Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
017-190-005
C-1 0 U U ❑ ❑ ❑ D Ztoz001W 0 ` O .(n0) m� �^ 0 o D o m oni p 07 m 0 u) m' 7 N m� m a a 0 CL 0 X 0.0 m O C n a 0 3 O O O O m y 7 7 7 N 7 C m Cr 00 7 t<o O m 5. a a00 o m y m u m Z 7 7 O 0) o 0 7 m 3 N O a 0 m N 7 n 3m m 0 m m 0 7 f0 o_ C cQ a S n 0 Wm S S c o - �. m to c < 3 Nm j C n O N 0 CC a O a_ ACTUAL FACILITIES/SERVICE PROVIDERS USED Inert Material (Concrete, asphalt) m ym _ Plant/Tree Debris i Dry Wall W 0 W � c -- N I Other. m nc 5D f F 0 m' 3 2 0 BU,rTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Final inspection willnotbe scheduled until completed report submitted APN• 0171 v 1 /chO"_V o()rBullding Penult # � ` 2cy Owner Name: Owner Phone: Jobsite Address: Protect TVDe: D Construction n Demolition Jobslte Contact: Company: 0 CD O O O n 3 !✓ 0 X m O G7 Z a, O i n < c rn O a Q n n 3 M 0 T x 4 CD D 'a "i a ly N 4 z 0 3 0 CL (D (�7 m8I1 te: Butte County Development Services. Building ! 7 County Center Drive ; Oroville, CA 95965 Jobslte Phone: ( ) MATERIAL Retie Recycle 01sDonn" al Tonnage Tonna a Tonna I ACTUAL FACILITIES/SERVICE PROVIDERS USED Inert Material (Concrete, asphalt) Lumber i Plant/Tree Debris i Dry Wall Metal Cardboard I Other. 1 Other, f I otal tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) Percent recycled/reused % Please sign indicating that the above information is true and correct to the best of your knowledge: i Attach copies of weight receipts, gate tags, or cdher verifying information for all materials that were reused, recycled. or disposed. Applicant: (Owner or Contractor): Date: Circle which Final Report returned with comments: (Initiaq Date: Final Report approved .(Building Inspector) Datec _ K:\BUILDING\2011Wpptoved fotms\Res Green Bldg. fotms\Waste Diversion -Recycling fotms.doc .0°orf. .couN� Butte County Department of Development Services BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Permit Center Phone 530.538.6861 Fax 530.538.7785 www.buttecounty.net/dds SPECIAL INSPECTION NOTE For Building Permit # B J S— A `i S 6 , Assessor's Parcel # 017 — 1 '10 - 0 0 5 Structural Tests & Special Inspections- 2013 California Building Code Chapter 17: In addition to the inspections required by Division II, Section 110, the owner or Registered Design Professional acting as the owner's agent shall employ one or more speciEl inspectors who shall provide inspections during construction on the types of work listed under section 1704. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official ar_d the engineer or architect of record. All discrepancies shall be brought to the immediate attention -of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County B61ding Division stating whether the work requiring special inspection was, to the best of his or her knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him or her, so inspections must also be made by the Butte County Building Division. 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ❑ Structural Masonry ❑ High Strength Bolting F Welding ❑ Bolts Installed in Concrete ❑ Other: Name of Special Inspection Company: APPL2t 7j , g. $-r/N6- G o+v5a L-rAMt�5 BUTTE COUNTY JAN 0 6 2016 DEVELOPMENT SERVICES November 11, 2015 Butte County Building Department 7 County Center Drive Oroville CA 9.5965 Re: Broche Residence Cliffhanger Dr. Paradise, CA Attn: Building Official PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES CODE COMPL FOR DATE r Z BY� I have -reviewed the attached truss designs provided by Systems Plus Lumber Co.. 1v1y review indicated that the truss .calculations for the roof are in general conformance with the engineering requirements as specified on plans. Truss configuration, geometry and other architectural features are responsibilities of truss designer/ or project architect/designer. If there are any questions or concerns, please feel free to contact me atthe number below. Thank you, Jarrod P. Holliday P.E. 4 � S BUTTE NOV 3-1; L iOii-•i L Jarrod Holliday, P.E. 5550 Skyway Suite C Civil, Structural, Septic Design Paradise CA 95969 (530) 477-3700 Phone/Fax ranchoengineering@hotmail.com — Systems Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 96007 (530) 378-6800 (530) 365-5903 fax Trusses & Pre Manufactured Wall Panels systplus@systplus.com www.systplus.coin INSPECTION AGENCY Timber Products Inspection, Inc. 105 S.E. 124°i Avenue Vancouver, WA 98684 Tel: (360) 449-3138 Fax: (360) 449-3953 *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. a= Nil MiTek",' ICC ES Report ESR -13118. ES -1 1988 IAS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303 4.2 IBC/IRC 2012 SECTIONS (2303.4/R8:32.1 Oroof/R502.1 I floor) TRUSS ENGINEERING LAYOUT YES ❑■ NO ❑ Standard Truss Detail Title Dctail "' = Included Gablc End 85 Wind B I Gablc End 110 Wind B IA Gablc End 110 Wind C 113 Hat Truss over 6/12 2 Hat Truss under 6/12 213 Web Bracing Details 3 Valley Fill Frames 4 O cn Face Jacks 5 Toe nail 6 Bearing Block 3.5 7 Bearing Block 5.5 7A Floor 8 Dbl T/C Notching 9 HVAC 10 Truss Data II Purlin Gable 12 BCSI at w%vw.sbcindustrv.cotn BCSI-BI Summary Sheet at www.sbcindustrv.com Systems Plus Job Number 1509-119 Date 11/12/2015 Revision(s) Customer Broche Project Location Paradise, CA PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE T BCSI-B1 SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NMYNTTY AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES Nov- 3 0 201 QI 111 A.. — vV VIV I i thaw.... _ "�IL..UIIV(„ r DIVISION ..� . PLvt-tyllNT SERVICES APPROVED SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET. APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PILUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-Bl SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SP3CIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER THAN THE GRADE SPECIFIED. BRACING: -REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL #3 (1VQI/SAC5I & MIUSAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. BUTTE COUNTY BUILDING DIVISION APPROVED JANUARY 1, 2009 —�}LUJUoI� IJ' V MiTek USA, Inc. L -BRACE DETAIL Nailing Pattern .L -Brace size Nail Size Nail Spacing 1 x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d 8" o.c. I Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) Nails t SPACING A' WEB k t L -BRACE Nails Section Detail F L -Brace Web ST - L -BRACE Mi sk USA, Inc. Page 1 of 1 Note: L -Bracing to be used when cmtinuous lateral bracing is impractical. L -brace must cover 90% of web length. L -Brace must be same species grade (or better) as web member. BUTTE COUNTY BUILDING DIVISION APPROVED "' DIRECT SUBSTITUTION POT APLICABLE. L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 T2 2x3 or 2x4 i 2x4 ••• 2x6 2x6 "' 2x8 2x8 "' --- DIRECT SUBSTITUTION NOT APLICABLE L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 1 2 2x3 or 2x4 1x4 2x6 I 1x6 2x8 2x8 "' "' DIRECT SUBSTITUTION POT APLICABLE. L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 T2 2x3 or 2x4 i 2x4 ••• 2x6 2x6 "' 2x8 2x8 "' --- DIRECT SUBSTITUTION NOT APLICABLE Re: 1509-119 Broche Residence MiTek USA, Inc. 777T Greenback Lane Suite 109 Citrus Heights, CA, 95610 TeleFhone 916/676.1900 Fax 5=161676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R45879188 thru R45879193 My license renewal date for the state of California is December 31, 2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OQ,�OF�19'Nn'le �pT�Izr' LU v 7642$ Z m EXP. 12131/2016 S+T �9 November 11,2015. Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular tuilding is the. responsibility of the building designer, per ANSI/ TPI 1. BUTTE COUNTY BUILDING DIVISION APPROVED Job Tnm Truss Type Oty Ply Brodie Residence TCA 0.0 SPACING • 2-0-0 i CSI. DEFL R45e/e169 tfxre 119 A02 Roof spacial 5 t Vert(LI-) -0.07 11-12 2-999 240 hmo 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (ootlo tell --------------- ---------------• ..v.vaoq,..v.uwnw,naunuws. mc. nwrrYvnw:voiYlaID resat ID:MAoWUAMBp CgJTuaBaLyvpfo-vw yr=Wwktroy4FyvP0_d(1nOWL871YeMyKGK4 1 - 3-tt-12 I sb0 11.1012 I ».4A I 2344 20.8-0 111-12 z-03 6•talz 5-1012 5.10-12 all -t2 Scale o 1:44.8 314 = 4 15 o.25 R-2 30 = 4x4 = 3x4 II 5 1B 6 7 14 13 12 11 10 2x4 II 3z4 = 3x5 = 400 = 2x4 II ING (PA TCA 0.0 SPACING • 2-0-0 i CSI. DEFL In (toe) Well Ud PLATES GRIP (Roof Snow -20.0) Plate Grip DOL 1.15 TC 0.29 Vert(LI-) -0.07 11-12 2-999 240 hmo 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 VOKM) -0.24 11-12 2,958 180 BCLL 0.0 • Rep Stress Ina YES i WB 0.87 Horz(TL) -0.03 8 n1a n/a CDL 1n_0 Code tlSC20127rP12007 (Matrix) I Weight: 116 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x8 DF N0.2 'Except' TOP CHORD 3-7: 2x4 DF No. 18Btr G BOT CHORD 2x4 DF No.18Btr G •Except• BOT CHORD 2-14.6-10,.U4 OF Stud/Std G WEBS 2x4 OF Slud/Sld G REACTIONS. Qblslze) 8=25210.11-12.2-103610-11-12.9=1095/0-11-12 Max Horz 2=19(LC 9) Max Upfdt8=252(LC 1), 2-111 (LC 8), 9-49(LC 9) Max Grant 8=32(LC 9), 2=1038(LC 1), 9=1095(LC 1) FORCES. Qb) - Max. CompJMax Ten. - AO forces 250 (Ib) or less except when shown. TOP CHORD 23= 607/0, 3.4 -1745!0, 4-16=143110, 5.15=1428/0 BOT CHORD 12-13-1563, 11-12-/1739, 6.9=.974174 WEBS 2-1300/789.3.13=-992126.3.120/1227, 4.11=-328/7, 9.11-16/1495, 549-143810 Structural wood sheathing cinctly applied or 4.9.8 oc pudins, except end verticals. and 2-0-0 oc pldins (6-0-0 max.): 13. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Siabtlizere and required cross bracing be Installed during truss erection, in accordance with Stabillzar 1 Installation 0. 1 SDTTE COUNTY BUILDING ')'VISION N NOTES- VED 1) Wind: ASCE 7-10; Vufl=110mph (3 -second gust) Vasd--87mph; TCDL-.Opsf: BOOL=B.Opsf; h -25R: B4-511; L=25f1; eave=oft; Cal II; Exp B; enclosed: MWFRS (dtrectionaq and C•C Exterior(2) 0-0-0 to 3-0.0. Interio41) 3-0.0 to 24.8.4 zone; cantilever left and right exposed; and vertical left and right exposed;C-C for members and forces 8 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 It: Exp S; Partially Exp.; Ct01.1 3) This Was has been designed for greater of min roof live load of 20.0 pal or 1.00 times flal roof load of 20.0 psf on overhangs non -concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide wi11 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 lb uplift at joint(s) 9 except Ql=Ib) 8025: ,2-111. 9)'Semi-rigid pitchbreaks Inducing hoots' Member end fixity model was used in the analysis and design of this truss. 10) Graphical pudin representation does not depict the size or the orientation of the pur in along the top and/or bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.6001n. ® WARWM- Vmflp doalan pa.Q?0 orW READ NOTES ON TM ANDIMXLM®NnEX NFFFFAN= PArra AM7473 mv. IdW=rtl BEFORE USE a�mmnsystan Befora�trse th0 pN�ptrtg nun vhe�appU�b01y o�1 deft��Doramet�am�na d bfxapeM tr,CatPorota if�destgn Mnov^omoll W9dat8 dash. BraW,g irttllcotad b to prevent bueldnBB of htdhAduot hurt vrob mW/a chord mambas omit. Atltlltbnal lamporory and pamronertl Oroctn0 ah � raqu6etl tp rtal754Y 0-W to Prever,n c070ASa wlfh pasdble pasor,al �y and properly damage. Far geheral puldance regardhg the storage, tlesvery, arectlan anti hractrg w tenses acrd truss systerm. see ANSI/ryn ouosh abdo. DSB$9 and Lnesl auLtmrte Compononf Salefy hiamatlon Waaabt0 from Truer Pbte fMiMe. 21 S N, tae Sheat. Sues 312 AlexandSa. VA 22914. 9?,oFESS/pit y��pTNlO hFlF�yc tL 8 76428 7z m * EXP. 12/3112016 ^T �T CIVIL �TFOF CAl1F�� November 11,2015 TTiif�* MiTeW M Greewadc Lane SP 24 2322 214 II 4x4 = 2x4 II 025 (14 30 = 3.4 II 5xe - 3x4 = 5 29 S 27 7 26 6 Scale =1:77.3 6x6 = 4xS = 20 I I 9 0-o 10 11 gh, I �Mh, = im. 19 16 17 16 15 14 3x4 It 4x19 = 3x6 = 4x4 = 30 =20 II BAA .t_I I :loci I xaod , saa.s vwo &tAA I 4 -Ma a."a t•tx 1-M 741-0T$0 xo+ 0111-12 244 .o. LOADING TCLL TCLL 20.0 SPACING- 2-0.0 CSI. I DEFL in Pa) PLATES GRIP (Root Snow --20.0) Plate GripDOL 1.15 TC 0.51 Vert (LL) -0.OB 20-21 3,999 >99 40 240 M720 2201195 TC 10.0 Lumber DOL 1.15 BC 0.52 VertM) -0.20 16.18 3,999 180 BC LL 0.0 ' Rep Stress Ina YES WB 0.54 korc(TL) -0.02 13 Na Na Cade IBC20121TPI2007 (Matra) Weight 213 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF No.1&Btr G'Excepf' TOP CHORD 11-4:24 OF Not G BOT CHORD 2x4 OF No.1&Btr G'Except' BOT CHORD 6.19,10-14: 2x4 OF Stud/Sid G WEBS WEBS 2x4 DF Stud/Std G REACTIONS. All bearings 0.11-12 except (t -length) 2=0.5.8, 3.0.5-0. (Ib) - Max Horz 2-27CLC 10) Max Uplift Ali uplift 100 lb or less al joinl(s) except 2-190(I.0 12), 3=-302(LC 1) Mex Grav Ali reactions 250 Ib or less at joints) 3 except 13=1198(LC 1), 2--965(LC 1), 20=1383(LC 1) FORCES. (tb) - Max. CompJMax. Ten. - All tomes 250 (Ib) or less except when sham. TOP CHORD 3-0=397/4, 4-5-38310, 7-28-115614.8-28-116112,84-143719,9-29-1411377. 10-29-141/377 BOT CHORD 6-20 99/77,17-18=WI432,16-17-0/1432, 15.16=01404,10-13=-255/86, 112-113-32011125,20-21-251380 WEBS ' 6.20=585f79, 18-20=0/1227, 7-20-1285/0, 8.18=-312/10.8-16=3g0/99. 9-16-17/1147, 9-15-48MIll, 13-15=0/746.9-13-454/114,10-12--126/349, 3-21-0/489 Structural wood sheathing cirectly applied or 4-11-13 oc purlins, except end verticals, and 2-0.0 oc purlins (6-0-0 max): 1.4, 9.11. Rigid ceiling directly appliec or S -M oc bracing. 1 Row at midpi 1-20.8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. BUTTE COUNTY BUILDING DIVISION APPROVED NOTES- 1)Wind: ASCE 7.10: Vult=1 /0mph (3 -second gust) Vasd=87mph; TCDL-0.0psf: BCDL-0.0psf, h-25ft; 8-05% L=41ft; eave=511: Cat II; Exp 8; enclosed; MWFRS (directional) and C -C Exterior(2) 0.1-12 to 4.2.15, Interior(1) 4-2-15 to 4010.4 zone. cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -11.6111 plate grip DOL -1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Peniaily Exp.; Ct-1.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3$•0 tali by 24-0 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 190 lb uplift at joint 2 and 302 Ib uplift at joint 3. 8) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design or this truss. 9) Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shag not exceed 0.500in. ®WARNBM. Vergy doxfan pxmmtan rand READ NOTES ON VUS AND INCLUDED MrMK REFEMNDEPAW KhMn mv. I M. M5 BEFORE Use Derlan� � a� �o � �Mir�e�8 �n�o � de�ipn b bored oon�ly upon porameten maven, orM b for on EntlMduW bu0ding corthponanr. not ebu&fkrg design. fxOCtng Indiemed b to prevent bueNtrg o01 fndl�o buss �b � d�ad�memben a�dy� a Shb design trno fhe ovorol tl ohvoys renvaee tar srobffiry and to prever>f ca0apsa with Double persond Injury and properly damoge. 1-p general gold t�rega�dhg�nem �� fatxicotton, storage. delivery, erection and bracbg of treasas aced truss rgtarro. sae ANBRPII Oveley Qtioda. D!B•89 mid aCA auxAng tmnpmeeM Safety INmena4on awBable from Teas Vote tndtthxe. 218 N. lee Street. $a1iB 312 AlexmedrW. VA 27314. QRpF ESS/pN ��� pSNlO 9�F ,- v 76428 m Z � � v z EXR 12/3112016 A CIVR OF CA�IF� November 11,2015 Welk' 7777 GreMmatlh Lane sulle 109 Job Truss Teres ypeJOIY 0.25 5112 Pty Brodto Rmkartw ' 1pwspccw -0-0 SPACING- 2 R456791907500•!10 DEF1 B02 3x6 11 10 I t (Root Snow--20.0)Plate Grip DOL 1.15 TC 0.51 VeKU) Job Reference (aotionall srsr=ole ruw LUM=K AnuUr4lxM LA eowr r.xKa a Sep ar aeto Mnax rnwmea. rne. wao'V t t IM./rXa4 neo e t ID:MIbWLIAMBpCtFCgJ7ueBLyVpfO.lvVhhPgeeRJDkUJ8XI0VcOra08FpXF71orW GK1 M 1 :2, oa 1 12•t•1d I to 112 21." I 2880 S8 D e l st!-04 I Iso 0 ape 2po 8.1-1/ 61.11 1 2.94 7pe 741.0 2p4 4.11-12 Seste = 181.1 LOADING (per 0.25 5112 ' TCL- 20.0 -0-0 SPACING- 2 CSL DEF1 to (roe) 3x6 11 Lid PLATES GRIP (Root Snow--20.0)Plate Grip DOL 1.15 TC 0.51 VeKU) -0.08 16 >999 6X6 = 3X8 II 6x8 = 4x4 = 3x4 II Ed 4X4 = US = 45 = 2X4 II 180 I 1 2 3 4 526 627 7 28 8 29 9 1030 11 Code IBC2012/TPI2007 (Matrix) Weight 198 tb FT - 20% 25 242322 21 13 2X4 11 4x4 = 20 II 4X4 = t9 18 17 15 10 4X5 _ _ 2x4 II 4x8 = 3%6= 4xX 5 = 9X0 =2x1 II 3X4 7x8 = 6tB = LOADING (per ' TCL- 20.0 -0-0 SPACING- 2 CSL DEF1 to (roe) Udefl Lid PLATES GRIP (Root Snow--20.0)Plate Grip DOL 1.15 TC 0.51 VeKU) -0.08 16 >999 240 MT20 2201195 TCDL 10.0 Lumber DOL 1.15 SC 0.39 Vert(TL) -0.25 16-18 >917 180 I SCLL 0.0 ' Rep Stress Ina YES WS 0.55 HorzM) -0.00 20 n1a rda Code IBC2012/TPI2007 (Matrix) Weight 198 tb FT - 20% LUMBER- BRACING - TOP CHORD 20 OF No.1&Btr G'Excepr TOP CHORD 1-4:24 OF No.2 G BOT CHORD 20 OF NO.1&Btr G'Excepr BOT CHORD 6-19.10-14:20 OF Stud/Std G WEBS WEBS 2x4 OF Stud/Std G REACTIONS. All bearings 0.11-12 except (jt=length) 2.9.8, 3=0.5.8. (Ib) - Max Harz 2-27(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13 except 2-197(LC 12) Max Grav All reactions 250 Ib or less at joings) 3 except 20=1485(LC 1),13.1133(LC 1), 2-722(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 4-5-7501, 5.2611021, 26-27=011028.6-27=011 029. 6.74111092, B-29--1477/0, 9-29=1485/0, 9.10=303!820 BOT CHORD 6-20-282148,17-18--011481.16-17=011481. 15-16=01316.10-13=-4161129. 12-13-74$267,22-23-2=66, 21-22-13/361, 20.21-17/751 WEBS 4 -21=4/378.5 -20 -181619.18 -2D=01308.7 -20-1399M. 74&41/455.8-18-1412/0. 9.16-110/1239, 13.15411402, 9.13=1243/112, 10.12-292!801, 3-23-251293, 4-23-48Q7 Structural wood sheathing dir9cl[y applied or 4.10.5 oc purlins, except end verticals, and 2.0-0 oc puttns (6-0-0 max.): 1.4, 9-11. Rigid calling directly applied cr 6-0-0 oc bracing. 1 Row at midpl 5-:0. B-18 MTek recommends that Sts bliizers and required aces bracing be installed during truss erection, in accordance with Stabllber 1 Installation nulde. BUTTE COUNTY BUILDNG DIVISION APPROVED NOTES - 1) Wind: ASCE 7-10: Vult=110mph (3 -second gust) Vasd=87mph; TCDL41.Opsf; BCDL-6.0psf; h=25ft; B=45ft; L-43ft; eave=5ft; Cal. 11; Exp B; enclosed; MWFRS (directional) and C -C Exte for(2) 0-1-12 to 4-73. Ihtedor(1) 4.7-4 to 42-103 zone; cantilever left and right exposed ; and vertical tell 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; PI --20.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; 0=1.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconwnent with any other live toads. 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 tall 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 mechanteat connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13 except at --lb) 2-197. 8) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict Ote size or the orientation of the purtin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ® WARM= -Vac d.01 M.W. mrd READ NOTES ON DUSANDoMCLUDED tlRFKREFSR4WEPAGEMe•7m roc. IaVZ IS BEFORE � use onua�m mxi, est�on�,iri+haouio a a9stgr+�e°i'rruet vry erenea1>Syx eide9�,�poemne d wo xP«erM 1^c«Dowum Cx�Qdtng coreo�ent nor buildkt8 tlesign 9roeinp irtdtcoted 9 ro pavan! arcmrg of IndMduot hva sveb onQ/or tlrorQ rrrombea only. AdQ111anW tempsbpt prolrocY,D b a0vroq requlad for nabBry artd to prew3m coCopse with possble Personol trrtpny and property damoge. Fa general gukfonce regandrlG the tabdeotbn storage. QeOvery, erectbn and bradnp of tnasm and hxm systems, tee ANSI(TPII GooOy Cdteda DSS -89 and SCSI BuOBrg Componert Barely aderineSOe Waiabl9 from Tela Pbte tru9tute.218 N. leo Street. Svke 712 AlBzafxd7q. VA 22311. Q�OF ESS/0N� PapTNlO h� F2Gl U 76425 z m v z EXP.12/31/2D16 * ii/ November 11,2015 WOW 7777 ereeMack Lane stdte 109 lJob i rues Truss Type JCXY Btodte RUMMM R45B79191 1509119 , 803I Root 6pedd 6 IPly 1 _ �� p� yF� , 3) Provide adequate drainage to prevent water porMing. 4) This truss has been designed for a 10.0 bottom live load &0 Co 2 2 psf chord nonconcurrent with any other live loads.CD 5) • This truss has been designed for live load 20.Opsf Uj 7642 g m job R(opticnall SYSTEMS PLUS LUMBER ANDERSON CA 96007 7.840 s Se 29 2015 Mitek Indus0les. Inc. Wed km 17 09:48A8 2015 Pagel ID:MAoWLL4MBpCtFCgJTuBBLyVp10•supRcMesyKTS)da1MoX46GlOrZTu)9U4l =)(ayKGK9 I asw i ego 13$0 2112.11.12• 25614 3500 .3e -0d 43-00 460 2-0-0 7$0 740 1-11.12' 6$.2 584 ' 2-04 4-tt.12 3A II 5x6 = 3x8 II 6x6 = 1 2 3 4 0.26 12 4x4 = 6x6 = 4x6 = 25 5 26 6 7 27 Scale =1:31.1 24 2322 21 20 19 17 13 12 2x4 11 4x4 = 2 3x4 4 V 5x6 = 400, = II 18 15 10 4x5 3x0 = 4x8 = 3x4 =2x4 II 64 = 8x8 = Sao t3b0 214a 2&11-1z z5s1a 3590 3B -0d 39x0 43 00 Plate Offsets (X,Y)— 12:0.4.0.0.0.81. [3:0 •0.0-0-01. [4:0.2-12,0-2-01, (13:0.6-0A:L-41,_118:0.6.4.0.441 Exp 15; enclosed; MWFRS (directional) and C -C Exledcg2) 0.1-12 to 4-7-4, Imerio41) 4-7-4 to 42-10.4 zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 LOADING (psn0.0 2) TCLL: ASCE 7-10; Pf--20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 _ �� p� yF� , 3) Provide adequate drainage to prevent water porMing. 4) This truss has been designed for a 10.0 bottom live load &0 Co 2 2 psf chord nonconcurrent with any other live loads.CD 5) • This truss has been designed for live load 20.Opsf Uj 7642 g m a of on the bottom chord In all areas where a rectangle 35-0 tell by 2-0-0 wide will 0 fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the lumber members. SPACING- 2.0.0 green 7) Provide mechanical connection (by others) of Cruse to bearing plate capable of withstanding 100 lb uplift at)oint(s)13 except (t=lb) CSL I DEFL. in Qcc) Wall Ud PLATES GRIP (Roof Snow --20.0) Plate Grip DOL 1.15 OF CN-* TC 0.51 Vert(LL) -0.13 20 >999 240 MT20 2201195 TCDL 10.0 Lumber DOL 1.15 SC 0.46 Vert(M) -0.39 19-20 '>675 180 BCLL 0.0 • Rep Stress Ino YES WB 0.66 Hca(TL) -0.01 13 n1a n/a Code tBC20121rPi2007 (Matrix) Weight 203 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.188tr G *Except- TOP CHORD 1-4:2x8 OF Not G BOT CHORD 20 DF No.18Btr G 'Except' BOT CHORD 7-17,10-14: 2x4 OF StudlStd G WEBS WEBS 2x4 OF SludGtd G REACTIONS. AD bearings 0-11-12 except (V -length) 2-0-6-8,3=0-5.8. (lb) - Max Hoa 2=-27(LC 10) Max Uplift All uplift 100 Ib or less at)oint(s)13 except 2=212(LC 12) Max Grav All reactions 250 lb or less at)oings) except 18=1448(LC 1),13--938(LC 1), 2=412(LC 1), 3=649(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 4.25=1943124, 5-26=1934125, 7-27=011071, 8.27-0/1083, 8-28=-531/D, 9-28=-53810, 9-10=301/816 BOT CHORD 7-18-1131129, 10.13=-4311133, 12-13=7451267, 21-22-141531, 20-21.4/553, 19.20-711938,18.19=1194/33 WEBS 4-21=0/300, 4-20=-W1403, 5.19=-1930144, 8-19=266/56, 7-19=011493, 16.18 1613, B-18-1628/0, 9.16=1011528, 9-13=-9551118,10-12=-292!800, 3.22-30/397, 4.22=-703/18 Structural wood sheathing d redly applied or 4-1-11 cc purlins, except end verticals, and 24)-0 cc pulins (641-0 max.):1-4, 9-11. Rigid calling directly applied or 6-10-13 cc bracing. 1 Row at midpt 6-19.8-18 Installation recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. U UTTE COUNTY Doi: isio: APPR0� D NOTES- 1)Wind: ASCE 7-10; Vutt=17Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=B.Opsf, h --25f; 8=45ft; L=1311; save=5tt; CaL Il; Exp 15; enclosed; MWFRS (directional) and C -C Exledcg2) 0.1-12 to 4-7-4, Imerio41) 4-7-4 to 42-10.4 zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Q?,oFESS/pN O ti ��Q NE's F a 2) TCLL: ASCE 7-10; Pf--20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 _ �� p� yF� , 3) Provide adequate drainage to prevent water porMing. 4) This truss has been designed for a 10.0 bottom live load &0 Co 2 2 psf chord nonconcurrent with any other live loads.CD 5) • This truss has been designed for live load 20.Opsf Uj 7642 g m a of on the bottom chord In all areas where a rectangle 35-0 tell by 2-0-0 wide will 0 fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the lumber members. of EXP. 12/31/2,W6 17 green 7) Provide mechanical connection (by others) of Cruse to bearing plate capable of withstanding 100 lb uplift at)oint(s)13 except (t=lb) * 2=212. 8)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 9) Graphical �P purlin representation does riot depict the size or the orientation of the puriin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. OF CN-* November 11,2015 ®WARNIM-Yore-WexlpnM..-.uWREADNOTESON 77QSAND INCLUDED WMKRF7, AWCE PAGE 40-747 rev./00.VM5BEFOREUSE Deign wtd tar use onMwan bu7elt®tormaetaa ihh da,iDn b based ttnrartteten shown, and is f« an'vttlNlduW pu,Wmg eortelonent. not o suss system. Betoro use. the bu5dr10 deslartur mtet vm8y the appaoobaly of deYgn p««neten and oraAeM inc«Paote fnh aeslDn kua the avem0 i����Y■�i bu3d rtp design. BroUng trsdcOted b to prevem budttng of trtdivid�rol trust web and/« cnotd members ant-. Adtftartd terr�oray «td pertrlartanl Oroctrp IYI�Y1T e alwoyt requkad 1« Sto00ry and to 11rBvenf aomase wlm tTaasible aeriorgt NO+Y and lxorzny :smogs. Far gentsof euldance reg«dNp the I lek' labkd6ort. starclge. de5very. erx6on and braciq of trtAses «td tnm sya«1a. sae ANfI/ry�1 GtraOfy Crkert0. 038.69 artd ef31 t:empwtent TM Gmenba& Lane tafetY trderrrlaaott avaEoble ham Trvss Plata trMkNe.218 N. leo Street. Sdta 312, Atetmnddo. VA 27J14. sub 109 Ctatas CA 956to Job Truss ITruss Type 1)Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasdx87mph; TCDL-6.0psh BCDL=B.Opsh h=25ft; Bx45ft; L=44ft; eave=5ft; Cat II; 8x8 = 11 Id ReWerm iR45679192 _ 8xt2 = 2x4 II 3x4 = OA 3x4 = 20 II 6x12 = 1QIy Fy 8 24 8 1D 11 1509.119 �CO2 IRool Spetlel 7 �oFESS/O Q N non wnadequ with other live loads. 4) Provide adequate drainage to prevent water ponding. _ apS NO /Y l�Zc 5) All plates are MINA plates unless otherwise indicated. 20 19 IS 17 16 15 14 13 12 Job Reference (rmtiah80 .,... . .....,...r.xwve azoiamriecrn'j bJ ex. wwxavttww:arsera t ID:MAoWUAMBpCiFCgJit188 yVplO-K4N�2:eV[eWLmr61tW3JaUE60SkASS GK_ 4-tt.tz sn-t2. testa ttit•�a 2200 i zaei � 298Q s7o4 aon4 44oa 4.11-12 ' 24-0 7�2 r 38.1 391 J$1 2$7 7$2 ' 2-00 a -1t-12 Scale x 1:81.7 025 fit 1)Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasdx87mph; TCDL-6.0psh BCDL=B.Opsh h=25ft; Bx45ft; L=44ft; eave=5ft; Cat II; 8x8 = Exp B; enclosed; MWFRS (directional) and C -C Extertor(2) 0-0-0 to 4.4-13. Interfor(1) 4-4-13 to 44-M zone: cantilever left and right _ 8xt2 = 2x4 II 3x4 = OA 3x4 = 20 II 6x12 = 1 2 3 21 4 6 22 6 237 8 24 8 1D 11 2) TCLL: ASCE 7-10; Pf=20.0 psf (Sat roof snow); Category II; Exp B: Partially Exp.; Ct=1.1 8� 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times fiat roof load of 20.0 psf on overhangs �oFESS/O Q N non wnadequ with other live loads. 4) Provide adequate drainage to prevent water ponding. _ apS NO /Y l�Zc 5) All plates are MINA plates unless otherwise indicated. 20 19 IS 17 16 15 14 13 12 C—O tr V 7 642 8 2x4 II 4X6 = 3,4 = 500 = 3x8 = 5x10 = 4x8 =2x4 II fit between the bottom chord and any other members. 8) A 4x12 M18SHS = plate rating reduction of 20% has been applied for the green lumber members. 6tt-12 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2. 10. --- nit is ao.o ra� gas to t ane a t t1 am 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Plate Offsets (X.Y)— [2:0-".0-5-121.[3:0-3-8. 3 O1, [8:D-38.04.01, 110.,D -M.0-5-121,114:0-1-12.0-2-01,117:04-12,0.2-01 12) Gap between Inatde of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. �TFOFCAI� LOADING (pg1) 1 ®WAwmro-wayd-1v pnememendimADNOTEsONn0ANDwamwmrrwRa wmcePAaEmw7mn..tm &msauowuse TCLL 20,0 SPACING- 2-0-0 CSI. DEFL In (roc) Vdefl Ud PLATES GRIP Mel( (Root Snow=20.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.42 16 :-M 240 MT20 2201195 TCDL 10.0 Lumber DOL 1.15 SC 0.78 Vert(11.) -1.3316.17 '303 180 1 M18SHS 220/195 BCLL 0.0 ' Rep Stress Ina YES WB 0.69 Hor4rl.) -0.13 10 n/a n/a Code IBC2012/rP12007 (Matrix) 'I Weight 2D9 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2x8 OF No.2'Except' TOP CHORD Structural Lural wood sheathing &eclly applied or 3.2-10 oc purlins, except 3-0,6.9: 2x6 DF No.2 G 2-0-0 oc pudins (6-0-0 max j 13, 9-11. BOT CHORD 2x4 OF No.18Btr G'Except* BOT CHORD Rigid corning directly applied Dr 6-0-0 oc bracing. 2-20,10.12: 2x4 OF StudlStd G MTek recommends that Srabilaere and required doss bracing WEBS 2x4 of StudlStd G'Except' be installed during truss erection, In accordance with Stabil'aer 3-17,9-14: 2x4 DF Not G Instellatian guide. REACTIONS. Qb/aize) 2=1657!0.11-12,10=185810-11-12 Max Harz 2) Max UpiiR2a42(LC42(LC 12), 10=42(LC 12) BUTTE COUNTY or lea except )113 DIVISIO � TOPCHORD2.3=860, =-4423/0,4=.460 45=-04270, 2141, 6-22-518210,6-22--518110. EUILDING 6.23= 5161/0, -14=QI , 8.24=-442310964, 716-17- / r 17-18 0/110 BOT CHORD te-19xon102, 17-18=011102, 76-77=0!4864, 15.18--0/4884, 1415n0/4884, 13-14�H102 49 4, 15.16=0/4 1 `V/ C APPROVED � ��� WEBS 2.19 11551, 3-19=-832/18,3-17-2113404,4-17-353/83.8-14-353183, 9.14=.2113404, 9-13=-832118, 10-13=011551, 5.17-419130, 5.16x01264, 7-14-619/30, 7-16x0/264 NOTES- 1)Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasdx87mph; TCDL-6.0psh BCDL=B.Opsh h=25ft; Bx45ft; L=44ft; eave=5ft; Cat II; Exp B; enclosed; MWFRS (directional) and C -C Extertor(2) 0-0-0 to 4.4-13. Interfor(1) 4-4-13 to 44-M zone: cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL -11.60 plate grip DOL -1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (Sat roof snow); Category II; Exp B: Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times fiat roof load of 20.0 psf on overhangs �oFESS/O Q N non wnadequ with other live loads. 4) Provide adequate drainage to prevent water ponding. _ apS NO /Y l�Zc 5) All plates are MINA plates unless otherwise indicated. ����Q� P' 'Qy Z 6) This truss has been designed for a 10.0 par bottom chord live toad nonconarrent with any other We loads. 7) • This truss has been designed for live load 20.Opst C—O tr V 7 642 8 a of on the bottom chord in all areas where a rectangle 3-0-0 tell by 2-" wide will W Z m fit between the bottom chord and any other members. 8) A [ 0 M plate rating reduction of 20% has been applied for the green lumber members. EXP. 12131/2016 m 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2. 10. 10)'SemWgtd pltchbreeks Including heels' Member end Sxity, model was used in the analysis and design of this truss. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. �P 12) Gap between Inatde of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. �TFOFCAI� November 11,2015 ®WAwmro-wayd-1v pnememendimADNOTEsONn0ANDwamwmrrwRa wmcePAaEmw7mn..tm &msauowuse I Dmlgn veld for�p orgy vAth AtDelra tOnneetm The detier+is Dined porW�yupon ttoremetea u+ovvrt. and a 1« on h�ritlubt Grtdxtg Camponerl4 not o tutus %Y1tOm. BBtarO use. the buOrStg designer must verDy the oppswbary W dmt�r tncapbrofe ' �� paanteten and PraPerN fhb design Into rhe OvefOO be9dna aeslgn. Mdkwted b ro prevent buex&tg of tndivw„a ova web «tar« dmrd members ordy. Addu«tm rempor«y and oenteonerU brotlng � b xtwars reoviad 1« stah>fety and to prevent exlapse wi0h ppsgble pea«tou hry,txy and aop«N donnga. for genera! guidance reg«aag the Mel( latxlcatlen, storoee. defivOry. «ec0art «W bractrtg of hUaBt «td tura systems, see grtil/�ry1 oalede. 059.89 and BCSt suDAng Campxnem j liefety t+dorrrtaaoe avalbble from Trus Note trvt0lrte. 21B N. Lee 5lteet.5uee J12. Alexandria VA 22!11. 7777 Gmehbark Lam SLD 109 ___ _- --_- job Truss Type ply Bro teResidence I ITFUSS DDf Snow -20.0) Plate DOL 1.15 TC 0.48 Ve R48B781B3 lJobReference(onfictall 1509.118 D02 ROW SPedd -0 09 7.8 >999 1 WS 0.20 Horz(TL) -0.01 5 n/a n/a RMIL inn Cade IBC2012/TPI2007 (9 Weight: 101 Ib FT = 20% SYSTEM PLUS LUMBER, ANDERSON CA 88007 7.840 a 28 2015 MITek t dusbtes, tyre. wed Nov 1108:48:4(12016 1 ID:MAOWLIAMBpCtFCgJTtm LyVpM.cG BF2f7Uy)Axw01 DaYBhtvnseB4808N1a yKGJt 2-11.12 a" 15$A 20-M r 2 -ti -12 4-11-12 i State =1:37.0 7x8 = 2x8 It so = 74 = 2x4 1! LOADING (pal) SPACING- 2-0-0 TOLL 20.0 SPAGrip CSI. DEFT_ in Voc) Udell Ltd PLATES GRIP DDf Snow -20.0) Plate DOL 1.15 TC 0.48 Ve 18800 w MT20 2201795 TCDL 10.0 Lumber DOL 1.15 SC 0.35 Vert(TL) -0 09 7.8 >999 Rep Stress Incr YES BCLL 0.0 ' WS 0.20 Horz(TL) -0.01 5 n/a n/a RMIL inn Cade IBC2012/TPI2007 (Matrix) Weight: 101 Ib FT = 20% LUMBER- BRACING- TOP CHORD 2x8 DF No.2 TOP CHORD 2-0-0 oc pudins (640 max,Y 1.6. BOT CHORD 2x4 DF Stud/Std G *Except* BOT CHORD Rigid calling directly applied 3r 10-0-0 oc bracing, Except 7-9: 2x4 DF No.18BU G 6-0-0 oc bracing: 7-8. WEBS 2x4 OF Stud/Std G MTak recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aulds. REACTIONS. 6111size) 2=644/0-11-12. 5=844/0.11-12 Max Uprr t2-104(LC 8), 6-165(LC 9) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-42410,3-10=.42410,3-11=42410,4-11=-42410,4-5 24/0 WEBS 2.8=01431, 5.8=0!455 BUT TE C Bu'LD �VN7'Y NOTES- 11�G 1) Wind: ASCE 7-10; Vuit=110mph (3 -second gust) Vasd-87mph; TCDL�.Opsf; BCDL�.Opst h=25ft; B-45114 L=2411; save=411; Cat p� D'�'S'0 Exp B; enclosed; MWFRS (directional) and C -C Exlerior(2) 0-0-0 to 3.1$. Interlor(1) 3-1-0 -0 to 20zone; cantilever left and rtght� [ROVSij iiDad; red vertical left and nghl exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OL=1s 2) TCLL• ASCE 7-10, Pf=20.0 psf (flat root snow); Category It; Exp 8; Partially Exp.; Ct-1.1 3) This truss has been designed for greater of min root tine load of 20.0 psf or 1.00 times flat roof load of 20.0 psi on overhangs non-ooncurram with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 6) • This truss has been designed for alive load of 20.0psf on the bottom chord in all area where a rectangle 3-" tag by 2.0-0 wide will fit between the bottom chord and any other members. RQf ESSli 7) A plate rating reduction of 20% has been applied for the green lumber members. �C.�e S N!0 8) a mechanical connection (by others) of truss to bearing plate capable of withstanding 100 (b uplift at joint(-) except Qt�b) 2=104, �Q- P�� hr� try 5-165. 9) *Semi-rigid pilchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. h GJ c, 10) Graphical purtin representation does not depict the sae or the orientation of the pudin along the top and/or bottom chord. C� 7642 $ y t1 h 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LU M 5 EXP.1213112016 Z7 `F F November 11,2015 ®WARNWO-YMry&-411 perm M-dRFAD NOTES ON TNIB AND WMWED UM REI�ERANGHPAOE WF7472 mv. 1a413/10r3 BEFORE USE 1R' Design va4d lar use oNy with MRek®cortneetan. Thb deslgrt b Isosad only upon parartrelon snawn, and k for on hldMduol pone ®s o fnm system. Before use, the bulldtrtg dedgrter mutt vedry the ap of design parametea and properly trtctxpaate tb�design�trtlo the tmra�ra9 buBd'vtg des�n. Broctrtg hxUlwted b fo prevent buc�np Of IntfMdual truss web and/a Ntottl members Ordy. Additlanal temporary Ord Pemlmtanl bracing p g b always reLlsAred lar siabBiry and to Prevent couoPsa wiM posilble Pesaro! InjutY and popeAy domoge. For general guldonee regarditg the 1YIiTek' labrleaflon, storage, dtdrvary. esectlah and broctrtg 01 tnatm and buss systems. see ANSI/ry11 QuaOty otteda aSB-ay arM 6031 asdk8np Cortsportatd TMOreenbed Lane Sassy trdormatlat oveBobte from Truss Plate iutkute.218 N. tae Slreat. Suite 312. Almaon�fo, YA 22314. Sulle 109 �v Z G) 0 C_< MVD 10 0 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates 10 both sides of truss and fully embed teeth. 0'1/16 r For 4 x 2 orientation, locate plates 0 -'Ar from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING 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/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSO -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 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 2 3 TOP CHORDS CLT C2.3 c7r 4 WEBS 3 UZ�o 4 U C7.8 C6.7 C5-6 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -131 I, ESR -1352, ESR 1988 ER -3907, ESR -2362, ESR -1397. 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 ogtahtichgrt by other:. © 2012 MTek@ All Rights Reserved Nil z• MiTek a MTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability brocing fax truss system. e.g. diagonal or x-brocing, is ohvoys required. See BCSI. 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 slack 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 of each ioint and embed full/. Knots and wane of joint ocotions are regulated by ANSI/TPI I. 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% of time of fabrication. 9. Unless expressly noted. this design is not appficoble for use with fire retardant, preservative treated, or green lumber. 10. Camber is o nonstructural 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 It. 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 toad 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, bock words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSVfPI 1 Quality Criteria. 0. 25 F12 7x6 = 6X8 - 4)c_ = Scale = 1:425 3x4 s 3x.1 li 16 6 7 (! !4 Em i 2x4 it 14 13 12 It 'So 2x4 11 3x4 = LOADING(pst) I TCLL 20.0 SPACING- 2-0-0 CSI, Snag -20.0) (ROOTCLL. Plate Grip DOL 1.15. TC 0.29 TCO 10.0 Lumber DOL 1.15 6C 0.40 6CLL 0.0 ' Rep Stress lncr YES WB 0.87 Pr`ni in.n Code ISC2012ffP12007 (Matrix) 3xG = 4x10 = DEFL. in (loc) Well Ud Vert(LL) -0.0711-12 %999 240 Ven(TL) -0.2411-12 >958 180 Hw.(TL) -0.03 8 nfa n1a PLATES GRIP MT20 2201195 Weight: 1151b FT = 20% LUMBER- BRACING - TOP CHORD 2x8 DF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc pudins, except T2: 2x4 DF No.1&Bir G end verticals, and 2.0-0 cc purtins (6-0-0 max.): 1-3. BOT CHORD 2x4 DF tdo.1&Btr G 'Except BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. 61,63: 2x4 DF Stud/Sid G ` MiTek recommends gnat Stabilizers and required cross bracing be WEBS 2x4 OF StudlSid G installed during truss erection, in accordance with Stabilizer j Installation guide. REACTIONS. (Iblsize) 8=-25210-11-12 (min. 0-1-8), 2=1 0 3610-1 t-12 (min. 0-1-8). 9=109510.11-12. (min. 0-1-8) Max Hcrz2=19(LC 9) Max UplittS=-252(LC 1), 2=-111(LC 8;. 9=-49(LC 9) Max Grav6=32(LC 9), 2=1036(LC 1), 9=1095(LC 1) -ORCES. i1b) - Max. Comp.lMax. Ten. - Ail forces 250 Qb) or less except when shown. TOP CHCRD 2-3=.60710. 3-4-17 4 510, 415 1431/0. 5-15=-.142810 BOT CHORD 12-13=01563,11-12=011739,6-9=-374174 'WE 8S 2-13=0x769. 3.13=-392/26, 3-12=-4011227, 4-11=-328/7, 9 11=-1611495. 5-9=-143810 NOTES - 1) Wind: ASCE 7-10; Vult=110niph (3 -second gust) Vasd=67 mph; TCDL=6.Opsf; BCDL=6.Opsr, h=25tt; 6=45ft;. L=25ft; eave=41t; Cat. 11; Exp 6; enclosed: MV'VFRS (directional) and C -C Exterior(2) 0.0-0 to 3-0-0, Interior(1) 3.0-0 to 24-6-4 zone; camllever left and right exposed: end vertical left and right exposed:C-C for members and forces & MIAFRS for reactions shown; Lumber DOL=1.60 plate grip DO1.=1.60 2) TCLL: ASCE, 7-10: PI=20.0 psf (flat roof snow); Catecory 11; Exp S. Partially Exp.: Ct=1,1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times Oat roof load of 20.0 psf on overhangs non concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 joints) 9 except (f=1b) 8=252, 2=111. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical puilin representation does not depict the size or the orientation of the purtin along the lop and/cr bottom chard. 12) Gap behveen inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard BUTTE COUNTY.,, BUILDING DMV-11NAPPROV 619 Sx6= 3x3 11 5x6 1-11 0,25112 3x4 : 3x4 ll 5x6 = 3x4 = Scale =1:73.0 5x8 = 4x5 = 2x4 It 11 }q _ 1q 19 3x4 II 19 i7 15 4x10 = 3x5 = 4x4 _ 15 ,. 3x4 = 2x4 11 LUMBER- BRACING - TOP CHORD 2x4 OF 1.40.1 &3r G 'ExcPp TOP CHORD Structural wood sheathing directly applied or 4-11-13 cc purlins, except T1: 2xG DF No.2 G end venicals,'and 2-0-.0 oc pudins (6-0-0 max:): 14, 9-11 • BOT CHORD 2x4 OF No. 1&Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 83.86:. 20 OF Stud/Std G WEBS 1 Row.at midpt 7-20.8-15 WEBS 2x4 OF Stud/Std G MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer i Installation guide. REACTIONS- All bearings 0-11-12 except 6t=leng1h).2=0-5.8, 3=0-5-8. (lb) - &4ax Herz 2=27(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-1 90(LC'l 2), 3=302(1_C 1), Max Grav All reactions 250 lb or less at joint(s) 3 except 13=1196(LC 1), 2=965(LC 1), 20=1383(LC 1) FORCES. (lb) - f0ax. Conhp: Max.'Ten. -.All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-397/4: 4-5=38310, 7-28=-11 55A, &28=1 161/2. 6-9-1437/9; 9-29>141!377; 10-29=-141!377 BOT CHORD 6-20=-399177;17-13=0!1432,16-17=0/1432.15-16=0!404, 10-13=-255!86. 1 2-1 3=-32011 25, 20-21=251350 vNEBS 5.20=-585179; 18-20=01t227,.7-20=-128510, a-18-312110,.8-16=-360,'99. 9.16=-1711147, 4-15=54136:13-15=07746, S-13=-854/114, 10-12=-1261349, 3-21=0!489 NOTES - 1) Wind: ASCE 7-10; Vutt=110rpph (?,second gust) Vasd=87mph; TCDL=6Aps; BCDL=6.Opsf; h=25ft; B=451t; L=41ft; eave=51t; Cat. 11; Eyo B; enclosed; MAIFRS (directional) and C -C Exterior(2) 0-1-12 to 4-2-15, Interior(1) 4-2-15 to 40-10A 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 (Oat root snow): Category 11; Exp B-. Partially Exp.; C1=1'.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has.been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 5) ' This truss has been designed for a live fcad of MOpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 evade wit fit between the bottom chord and any other members. 6) A plate rating reduction of 2085 has been acplied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of vrtihstanding 190 Ib uplift at joint 2'and 302 Ib uplifi at joint 1 8) This truss is designed in accordance with the 22012 International Buitding'Code section 2306.1 and referenced standard ANSIir PI 1. 9) "Semi-rigid pitchbreaks including heels" blember end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top andtor bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED 640 a•0•C 1•?tt2' 11.017 13.7-t2 it -11.0 2630 3o•CA 36,"39.0.041-0.0 ; • •0.0 0•L 12.. 6•.4.0 OMt t -i2. r•e-a 7S0 ) rfr0 2.3.4 J1i1-f: 2.00 Plate Offsets (X,Y)- �2-0-0 �- M1I LOADING (psf) TCLL 20.0 SPACING- CSI. DEFL in (loc) Well Ud PLATES GRIP (Roof Snag --20.0) Plate Grip DOL 1.15 TC 0,51 Verl(LL) -0.06 20-21 >999 240 t MT20 2201195 TCOL 50:0 Lumber DOL 1.15 BC 0.52 Vert(TL) -0.20 16.18 ?ggg 180 SUL 0.0 1 Rep Stress lncr YES WB 0.5.1 Horz(TL) -0,02 13 n!a n/a BCDL 10.0 ` Code 18C20121TP12007 } (ti3atrix) Weight: 213 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF 1.40.1 &3r G 'ExcPp TOP CHORD Structural wood sheathing directly applied or 4-11-13 cc purlins, except T1: 2xG DF No.2 G end venicals,'and 2-0-.0 oc pudins (6-0-0 max:): 14, 9-11 • BOT CHORD 2x4 OF No. 1&Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 83.86:. 20 OF Stud/Std G WEBS 1 Row.at midpt 7-20.8-15 WEBS 2x4 OF Stud/Std G MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer i Installation guide. REACTIONS- All bearings 0-11-12 except 6t=leng1h).2=0-5.8, 3=0-5-8. (lb) - &4ax Herz 2=27(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-1 90(LC'l 2), 3=302(1_C 1), Max Grav All reactions 250 lb or less at joint(s) 3 except 13=1196(LC 1), 2=965(LC 1), 20=1383(LC 1) FORCES. (lb) - f0ax. Conhp: Max.'Ten. -.All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-397/4: 4-5=38310, 7-28=-11 55A, &28=1 161/2. 6-9-1437/9; 9-29>141!377; 10-29=-141!377 BOT CHORD 6-20=-399177;17-13=0!1432,16-17=0/1432.15-16=0!404, 10-13=-255!86. 1 2-1 3=-32011 25, 20-21=251350 vNEBS 5.20=-585179; 18-20=01t227,.7-20=-128510, a-18-312110,.8-16=-360,'99. 9.16=-1711147, 4-15=54136:13-15=07746, S-13=-854/114, 10-12=-1261349, 3-21=0!489 NOTES - 1) Wind: ASCE 7-10; Vutt=110rpph (?,second gust) Vasd=87mph; TCDL=6Aps; BCDL=6.Opsf; h=25ft; B=451t; L=41ft; eave=51t; Cat. 11; Eyo B; enclosed; MAIFRS (directional) and C -C Exterior(2) 0-1-12 to 4-2-15, Interior(1) 4-2-15 to 40-10A 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 (Oat root snow): Category 11; Exp B-. Partially Exp.; C1=1'.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has.been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 5) ' This truss has been designed for a live fcad of MOpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 evade wit fit between the bottom chord and any other members. 6) A plate rating reduction of 2085 has been acplied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of vrtihstanding 190 Ib uplift at joint 2'and 302 Ib uplifi at joint 1 8) This truss is designed in accordance with the 22012 International Buitding'Code section 2306.1 and referenced standard ANSIir PI 1. 9) "Semi-rigid pitchbreaks including heels" blember end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top andtor bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED JojTrLJsr 2-0-0 russ type Mly in (too) Vdefl Ud t PLATES GRIP efxi;ei<es,dence 1.15 TC 0.51 �ier;(LL) -0,06 16 -999 240 MT20 2201195 Iiy 1. 1.15 BC 0.39 Vert(TL) -0.2516-18 >917 180 BCLL O�O Rep Stress Iner YES I Job Reference (ohtionalt ID: MAoVVLL`.f:AEpCtF CaJTua BLyVptO-4XjUxVdYyJaRO3RVr?7P!1%2C/ IF -1 lj 1CoylvJZeeyMynA 4.0.0 , .340t2 -1-t. 53-3-12 2t-0-0 7})-f-0 _36-0-0 38.0-0 , 430-0 C�0-0 "1.0•^' 6.1.1e. I - 61-54`_ ._'2 )—....-d :-G-C_.—._.'_ i�•0 ._..__) 2-D4 4.11-;2 Sc;le v,1:76.6 3x, 11 Sr5 = 36 II 1x3 = 4x4 = g ,, If SYS = .x4 = 5x88 = 4x5 = 2x4 If 4Y4=. 2x. it 4x4- 1y to 17 16 SS 15 4x5=_ 3x4 c 2x4 ll 4xi3 = 3x6 = 4x5 = 3x -2x4 € 7.3 5x8 = LOADING(ps' SPACING- TCLL 20.0 2-0-0 CSI. OEFL. in (too) Vdefl Ud t PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.51 �ier;(LL) -0,06 16 -999 240 MT20 2201195 TCDL 30A Lumber DOL 1.15 BC 0.39 Vert(TL) -0.2516-18 >917 180 BCLL O�O Rep Stress Iner YES I VJB 0.55 1 Horz(TL) -0.00. 20 n1a ria BCDL 10.0 Code. IBC2012ITP12007 ......__.-_._...__.- (Matrix) I Weight: 198 lb' FT = 20% - - --.._DL �._.-.�.� LUMBER-, _..._._...._...._...._..... - - ---- BRACING. -- TOP CHORD 2x,4 OF No.1&Btr G 'Except' TOP CHORD Struaural wood sheathing directly applied or 4-t 0.5 ac purlins. except T1: 2x6 OF No.2 G end verticals, and 2-0-0 oc purfins (6-0-0 max.): 14, 9-11. BOT CHORD 2x4 OF No. t&Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, 83,66: 2x4 OF Stud/Std G WEBS 1 Row at midpt 5-20,8-18 WEBS 20 DF.Stud.'Std G I MiTek recommends that Stabilizers and required cross bracing be i i installed during truss erection, in accordance with Stabilizer j ( Installation guide. f REACTIONS. All bearings 0-11-12 except Qt=length) 2=0-5-8, 3=0-5-8. (ib)- 1V4axHorz2=27(LC 10) Max Uplift All uplift 130 Ib or less at joint(s) 13 except 2=-197(LC 12) Max Grav All reactions 250 Ib or less at jcint(s) 3 except 20=1485(LC 1); 13=1133(LC I), 2=722(LC 1) FORCES. (Ib) - Max. Comp:tMax.Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-755131; 5-26=011021, 26-27=011028.6-27=011029, 6-7=011092, 8-29=147710, 9-29=-148510, 9-10=-3031820 BOT CHORD 6-20=-282!48; 17-18=Cl1481, 15-17=0!1481, 1 5-1 6=0131 6, 10.13=-4161129, 112-13=745/267, 22-23=20!366,21-22=-13!381,20.21=-1'?51 WEBS 4-21=-413'(8. 5.20=181519,.18-20=01308.7-20=-1 39 910.7-18=01455, 8-18=-1.11210, 9-16==11Oil 239. 13.15=0!402.9-1 3=1 243/112. 10-12=-292/601, 3-23=-251293, 4-23=-484427 NOTES - 1) +hrind: ASCE 7-10; Vuit=110mph (3 -second gust) Vasd=87mph; .TCDL=6.Opsf; BCDL=5.Opsf; h=251t; B=4511; L=43n; eave=5 n: Cat. If: Exp B: enclosed; [✓MFRS (directional) and C -C Exterior(2) 0-1-12 to 4=7-3, Interior(1) 4-7.4 t04-2-1041 zone: cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MNJrRS fcr reactions shovrn: Lumber DOL=1.60 plate grip DOL=1.60' 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat root snopv); Category ll; Exp B; Partially Exp.; Ct=1:1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst 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•G•0 tall by 2-0-0 wide will fit between the bottom chord and any o01er members. 6) A olate.ra:ing reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withsiarding 100 Ib uplift. at joints) 13 except (jt=1b) 2=197. 8) This truss is designed in accordance with the 2012 Intemational Building Code section 23306.1 and referenced standard ANSIfrPI 1. 9) "Semi-rigid aitchbreaks inciuding heels' idiember'end fixity model was used in the analysis and design of Oils truss. 101' Graphical pudin representation does not depict the size or the orientation a the purfin along she to and!or bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard BUTTE COU1,41" ' BUfLDING DIVIS APPP ' 0.25 j 7?. 3•'6 11 5Xn = 3x5 11 1X844 5xG = 4xG = tx4 = 5x8'= 4x5 Scale = 1:76.5 2<4 11 1t IQ TCLL <. < « 11 2 17 16 15 14 2x4 f1 4x4 = 2x6 II 51;5 = 4,10 44, — 30 1; Oxo = 3x4 =a:4 11 3R4 r 6x8 = 6xs = LOADING SPACING- 2-0-0 CSI. D£FL. in (loc) IldeO L /d i PLATES GRIP 0.0 (Roof Sno,.v=2 O) ?late Grip DOL 1.15 TC 0.51 Vert(LL) -0.13 20 >999 240 t MT20 220/195 ">575 TCDL 10.6 Lumber DOL 1.15 BC 0.46i Vert(TL) -0;3919-20 180 SCLL 0.0 "' Rep Stress Incr YES WB 0.66 I Hcrz(TL) -0.01; 13 n1a n(a SCDL 10.0 Code IBC20121TFI2007 (Matrix) Weight: 203 lb FT = 20% LUMBER= BRACING= TOP CHORD 2x4 DFTIo.i&Btr.G^Except' TOP CHORD Structural wood sheathing;directly applied or 4-.1.11 cc purlins, except T1.2x6`.DF No.2 G and derticals, and 2-0-0cc purlins (6-0-0 max.): 1-4, 9-11, SOT CHORD 2x4 OF No.1&StrG'Except` BOT CHORD Rigid oeiling'directly applied or 5-10-13 cc bracing. 63,B5: 2x4 OF Siad/Std G VdE8S 1 Row at midpt +=79,.8-18 Vr'EBS 2x4 OF StudiStd G MiTek recommendsthat Stabilizers and required cross bracing be installed during truss ere lion, in accordance'vnth Stabilizer Installation guide. _ .REACTIONS. All bearings 0.11-12 except (jt=length) 2=0.5-8; 3=0.5-8. (lb) - Max Hor<2=27(LC 10) Max Uplift NII uplift 100 Ib or less at )oirit(s) 13 except.2-212(LC 12) Max Grav All reactions 250 Ib or less atjoint(s) except 18=1446(LC t), 13=938(LC 1), 2=412(LC 1), 3=649(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 tlb)'or less except when shown, TOP CHORD 4-25=-1 943124. 5-75-1 934125, 7-27=011071.8.27=0/1063: 6-28-53110, 9.28=53810, 9-10=-3611816 BOT CHORD 7-18=-1131129: 10-13=-431/1.33.12-13=.745/267,2.1-22=-141531,20-21=-41553. 19.20=711938; 18-19=-1194123. WEBS 4-21=0:'300,•4-20=311403, 519=1930+44, 6-19=-266156.7-19=011493, 16-18=01613, 8-16=-16261(l, 9.16-101/528, 0-13=-9155/1 1 8,10-12=-2921800; 3-22=-301397, 4-22=-:70,18 NOTES - 1) VJind:,ASCE %-i 0; Vuft=.1Omph (3second gust) Vasd=67mph: TCDL=6.Opst: BCDL=6.0psf;'h=25h; B=45ft; L=43ft,eave=5h; Cat III; Exp B; enclosed;`MW'FRS (directional) and C -C Exterior(2) 0-1-12 to 4-7.4,.Interior(1) 4-7-4 to 42-10-1 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members.and forces S MWFRS for reactions shov.�n: Lumber DOL=1.60'plate grip D0L=1 CO 2) TOLL: ASCE 7.10: Pf=20.0,psf (Oat roof snow): Category ll: Exp B; Partially Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chard Iive.ioad nonconaunent vAth any other live loads. 5) - This truss has been designed for a live load of 20.Opsf ort the bottom chard in all areas where a rectangle 3-6.0 tail by 2-0.0 vride vii ftt: betv{een the bottom chord and any other members. 6) A plate rating reduction o` 20%n has been applied for the, green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uP1ift at joints) 13 except 01=1b) 2=212. 8) This truss is designed in accordance with the 2012 International Building Code section ?-306.1 and referenced standard ANS11TPI 1, 9)'Semi-rigid pilchbreaks induding heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical pudin representation does not'depict the size or the orientation of the purlin along the top'and!or bottom chard. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED Scale = 1'.77.0 0.25f12 6x6 =6x72=. 6x6 2x4 11 3Y'r 3x4 = 20 it 6x12= 1 g 21 4 5 22 6 237 a 24 n 6x8 _ tC Lim 2 oQ v o -cl}�•t"'-�•-���_.VA.�--�._ �h14 i �'-��,'�\¢�,\t!'/ l0. • / \ w\. ` �__-�tL_ ahy_:a•"�'1�1,2 to '4 0 _R 2.0 .'t9 18 '17 trs t5 14 i3 12 2x4 11 4)(S= 5x10 = 3x8 5x:10 ==' 4x6 = 2x4 1:1 3x4 = Kt2 R9165HS= 4•eA a,f t• 3 fq•0•to 22•:0 20.3.2 -_.._r .0.2 �_�7_-�•2..,..,_�.�,{T-2 r__2....0.._ -0.._.0.i..4.._1_ -7 4M" ._ _._.__. 2 4•0-04-0.0 a7ia22.0.0 7.6.2 ' Plate Offsets (�Y�2:0-3-8.0 5-12), _3:0.38,0-3-0 . [9:0-38.0.3-0]_j10:0.3-8.0-5.12)_(14:0-1-12.0-2-0). [17:0.4-12.0-2-0j ��_..... LOADING(psft SPACING- 2.0.0 CSI. I DEFL. in (loci Ildefl Vd PLATS GRIP TILL 20.0 PklteGri DOL 1.1b TC 0.47 i Vert(LL) -0.42 16 -960 240 MT20 220/195 (Roof Snaw=20.Oj p' I Lumber DOL 1:15 I BC 0,78 ; Vert(TL) 1.331617 >303 480 M18SHS 2201195 TCDL 10.0 ; BCLL 0.0 1 Rep Stress Incr YES t NB 0.69 Horz(TL) -0.13 10 n/a nla BCDL 10.0 Code IBC2012/ rP12007 (Matrix) Weight; 209 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x8 OF No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except T2; 2x6 OF No.2 G 2-0-0 oc purlins (6-0-0 max.): 1.3, 5-11. BOT CHORD 2x4 OF NoA&Btr G 'Except BOT CHORD Rigid wiling directly applied or 6-0-0 cc bracing. B1: 2x4 OF Stud!Std G MiTek recommends that Stabilizers and required cross bracing be VIBBS 2x4 OF Stud,Std G 'Except- ! installed during truss erection, in accordance with Stabilizer VVI 2x4 OF No.2 G Iy nstall�tion guide. REACTIONS. (lb/size) 2=165710-11-12 (min. 0-1-12),10=1658/0-11-12 (min.0.1-12) Max Horz 2=2(LC 81 Max Uplf112=42(1.0 12), 10=-42(LC 12). FORCES. (lb) - Max. CcmpAMax. Ten. - NII forces 250 (11b) or less except when shown. TOP CHORD 2-3=-1186!0. 3-21=-4423/0.4-2,=441610.4-5=-4421/0. 5-22=-5182iO, 5-22=-516110. 6-23=-5181,0. 7-23=-516210.7-8=-442110, 8-24=4416!0, 91-24=442310. 9-10=-1186/0 BOT CHORD I&79=0!1102: 1 7-18=011 1 02, 16-17=0!4964, 15-16=0/4964,14-15=.014964.13-14=0/1102 VVEBS 2-19=011.551, 3-19=832,18,3-17=-211340,11, 4-17=-353183, 8-14=-353183. 9-94=-2113404.9-13=-832!13,10-13=0!1551, S-17=-619130. 5-16=0!264, 7-14=-619!30, 7-16=04264 NOTES - 1) Wind: ASCE 7-10; Vuit=1IOmph (3 -second gust) Vasd=87mph; TCDL=6.Ops: BCDL=6.Opsf; h --25h; 8=45ft; L=44ft; eave=5ft; Cat. 11; Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0.0-0 to 4-4-13. Interior(i) 4-4-13 to 44-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shovm; Lumber DOL=1.60 plate grip DOL=1.80 2) TCLL: ASCE 7-1o; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) This truss has been designed for greater of min root 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. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless clherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live lead of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift. at joint(s) 2, 10. td) This truss is desgned in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIIT ' 11) "Semi-rigid pitdtbreaks including heels" Member end fixity model was used m the analysis and design of this truss. 12) Graphical cudin representation does not depict the size or the orientation of the pudin along the top andlor bottom chord. 131 Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard surrE covNrr BUILDING DIVISION APPROVED 7xc = 2.4 .. 5x3 - 7x8 - Scale = 1 35.0 9 a 2r4 21 3x8 2x4 ;, 158.4' LOADING(psf) SPACING- 2-0.0 E CSI. DEFL. in (loc) I/den Ltd PLATES GRIP TCLL 2D.0 Roof Snov = 0 0) i Plate Grip DOL 1.15 jt( TC 0.46 Ven(LL) -0.03 8-9 >999 240 MT20 220!195 TCOL 10.0 Lumber DOL 1.15 i BC 0.35 i Ven(TL) -0.09 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES II WB 0.20 Horz(TL) -0.01 5 n/a n/2 BCDL 10.0 Code IBC2012lrP12007 ; (Matrix) ) Weight: 101 Ib FT = 2D% LUMBER- BRACING TOP CHORD 2x8 OFFNo.2 TOP -CHORD 2-0-0 oc pudins (6.0.0 ma;:.).* 1-S. BOTCHORD 2x4 OF StudiStd G'Except' BOT CHORD Rigid ceiling directly applied or-10-0-Ooc bracing, Except: B2: 2x4 OF No.13Btr G 6-D-0 oc bracing: 7-8. WEBS 2x4 OF Stud/Std G MiTek recommends that Stabilizers.and required cross bracing be installed during truss ere -.tion, in accordance with Stabilizer i Installation guide. REACTIONS.. (Iblsize) 2=6441D-11-12 (min.0-1-8),5=844/0-11-12 (min.0-1.8) 'i41ax U.plift2=-104(LC 8), 5=-165(LC 9) FORCES. (lb) -Max. Comp.Wax. Ten. -All forces 250 (lb).or less except when shown. TOP CHORD 2-10=X2410, 3-10=-424;0, 3-11=-424iO, 811=-424iO, 4-5=-424;0 WEBS 2-8=0:431.5.8=01455 NOTES - 1) Wind, ASCE 7-10: Vult=110ntph (3 -second gust) Vasd=87niph; TCDL=6.Opst; BCDL=6.Ops' h=25h; B=45ft; L=24ft: eave=oft; Cat It Exp 8: enclosed; MWFRS (directional) and C -C Exterior(2) 0.0.0 to 3-1-6, Interior(1) 3-1-6 to 20-8-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces E MVVFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1:60 2) TCLL: ASCE 7-10f Pf=20.0 psi (flat roof sno`.v), Caiegori ll; Exp B: Partially Exp.: Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 tones flat roof load of 20.0 psf on overhangs ncn-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. .6) - This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-.0 tall by 2-0-0 vnde x,11 fit between. the bottom chord and any ether members. 7).:1 plate rating reduction of 20yhas 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;oini(s) except 61=11o) 2=1C4, 5=165. 9) This truss'is designed in accordance with the 2012 Intern ational Building Code section 2306.1 and referenced standard ANSifrPl 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical pudin representation does not depict the size of the orientation of the purlin along the top andtor bottom chord. 12) Gap behveeninside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED i DONNA ROSE RESIDENTIAL DESIGN December 23, 2015 County of Butte Department of Development Services 7 County Center Drive, Oroville, CA 95965 RE: Response Letter B 15-2956 Owner: Gabrielle Broche Project Address: 0 Skyway Rd. TRB+project No.: 15.054.143.1 Architectural Comments: Al. sht. 1, noted. A2. sht. 1, noted. A3. sht. 1 Propane tank shown. A4. sht. 2, revised. A5. sht. 2, noted. A6. sht. 3 Only one area of the home has an attic space of more than 30", it is the Master Suite and Vestibule area. AT sht. 2, noted. A8. sht. 2, noted. A9. sht. 3 The fireplace is a direct vent zero clearance with CSA certification, as noted. A 10. sht. 5 & 6, noted. Green Building Comments: GB 1. sht. 12 has been added with Green Compliance Checklist. GB2. sht. 3, noted. GB3. sht. 3, noted. GB4. sht. 3, noted. GB5. sht.3, noted. GB6. sht. 3, noted. GB7. sht. 1, noted. Energy Comments: 4cwl - ENI. sht. 3, revised symbols on legend and on electrical plan. BUTTE EN2. sht. 3, noted. COUNTY JAN 062016 DEVELOPMENT SERVICES &qw, Fig aoyoy el �-zAS EN3. sht. 3, noted. EN4. As indicated on the energy calcs, we are using a heat pump electric water heater. ENS. sht. 3. See new Ventilation Notes and IAQ Calc. Mech/Elect/Plumb Comments: MEP1. sht. 2. The electric water heater is located in the Mechanical Room. MEP2. sht. 2 & 7. Showed a steel bollard in front of pressure tank. MEP3. sht. 3, showed bracing. MEP4. sht. 3, noted. MEP5. sht. 3, noted. MEP6. sht. 3, noted. MEP7. sht. 3, noted, and showed subpanel by kitchen. MEP8. sht. 3, noted. Wildfire Exposure Construction Req. W 1. sht. 10, noted. Structural Comments: See attached letter from engineer, Rancho Engineering 630 SALEM ST. # 110 CHICO CALIFORNIA 95928 530.717.3710 hZHo Bering Structural Plan Check Response Gabrielle Broche Residence Skyway Rd Paradise, CA B15-2956 The following responses are in return to the plan check comments made by TRB+Associates Structural Plan Review. Structural Comments: 1. Note has been added to sheet S 1 for the special inspection of welding. As well special inspection county form has been provided. 2. The #5 hooked dowel bars that have a required 15" of embed. With the 12" embed of the foundation into native soil and the additional 10" of height gained from the 4" slab, 2" sand and 4" of gravel underlayment for a total depth will be 19" will allow for the 3" of cover at the bottom. The retail 5/S2 has been updated with measurements to ensure this construction. 3. Notes have been added to the S 1 sheet for the requirements of the structural steal grades. l If you have any further questions after reading and reviewing my response to your plar_ check, please feel free to contact me at the number below. Sincerely, Jarrod Holliday, P.E. Jarrod Holliday, P.E. Civil, Structural, Surveying BUTTE COUNTY JAN 0 6 2016 DEVELOPMENT SERVICES 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Date/Time: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 CF1 R -PRF -01 Page 1 of 12 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Broche Residence 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location A.P.N. 017-190-005 Compliance Margin Percent Improvement 04 City Paradise 05 Standards Version Compliance 2015 06 Zip Code 95969 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 117 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 2030 15 Number of Zones 1 16 Slab Area (ft2) 2030 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available No 20 Addition Slab Area (ft2) N/A 21 Glazing Percentage (%) 37.5% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below REVIEWED FOR CODE CO PLIANC DA (Lz �vb BY Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-1913:44:00 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 COUNTY 6IS-Z 46L /C/- JAN 0 6 2016 f-,0'6� DEVELOPMENT CaICERTS inc. HE `�pkwcES Report Generated at: 2015-10-16 16:07:17 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating Space Cooling 26.87 29.33 -2.46 -9.2% 42.85 41.63 1.22 2.8% IAO Ventilation 0.98 0.98 0.00 0.0% Water Heating 18.84 15.14 3.70 19.6% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total PERMIT # a4_s TT r 2.46 B 2.7% REVIEWED FOR CODE CO PLIANC DA (Lz �vb BY Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-1913:44:00 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 COUNTY 6IS-Z 46L /C/- JAN 0 6 2016 f-,0'6� DEVELOPMENT CaICERTS inc. HE `�pkwcES Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Date/Time: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cathedral Ceiling • Window overhangs and/or fins HERS FEATURE SUMMARY CF1 R -PRF -01 Page 2 of 12 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • --None -- HVAC Distribution System Verifications: • --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. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)" 150.85. 148.39 2.46 1.6% . 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 Broche Residence 2030 1 2 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area Avg. Ceiling (ft) Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned Mini -Split HP110.5 4,c aDHW Sys IvIYULVELOPM NT E +. , .S REVIEWED FOP, Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: DATE 20 5-10-19 PLIA►ItIiS C Eber: CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 BY Generated at CaICERTS inc. 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Datefrime: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 CF1 R -PRF -01 Page 3 of 12 OPAQUE SURFACES 01 02 03 04 05 06 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft2) Tilt (deg) Front/SE Zone 1 Insulated Concrete Form W 117 Front 887 213.298 90 Left/SW Zone 1 Insulated Concrete Form W 207 Left 438 18 90 Left/SW/R-19 Zone 1 R-19 Wall 207 Left 76 90 Back/NW Zone 1 Insulated Concrete Form W 297 Back 894 413.392 90 Right/NE Zone 1 Insulated Concrete Form W 27 Right 451 143.392 90 RighUNE/R-19 Zone 1 R-19 Wall 27 Right 51 90 Roof 2 Zone 1 R-38 Roof Attic RB 2028.2 OPAQUE SURFACES — Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 Name Zone Type Orientatio n Area (ft) Skylight Area (ft2) Roof Rise (x in 12) Roof Pitch Roof Tilt (deg) Roof Reflectance Roof Emittance Framing Factor Roof Zone 1 R-38 Roof Attic RB1 - specify - 1.9 1.8 0.5 0.04 2.39 0.1 0.85 0.07 ATTIC 01 02 03 04 05 06 07 08 Name Construction Type i Roof Rise . Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Zone 1 Attic RoofZone 1 Ventilated 0.5 0.1 0.85 Yes No ..:HMIT # BUTTE COUNTS DEVELOPMENT SERVICES REVIEWED FOR CODEO RLIA(CE DATE% BY Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Datelrime: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 CF1 R -PRF -01 Page 4 of 12 WINDOWS 01 02 03 04 05 06 07 08 09 10 Multipli Area Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) er (ft2) U -factor SHGC Exterior Shading NM Awn E - 12 SF - Window Front/SE (Front -117) 8.0 1.5 1 12.0 0.32 0.19 Insect Screen (default) OHAA NM FX E - 32 SF - Window Front/SE (Front -117) 4.0 8.0 1 32.0 0.30 0.22 Insect Screen (default) OH.9A NM FX E - 24 SF - Window Front/SE (Front -117) 4.0 6.0 1 24.0 0.30 0.22 Insect Screen (default) OH.4B NM Awn E - 8 SF Window Front/SE (Front -117) ---- ---- 1 8.0 0.32 0.19 Insect Screen (default) NM FX E - 24 SF - Window Front/SE (Front -117) 4.0 6.0 1 24.0 0.30 0.22 Insect Screen (default) OH.4B 2 NM Awn E - 8 SF 2 Window Front/SE (Front -117) ---- ---- 1 8.0 0.32 0.19 Insect Screen (default) NM DR E - 21.3 SF - Window Front/SE (Front -117) 2.7 8.0 0.986 21.3 0.30 0.22 Insect Screen (default) OH.11 NM Awn E - 8 SF - Window Front/SE (Front -117) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH.4B NM FX E - 8 SF - Window Front/SE (Front -117) 4.0 2.0 1 8.0 0.30 0.22 Insect Screen (default) OH.4B NM FX E - 8 SF - Window Front/SE (Front -117) 4.0 - 2.0 1 8.0 0.30 0.22 Insect Screen (default) OH.4B 2 f NM FX E - 8 SF - Window Front/SE (Front -117) 4.0 2.0 1 8.0 0.30 0.22 Insect Screen (default) OH.4B 3 NM FX E - 8 SF - Window Front/SE (Front -117) 4.0 2.0 1 8.0 0.30 0.22 Insect Screen (default) OHAB 4 NM FX E - 8 SF - Window Front/SE (Front -117) 4.0 2.0 1 8.0 0.30 0.22 Insect Screen (default) OHAB 5 NM Awn E - 8 SF - Window Front/SE (Front -117) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OHAB 2 NM Case E - 6 SF - Window Left/SW (Left -207) 2.0 3.0 1 6.0 0.31 0.19 Insect Screen (default) OH.3A NM Case E - 6 SF - Window Left/SW (Left -207) 2.0 3.0 1 6.0 0.31 0.19 Insect Screen (default) OHAA NM Case E 6 SF Window Left/SW (Left -207) 2.0 3.0 1 ,o -1 �tM D'vi�ib g, g� Insect Screen (default) OH.4A2 {� NM DR E - 21.3 SF Window Back/NW (Back -297) 2.7 8.0 0.986 �� >. �:30�,11 _ 2 Insect Screen (default) OHAA Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Date/Time: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 CF1 R -PRF -01 Page 5 of 12 DP MTL OP - 6 SF - Window Back/NW (Back -297) 2.0 3.0 1 6.0 0.79 0.70 Insect Screen (default) OH.4A NM SGD E - 64 SF - Window Back/NW (Back -297) 8.0 8.0 1 64.0 0.31 0.22 Insect Screen (default) OH. 12A NM Case E - 24 SF - Window Back/NW (Back -297) 4.0 6.0 1 24.0 0.31 0.19 Insect Screen (default) OH.12 NM Awn E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH.12C NM Case E - 24 SF - Window Back/NW (Back -297) 4.0 6.0 1 24.0 0.31 0.19 Insect Screen (default) OH.16 NM Awn E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH.16B NM SGD E - 64 SF - Window Back/NW (Back -297) 8.0 8.0 1 64.0 0.31 0.22 Insect Screen (default) OH.16A NM Case E - 24 SF - Window Back/NW (Back -297) 4.0 6.0 1 24.0 0.31 0.19 Insect Screen (default) OH.16 2 NM Awn E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH.16D NM SGD E - 64 SF - Window Back/NW (Back -297) 8.0 8.0 1 64.0 0.31 0.22 Insect Screen (default) OH.21 A NM Case E - 16.7 SF Window Back/NW (Back -297) 3.3 5.0 1.012 16.7 0.31 0.19 Insect Screen (default) - OH. NM Case E - 16.7 SF Window Back/NW (Back -297) 3.3 5.0 1.012 16.7 0.31 0.19 Insect Screen (default) . - OH. 2 NM Awn E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH.12D NM FX E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.30 0.22 Insect Screen (default) OH.12D NM FX E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.30 0.22 Insect Screen (default) OH.12D 2 NM Awn E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH.12D 2 NM FX E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.30 0.22 Insect Screen (default) OH.12D 3 NM FX E - 8 SF - Window Back/NW (Back -297) 4.0 2.0 1 8.0 0.30 0.22 Insect Screen (default) OH.12D 4 NM Case E - 16.7 SF Window Back/NW (Back -297) 3.3 5.0 1.012 16.7 0.31 0.19 Insect Screen (default) - OH. 3 NM Case E - 24 SF Window Right/NE (Right 27) 4.0 6.0 1 0 BUT 0.3' r� MLJ!'g a 19 Insect Screen (default) OH.34 w L... Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 r HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 A Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Datefrime: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 CF1 R -PRF -01 Page 6 of 12 NM Awn E - 8 SF - Window Right/NE (Right -27) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH.346 NM Case E - 24 SF - Window Right/NE (Right -27) 4.0 6.0 1 24.0 0.31 0.19 Insect Screen (default) OH.14 NM Awn E - 8 SF - Window Right/NE (Right -27) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH.148 NM Awn E - 8 SF - Window Right/NE (Right -27) 4.0 2.0 1 8.0 0.32 0.19 Insect Screen (default) OH. 14C NM Case E - 16.7 SF Window Right/NE (Right -27) 3.3 5.0 1.012 16.7 0.31 0.19 Insect Screen (default) - OH. 4 NM Case E - 16.7 SF Window Right/NE (Right -27) 3.3 5.0 1.012 16.7 0.31 0.19 Insect Screen (default) - OH. 5 NM DR E - 21.3 SF - Window Right/NE (Right -27) 2.7 8.0 0.986 21.3 0.30 0.22 Insect Screen (default) OH.13 NM Case E - 16.7 SF Window Right/NE (Right -27) 3.3 5.0 1.012 16.7 0.31 0.19 Insect Screen (default) - OH. 6 Skylight Skylight Roof (- specify --0) 1 1.8 1.30 0.73 DOORS 01 02 03 04 Name Side of Building Area (ft2) 1.11 -factor Door - 28 SF Front/SE „ 28.0 0.50 BUTTE COUNTY BUR nlnlr, DIVJSIO�js Ai .""VED Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - MR -08252015-744 Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Datefrime: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xml CF1 R -PRF -01 Page 7 of 12 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Distl- Bot Up Depth Top Up Dist R Bot Up NM Awn E-12 SF -OHAA 4 2.5 4 4 0 0 0 0 0 0 0 0 0 NM FX E- 32 SF - OH.9A 9 0.5 6.5 9 0 0 0 0 0 0 0 0 0 NM FXE-24 SF -OHAB 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NM FXE-24 SF-OHAB2 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NM DRE -21.3 SF-OH.11 11.5 2.5 11.5 3.8 0 0 0 0 0 0 0 0 0 NM Awn E- 8 SF - 0H.46 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NM FX E- 8 SF - OHAB 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NM FXE-8SF-OH.462 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NM FX E- 8 SF - 0H.46 3 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NM FXE-8SF-OH.464 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NMFXE-8SF-OH.465 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NM AwnE- 8SF-011.462 4 0.5 4 4 0 0 0 0 0 0 0 0 0 NM Case E- 6 SF - OH.3A 3 2.5 3 3 0 0 0 0 0 0 0 0 0 NM Case E- 6 SF - OHAA 4 2.5 4 4 0 0 0 0- 0 0 0 0 0 NM Case E-6SF- OHAA 2 4 2.5 4 4 0 0 0 0 0 0 0 0 0 NM DRE -21.3 SF -OHAA 4 2.5 4 4 0 0 0 0 0 0 0 0 0 DP MTL OP - 6 SF - OHAA 4 2.5 4 4 0 0 0 0 0 0 0 0 0 NM SGD E- 64 SF - OH.12A 12 4.5 12 6.5 0 0 0 0 0 0 0 0 0 NM Case E- 24 SF - OH.12 12 4.5 12 12 0 0 0 0 0 0 0 0 0 NM Awn E - 8 SF - OH.12C 12 10.5 12 12 0 0 0 0 0 0 0 0 0 NM Case E- 24 SF - 01-1.16 16.7 4.5 16.7 16.7 0 0 0 0 0 0 0 0 0 NM Awn E - 8 SF - OH.16B 16.7 10.5 16.7 16.7 0 0 0 0 0 0 0 0 0 NMSGDE-64 SF-OH.16A 16.7 4.5 16.7 16.7 0 0 0 0 0 0 0 0 0 NM Case E- 24 SF - OH.16 2 16.7 4.5 14.5 16.7 0 0 0 0 0 0 0 0 0 NM Awn E- 8 SF - OH.16D 16.7 10.5 14.5 16.7 0 0 0 0 0 0 0 0 0 NMSGDE-64 SF-OH.21A 21.3 4.5 4.2 21.3 0 0 0 0 '0 0 0 0 NM Case E- 16.7 SF - OH. 4 2.5 4 4 0 0 0 0 !l) " _+ "0 0 0 0 NM Case E- 16.7 SF - OH. 2 4 2.5 2.5 4 0 0 0 0 01 0 0 0 0 Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Date/Time: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose 110.xm1 CF1 R -PRF -01 Page 8 of 12 NM Awn E- 8 SF - OH.12D 12 2.5 12 12 0 0 0 0 0 0 0 0 0 NM FX E - 8 SF - OH.12D 12 2.5 12 12 0 0 0 0 0 0 0 0 0 NM FX E - 8 SF - OH.12D 2 12 2.5 12 12 0 0 0 0 0 0 0 0 0 NM Awn E - 8 SF - OH.12D 2 12 2.5 12 12 0 0 0 0 0 0 0 0 0 NM FX E - 8 SF - OH.12D 3 12 2.5 12 12 0 0 0 0 0 0 0 0 0 NM FX E - 8 SF - OH.12D 4 12, 2.5 12 12 0 0 0 0 0 0 0 0 0 NM Case E- 16.7 SF - OH. 3 10 1 6 10 0 0 0 0 0 0 0 0 0 NM Case E- 24 SF - OH.34 34.4 4.5 25 12.5 0 0 0 0 0 0 0 0 0 NM Awn E- 8 SF - OH.346 34.4 10.5 25 12.5 0 0 0 0 0 0 0 0 0 NM Case E- 24 SF - OH.14 14.3 4.5 14.3 14.3 0 0 0 0 0 0 0 0 0 NM Awn E-8SF-OH.146 14.3 10.5 14.3 14.3 0 0 0 0 0 0 0 0 0 NM Awn E - 8 SF - OH.14C 14.3 2.5 14.3 14.3 0 0 0 0 0 0 0 0 0 NM Case E- 16.7 SF - OH. 4 2 2.5 2 2 0 0 0 0 0 0 0 0 0 NM Case E- 16.7 SF - OH. 5 2 2.5 2 2 0 0 0 0 0 0 0 0 0 NM DRE -21.3 SF-OH.13 13 0.5 13 3.5 0 0 0 0 0 0 0 0 0 NM Case E- 16.7 SF - OH. 6 6 0.5 6 6 0 0 0 0 0 0 0 0 0 BUTTE COUNTY BUILDING DIVISION APPROVED Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Date/Time: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 CF1 R -PRF -01 Page 9 of 12 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers - Cavity/Frame: no insul. /2x4 Top Chrd - Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 - Tile Gap: present Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O.C. none 0.400 - Roofing: 10 PSF (RoofTile) - Inside Finish: Gypsum Board - Insulation/Furring: R-12 /no furring - Mass Layer: 6 in. Concrete - Insulation/Furring: R-121 no furring - Exterior Finish: Wood Insulated Concrete Form W Exterior Walls Concrete / ICF / Brick 0.038 Siding/sheathing/decking - Inside Finish: Gypsum Board - Cavity/Frame: R -19/2x6 - Exterior Finish: Wood R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/decking • Inside Finish: Gypsum Board Ceilings (below - Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic RB attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 - Over Floor Joists: R-28.9 insul. - Inside Finish: Gypsum Board - Cavity / Frame: R-38 / 2x4 r - Roof Deck: Wood Siding/sheathing/decking - Tile Gap: present R-38 Roof Attic R61 Cathedral Ceilings Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.034 - Roofing: 10 PSF (RoofTile) SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab -on -Grade Zone 1 2030 259 None 0.8 No 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 --- Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 BUTTE COUNTY BUILDING DIVISION APVED HERS Provider: CaICERTS inc. Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Date/Time: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xml CF1 R -PRF -01 Page 10 of 12 WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Standard DHW Heater 1 1 .0% 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 Heat Pump Small Storage 50 2 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 Control Central DHW Distribution DHW Sys 1 - 1/1 -- None None 6400 14 11.7 SPACE CONDITIONING SYSTEMS ' 01 02 03 i 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name :Heat Pump System 1:::2 Heat Pump Heating and Cooling System Heat Pump System 1 Heat Pump System 1 None None HVAC - HEAT PUMPS nt m ng 04 45 06 07 OQ 00 10 Name Type Heating HSPF/COP Cap 47 Cap 17 Cooling SEER EER Zonally Controlled Multispeed Compressor HERS Verification Heat Pump System 1 DuctlessHeatPump 7.7 12000 6400 14 11.7 No No Heat Pump System 1 -hers -cool BUTTE COUNTY BU'I.i:}!I\i t:AVISION X'rye r • . Y D Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Date/Time: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 CF1 R -PRF -01 Page 11 of 12 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1 -hers -cool Not Required ---- Not Required Not Required Not Required IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 42.8 0.25 Default 0 Required BUTTE COUNTY BUILDING DIVISION APPROVED Registration Number: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-10-16 16:07:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Broche Residence Calculation Date/Time: 16:05, Fri, Oct 16, 2015 Calculation Description: Title 24 Analysis Input File Name: Rose110.xm1 CF1 R -PRF -01 Page 12 of 12 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: �1�7 //' �o,zn�r rVa(lace Donna Wallace Company: Signature Date: Donna K. Wallace 2015-10-19 13:40:21 Address: CEA/HERS Certification Identification (If applicable): 399 E. 9th Ave. City/State/Zip: Phone: Chico, CA 95926 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I 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: donna rose -je Company: Date Signed: �• ' r donna rose residential design 2015-10-19 13:44:00 Address: License: 630 Salem St. #110 n/a City/State/Zip: Phone: Chico, CA 95928 530-717-3710 Digitally signed by Ca10ERTS. 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: 215-N6362117A-000000000-0000 Registration Date/Time: 2015-10-19 13:44:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-10-16 16:07:17 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandator), measures listed, regardless of the comt7liance avoroach used. ExceDlio s may cwnly. Review the resvective code section for more information. Building Envelope Measures: § 1 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 1 10.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U- ;,7 rt .rrl�at Gain 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 II § 110.8 (� )� Insulations specified or installed meets Standards for Insulating Material. Indicate a an y"u P g type i.. § 1 10 8(i): The then -nal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF I R. § 110.80): A radiant ban-ier 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 conforni with manufacturer's installed design labeled R -value. § I50.0(c): 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 - 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 11 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 1I § 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). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor penmeance 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( ). § 150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - 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)I A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § I50.0(e) IB: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. § 150.0(e)1 C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: § 110.0-§ 110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § 110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(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. § 150.0(h)1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thennostats that meet the setback requirements of § 110.2(c). § 150.00)1 A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thernial resistance of R-12 or greater. § 150.00)113: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the 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. § 150.00)26: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § I50.00)2C: Pipe for cooling system lines shall be insulated as specified in § I50.00)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 ass I § 150.00)3B: or Class TI vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class Qa retarder. � 'fl . �JJ Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V eettped e a n feet of the water heater; a Category III or 1V vent, or a Type B vent with straight pipe between thedit#El_ie1rp io § 150.0(n)1: space where the water heater is installed: a condensate drain that is no more than 2 inches higher tha tl, s &s ' x installed water heater, and allows natural draining without pump assistance; and a gas supply line wf at least 200,000 Btu/hr. § I50.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of §I 10.3(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, §603.0, §604.0, §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 higher 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 § I50.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, 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 '/a 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 platfonns 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 ribber 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 re uirements specified 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 confinned 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 <_ 0.58 W/CFM as confinned by field verification and diagnostic testing, in accordance with Reference Residential Appendix 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(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. § 150.0(0) 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 operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary Any pool or spa heating equipment shall be installed with at least 36 inches of pipe betwee-a filter and heater or dedicated suction § 110.4(b) I: 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. § 110.5: 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 •equirements of § 110.9. § 150.0(k) I A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance witl- § I50.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. § 150.0(k) I B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, tach system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens sh all be determined in accordance with § 150.0(k) I C: § 130.0(c). in residential kitchens, the wattage of electrical boxes finished with a blank coves- 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 130 watts of low efficacy lighting er electrical box. § 150.0(k) I 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 exhaus: fans shall be rated to consume no § 150.0(k) l E: 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) I F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). § 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 l;e manually switched ON and OFF. § I50.0(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). § i 50.0(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 requi-ements of § 130.5; and all other requirements in §I50.0(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 requiremerts of § 130.4; the EMCS requirements of § 130.5; and all other requirements in $150.0(k)2. § 150.0(k)21: A multiscene programmable controller may be used to comply with dimmer requirements o' this section if it provides the ' functionality ofa dimmer according to § 110.9, and complies with all other applicable requirements in I50.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitc�ens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal luting 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 lighting. § 150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of -)ower 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 othem 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 i3 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 § I50.0(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 con-pliance with § I50.0(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 residentiel 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 b • one of the following methods: 2013 Low -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 fuonality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements it tt est e requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the llVVP Q Nvv u , and, is programmed to automaticallyturn the outdoor lighting OFF duringdaylight hours. v Y� For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, b door lighting for residential parking lots and residential carports with less than eight vehicles per sit s a 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. § 150.0(k)9C: 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 shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). §150.0(k) 1 1: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110.9, § 130.0, § 130. 1, § 130.4, § 140.6, and § 141.0. 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: § 150.0(k)1213: i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, § 140.6 and § 141.0; and 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)1: 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 § 1 10.10(b) through § l 10.10(e). § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 1 10.10(b) through § 1 10.10(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)l: 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 building project and have a total area no less than 15 percent 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. 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be 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 plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): A copy of the construction documents or a comparable document indicating the information from § 1 10.10(b) through § 110.10(c) shall be provided to the occupant. § 110.10(e)1: 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 § 1 10.10(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". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Broche Residence Date 10/19/2015 System Name Mini -Split HP Floor Area 2,030 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 4 COIL CFM Total Room Loads 1,254 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK HTG. PEAK Heating System Sensibl Garet' Sensible 23,3 28,877 PP R 0 0 0 Output per System 12,000 Total Output Btuh 48,000 Output Btuhls ft 23.6 Cooling System Output per System 12,000 0 0 0 0 Total Output (Btuh) 48,000 1,342 -1,842 0 0 1 25302 758 27,035 Total Output (Tons) 4.0 Total Output (Btuh/sgft) 23.6 Total Output sgft/Ton 507.5 Air System CFM per System 400 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 Mini -Split Heat Pump 42.740 0 29,163 Airflow cfm/sgft 0.79 Airflow (cfm/Ton) 400.0 Outside Air (%) 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 42740 0 Aug 3 PM 29,163 Jan 1 AM Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 25 OF 10 Outside Air 0 cfm 68 OF 68 OF 109 OF 110 OF Heating Coil Supply Fan 1,600 cfm �_......_..._..._,__ 4_ .. `� ` 110 OF ROOM]n 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 99/69°F Outside Air 0 cfm 75/61 OF 75/61°F 55/54°F 56/54°F f 0 � I ��.____U Cooling Coil Supply Fan 1,600 cfm -Z 56 / 54 OF 46.0% ROOM 75/61 OF EnergyPro 6.7 by EnergySoft User Number: 4997 RunCode: 2015-10-19T13:47:54 ID: Page 17 of 17 Agency: County of Butte TRB+ Project Number.' 15.054.143.1 A5. Please indicate a 7-3/4" maximum vertical change in elevation at the new exterior doors. /CRC Sec. R311.3.2 /' C / A6. Please show the location of the attic access to all portions of the structure. Verify that the access opening is no less than 22 inches by 30 inches and provided in an area where the attic clear height is greater than 30 inches. CRC Sec. R807.1 / A7. Please indicate that the corner windows in the master bedroom are to F ave safety glazing CRC Sec. 8308.4 A8. / Indicate a non-absorbent surface to extend not less than 72 inches above the floor in the shower. CRC Sec. R307.2 / A9. / Please provide fire place and flue details which show compliance with dhapter 10 of the CRC. Sheet 5 A10. ✓Please indicate that the new 3 coat exterior stucco is to be applied over two layers of grade D paper. CRC R703.6.2 & R703.6.3 A11. VPlease indicate that stucco wee screeds shall be installed no less than 2" above paved P , areas and 4" above soil. CRC section R703.6.2.1 GREEN BUILDING COMMENTS GB1. Please incorporate the CALGreen checklist into the drawings. Green Building Compliance ,r ieasures in addition to checklist shall be incorporated into the project drawings. A checklist can be obtained at the building department counter and at the following link: https://www. buttecounty. net/Portals/10/Docs/DPC/DPC- 1))2%20RESIDENTIAL%20OCCUPANCIES%20CHECKLIST.pdf GB2. JI he provided water baseline and 20% reduction tables are not the current adopted values which were updated in the July 1st 2015 supplement (also values are for non-residential structures). Please remove the tables and amend plans to include the i iformation given in the following comments, G133 — GB7. GB3. /Indicate that the effective flush volume of all water closets shall not excBed 1.28 gallons per flush. CALGreen Sec. 4.303.1.1 GB4. /indicate that the showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. CALGreen Sec. 4.303.1.3.1 GBS. Adicate the maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. CALGreen Sec. 4.303.1.4.1 GB6. Xndicate 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. CALGreen Sec. 4.303.1.4.4 Page 3 of 6 TRB+ Agency: County of Butte TRB+ Project Number: 15.054.143.1 GB7/ In the new dwelling unit lease indicate that a listed raceway shall be installed to .P Y accommodate a dedicated 208/240 -volt branch circuit which shall originate at the main service or sub panel and shall terminate into a listed cabinet, box or other enclosure to facilitate the future installation and use of Electric Vehicle (EV) chargers. The raceway shall not be less than 1 inch inside diameter and shall be continuous at enclosed, inaccessible, or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum branch circuit. The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CALGreen sec. 4.106.4 ENERGY COMMENTS EN1.It's shown in calculations that 50% of the lighting is the kitchen is to be high efficacy but the /symbol used on the plans to depict this isn't defined as such based on the double asterisk note. Please verify appropriate symbols are used on the plans. CA Energy Code 150.0(k)3. EN2, Please indicate that at least one luminaire installed in each bathroom must be of high efficacy type. All other lights installed in the bathroom are required to be high efficacy or controlled by vacancy sensor. CA Energy Code 150.0(k)5. EN3. Please show that the outdoor lighting is to either be high efficacy or controlled by a motion sensor in conjunction with a photocontrol, astronomical clock, or an energy management control system. CA Energy Code 150.0(k)9A. EN4. / Please show on the plans next to the water heater on sheet 3 as per California Energy Code 150.0(n), water heating systems installed in new homes using gas or propane shall include the following components: a. 120V electrical receptacle that is within 3 feet from the water heater and accessible to the water heater with no obstructions. b. A Category I I I or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed c. 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 d. A gas supply line with a capacity of at least 200,000 Btu/hr. ENS. /Please show on the plans how the Indoor Air Quality (IAQ) requirement determined in the energy calculations is met. Give flow rate calculations and show location of mechanism which will fulfill the IAQ requirement. MECH/ELECT/PLUMB COMMENTS MEP1/Please indicate that the gas utility water heater is to be placed on an 18 inch high platform since it is located in the garage. CPC 507.13 MEP2/ For the pressure tank installed in the garage, please provide a means to protect the equipment from being damaged by vehicles, such as protective bollards. CPC sec. 507.13.1 Page 4 of 6 TRB♦ Agency: County of Butte J TRB+ Projact Number: 15.054.143.1 ---MEP3.lease provide seismic bracing for anchorage of the water heater at locEtions equal to the - op & bottom one third of its vertical dimension. The strap shall be a min of 4 inches above the controls. CPC Sec. 507.2 MEP4:Xease show termination point for pressure temperature relief valve drain for the new tank style water heater. CPC 608.3 & 608.5 MEP5.;4ease indicate that all new showers and tub/shower combinations shall be provided with individual control valves of the thermostatic mixing, pressure balance or combination valve type. CPC sec. 408.3 MEP6../Iease provide a note indicating that a non -removable backflow prevention device shall be installed on all exterior hose bibs. CPC Sec. 603 MEP7.lPlease indicate the size of the main electrical panel. Please also show the location of any sub panels in the structure. MEP8. /the guest bathroom, please indicate that the water closet shall not be set closer than 15 inches from its center to a side wall or obstruction. The clear space in front of a water closet shall not be less than 24 inches. CPC Sec. 402.5. FLOOD ZONE COMMENTS / Not in flood zone therefore no comments noted. WILDFIR EXPOSURE CONSTRUCTION REQ. W1. n detail 4 on sheet 10, please indicate whether the material shown on the underside of the eave is 3 coat stucco otherwise please provide a WUI compliant product/system that complies with CRC Section R327.7.5 STRUCTURAL COMMENTS S1. Special Inspection is required in accordance with 2013 CBC for shop ve-ification for welding or for field welds. Please provide a Statement of Special Inspec-.ions on the plans and list the special inspections required in accordance with 2013 CBC. The Special Inspector must be employed by the owner and approved by the Butte County Building Division. Please provide the name of the approved special inspectors tl-at will be employed to provide each special inspection. Special inspectors not already approved by the Butte County Building Division must submit a Statement of Qualifications and verification of current ICC (or equivalent) certification for the particular item they will be inspecting. S2. Detail 5 of sheet S2 indicates that #5 hooked bars are to be used to transfer the tension loads into the foundation. Please check the development length of the hooked bars into the foundation. It appears that the foundation depth will need to be increased to allow for the 3 inch concrete cover. Please verify and amend plans accordingly. Page 5 of 6 TRB+ Agency. County of Butte - TRB+ Project Number: 15.054.143.1 - — -S3. — Please indicate the strength of steel for the wide flange -columns and -indicate the weld - strength. [END] Page 6 of 6 TRB + Associates Date: December 17, 2015 To: Steve Ferreira 11829 Butte Creek Island Rd. Chico, CA 95928 Email: s.ferreira.inc(a)Qmail.com (via email) Agency: County of Butte TRB+ Project Number. 15.054.143.1 Initial Plan Review Page 1 of 6 Cc: Philo Hunt, Nancy Springer, Deborah DeBrunner; Jordan DeBrunner Email: Phunt .buttecounty.net; nspringer .buttecounty.net; ddebrunnerebuttecounty.net, idebrunner(a)buttecounty.net (via email) RE: Plan Review for: Gabrielle Broche Residence New SFD Project Address: 0 Skyway Rd Agency App. No.: 615-2956 TRB+ Project No.: 15.054.143.1 At the County of Butte's request, TRB + Associates has completed its plan review for the project listed above. Please see the section entitled "FORWARD" on the following page for information on the scope of the review, instructions on how to resubmit, and contact information for your project. The following documents were received for review: Plans: (2 sets) Sheets dated 11/10/15: 1 - 11 Sheets dated 05/15/13: S1 — S3 Sheets dated 7/11/15: SWP Structural Calculations: (2 copies) J. Holliday, dated 11/11/15 Truss Calcs: (2 copies) M. A. Hernandez, dated 11/12/15 Energy Calcs: (2 copies) D. Wallace, dated 10/16/15 Other: (1 copy) Truss Review Letter, dated 11/11/15 (1 copy) Sq footage verification form Plan review comments are listed on the following pages Sincerely, TRB + ASSOCIATES, INC. Dan McLaughlin ICC Certified Plans Examiner TRB + Associates, Inc. BUILDING SOLUTIONS 3180 Crow Canyon Place + Suite 216 + San Ramon, CA 94583 for MUNICIPALITIES T 925 866.2633 F 925 790.0011 www.TRBp/us.com Agency: County of Butte TRB+ Project Number: 15.054.143.1 PROJECT DATA Occupancy Group: R3/U Type of Construction: VB Number of Stories: 1 Conditioned Floor Area: 2007 Garage: 747 Fire Sprinkled: Deferred Item Valuation: $500,000 FORWARD ■ This plan review is only for the purpose of evaluating compliance with the provisions contained in the 2013 CBC, 2013 CPC, 2013 CMC, 2013 CEC, 2013 CRC, 2013 Green Building Standards Code, 2013 Energy Code, and County of Butte Ordinances. Please note that our review does not encompass provisions regulated and enforced by Planning, Engineering, Public Works, Health Departments; or other authorities outside the jurisdiction of the Building Department. ■ Please address all of the following items and return a copy of this list, along with a response sheet, indicating the location of all required changes to the plans, specifications and/or calculations. Be as specific as possible in your responses so that we may expedite your recheck. ■ If any changes have been made to the plan documents unrelated to those items identified in this comment list, please list the changes on a separate sheet and include in your resubmittal documentation. ■ Please submit two (2) complete revised sets of plans and plan documents, wet stamped and signed by the Architect and/or Engineer of Record, to: County of Butte Department of Development Services 7 County Center Drive Oroville, CA 95965 OR TRB + Associates, Inc. Attention: Todd Bailey 3180 Crow Canyon Place, Suite 216 San Ramon, CA 94583 ARCHITECTURAL COMMENTS Complete review by: Dan McLaughlin Al. Please correct the occupancy group to indicate R3/U since there is a detached garage A2. Under project data, please correct the code year of the California Energy Code from 2010 to 2013. A3. Please indicate if natural gas or propane is to be used to service the structure. If propane, show location, size, and anchorage. The anchorage may be a deferred item but please identify it as such on the cover sheet. Sheet 2 A4. The notes on the bottom of sheet 2 appear to be cut off. Please verify and provide Page 2 of 6 TRB+