time: 2016-10-27 13:41:03 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-10-27 12:54:51 :SIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation Date/Time: 12:53, Thu, Oct 27, 2016 lysis Input File Name: 102616 -Young (LH).ribdx CF1 R -PRF -01 Page 4 of 7 OPAQUE SURFACE CONSTRUCTIONS 02 03 04 05 06 Side of Building Area (ft) U -factor Status Verified Existing Condition Front Wall 20.0 0.50 Existing No Right Wall 16.6 0.50 Existing No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 09 Name Zone Total Cavity Winter Design Edge Insul. R -value Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 98.6 None 0.8 No Existing No • Cavity/ Frame: no insul. / 2x4 Top Chrd Zone 2 New 350 55.4 2x4 Top Chord of Roof Truss @ 24 0.8 No Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 1 Existing Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity/ Frame: R-11 / 2x4 Wall R-11 1978-1991 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 11 0.110 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below Cavity / Frame: R-9.1 / 2x4 Roof R-19 1978-2012 attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 19 0.049 • Over Ceiling Joists: R-9.9 insul. • Cavity/ Frame: no insul. / 2x4 .Top Chrd 2x4 Top Chord of Roof Truss @ 24 • Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 2 New Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity / Frame: R-15 / 2x4 R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.095 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below Cavity / Frame: R-9.1 / 2x4 R-38 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Heated Status Verified Existing Condition Slab Zone 1 Existing 858 98.6 None 0.8 No Existing No Slab 2 Zone 2 New 350 55.4 None 0.8 No New No Registration Number: 216-A0402505A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-10-27 13:41:03 Report Version - MR -08162016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-10-27 12:54:51 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 12:53, Thu, Oct 27, 2016 Input File Name: 102616 -Young (LH).ribdx C F 1 R -PRF -01 Page 5 of 7 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 --- WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction N Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Existing No 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) DHW Heater 1 Electric Resistance Small Storage 50 0.93 EF 4500 -watts 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 Heating System Cooling System Distribution Fan Floor Area Verif Name System Type Name Ducted Name Ducted System System Served Status C HVAC System1 Other Heating and Heating Yes Cooling Yes Air Distribution HVAC Fan 1208 Existing Cooling System Component 1 Component 1 System 1 1 Registration Number: 216-A0402505A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-10-27 13:41:03 Report Version - CF1R-08162016-433 HERS Provider: Report Generated at: 2016-10-2, TE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ne: Residential Building Calculation Date/Time: 12:53, Thu, Oct 27, 2016 i Description: Title 24 Analysis Input File Name: 102616 -Young (LH).ribdx CFI R -PRF -01 Page 6 of 7 TING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 Electric - All electric heating systems other than heat pump --- )LING SYSTEMS 01 02 03 04 05 06 07 02 03 Efficiency 05 Multi -speed 07 Name System Type, EER SEER Zonally Controlled Compressor HERS Verification I Component 1 SplitAirCond - Split air conditioning 11.7 13 No No N/A Name system Duct Leakage R -value Location Location Bypass Duct HVAC - DISTRIBUTION SYSTEMS Q1 02 03 04 05 06 07 08 09 10 SFam IAQVentRpt 0 Default Insulation Supply Duct Return Duct Verified Existing HERS Name Typed Duct Leakage R -value Location Location Bypass Duct Status Condition Verification Air Distribution Ducts located in attic. (Ventilated and Existing (not 6.0 Attic:. Attic None Existing No N/A System 1 Unventilated) specified) IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number: 216-A0402505A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-10-27 13:41:03 Report Version - CF1R-08162016-433 HERS Provider: CaICERTS Inc. Report Generated at: 2016-10-27 12:54:51 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 12:53, Thu, Oct 27, 2016 Calculation Description: Title 24 Analysis Input Fite Name: 102616 -Young (LH).ribdx 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: Max Ramirez CWax L2a127irez Company: Signature Date: Golden Sun Designs 2016-10-27 13:41:03 Address: CEA/HERS Certification Identification (If applicable): 22189 Samson Ave N/A City/State/Zip: Phone: Corning, CA 96021 530-321-7242 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: . LWax LRamirez Max Ramirez Company: Date. Signed: Golden Sun Designs 2016-10-27 13:41:03 . Address: License: 22189 Samson Ave N/A City/State/Zip: Phone: Corning, CA 96021 530-321-7242 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-A0402505A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-10-27 13:41:03 Report Version - CF1R-08162016-433 HERS Provider: CaICERTS Inc. Report Generated at: 2016-10-2712:54:51 11 RESIDENTIAL MEASURES SUMMARY RMS -'I Project Name Addition Building Type ❑ Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/27/2016 Project Address 5581 California St. Chico California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,208 Addition 350 # of Units 1 INSULATION Construction Type Cavity Area �- (ft) ' Special Features Status Wall Wood Framed R 11 699 Existing Door Opaque Door Roof Wood Framed Attic - no insulation R 19 37 858 Existing Existing Slab Unheated Slab -on -Grade - no insulation 858 Perim = 99' Existing Wall Wood Framed R 15 - 510 New Roof Wood Framed Attic Slab Unheated Slab -on -Grade R 38 - no insulation 350 350 Perim = 55' New New FENESTRATION .Orientation Area(ft) Total Area: 146 Glazing Percentage: 12.1 % New/Altered Average U -Factor: 0.30 U -Fac SHGC Overhang Sidefins Exterior Shades Status Front (E) 50.0 0.550 0.67 none none Bug Screen Existing Left (S) 18.0 Rear (W) 9.0 0.300 0.23 none 0.550 0.67 none none Bug Screen none . Bug Screen New Existing Right (N) 16.0 0.550 0.67 none none Bug Screen . Existing Rear (W) 20.0 0.300 0.23 none none Bug Screen New Right (N) 33.3 0.300 0.23 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Electric 3.40 HSPF Split Air Conditioner 13.0 SEER Setback Existing HVAC DISTRIBUTION Location Heating Cooling HVAC System Ducted Ducted Duct Duct Location R -Value Status Attic 6.0 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 EnergyPro 6. by EnergySoft User Number. 5733 1D: 102616 -Young (LH) Page 10 of 15 I 2013 Low -Rise Residential Mandatory Measures Summary NOTE. 'Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the ,-mmnlin»l-o nnnfnarh ».cPd_ Frcpntinns may annly_ Review the respective code section for more information. Building Envelope Measures: § 110.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain § 110.6(a)5: Coefficient SHGC , and infiltration that meets the requirements of § 10-111 (a), § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the i § 110.8 (): installation of a cool roof is specified on the CFIR. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. § 150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. Minimum R 13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U- § 150.0(c): factor). § 150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class H vapor retarder shall be installed on the conditioned space side of all insulation in all exterior § 150.0(g)1: walls, vented attics and unvented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class IT § 150.0(g)2: vapor retarder. In a building having *a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0 d . Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; § 150.0(1): have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8( ). Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- § 150.0(q): factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150.0(e)1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is 150.0(e) 1 B: - () equipped with a readily accessible, -operable, and tight -fitting damper or a combustion -air control device. § 150.0(e) I C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside §150.0(e)2: 0of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation § 110.3 (c) 5: valve, and recirculation loop connection requirements of §.1 10.3 (c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified 150.0 h 1: § () in §150.0(h)2. Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any h § 150.0 (�3A: dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped §150.0 6) 1 A: with insulation having an installed thermal resistance of R-12 or greater. ' Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external § 150.0 1B: �) insulation or R-16 internal insulation where thie internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § 150.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve 150.00)2B: 2B: �) that allows for installation, removal, and replacement of the enclosed pipe and insulation. ._ 0 2013 Low -Rise Residential Mandatory Measures Summary § 150.0 2C: �� Pipe for cooling system lines shall be insulated as specified in § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3 -A. § 150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § 150.0(j)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the § 150.0(n)1: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.01 §604.05 §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air- ducts and plenums are insulated to a minimum installed level of R-6.0 (or hider if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)l: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than t/4 inch, the combination of mastic and either mesh or tape shall be used. 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. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; - joints § 150.0(m)2: 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. § 150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements s ecified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: - Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10-. Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of § 150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The § 150.0(m)13 : space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential 4pendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § 150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of >_ 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of < 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(o): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. § 150.0(o)IA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with 6 perating instructions; and shall not use electric resistance heating. V 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(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 pro- grammed to run only during off-peak electric demand periods. § 11.0.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k)1 A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with § 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as a licable. §150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k)1 C: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k)1 D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(k)IE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)IF: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of 150.0 § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). ' § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if: it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. An Energy Management Control System (FMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the FMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. § I50.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen li hting. § 150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § 150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § 150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § 150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 201 -1 T _.nw-Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is pro ed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D § 150.0(k)9C: shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply § 150.0(k)9D: with the applicable requirements in § 110.9, § 13 0.0, § 13 0.2, 13 0.4, § 140.7 and § 141.0. Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined § 150.0(k)10: according to § 130.0(c). Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for § 150.0(k)11: nonresidential Qarapres in § 110.9, § 130.0, § 130. 1, § 13 0.4, 140.6, and 141.0. Zo In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k) 12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, § 140.6 and § 141.0; and § 150.0(k) 12B: ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a § 110.10(a)l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than . 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 110.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or • on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the buildingro�ect and have a total area no Less than 15 ercent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be §110.10(b)3A: located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical lane. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly § 110.10(b)4: indicated on the construction documents. . The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of § 110.10(c): interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) § 110.10(d): shall be provided to the occupant. §110.10(e)l: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a -reserved space to allow for the installation of a double pole circuit breaker for a § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". M HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY I Project Name Date Addition 10/27/2016 System Name Floor Area HVAC System 11208 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 1 Heating System Output per System 0 Total Room Loads Total Output (Btuh) 0 Return Vented Lighting Output (Btuh/sgft) 0.0 Return Air Ducts Cooling System Return Fan Output per System 1 Ventilation Total Output (Btuh) 1 Supply Fan Total Output (Tons) 0.0 Supply Air Ducts Total Output Btuh/sgft 0.0 Total Output (sgft/Ton) 14,496,000.0 TOTAL SYSTEM LOAD Air Svstem COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent I CFM I Sensible 7581 15,135 2921 4841 18,344 I 882 1,084 0 0 0 0 0 0 0 o a 882 1,084 1619001 2921 1 20,513 CFM per System 0 HVAC EQUIPMENT SELECTION Airflow (cfm) 0 copy of Furnace - A/C 1 0 0 Airflow (cfm/sqft) 0.00 Airflow (cfm/To n) 0.0 Outside Air (%) 0.0 % Total Adjusted System Output 1 0 0 Outside Air (cfm/sqft) 0.00 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22 OF 66 OF 105 OF Outside Air' - 0 cfm Heating Coil 103 OF 66 OF COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 102/69°F �5 76/60°F 55/52°F 0 ,oil i s ROOM 68 OF 56/53°F 41.2% ROOM 75 / 60 OF EnergyPro 6. by EnergySoft User Number. 5733 ID: 102616 -Young (LH) Page 15 of 15 NOV 18 2016 UEVELORMLENT SERVICES 06 -asks 50' 50' 1 California St. Site Lavout Plan PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE Z"S -� � BY -4 Scale: 1"= 10'-0" h 2013 California Residential Code: Glazing: Except as indicated in Section R308.1.1 each pane of glazing installed in hazardous locations as defined it Section R308.4 shall be provided with a manufacturer's designation specifying who applied the designation, designating the tyoe of glass and the safety glazing standard with which it complies, which is visible in the final installation. The designation shall be acid etched, sandblasted, ceramic -fired, laser etched, embrossed, or be of a type which once applied cannot be removed without being destroyed. A label shall be permitted in lieu of the manufacturer's designation. EXCEPTIONS: 1. For other than tempered glass, manufacturer's designations are not required provided the bulding official approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass id permitted to be identified by the manufacturer with a removable paper designation. R308.1.1 Identification of Multiple Assemblies Multipane assemblies having Individual panes not exceeding 1 square foot (0.09 m) in exposed area shall have at least one pane In the assembly identified in accordance with Section R308.1. All other panes In the assembly shall be labeled "CPSC 16 CFR 1201" or "ANSI Z97.1" as appropriate. R308.2 Louvered Windows or Jalousles Regular, float, wired or patterned glass in jalousies and louvered windows shall be no thinner than normal 3/16 inch (5 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall be smooth. R308.2.1 Wired Glass Prohibited Wired glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows R308.3 Human Impact Loads Individual glazed areas, including glass mirrors in hazardous locations such as those indicated as defined in Section R308.4, shall pass the test requirements of Section R308.3.1. EXCEPTIONS: 1. Louvered windows and jalousies shall comply with Section R308.2. 2. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 3. Glass unit masonry complying with SectionR610. R308.4 Hakardous Locations The locations specified in Sections R308.4.1 through R308.4.7 shall be considered specific hazardous location for the purpose of glazing. R308.4.1 Glazing In Doors Glazing in all fixed and operatable panels of swinging, sliding and bifold doors shall be considered a hazardous location. EXCEPTIONS: 1. Glazed openings of a size through which a 3 -inch -diameter (76 mm) sphere is unable to pass. 2. Decorative glazing. R308,4.2 Glazing Adiacent Doors Glazing in an Individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is with a 24 -inch (610 mm) arc of either vertical edge of the door in a dosed postion and where the bottom exposed edge of the glazingis less than 60 inces (1524 mm) above the floor or walking surface shall be considered a hazardous location. EXCEPTIONS: 1. Decorative glazing. 2. When there is an intervening wall or other permanent barrier between the door and the glazing. 3. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position. 4. Where access through the door Is to a closet or storage area 3 feet (914 mm) or less in depth. Glazingin this application shall comply with section R08.4.3. S. Glazing that is adjacent to the fixed panel or patio doors. R308.4.3 Glazing in Windows Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location. 1. The exposed area of an Individual pane Is larger than 9 square feet (0.836 m ); 2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; 3. The top edge of the glazing Is more than 36 Inches (914 mm) above the floor; and 4. One or more walking surfaces are within 36 iches (914 mm), measured horizontally and In a straight line, of the glazing. EXCEPTIONS: 1. Decorative glazing. 2. When a horizontal rail Is installed on the accessible side(s) of glazing 34 to 38 Inches (864 to 965mm) above the walking surface.The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 11/2 inches (38 mm) in cross sectional height. 3. Outboard panes in insulating glass units and other multiple glazed panels when the bottom edge glass is 25 feet (7620 mm) or more above grade, a roof, walking surfaces or other horizontal [within 45 degrees (0.79 rad) of horizontal] surface adjacent to the glass exterior. R308.4.5 Glazing and Wet Surfaces Glazing In walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 Inches (1524 mm) measured vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes In multiple glazing. EXCEPTION: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. R308.4.6 Glazing Adjacent Stairs and Ramp Glazing where the bottom exposed edge of the glazing is less than 36 inches (914 mm) above the plane of the adjacent walking surface of stairways, landing between flights of stairs and ramps shall be considered a hazardous location. EXCEPTIONS: 1. When a rail Is Installed on the accessible sides(s) of the glazing 34 to 38 (864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a horizontal load of So pounds per linear foot (730 N/m) without contaction the glass and be a minimum of 1 1/2 Inches (38 mm) in cross sectional height. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. R308 4 7 Glazing Adjacent to thottom Stair Landing Glazing adjacent to the landing at the bottom of the stairway where the glazing Is less than 36 inches (014 mm) above the landing and within 60 inches (1524 mm) horizontally of the bottom tread shall be considered a hazardousocation. EXCEPTION: The glazing is protected by a guard complying with Section R312 and the plane of the glass Is more than 18 inches (457 mm) from the guard. Means of Earess: R311.1 Means of Earess All dwellings shall be provided with a means of egress as provided in this section. The means of egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to the exterior of the dwelling at the required egress door without requiring travel through a garage. R311.2 Egress Door At least one egress door shall be provided for each dwelling unit. The egress door shall be sidehinged, and shall provide a minimum clear width of 32 Inches (813 mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 inches (1981 mm) in height measured from the top of the threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from Inside the dwelling without the use of a key or special knowlesge or effort. R311.3 Floors and Landings at Exterior Doors There shall be a landing or a floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 Inches (914 mm) measured In the direction of travel. Exterior landings shall be permitted to have a slope not exceed 1/4 unit vertical In 12 units horizontal (2 -percent). EXCEPTION: Exterior balconies less than 60 square feet (5.6 m) and only accessiblefrom a door are permitted to have a landing less than36 inches (914 mm) measured in the direction of travel. 8311 a 1 Floor Elevations at the Required Egress Doors Landings or finished floors at the required egress door shall not be more than 1112 inches (38 mm) lowerthan the top of the threshold. EXCEPTION: The landing or floor on the exterior side shall not be more than 7 3/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. Where exterior landings or floors serving the required egressdoor are not at grade, they shall be provided with access to grade by means of a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7. 2013 California Green Buildinq Standards: 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 4.303.1.1 Water closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for ank-type Toilets. te: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two educed flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of urinals all not exceed 0.5 gallons per flush. 303.1.3 Shawerheads. .303.1.3.1 Single shawerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons r minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification or Shawerheads. .303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one owerhead, the combined flaw rate of all showerheads and/or other shower outlets controlled by a single valve all not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential lavatory faucets. The maximum flaw rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory faucets in common and public use areas. The maximum flaw rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen faucets. The maximum flaw rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a masa mum flaw rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with theCalifornia Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. Building Maintenance and Operation: 4.410.1 Operation and maintenance manual At the time of final inspection, a manual, compact disc, web -based reference orother media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. a Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspection verifications required by the enforcing agency or this code. Indoor Air Quality and Exhaust: 4.506.1 Exhaust fans: Mechanical exhaust fans which exhaust directly from bathrooms 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 humidistat which shall be readily accessible. Humidistat controls shall be capable of adjustment between a relative humidity range of 50 to 80 percent. Note: For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. Section 4.507 Environmental Comfort: 4.507.1 Openings. Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a minimum insulation value of R-4.2. 4.507.2 Heating and air-conditioning system design: Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ACCA Manual J, ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ACCA 29-D Manual D, ASH RAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ACCA 36-S Manual S or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the systems function are acceptable. TABLE 4.504.1 ADHESIVE VOC LIMITI,2 Water and Less Exempt Compounds in Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APUCATIONS CURRENT VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS LO PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and Vim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS CD Metal to metal 30 Plastic foams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 TABLE 4.504.2 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter 0.05 SEALANTS 0.08 0.05 Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membrane 450 Other 420 SEALANT PRIMERS Residence Architectural 2013 C.P.C., 2013 C.M.C. Nonporous 250 Porous 775 Modified bituminous 500 Marine deck 760 Other 750 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168. 4.504.5 Composite wood products. 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 specked in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 at seq.), by or before the dates specified in those sections, as shown in Table 4.504.5. ITABLE 4.504.5 FORMALDEHYDE LIMITS Maximum Formaldehyde Emissions in Parts per Million PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1, 2012 Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.08 0.05 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard? 0.21 0.13 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12. 2. Thin medium density fiberboard has a maximum thickness of 8 millimeters. Maximum Formaldehyde Emissions in Parts per Million BUTTE COUNTY N O V 18 2016 DEVELOPMENT SERVICES 8/6-asEb- Existing Well - M IZ0 I I 50' 10' Rear Setback Line I I I I I I I Proposed p 101-$" Addition LO r' mIJ Y Existing } °' Residence N Cn LO i9 / 6'-0" 50' Site Layout Plan Scale: 1"=10'-0" Project Information: Project Description: I O I bathroom addition of 324 sq ft. Existing Bedroom Master Bedroom "- information. Main Residence - 4 Itji0: Number of Stories: Y - !T Fire Sprinklers: N/A Year Built: 1950 Occupancy Class: R -3/U Building Use: Residence Code Analysis- 2013 C.P.C., 2013 C.M.C. Aplicable Codes: 2013 C.G.C. , 2013 C.R.C. 4 Q 2013 C.E.C. c U 2013 California Energy Code U ., ----- - r---r----------� Construction Type: V -B I ■ r• S LO - I Y I I U Lo U ' � U 1 1 1 I tc N 0 Job Site Location: c ' 10' ' 10' ' CDO r✓ IC }C 1 1 Iq CD I- -c I 1 mil l' l HIE 1 OIE ui U S: I'D O T_ U C. a 00 ' I L U Project Information: 20' Front Setback Liner Job Name: Young • i I 'x l� Date: 10/21/16 1 1 void Rev #: 00 1' 1 rLL Signature only by: Jason Liebgott ! i to I ALL IDEAS DESIGNS AN LANS REPRESENTED BY TH18 DRA ING ARE THE EXCLUSIVE PROPERTY OF LH DES AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED Existing THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: 1 I 1 Driveway . ' mrIce mx3 Cover .. I tc SI Ir ' t1 LI UI IU ul •' - a�0il lame i$I 50' Site Layout Plan Scale: 1"=10'-0" Project Information: Project Description: Proposed Project consists of a New master bedroom and bathroom addition of 324 sq ft. Existing Bedroom Master Bedroom to be converted into a Den Area. Please see plan for further information. Main Residence - 4 Itji0: Number of Stories: (1) Fire Sprinklers: N/A Year Built: 1950 Occupancy Class: R -3/U Building Use: Residence Code Analysis- 2013 C.P.C., 2013 C.M.C. Aplicable Codes: 2013 C.G.C. , 2013 C.R.C. 4 Q 2013 C.E.C. c U 2013 California Energy Code U ., See T-24 ( BY OTHERS) Construction Type: V -B PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ^/\TE J�)' �� BY _Q0 - 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 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 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. STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION AND SURFACE DRAINAGE AND REVIEW PRIOR TO ISSUANCE. REFER TO 2013 CGBSC SECTIONS 4.106 SITE DEVELOPMENT. PLAN TO BE SITE/LOT SPACIFIC. A PLAN SHALL BE SUBMITTED WITH EACH PERMIT APPLACTION Client Address: rill, s a 3a ■ • • • Ia 4 Itji0: 2581 California Park Dr. #168 Chico,CA 95928 Client Address: /W V W U) co •� LOT O VJ 4 Q o c U U ., O V 00 U ■ r• S LO Lo U i U Job Site Location: c U) CY) CDO LO CD I- -c ca U U C:1 O T_ U C. a 00 ' L U Project Information: Drafting By: JL Job Name: Young Job #: 1638 Date: 10/21/16 Rev #: 00 Authorization By: Signature only by: Jason Liebgott I ALL IDEAS DESIGNS AN LANS REPRESENTED BY TH18 DRA ING ARE THE EXCLUSIVE PROPERTY OF LH DES AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Cover Sheet 11 Sheet Number: 11 www.LHdesignsHomes.com I� O U Cn N E O 2 N C m N 0) 2 J 2013 California Green Building Standards: 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 4.303.1.1 Water closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for ank-type Toilets. 'slote: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two educed flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of urinals hall not exceed 0.5 gallons per flush. 303.1.3 Showerheads. .303.1.3.1 Single shoverhead. Shawerheads shall have a maximum flow rate of not more than 2.0 gallons er minute at 80 psi. Shawerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification or Shawerheads. .303.1.3.2 Multiple showerheads serving one shower. When a shaver is served by more than one howerhead, the combined flaw rate of all showerheads and/or other shaver outlets controlled by a single valve hall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shaver outlet o be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1A.1 Residential lavatory faucets. The maximum flaw rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with theCalifomia Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. Building Maintenance and Operation: 4.410.1 Operation and maintenance manual: At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspection verifications required by the enforcing agency or this code. Indoor Air Quality and Exhaust: 4.506.1 Exhaust fans: Mechanical exhaust fans which exhaust directly from bathrooms 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 humidistat which shall be readily accessible. Humidistat controls shall be capable of adjustment between a relative humidity range of 50 to 80 percent. Note: For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. Section 4.507 Environmental Comfort: 4.507.1 Openings. Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a minimum insulation value of R4.2. 4.507.2 Heating and air-conditioning system design: Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ACCA Manual J, ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ACCA 29-D Manual D, ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ACCA 36-S Manual S or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the systems function are acceptable. TABLE 4.504.1 ADHESIVE VOC LIMITI,2 Water and Less Exempt Compounds in Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APLICATIONS CURRENT VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic the adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168.- 4.5G4.5 Composite wood products. TABLE 4.504.2 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter ♦W SEALANTS ^V Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membrane 450 Other 420 SEALANT PRIMERS Architectural 0 Nonporous 250 Porous 775 Modified bituminous 500 Marine deck 760 Other 750 Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exteriorof the building shall meet the requirements forformaldehyde 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. TABLE 4.504.5 FORMALDEHYDE LIMITS Maximum Formaldehyde Emissions in Parts per Million it 0 CONSTRUCTION NOTES 1. For all pex installations, a completed "request to use pexwater pipe" form must be submitted and approved be the building official. 2. All exterior sill plates will be sealed to meet energy efficiency standards 2.4 residential manual. Caulking must be applied between the bottom plate and floor at exterior walls. 3. Windows in sleeping rooms to have a maximum sill heighy of 44", and have an opening of 20" wide x 24" high minimum. 4. Windows within 24" of a swinging door, or 24" of floor, are to be tempered, laminated of wire glass. 5. Shower doors or windows in showers or tub/showers shall be tempered or laminated safety glass. 6. Windows to be double glazed low'E'type. 7. Window model, type, style, finish and make to be approved by owner. 8. Window sills to be lower then 24" except office (30") to be tempered, laminated of wire glass. 9. Glass in windows within 24" of the latch side of the door to be tempered or laminated glass. 10. Glass in door units or transomd to be tempered, laminated or wire glass. 11. Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) m. 12. Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11/2 inches (38 mm) lower than the top of the threshold. 13. A 10 mil (0.006 inch; 152 mm) polyethylene or approved vapor retarder with joints lapped not less than 6 inches (152 mm) shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course exists. Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. 14. High windows in toilets and laundry to be 12" from ceiling at head. 33' roto eta the TD M A a A (Existing) Floor Layout Plan Scale l/4"=1'-0" 858 SQ Ft. Existing Living Area Prol Ad( Exi StrL C CONSTRUCTION SCHEDULE KEY: DESCRIPTION: ( SEE ROOF FRAMING PLAN FOR LOCATION THRU EXISTNG ROOF SHEETING) O1 ATTIC ACCESS 22"x30" w/ ELECTRICAL SWITCH AND LIGHT. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. FM7.2 Bathroom Spat' 2 Bathtub and shower floors and walls above bathtubs with installed shower heads and in the shower compartments shall be finished with nonabsorbent surface. Such wall O-------------------------------------------------------- O-------------------------------------------------------- O-------------------------------------------------------- Sill Note: All exterior sills plates will be sealed to meet energy effciency standard 2.4 residential manual. Caulking must be applied between the bottom plate and floor. PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1, 2012 t3U 1 I t UUUIV I Y U VtLUHIVItN I Z=hVIUtJ 33' RE1/IE JED FOR Hardwood plywood veneer core 0.05 `IV1PLIANCE Hardwood plywood composite core 0.08 0.05 1340 Particleboard 0.09 Q I Medium density fiberboard 0.11 i I Thin medium density fiberboardZ 0.21 0.13 A2.0 RONT (Proposed Addition) 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood - o as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 Floor Layout Plan through 93120.12. � LL Scale 1/4"= t'-0" 2. Thin medium density fiberboard has a maximum thickness of 8 millimeters. 858 SQ Ft. Existing Living Area Maximum Formaldehyde Emissions in Parts per Million 350 SCI Ft. New Living Area 1,208 SQ Ft. Total Living Area ed )n Ig re J AW 2581 California Park Dr. #168 Chico,CA 95928 Client Address: Removed ; Removed II I F - - - - -J 0 0 I ' ° 1 ♦W ^V ,I W I 1 0 I 0 V ♦r�� EL Washer & Dryer I I c) I - 2,_6" n w' co Z ' E Bath 6" I I,I I V c� N 0 E Bed- I I V- i N o c6 U room 2 F-) W/H .. O V_ O O (E) Kitchen t .v ' Lo U � 4 4'© i U) Job Site Location: I CI LL .J CD U' CV) 9 co I CD L O (E) Hall ------- -- I I I I I I O io N r co I I I 1 I Bed -Closet 1 E living co � U CL00 a LO room U Project Information: Drafting By: JL Room Job Name: Young Job #: 1638 (D Rev #: 00 Authorization By: O Jason Liebgott ALL DEA DESIGNS A PLANS REPRESENTED BY THIS RA ING ARE THE EXCLUSIVE PROPERTY OF LH U REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Existing & New D Plan to M to77777777174/1 17 TD M A a A (Existing) Floor Layout Plan Scale l/4"=1'-0" 858 SQ Ft. Existing Living Area Prol Ad( Exi StrL C CONSTRUCTION SCHEDULE KEY: DESCRIPTION: ( SEE ROOF FRAMING PLAN FOR LOCATION THRU EXISTNG ROOF SHEETING) O1 ATTIC ACCESS 22"x30" w/ ELECTRICAL SWITCH AND LIGHT. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. FM7.2 Bathroom Spat' 2 Bathtub and shower floors and walls above bathtubs with installed shower heads and in the shower compartments shall be finished with nonabsorbent surface. Such wall O-------------------------------------------------------- O-------------------------------------------------------- O-------------------------------------------------------- Sill Note: All exterior sills plates will be sealed to meet energy effciency standard 2.4 residential manual. Caulking must be applied between the bottom plate and floor. PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1, 2012 t3U 1 I t UUUIV I Y U VtLUHIVItN I Z=hVIUtJ 33' RE1/IE JED FOR Hardwood plywood veneer core 0.05 `IV1PLIANCE Hardwood plywood composite core 0.08 0.05 1340 Particleboard 0.09 Q I Medium density fiberboard 0.11 i I Thin medium density fiberboardZ 0.21 0.13 A2.0 RONT (Proposed Addition) 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood - o as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 Floor Layout Plan through 93120.12. � LL Scale 1/4"= t'-0" 2. Thin medium density fiberboard has a maximum thickness of 8 millimeters. 858 SQ Ft. Existing Living Area Maximum Formaldehyde Emissions in Parts per Million 350 SCI Ft. New Living Area 1,208 SQ Ft. Total Living Area ed )n Ig re J AW 2581 California Park Dr. #168 Chico,CA 95928 Client Address: ♦W ^V W V ♦r�� n w' co V 0 o c6 U C.) .. O V_ O U_ .v ' Lo U i U) Job Site Location: CD U' CV) 9 co 6 • � CD L O O r U C) O � U CL00 a LO • U Project Information: Drafting By: JL Job Name: Young Job #: 1638 Date: 10/21/16 Rev #: 00 Authorization By: Signature only by: Jason Liebgott ALL DEA DESIGNS A PLANS REPRESENTED BY THIS RA ING ARE THE EXCLUSIVE PROPERTY OF LH DESI AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Existing & New Floor Layout Plan Sheet Number: A U www.LHdesignsHomes.com Cn 0 E 0 Cn c rs N O J Eave Vent Proposed Proposed Addition 2 Addition /Ridge Vent _ld� Over Framing New W70 -ow Replace and Repair Existing Exterior To Match Fvi0inn Fvictinn PrnnnQind PrnnncPri 8'-0" Plate Line - _ _ _ 00'-0" Match Existing Flow (New Addition) Right Elevation View Scale 1l4"_ 1'-0" 11'-8" Ridge Line (Pitch 4:12) 8'-0" Plate Line gN 0'-0" Match Existing Floor (New Addition) Rear Elevation View Scale 1/4"=1'-0" O N E O 2 Cn C N N D 2 J Existing Strucuture ATTIC VENTING REQUIREMENTS NEW ATTIC AREA NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED 350' / 300 = 1.16' / .7 = 1.67' NFVAArea Area Number of Area Vent Type Width Lenght SQ Inches SQ Feet Vents of Venting Count. Ridge Vent 4" x 66=0" = 288" / 144 = 2.00' x 1 = 2.00' Eave Vent 3_5" x 22" = 39" / 144 = 2T x 6 = 1.62' Total area of venting provided GROSS SQ. FT. OF 3.62' Total area of venting required VENT. REQUIRED 1.67' Attic Venting Notes 1) The total net free ventilating area shall not be less than 1/150 of the area of the space ventilated except that reduction of the total area to 1/300 is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. 2) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a dimension larger than 1/4 inch (6.4 mm) shall be provided With corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. O Existing Proposed Over Framing Strucuture Addition ELEVATION SCHEDULE KEY: DESCRIPTION: Drainage. OR401.3 Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be graded to drainsurface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm) O Attic vent opening, with 1/4" min. screen mesh covering, equal to not less than 1/300 of area vented, typ. for all vents. (see T-24 report for requirements). T1-11 SIDING (PER CONTRACTOR) O OVER "TYVECK" HOUSE WRAP OR905.10.4 Attchement R905.2 Asphalt shingles. The installation of asphalt shingles shall complywith the provisions of this section. R905.21 Sheathing requirements. Asphalt shingles shall be fastened to solidly sheathed decks R905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double underiayment application is required in accordance with Section R905.2.7. R905.2.4.1 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in accordance with ASTM D 7158. Asphalt shingles shall meet the classification requirements of Table R905.2.4.1(1) for the appropriate maximum basic wind speed. Asphalt shingle packaging shall bear a label to indicate compliance with ASTM D 7158 and the required classification in Table R905.2A.1(1). Exception: Asphalt shingles not included in the scope of ASTM D 7158 shall be tested and labeled to indicate compliance with ASTM D 3161 and the required classification in Table R905.2.4.1(2). R9052.5 Fasteners Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum, or copper roofing nails, minimum 12 gage 10.105 inch (3mm)) shank with a minimum of 3/8 -inch -diameter (10 mm) head, ASTM F 1667, of a length to penetrate through the roofing materials and minimum of 3/4 -inch (19 mm) into the roof sheathing. Where the roof sheathing is less then 314 -inch (19 mm) thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. (Use 15 degree Wire Weld Coil Nails 1 1'4"X.120" (Smooth Shank) or Better) ONew and existing buildings shall be provided with approved address numbers or letters. Each character shall be a minimum 4 inches (102 mm) high and a minimum of 0.5 inch (12.7 mm) wide. They shall be installed on a contrasting background and be plainly visible from the street or road fronting the property. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. 8'-0" Plate Line 0'-0" Match Existing Floor (Existing Addition) Front Elevation View Scale 1/4" = V-0" Proposed Addition Ridge Vent 11'-8" Ride Line r oi0 Eave Vent 19 8'-0" Plate Line 0'-0" Match Existing Floor (New Addition) Left Elevation View Scale 114"= V-0" PERMIT# Al2, BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE gY �L) -I MAT ® ■ ■ r. '■r■ a ■. 2581 California Park Dr. #168 Chico, CA 95928 Client Address: W V W ■ fi VJ fid.■ r O VJ � U U .. T_ 0 .v 00 NNISU S Lo U rri Job Site Location: r�Fn-r CD `� + C ' M / CD9 moi" "� LO CD L O Q �MM— O W a � U Project Information: Drafting By: JL Job Name: Young Job #: 1638 Date: 10/21/16 Rev #: 00 Authorization By: Signature only by. Jason Liebgott ALL I EAS, ESIGNS AND ANS REPRESENTED BY THIS W G ARE THE EXCLUSIVE PROPERTY OF LH DESIG S ND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title.- Proposed itle:Proposed Elevations 11 Sheet Number: 11 A 9 Limmm v 0 www.LHdesig nsHomes.corn En W 0 _ rn C: rn w 2 J 2013 California Residential Code: Smoke and Monoxide Detection: R314.1 Smoke detection and notlllcation All smoke alarms shall be listed and labeled in accordance with UL 217 and installed In accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. Systems and components shall be California State Fire Marshal listed and approved in accordance with Californi Code of Regulations, Title 19, Division 1 for the purpose for which they are installed. 8314.2 Smoke detection systems Household fire alarm systems installed in accordance with NFPA 72 that Include smoke alarms, or a combinatior of smoke detector and audible notification device installed as required by this section for smoke alarms, shall be permitted. The household fire alarm system shall provide the same level of smoke detection and alarm as required by this section for smoke alarms. Where a household fire warning system Is installed using a combination of smoke detector and audible notification device(s), It shall become a permanent fixture of the occupancy and owned by the homeowner. The system shall be monitored by an approved supervising station and be maintained in accordance with NFPA 72. F6IN.R r%6pC&moke alarms are provided meeting the requirements of Section R314.4, Smoke alarms shall recleve their primary power from the building wiring provided that such wiring is served from a commercial source and shall be equipped with a battery backup, Smoke alarms with integralstrobes that are not equipped with battery backup shall be connected to an emergency electrical system. Smoke alarms shall emit a signal when batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Smoke alarms are permitted to be solely battery operated in exsisting buildings where no construction is taking place. 2. Smoke alarms are per mitted to be soley battery operated in buildings that are not served from a commercial power source. 3. Smoke alarms are permitted to be solely battery operated in existing areas of buildings undergoing alterations or repairs that do not result in the removal of Interiorwalls or ceiling finishes exposing the structure, unless there is an attic,crawl space or basement available which c provide access for building wiring without the removal of interior finishes. 4. Smoke alarms are permitted to be solely battery operated where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition replacement of windows or doors, or the addition of a porch or deck. 5. Smoke alarms are permitted to be solely battery operated when work Is limited to the Installation, alteration or repairs of plumbing or mechanical systems or the Installation, alteration or repair of electrical systems which do not result In the removal of interior W211 or ceiling finishes exposing the structure. 8314.5 lntercaonnectlon Where more than one smoke alarm is required to be installed within an Individual dwelling or sleeping unit, the smoke alarms shall be Interconnected in such a manner that the activation of one alarm will activate all of the alarms in the Individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. EXCEPTIONS: 1. Interconnection is not required In buildings that are not undergoing alterations, repairs or construction of any kind. 2. Smoke alarms in existing areas are not required to be interconnected where alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for interconnection without the removal of Interior finishes. 3. Smoke alarms are not required to be Interconnected where repairs or alterations are limited to exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of 4. Smoke alarms are not required to be interconnected when work is limited to the installation, aFR�r�'8'r�BFt� t i��f i I FR �4irS hl��f' s4 r ti��'�4s4�f�h !tKiLqy1Lgf jp6Td In sleeplig&rical ached y�rp. Carbon monoxide alarms shall be listed as complying with UL 2034 and be Installed and maintained in accordance with NFPA 720 and the manufacturer's Instructions. 8315.1.1 Carbon monoodde detection systems Carbon monoxide detection systems that include carbon monoxide detectors and audible notification appliances Installed and maintained In accordance with this section for carbon monoxide alarms and NFPA 720 shall be permitted. The carbon monoxide detectors shall be listed as complying with UL 2075. R315.1.2 Power supply Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent budding wiring without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Where there is no commercial power supply, the carbon monoxide alarm may be solely battery operated. R315.2 C2r6itttenpi oxIdemhwmjn u W" fIweI 6ttbu rd'Meping units An approved carbon monoxide alarm shall be installed In existing dwellings having a fossil fuel-buming heater or appliance, fireplace or an attached garage. Carbon monoxide alarms shall be listed as complying with UL 2034 and be Installed and maintained In accordance with NFPA 720 and the manufacturer's Instructions. 831 5.2.4 Power supply Carbon monoxide alarms shall receive their primary powerfrom the building wiring where such wiring Is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent budding wiring without a disconnecting switch other than as required for overcurrent protection, EXCEPTIONS: E 1. In existing dwelling units where there is no commercial power supply, the o carbon monoxide alarm may be solely battery operated. y 2. In existing dwelling units, a carbon monoxide alarm is permitted to be solely N a) battery operated or plug-in with battery back-up where repairs or alterations do not result In the 0 removal of wall and ceding finishes. _ 3. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the p addition or replacement of windows or doors, or the addition of a porch or deck. 4. In existing dwelling units, a carbon monoxide alarm Is permitted to be solely battery operated or plug-in with battery back-up when work is limited to the installation, alter ationor repair of plumbing or mechanical systems or the Installation, alteration or repair of electrical systems, which do not result in the removal of interior wall or ceding finishes 5. Other power sources recognized for use by NFPA 720. 2013 California Electrical Code Notes: Residential Lighting Measures: 1) Ballasts forfluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than20 kHz. 2) Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirement of §150(k). 3) All switching devices and controls shall meet the requirements of §150(k)7, 4) A minimum of 50 percent of the total rated wattage of permanently Installed lighting in kitchens shall t e high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 12 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires In the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (FMCS), 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 . 5) Luminaires providing outdoor lighting, Including fighting for private patios In low-rise residential buildin 3s with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to residential building 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 net having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (FMCS) not having an override or bypass switch that allows the luminaire to be always on. EXCEPTION 2) Outdoorluminaires used to comply with Exceptionl to §150(k)13 may be controlled by temporary override switch which bypasses the motion sensing function provided thatthe motion sensor Is automatically reactivated within six hours. EXCEPTION 3) Permanently installed luminaires in or around swimming pool, waterfeatures, orother location subjectto Article 680 of the California Electric Code need notbe high efficacy luminaires, 6) 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). 7) Fixtures, lamp holders and receptacles outlets shall be securely supportd. A fixture that weighs more than 6 pounds or exceeds 16 Inches In any dimension shall not be supported by the screw shell of a lamp holder per 2010 CEC Art. 410,30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans per 2010 CEC Art. 314.27 (A) & (D). Residential Electrical Outlet Measures: 1) Branch circuits installed to supply generally illumination and receptacle outlets in dwelling units, the following minimum requirements apply: • Two 20 -amp circuits for the kitchen receptacles • One 20 -amp circuit for the laundry receptacles • One 20 -amp circuit for the bathroom receptacles • One separate, individual branch circuit for central heating equipment 2) Receptacles installed in the kitchen to serve countertop surfaces shall be supplied by not less than two separate 20 amp small appliance branch circuits. 3) All conductors of the same circuit, including grounding and bonding conductors, shall be contained in the same raceway, cable, or trench. 4) All circuits and circuit modifications shall be legibly identified as to purpose or use on a directory located on the face or inside of the electrical panel doors. 5) Receptacle outlets in habitable rooms shall be installed so that no point measured horizontally along the floor line in any wall space is more than 6 feet from a receptacle outlet (less than 12 foot spacing). Areceptacle shall be installed in each wall space 2 feet or more in width. 6) At kitchen countertops, receptacle outlets shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle. 7) Receptacle outlets shall be of the grounding type, be effectively grounded,and have proper polarity. 8) Receptacles shall not be installed in the face -up position in countertops orsimdar work surfaces. 9) A receptacle outlet shall be installed at each counter space 12 inches or wider, and at each island counter or peninsular space 24 inches by 12 inches or larger. Countertop spaces separated by range tops, sinks or refrigerators are separate spaces. 10) Outdoor receptacles, accessible at grade level and no more than 6.5 feet above grade, shall be installed at the front and back of a dwelling. 11) At dwellings, ground -fault circuit -interrupter (GFCI) protection shall be provided for all receptacle outlets installed in bathrooms, garages, grade -level portions of unfinished accessory buildings, crawl spaces,unfinished basements, kitchen countertops, wet -bar sinks, boathouses and outdoors. Receptacles that are not readily accessible may be exempt from the GFCI requirement. interrupter, combination -type, installed to provide protection of the branch circuit. 12) AFCI-Arc-Fault Circuit Interrupter (AFCI) Dwelling Units. All 120 -volts, single phase, 15 -and 20- ampere branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shall be provided by a listed arc -fault circuit Existing 2x4 Wall Existing Footing Existing Rafters (E) Attic (E) Bed- room 1 Existing Ceiling Joist P f Ridge Line Local Intermitt:ent Exhaust Bathroom Ventilation Rate Summary Enter the required fan flow rate (cfm). Bathroom Fan Flow (dm) = 50 (# of Bathrooms 1 New ) Use the fan flow rate from this summary for selection of the local ventilation fan and for the duct design for the local ventilation system from Table 7.1. Duct Size (in) = 4" Duct Type: Flex Duct (1) Elbow accounted for. When no Elbow is 15sed add 15' to max duct length. Mavimnm Allnwnhla mint I annth /ftl = (E) Attic N Den Area Converted Bedroom Existing 2x4 Wall Existing Proposed Structure Addition r r r r Over New Beam Drag Truss Framing per Plan (By Other's) r I I , A r ! I V (N)ttic New Window New 2x4 Brace Wall �(E) Concrete Slab Pre -Engineered Trusses Insulation Per T-24 (N) Master Bedroom M10 oto New Concrete Slab NOTE: 1. See Electrical Notes this sheet for all other requirements ducted to the outside with a minimum ventilation rate of 50 cfm. Standard 62.2 Table 7.1 e humidity range of < 50 percent to a maximum of 80 percent. ent. ,sed ion ing Lure inScale: 1/4" = 1'-0" 2. Tamper -Resistant recepticals to be 125 -volt, single phase, 15 and 20 -amp recepticals to be installed in remode;ed areas or any replacement outlets. 3. Lighting Fixtures and Ceiling Fans located in the New Covered Patio areas will be listed for'Suitable for Damp Location". 2013 CEC Articles 100 & 410.10(A). 4. Fixtures, lamp holders and receptacles outlets shall be securely supported. A fixture that weighs more than 6 pounds or exceeds 16 inches in any dimension shall not be supported by the screw shell of a lamp holder per 2013 CEC Art. 410.30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans per 2013 CEC Art. 314.27 (A) & (D). 11'-8" Ridge Line Ic _ 8'-0" Plate Line Header Per Plan New 2x4 Wall w/ Insullation Per T-24 940" Match Existing Floor Existing N. Existing Footing 2x4 Wall Cross Section (1) Scale: 1/4"= V -0 - Entry Patio Notes: R311.3 Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served Every landing shall have a minimum dimension of 36 inches (914 mm) m R311.3.1 Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11/2 inches (38 mm) lower than the top of the threshold Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. ELECTRICAL LEGEND PO PENDANT LIGHT ♦W V CEILING MOUNTED LIGHT 'LTJ" (High Efficacy at Exterior) � WALL MOUNTED LIGHT (High Efficacy at Exterior) RECESSED LED LIGHT (1) U) RECESSED FLORESCENT RECEPTACLE 220 V RECEPTACLE WEATHER PROOFED RECEPT. r o F� FLOOR RECEPTACLE C3Qr CEILING RECEPTACLE GROUND FAULT INTERRUPT WALL SWITCH 13 3 -WAY SWITCH 4 4 -WAY SWITCH ID DIMMER SWITCH •�}� V TELEPHONE JACK H CABLEJACK T TIM MER ® FLUORESCENT LIGHT FLUSH MOUNT FLUORESCENT LIGHT ® CHIME CD CD (Z DOOR BELUGARAGE p • - DOOR SWITCH CM CARBON MONOXIDE 0 & SMOKE DETECTOR SD O SMOKE DETECTOR ® FAN ® FAN/LIGHT COMBINATION ® GARBAGE DISPOSAL GD Q. oo a (Q SPOT LIGHT/SENSOR LIGHT U Project Information: CEILING FAN and LIGHT Light (Optional) QGAS / NATURAL OR LPG 125 AMP METER -MAIN Date: 10/21/16 w/ a breaker Rev #: 00 Distribution Center Authorization By: w/ a main ground conductor #6 copper line PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C00r: COMPLIANCE DA? E BY, s� i s � .rr ■ �"'t ry � i � : i � ■ ■ 2581 California Park Dr. #168 Chico,CA 95928 Client Address: ♦W V W (1) U) CO r o o CZ U 0 �- V CO U ■� �J ' C Lo U •�}� V Job Site Location: CD v! CD CD (Z p • - 6i C- C) L_ O o (0 r ti co U o U -. o VM- Q. oo a � U Project Information: Drafting By: JL Job Name: Young Jab #: 1638 Date: 10/21/16 Rev #: 00 Authorization By: Signature only by: Jason Liebgott IGNS AND PLANS REPRESENTED BY THIS D E THE EXCLUSIVE PROPERTY OF LH ALL ID/RITTEN DESIGALL NOT BE PRIORPERMISSION. REPRODUCED WITHOUT ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Electrical Layout Plan 11 Sheet Number: 11 El.0 www.LHdesignsHomes.com FOUNDATIONS 2013 California Residential Code: R403.1.1 Minimum size. Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). The footing width, W, shall be based on the load-bearing value of the soil in accordance with Table R401.4.1. Spread footings shall be at least 6 inches (152mm) in thickness, T. Footing projections, P, shall be at least 2 inches (51 mm) and shall not exceed the thickness of the footing. The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pressure in accordance with Table R401.4.1. Footings for wood foundations shall be in accordance with the details set forth in Section R403.2, and Figures R403.1(2) and R403.1(3). R403.1.2 Continuous footing in Seismic Design Catego-ries DO, D1 and D2. The braced wall panels at exterior walls of buildings located in Seismic Design Categories DO, D1 and D2. shall be supported by continuous footings. All required interior braced wall panelsin buildings with plan dimensions greater than 50 feet (15 240 mm) shall also be supported by continuous footings. R403.1.3 Seismic reinforcing.Concrete footings located in Seismic Design Categories DO, D1and D2., as established in Table R301.2(1), shall have minimum reinforcement. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing. In Seismic Design Categories DO, D1and D2 where a construction joint is created between a concrete footing and a stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing, have a standard hook andextend a minimum of 14 inches (357 mm) into the stem wall. In Seismic Design Categories DO, D1 and D2 where a grouted masonry stem wall is supported on a concrete footing and stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center. 403.1.3.1 Foundations with stemwalls. Foundations with stem walls shall have installed a minimum of one No. 4 bar within 12 inches (305 mm) of the top of the wall and one No. 4 bar located 3 inches (76 mm) to 4 inches (102 mm) from the bottom of the footing. R403.1.3.2 Slabs -on -ground with turned -down footings. Slabs on ground with turned down footings shall have a minimum of one No. 4 bar at the top and the bottom of the footing. Exception: For slabs -on -ground cast monolithically with the footing, locating one No. 5 bar or two No. 4 bars in the middle third of the footing depth shall be permitted as an alternative to placement at the footing top and bottom. Where the slab is not cast monolithically with the footing, No. 3 or larger vertical dowels with standard hooks on each end shall be provided in accordance with Figure R403.1.3.2. Standard hooks shall comply with Section R611.5.4.5. R403.1.4 Minimum depth. All exterior footings shall be placed at least 12 inches (305 mm) below the undisturbed ground surface. Where applicable, the depth of footings shall also conform to Sections R403.1.4.1 through R403.1.4.1 Frost protection. Except where otherwise protected from frost, foundation walls, piers and other permanent supports of buildingsand structures shall be protected from frost by one or more of the following methods: 1. Extended below the frost line specified in Table R301.2.(1); 2. Constructing in accordance with Section R403.3; 3. Constructing in accordance with ASCE 32; or 4. Erected on solid rock. Exceptions: 1. Protection of freestanding accessory structureswith an area of 600square feet (56 m2) or less, of light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not be required. 2. Protection of freestanding accessory structures with an area of 400 square feet (37 m2) or less,of other than light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not be required. 3. Decks not supported by a dwelling need not be provided with footings that extend below the frost line. Footings shall not bear on frozen soil unless the frozen condition is permanent. R403.1.4.2 Seismic conditions In Seismic Design Categories DO, D1 and D2, interior footings supporting bearing or bracing walls and cast monolithically with a slab on grade shall extend to a depth of not less than 12 inches (305 mm) below the top of the slab. R403.1.5 Slope. The top surface of footings shall be level. The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation anchorage. Sill plates and walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section. Wood sole plates at all exterior walls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill plates shall be anchored to the foundation with anchor bolts spaced amaximum of 6 feet (1829 mm) on center. Botts shall be at least 1/2inch (12.7 mm) in diameter and shall extend a minimum of 7 inches (178 mm) into concrete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchorbolt. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305 mm) or less than seven bolt diameters from each end of the plate section. Interior bearing wall sole plates onmonolithic slab foundation that are not part of a braced wall panel shall be positively anchored with approved fasteners. Sill plates and sole plates shall be protected against decay and termites where e required by Sections R317 and R318. Cold formed steel framing systems shall be fastened to wood sill plates or anchored directly to the foundation as required in Section R505.3.1 or R603.3.1 R403.1.6.1 Foundation anchorage in Seismic Design Categories C, DO, D1and D2. In addition to the requirements of Section R403.1.6, the following requirements shall apply to wood light -frame structures in Seismic Design Categories DO , D 1 and D2 and wood light -frame townhouses in Seismic Design Category C. 1. Plate washers conforming to Section R602.11.1 shall be provided for all anchor bolts over the full length of required braced wall lines except where approved anchor straps are used. Properly sized cut washers shall be permitted for anchor bolts in wall lines not containing braced wall panels. 2. Interior braced wall plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on cen- ter and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. 3. Interior bearing wall sole plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on center and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. 4. The maximum anchor bolt spacing shall be 4 feet (1219 mm) for buildings over two stories in height. 5. Stepped cripple walls shall conform to Section R602.112. 6. Where continuous wood foundations in accordance with Section R404.2 are used, the force transfer shall have a capacity equal to or greater than the connections required by Section R602.11.1 or the braced wall panel shall be connected to the wood foundations in accordance With the braced wall panel -to -floor fastening requirements of Table R602.3(1) 2013 California Residential Code: WALL CONSTRUCTION R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing partitions. End joints In top plates shall be offset at least 24 inches (610mm). Joints in plates need not occur over studs. Plates shall be not less than 2 -inches (51 mm) nominal thickness and have a width at least equal to the width of the studs. R602.3.3 Bearing studs. Where joists, trusses or rafters are spaced more than 16 inches (406 mm) on center and the bearing studs below are spaced 24 inches (610 mm) on center, such members shall bear within 5 inches (127 mm) of the studs beneath. R602.3.4 Bottom (sole) plate. Studs shall have full bearing on a nominal 2 -by (51 mm) or larger plate or sill having a width at least equal to the width of the studs. R602.3.4.1 Rodent proofing. Annular spaces around pipes, electric cables, conduits or other openings in bottom/sole plates at exterior walls shall be protected against the passage of rodents by closing such openings in accordance with the California Green Building Standards Code, Chapter 4, Division 4.4 R602.3.5 Braced wall panel uplift bad path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top story) shall have the framing members connected in accordance with one of the following: 1. Fastening in accordance with Table R602.3(1) where: 1.1. The basic wind speed does not exceed 90 mph (40 m/s), the wind exposure category is B, the roof pitch is 5:12 or greater, and the roof span is 32 feet (9754 mm) or less, or 1.2. The net uplift value at the top of a wall does not exceed 100 plf. The net uplift value shall be determined in accordance with Section R802.11 and shall be permitted to be reduced by 60 plf (86 N/mm) for each full wall above. 2. Where the net uplift value at the top of a wall exceeds 100 Of (146 N/mm), installing approved uplift framing connectors to provide a continuous load path from the top of the wall to the foundation or to a point where the uplift force is 100 Of (146N/mm) or less. The net uplift value shall be as determined in Item 1.2 above. 3. Wall sheathing and fasteners designed in accordance with accepted engineering practice to resist combined uplift and shear forces. R602A Interior load-bearing walls. Interior load-bearing walls shall be constructed, framed and fireblocked as specified for exterior walls. Wall Framing Fasteners TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 7. Built-up comer studs 10d (3" x 0.128") 24" D.C. 8. Built-up header, two pieces with 1/2" spacer 16d (31/2" x 0.135' 16" o.c. along ea 9. Continued header, two pieces 16d (31/2" x 0.135") 16" o.c. along ea 10. Continuous header to stud, toe nail 4-8d (2112" x 0.113") 11. Double studs, face nail 10d (3" x 0.128") 24" o.c. 12. Double top plates, face nail 1 O (3" x 0.128") 24" D.C. 13. Double top plates, face nail 1/2" GYPSUM BOARD APPLIED OVER STUDS 16" O.C. AMX NAILING 1-5/8" DRYWALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELD AND EDGES. ALL HORIZONTAL face nail in lapped area 8-16d (31/2" x 0.135' 14. Sole plate to joist or blocking, face nail 16d (31/2" x 0.135") 16" o.c. 15. Sole plate to joist or blocking at braced wall panels 3-16d (31/2" x 0.135") 16" o.c. 16. Stud to sole plate, toe nail 3-8d (21/2" x 0.113") or 2-16d 31/2" x 0.135") 17. Top or sole plate to stud, end nail 2-16d (3112" x 0.135") 18. Top plates, laps at corners and intersections, face nail 2-1 Od (3" x 0.128") 19. 1" brace to each stud and plate, face nail 2-8d (212" x 0.113") 2 staples 13/4" 20. 1" x 6" sheathing to each bearing, face nail 2-8d (212" x 0.113") 2 staples 13/4" 21. 1" x 8" sheathing to each bearing, face nail 2-8d (212" x 0.113") 3 staples 13/4" 22 Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (212" x 0.113' 4 staples 13/4" FRAMING NOTES 1) All wood to be DF/L #2 unless otherwise noted 2) Holes in wood and steel members for bolts shall be the bolt diameter plus 1/16" 3) Nails at structural panels edges shall have 3/8" edge distance and nail heads shall be driven flush but not penetrate the face of the panel. 4) No piece of structural sheathing shall be less than 24" in width. 5) Nailing not specified shall be per. CRC 2013 table 602.3 (1). 6) In exterior walls and bearing partitions, any wood stud is permitted to be cut or notched to a depth not exceeding 25% of its width. Cutting or notching of studs to a depth not greater than 40% of the width of the stud is permitted in non-bearing partitions supporting no loads other than the weight of the partition. 7) A hole not greater in diameter than 40% of the stud width is permitted to be bored in any wood stud. Bored holes not greater than 60% of the width of the stud are permitted in non-bearing partitions or in any wall where each bored stud is doubled, provided not more than two such successive doubled studs are so bored. In no case shall the edge of the bored hole be nearer than 5/8" to the edge of the stud. Bored holes shall not be located at the same section of the stud as a cut or notch. 8) Use (10)-16ds each side of top plate splices at roof level. (See Detail #2 This Sheet for Info.) Proposed Addition Existing Structure Proposed Addition Existing Structure i i is i 1= L=4' -O" 4 I 1 I 1 2A I q L=8'-0" r I J �I ( I 1?"VIV/E CJ-_-0tL-- 1P --'Y $i7(-LGC d12- CCjv 1V- STY (T- I P � I 2Ao L=4'-0" 5:125x9 GLB, 20F -V3 " w/ (3) A35s Both End's of BM to (E) & (N) T.P. " 0 FOUNDATION NOTES: 1) Grade all adjacent surfaces to drain away from the foundation. Caulk joints in adjacent concrete surfaces or use an expansion joint. 2) Install gutters and route runoff away from the foundation. 3) Concrete shall have 28 -day compressive strength of 2500 PSI, with slump not to exceed 4". Aggregate shall be a maximum of 1-112" in foundations. 4) Crack control joints to be made at 12' OC Max and may be construction joints or 1" saw -cuts made as soon as practical after placing of concrete. 5) Reinforcing bar to be grade 40 Splice #5 bars to be (grade 60) 30", #4 bars 24", and #3 bars 18". Maintain 3" clearance when poured against soil and 2" elsewhere. Welded wire mesh (WWM) shall be lapped not less then two wire spaces. Bars are to be continuous around corners. 6) All SSTB's required at Brace -Walls shall be in place prior to foundation inspection. 7) A 4 -inch think base of 1/2 inch or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which wil address bleeding, shrinkage, and curling, shall be used. 8) A 10 -mil polyethylene vapor retarder with joints lapped not less than 6 inches between the base course or sub grade and the concrete floor slab per 2013 CRC Section R506.2.3 BRACED -WALL SCHEDULE MARK DESCRIPTION THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS Average dead loads shall not exceed 15 pounds per PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 6d COMMON OR Key: Description: DEFORMED S HANK (2" X 0.113") AT 6" O.C. EDGES AND 12" O.C. FIELD. ALL HORIZONTAL 1 EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. assemblies (on a horizontal projection) or 10 pounds per 1/2" A. B. AT 72" O.C. (E) 2x4 Wall 1/2" GYPSUM BOARD APPLIED OVER STUDS 16" O.C. AMX NAILING 1-5/8" DRYWALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELD AND EDGES. ALL HORIZONTAL 2 EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. 112" ANCHOR BOLTS 72" O.C. @ SLAB OR SILL NAILING W/ 16 d @ 6" O.C. @ RAISED FLOOR (INT. & EXT. WALLS). BRACED -WALL SCHEDULE NOTES: 1. For pressure -treated framing members only: All fasteners shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze, or copper. The foundation bolts shall be mechanically deposited zinc -coated. --------------------------------------------------------iI -------......... ---_...:a.E.......,.i.[.i:..a:: ;.:--------._..-_.-_...._..---------.__._._-_:at_..a.i.;.E.......,.i.:.._____.._...- 1 --�r-----------------------------------------------� ' 1 1 I i ' I ' 1 i � 1 ; , 1 1 1 1 1 L 1 1 1 4" Concrete Slab w/ #3 Bars at 24" E.W. ' 2" sand over 10 mil. vapor barrier over t'~ 4" clean crushed rock (not road base) ' or dean pea gravel 1 1 VN 1 I 1 1 I 1 „• . i 14 � I 1 Y, :. •, 1 I l ;• jl I --- ---- -- -- t t ii i --1 I i , - I I ___-- It' 1 4r...._.-...._._._.... : ..................._ .J I ( _.................... --- I I 1 1 1 1! 1 1 it fi-'f I I 11 Install the #4 dowel 4" Top & Bottom Into (E) Footing and Extend 12" into (N) Footing. b I I I I I L_I Proposed Addition Existing Structure Braced Wall Layout Scale 1/4"= 1'-0" R301.2.2.2.1 Weights of materials. WALL FRAMING Average dead loads shall not exceed 15 pounds per Key: Description: square foot (720 Pa) for the combined roof and ceiling O (N) 2x4 Wall assemblies (on a horizontal projection) or 10 pounds per (E) 2x4 Wall square foot (480 Pa) for floor assemblies, except as further limited by Section R301.2.2. Dead loads for walls above grade shall not exceed: 1. Fifteen pounds per square foot (720 Pa) forexterior light -frame wood walls. 2. Ten pounds per square foot (480 Pa) for interior light -frame wood walls. Optinal (2) 2x Studs at all 4x4 Post Locations 2-2x STUDS NIAILEG TOGETHER VITH 2 RG 'S 16d S,"JKERS AT 12" 0,C, FOR Fl1L L HEIGHT OF STUDS - Ox POST 1.1AY REPLACE 2-2x STUDS) Proposed Addition Existing Structure ^ - PERMIT #' i�L�7 Ic BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR qC�OD(E COMPLIANCE DATE \` f l� BY����' �- Foundation Layout Plan Scale: 1/4" -1' -IT 1 i New Footing Per Plan �j�� Exiting Footing Per Plan O ial>s Dr f"g s�g 530 89 889 LITS Client Address: W V aR W CO LO r 0 4- Q o U � � O V 00 U_ ■� L U U V♦ Job Site Location: co c L L T 0 VJ fir- U U 0 100 U W .� Lo U Project Information: Drafting By: JL Job Name: Young Job #: 1638 Date: 10/21/16 Rev #: 00 Authorization By: Signature only by Jason Liebgott ALLICEA IGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE USNE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Foundation Layout Plan Sheet Number: Al 2013 California Residential Code: ROOF CONSTRUCTION - CUT STACK R802.3 Framing details. Rafters shall be framed to ridgeboard or to each other with a gusset plate as a tie. Ridge board shall be at least 1 -inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2 -inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 -percent slope), structural members that support rafters and ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. R802.3.1 Ceiling joist and rafter connections. Ceiling joists and rafters shall be nailed to each other in accordance with Table R802.5.1(9), and the rafter shall be nailed to the top wall plate in accordance with Table R602.3(1). Ceiling joists shall be continuous or securely joined in accordance with Table R802.5.1(9) where theymeet over interior partitions and are nailed to adjacent rafters to provide a continuous tie across the building when such joists are parallel to the rafters. Where ceiling joists are not connected to the rafters at the top wall plate, joists connected higher in the attic shall be installed as rafter ties, or rafter ties shall be installed to provide a continuous be. Where ceiling joists are not parallel to rafters, rafter ties shall be installed. Rafter ties shall be a minimum of 2 inches by 4 inches (51 mm by 102 mm) (nominal), installed in accordance with the connection requirements in Table R802.5.1(9), or connections of equivalent capacities shall be provided. Where ceiling joists or rafterties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with accepted engineering practice. Collar ties or ridge straps to resist wind uplift shall be connected in the upper third of the attic space in accordance with Table R602.3(1). Collar ties shall be a minimtan of 1 inch by 4 inches (25mm by 102 mm) (nominal), spaced riot more than 4 feet (1219 mm) on center. R802.3.2 Ceiling joists lapped. Ends of ceiling joists shall be lapped a minimum of 3 inches (76 mm) or butted over bearing partitions or beams and toenailed to the bearing member. Where ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R8 02.5.1 (9) and butted joists shall be tied together in a manner to resist such thrust. Joists that do not resist thrust shall be permitted to be nailed in accordance with Table R602.3(1). R802.5 Allowable rafter spans. Spans for rafters shall be in accordance with Tables R802.5.1(1) through R802.5.1(8). For other grades and species and for other loading conditions, refer to the AF&PA Span Tables for Joists and Rafters. The span of each rafter shall be measured along the horizontal projection of the rafter. R802.5.1 Purlins. Installation of purlins to reduce the span of rafters is permitted as shown in Figure R802.5.1. Purlins shall be sized no less than the required size of the rafters that they support. Purlins shall be continuous and shall be supported by 2 -inch by 4 -inch (51 mm by 102 mm) braces installed to bearing walls at a slope not less than 45 degrees (0.785 rad) from the horizont al. The braces shall be spaced not more than 4 feet (1219 mm) on center and the unbraced length of braces shall not exceed 8 feet (2438 mm). R802.6 Bearing. The ends of each rafter or ceiling joist shall have not less than 1 1/2 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete. The bearing on masonry or concrete shall be direct, or a sill plate of 2 -inch (51 mm) minimum nominal thickness shall be provided under the rafter or ceiling joist. The sill plate shall provide a minimum nominal bearing area of 48 square inches (30 865 mm2). Roof Sheathing Per Q 2x4 Flat O.R. Roof Framing Notes D @ < 2'-0" O.C. (This Sheet) ,t . f O.H. Z m rn -o 3 a� Z ROOF FRAMING NOTES: 1) Roof sheathing to be unblocked 15/32" structural plywood or OSB w/ a radiant barrier. Nailing to be 7d vinyl coated sinkers at 12" field and 6" edges. 2) Use appearance grade roof sheathing at all over hangs type. 3) Headers in bearing walls to be 4x12 DF#2. Headers 4' or less in length to have one trimmer and headers longer then 4' with a max length of 8'-0" are to have two trimmers unless otherwise noted. 4) Nails at structural panels edges shall have 3/8" edge distance and nail heads shall be driven flush but not penetrate the face of the panel. 5) No cuts or notches shall be made in the outer edges of the middle 1/3 of beams, rafters, or joists. 4•_12 I O D co '•ti = Q� liN i i N U I u- 01 - m li e I if a<<J�l z - _....__; eye �O 4:12 r-------- tl------_ Solid Bl: cking'\Proposed @2'-0O.C. I } �I Proposed Addition _ Addition Rafters ___.o+t ai d Ceiling Joist -.'— - '--CUT 20" x 24- HGUS3.25/12 3-1/8" r ACCESS HIL I INTO EXISTN i Tj —.:�:. ::•::.......- .. :.::-:-.:-.:-.:.:... :G:r:1::•:•:�:.•:.:—.:.'. . ....... .......... .7. 1..:.:.:.:..::.:.:.:. .. ......;.ATTIC TTIC..AREA 5.125x9 GLB, 20F -V3 r ... ! ..j ...i_.:.s..._.........x....'..........................I .. .... i ....... . ...................... ...s _.... :7r— r .......... ...........- .................. .............- ...........--- �........... :. r : :::: ....... �:::::::::::::.............. :..:............... I I ..... . ., I _ I.---- --a•-�----{ -i - ' Existing - Existing............ ... : __ = .Structure ... ......: Structureo I L nverRiamtn = _:©ver:FrarmIn i d, g. g:: ! 1. i ..........� :::::::::I�::• _....may I ii .........e- !-' ::ft:: ::; �:. � I �; � -.,l � S L� •, � ! is :::m 9 : i '•... tisk` Fee' ea I i N !x,: a and I I is ::� :::: i , —=: �.._ . , otos • r I I = t._I!•. ?: - �gP�.t._. -_-'v .:-.�.._...t N I... 4:12 4:12 e Roof Framing Plan Scale 1/4" = 1'-0" Contractor: To Field Verify Existing Roof Pitch, heal, sheating thickness, and Over Hang Prior to Construction of New Roof Framing at Addition. (Match All Existing) PERMIT # ' %q"��- ~� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE "IATF-�.. Bpi ® ■ ■' ■t -141 2581 California Park Dr. #168 Chico,CA 95928 Client Address: ♦W V W ■ rn. v+ CO O o cd U U .. 0 �- C.) 00 • U Lo U C0 Job Site Location: co LO �TT M 4-- cU U O U 00 • � U Project Information: Drafting By: JL Job Name: Young Job #: 1638 Date: 10/21/16 Rev #: 00 Authorization By: Signature only by: Jas n Liebgott ALL IDEASVDEGNES AND PLANS REPRESENTED BY THIS DRAWING ARE THE EPROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Roof Framing Layout Plan VANW.LHdesignsHomes.com L LHDesignsHomes.com z 0 0) D r m G! 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