Loading...
HomeMy WebLinkAboutB16-2646 028-020-049BUTTE COUNTY DEPARTMENT -�CONSTRUCTION :DEBRIS RECOVERY P96:, REPORT Final inspection will -not-be•sc'hed d;6hei"W'thpletedreport-subMifted .APN: Building Permit # Owner Name: RVdV Pue/70—P Stibmit coxnp.*1'eted:-.tor-rn.in person or by mail to: Butte County Development Services - Building 7'County' ' Center Drive Oroville, CA 95965 Owner Phone: fF/0) ^537--S/8'3 JobsiteAddress:- eeI744-Lgv;�& 96Z11- -PrdjectType:�o Construction, P.PeMplition jobsite Contact 5k1C.11 SkAKM'e_r Company: Tp ny.,., 494slte.,Phone. V MATERIAL ':Rdu0*-. Tonna e_ ''Recycle" Tonheige. Dls'-Ob"I: 76hriagd.- ACTUAL. 'Ad -L ff14­-t F I jT E-$/S.E kv C.E,PRQVIDER USED. 'Inert Material (concrete, asphalt) 1(e Lumber Ui�il 12 - e ez 6nwx(e �Plantffre'e,,Debris. Dry Wall: Reco /0DO I e e�b&-Zel q Oro LlAe. 60 Metal �7 7 5 Cardboard ev Other Other Total 'toris,of mafterial. dispose 6 d..of(not-re'.cledor-'r*eUsed) ye Total tons. ofmat6rial not, dit;60$6d"(dith6trb.�cydidd-6f f6iisdd.)... . Percent recycleidire.used Please sign ihdi6btihg'thSt'the Applicant: (Owner or .0 Circle which is true and correct iolifi.- e- -'best 6i-- knowledge: your� Final Report returned with cb1Wfi*fits:.- tial) Date: .r; A;�itach copies of Wififitfeceipts, gate tags, or other ,v..grd.yi.g-,info;-mAtion,-f6r all :materials -thsit recycled or disposed. BUTTE OTr F. DEC 0 I DEVEL01,vit -7 Final Re oifioproved*.:(3Uttdj*so :DAtd. SERVI(-ES K:\BUILDING\2011 \Approved.fbrrn§\Res Green Bldg. fotriis\Wast6..DiV6rsioxyTRecypling forrns.doc P -M BUTTE COUNTY DEPARTMENT OFD VELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY P REPORT Final inspection will not be scheduled until completed report submitted APN: •123-45-67 Building Permit # Submit completed form In person or by mail to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Owner Name: John Bidwell Owner Phone: 1530) 999-9999 Jobsite Address: 50 Diversion Way, Oroville Project Type: 0 Construction 0 Demolition Jobsite Contact: B. Z. Beaver Company: Fingertight Construction Jobsite Phone: (530) 555-1254 MATERIAL Reuse Tonna e. Recycle Tonna a Disposal Tonnage ACTUAL FACILITIEWSERVICE PROVIDERS USED Inert Material (concrete, asphalt) 4A On-site reuse of dirt, concrete Lumber 1.5 ABC Disposal Co. Neal Road Landfill for Recycling PlantlTree Debris 1.3 Acme Tree Service — grind up for mulch Dry Wail ,20 *mixed waste Donated large pieces - disposed unusable smaller pieces, included with mixed waste Metal .64 XYZ Scrape Metal Co. - separate bin on site Cardboard .34 ABC Disposal Co. - separate bin on site Other. Mixed waste 5.25 ABC Disposal Co. - to Neal Road Landfill Other. Fixtures Habitat for Humanity - fixtures donated Total tons of material disposed of (not recycled or reused) 5.25 Total tons of material not disposed (either recycled of reused) 8.38 Percent recycled/reused 61.15 % (Disposal+Recycle&Reuse+Recycle&Reuse) Please sign indicating that the above information is true and correct to the best of your knowledge: Applicant: (Owner or Contractor): Date: Circle which Final Report approved: (Building Inspector) Date: Attach copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled or disposed. K:\BUILDIN0241 RApproved forms\Res Green Bldg. forms\Waste Diversion -Recycling forms.doc .lee%. ,�S ' .,f r�r. .. l' ,1•` /,a � � � .. _ ,. �. BUTTE Residential Mandatory California Green Building COUNTY Code Measures Based on the -2013 California -'44- DEC. 01 2016. Green Building Standards Code Checklist t� DEVELUf'�1ENT " • Effective July 1, 2015' („ `( � SERVICES ie s ' VERIFICATIONS A LEVELS ENFORCING AGENCY TO SPECIFY APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATION METHOD Prerequisites and electives' Enforcin Installer or Third FEATURE OR MEASURE g Agency Designer party ❑ ❑ Mandatory Tier 1 Tier 2 All All All PLANNING AND DESIGN 4 '3. 3i £re'A x.°.. is6 F 3"�ih-1Y Site Develo ntent, N 4.106.2 A plan is developed and implemented to. ❑z manage storm water drainage duringconstruction. ` 4.106.3 Construction plans shall indicate how site grading or a drainage system will manage all surface x ❑ �e®�� S\0 V water flows to keepwater from entering buildii s. �� ��®p ,/ 4.106.4 Provide capability for electric vehicle chairging - in one- and two-family dwellings and'in townhouses Q'e� F w+ e ('\`�%i %..#. y 01�,{d ❑ t ., with attached private garages; and 3 percent of total arkm s aces, ass ecified, for multifamilydwellings. ENERGY N FFTCIEIVCY •` , •, �� , 4.201.1 Building meets or exceeds the requirements ofthe ❑ ❑ California Building Energy Efficiency SlandardS'. 0 `- I 1 �r "; ,. '. F '� �WATEREFFI.CfENCI AND GOISERVTIOIY. �;s'rs x'.T . 4.303.1 Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) installed in residential p 'e ❑ r ❑'I' b tib buildings shall comply with the prescriptive requirements of Sections 4.303.1.1 through 4.303.1.4.4. 4.303.2 Plumbing fixtures and fittings required in Section ❑ , ;0 4.303.1 shall be installed in accordance with the California Plumbing Code, and shall meet the applicable referenced standards. `+ 4.304.I:Automatic irrigation systems controllers installed at the time of final inspection shall be weather ❑ LI ❑ or`soil moisture -based. .` ❑x �EnliancedD`urabtltty°andR'educedhlaintenaticefl 4.406.1 Annular spaces around pipes, electric cables, ❑x ❑ ❑ conduits or other openings in plates at exterior 1valls shall' be protected against the passage of rodents by closing r. such openings with cement mortar, concrete masonry or _ similar method acceptable to the enforcing agency. Construction',Waste Reduction ;Disposal 1 sandRec clm' �r`: 3,.�xx,� 4.408.1 Recycle and/or sal�,age for reuse a Inininuun of ❑x ❑ ❑ ' 50 percent of the nonhazardous construction and demolition waste in accordance ��ilh one ofthe following:' 1. Coniply with a more stringent local construction . -.,and demolition waste management ordinance; or y 2. A construction waste management plan; per Section 4.408.2: or r ' 3. A waste management company, per Section 4.4083; or 4.1-1 waste stream reduction alternative; tier Section r 4.408.4. Building IVlaintenanceaand Operation `:j .. ' _ Sri �}F� -,i ii• � „� •A{ 1 1 - 4.410.1 An operation and maintenance manual shall O ❑ �j; ❑ be provided to the building occupant or owner., t la+— ��� '��`3 ` ENVIRONMENTAL QUALI'CY .�� ,� E•ireplaccsa 4.503.1 Any installed gas fireplace shall be adirect-vent ' sealed-combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission ❑ ❑ - limits where applicable. Woodstoves, pellet stoves and " fireplaces shall also comply with applicable local Pollutant Con(rol . 4.504.1 Duct openings and other related air distribution❑ ❑ component openings shall be covered during 4.504.2.1 Adhesives, sealants and caulks shall be ❑ ❑ compliant with VOC and other tOXle compound ' 4.504.2.2 Paints, stains and other coatings shall * ❑ j�7( ❑ be compliant with VOC limits. 7� 4.504.2.3 Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other ❑ l[ ❑ toxic compounds. 4.504.2.4 Documentation shall be provided to verify ❑ ❑ that compliant VOC limit finish materials have been 4.504.3 Carpet and carpet systems shall be compliant ' Q ❑ ❑ with VOC limits. 4.504.4 80 percent of floor area receiving resilient flooring shall comply with specified VOC criteria. 4.504.5 Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems ❑ ❑ shall comply with low formaldehyde emission standards. Interior<Moi'sture Control§ z 4.505.2 Vapor retarder and capillary break is installed at ❑ a 4—, ❑ slab-on-grade foundations. Q 4.505.3 Moisture content of building materials used in ' D ❑ ❑ wall and Floor framing is checked before enclosure. W Indoor titr Quality and Exhaust # ' iEn' Ar'onmental'Comfort 4.507.1 Reserved. 4.507.2. is selected using the following methods: F A❑ �, ❑ 1. Establish heat loss and heat gain values according to " ANSI/ACCA 2 Manual J-2004 or equivalent. 2. Sire duct systems according to ANSI/ACCA Manual D-2009 or equivalent. - 3. Select heating and cooling equipment according to , ANSI/ACCA 3 Manual S-2004 orequivalent. Installer and;S,pect.tl:InspectorQualificubons4 , Quahficattons.'.•'' x 702.1 HVAC system installers are trained and certified in . ❑ ❑ the proper installation of FIVAC systems. 702.2 Special inspectors employed by the enforcing ' j� agency must be qualified and able to demonstrate (]x ❑ ❑ competence in the discipline they are inspecting. 703.1 Verification of compliance with this code may include construction documents, plans, specifications builder or installer certification, inspection reports, or m ❑ ❑ other methods acceptable to the enforcing agency which show substantial conformance. t r ' t t r ' • �� ✓ �� ,,�,. ' PERMIT # • ' ` t BUTTE COUNTY DEVELOPMENT SERVICES ., REVIEWED • ,�. �: i� FOR ` CODE COMPLIANCE •' `' '` `. -. DATE „4 BY n i it, ai 19 7, , �'� • `-1045 Twin' -View Blvd. - Redding,. CA 96003 J. - f (530) 244-6335 ` (530)244-1890 fax TRUSS• ENGINEERING PACKAGE ICC RESEARCH REPORT NO. ESR —,1311 & ESR -1988 ' IN STRICT ACCORDANCE WITH • ,' ~ U.B.C� I.B.C, I.R.C., C:B.C. ANSI NATIONAL STANDARDS, LATEST • , a ; , REVISION v INSPECTED BY: f ENGINEERED BY: , . NATIONAL INSPECTION ASSOCIATION, INC. MITEK USA INC. Quality Systems. Management / National Testing: 250 KLUG CIR P.O. Box 3426 • Corona, CA 92880 , Gillette, WY 82717-3426 (951) 245-9525 Office & Fax (307) 685-6331 . (951) 273-0040 fax ' JOB NAME Skinner Residence , JOB # . • 160837 LOCATION: Chico CUSTOMER: BUTTE ' ,Eric -Skinner COUNTY `.DEC. 0!12016 • . , - �y ,`r.• .. ,` ;' DEVELUP.MENT „ `. Mffeko MITek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 160837 C 1 Skinner Residence The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Meeks Building Center. Pages or sheets covered by this seal: K2614779 thru K2614790 My license renewal date for the state of California is September 30, 2018. a Q�of ESSIO/V a zHgo F46 m J 'C 70068 � EXP. 9-30-2018 ��— November 29,2016 Zhao, Xiaoming IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply Skinner Residence BRACING - MiT®k� TOP CHORD 2X4 DF No. 1&Btr G K2614779 160837 Al GABLE 1 1 WEBS 2X4 DF No. 1&Btr G JOINTS 1 Brace at Jt(s): 25, 26, 27, 28, 31 OTHERS 2X4 DF No. 1&Btr G i e o do al it ....0rnaumg 8.U3V s sep LB zU18 MI I eK Inaustnes. Inc. Mon Nov z6 11:00:48 2016 Page 1 I D:xF L pF Nj nE3JQ QclAn HOkG FjzDJ H2-vXYC5kXa EOORK7k55yO3dal706dmjjtzX n4gX WyEgQz j 10 7-0 I 14-0-0 16-7-14 20 0-12 ' 28-0-0 30-0-0 2-0-0 10.7-0 3-5-0 2-7-14 31-14 7-11-0 2-0-0 4x4 = 10 11 Scale - 1:51.3 4x4 = 04 = 4x4 = 5x8 = 4.8-0 10-7-0 14-0.0 16 7-14 1 20-0-12 23 4-0 28 0-0 4.8-0 5 11-0 3 5-0 2 7 14 0- 10 3 3 4 3-3-4 4$-0 9 [� LOADING (psf) (Roof Snow --20.0) TCLL 20.0 10)0.0 TCDL 1 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TP12014 CSI. TC 0.23 BC 0.18 WB 0.27 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) -0.02 22-23 >999 240 Vert(CT) -0.05 22-23 >999 180 Horz(CT) 0.01 18 n/a n/a PLATES GRIP MT20 220/195 Weight: 193 Ib FT = 20% LUMBER- BRACING - MiT®k� TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF No. 1&Btr G JOINTS 1 Brace at Jt(s): 25, 26, 27, 28, 31 OTHERS 2X4 DF No. 1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. All bearings 16.9-8 except (jt=length) 18=0.5-8. (lb) - Max Horz 2=141(LC 13) Max Uplift All uplift 100 Ib or less at joint(s) 23 except 2=411(LC 44), 24=-324(LC 44), 22=281(LC 45), 18=-578(LC 45) Max Grav All reactions 250 Ib or less at joints) except 2=492(LC 29), 24=636(LC 57), 22=840(LC 30), 22=741(LC 1), 23=533(LC 19), 18=855(LC 58), 2=298(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-691/664, 3-4=8571768, 4-5=6661616, 5.6=550/519, 67=-442/400, 7-8=353/337, 8-9=259/258,12-13=-289/302,13-14=394/373. 14-15=5021477,115-16=6117/570. 16-17=-808/731,17-18=-1345/989 BOT CHORD 2-24=-590/660, 23-24=554/560, 22-23=-4071413, 21-22=2551522, 20-21=-4991747, 18-20=-775/1152 WEBS 3-32=432/507, 31-32=-432/507, 30-31=-4321507, 27-30=-436/510, 27-29=96/313, 28-29=-96/317, 28-33=96/317, 33-34=-96/317, 255-34=-96/317, 25-35=961317, 35-36=96/317, 26-36=-96/317, 26-37=-502/205,17-37=-500/204, 3-24=485/301, 22-25=3491110, 22-26=-619/138, 23-27=-408/160, 24-27=-234/284, 22-27=483/437, 7-27=-260/93 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. Q�pFESS10ty II; Exp C; enclosed; MWFRS (directional) and C -C Extedor(2) -2-0-Oto 1-0.0, Irdedor(1) 1 -0 -Oto 14-0-0, Exterior(2) 14 -0 -Oto 17-0.0 �� �M ZH4 �c2 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry J C 70068 Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 9-30- 18 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. ! S 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. November 29,2016 ® WARNING - VerNy design parometenr and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MI -7473 rev. 1a/wmf6 BEFORE USE- SEDesign Designvalid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual buildingcomponem, not q' ITS a truss system. Before use, the building designer must verify, the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crherla, DS8-89 and SCSI Building Component Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss Type pry Pry Skinner Residence a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing K2614779 160837 Al GABLE i 1 250 Klug Circle Corona. CA 92880 Reference (optional) oh meeks lumber, redding 8.030 s Sep 29 2016 Mrrek Industries, Inc. Mon Nov 28 11:00:48 2016 Page 2 I D:xFLpF Nj nE3JQ QgAnH OkGFjzDJ H 2-vXYC5kXa E00R K4k55yO3da1706dmjjtzxn4gX WyEgQz NOTES - 9) ' 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. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 23 except (jt --lb) 2=411, 24=324, 22=281, 18=578, 2=411. 12) This truss has been designed for a total drag load of 2000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-0-0, 0-0-0 to 28-0-0 for 35.7 plf. C t ® WARNING - Verity design paraoreters end READ NOTES ON THIS AND INCLUDED I18TEK REFERENCE PAGE 6867471 rev. 10/01/1016 BEFORE USE. Design valid for use only with Mnak® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®�• Is always required for stability and to prevent collapse with possible personal infury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona. CA 92880 Job Truss Truss Type Qty. PlySkinner Residence TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld K2614780 160837 A2 COMMON 4 1 10) TCLL 10.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.25 10-11 >800 180 Job Referen6a (optional) meeKs lumber, redoing 8.030 s Sep 29 2016 MITek Industries, Inc. Mon Nov 28 11:00:49 2016 Page 1 I D:xFLpFNJnE3JQQgAnHOkGFjzDJH2-NJ6al4YC9K81y9JlfgvlAol FTWw8S367mRgN3yyEgOy �2 0-0_ _ 7-0-0 14-0-0 16 7-12 22-3-14 i 28-0-0 30 0-0 2-0-0 7-0-0 7-0-0 2-7-12 5-8-2 5-8-2 2-0-0 it Scale = 1:51.3 4x8 = 04 = oxo - 3x10 = 2x4 II 4x4 = 8-3-14 16-7-12 22-3-14 28 0-0 G_'1_1A G_'1_1A G. G_7 LOADING (psf) 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vesd=87mph; TCDL=4.8psf; BCDL=4.Spsf; h=25ft; B=45ft; L=2811; eave=oft; Cat. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-0-0, Exterior(2) 14-0.0 to 17-0-0 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.13 10-11 >999 240 MT20 220/195 10) TCLL 10.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.25 10-11 >800 180 BCLL 0.0 Rep Stress Incr YES 'WB 0.71 Horz(CT) 0.01 10 n/a n/a 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) . BCDL 10.0 Code IBC2015ITPI2014 Matrix -AS 2=147,10=159,7=117. Weight: 132 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.l&Btr G BOT CHORD 2X4 DF No.l&Btr G WEBS 2X4 DF No.1&Btr G BRACING - TOP CHORD BOTCHORD REACTIONS. (Ib/size) 2=659/0-5-8, 10=1432/0-3-8,7=389/0-5-8 Max Horz 2=141(LC 13) Max Uplift 2=147(LC 14), 10=-159(LC 14), 7=-117(LC 14) Max Grav 2=706(LC 19), 10=1432(LC 1), 7=423(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-811/140, 3-4=-693/188, 4-5=0/432, 5-6=-17/467, 6-7=-270/59 BOT CHORD 2-11=9/679 WEBS 3 -11= -465/189,4-11=-123/790,4-10=-939/112,5-10=352/128,6-10=-536/124 Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing' be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vesd=87mph; TCDL=4.8psf; BCDL=4.Spsf; h=25ft; B=45ft; L=2811; eave=oft; Cat. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-0-0, Exterior(2) 14-0.0 to 17-0-0 p�] Ma zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall shown; Lumber DOL=1.60 plate grip DOL=1.60 ti 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct=1.1 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braclng Is for 3) Unbalanced snow loads have been considered for this design. MiT®k� 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the non -concurrent with other live loads. 5) This truss has been designed for a 10.01 bottom chord live load nonooncurrent 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, with BCDL = IO.Opsf. ESSIO 7) A plate rating reduction of 206k has been applied for the green lumber members. hof FyC� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) ZHq� 2=147,10=159,7=117. �? 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and Y" gypsum J C 70068 sheetrock be applied directly to the bottom_ chord. November 29,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 1197EK REFERENCE PAGE 11171.7479 rev, 10/09/2018 BEFORE USE �*R Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not p�] Ma a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braclng Is for MiT®k� always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSIfTPN Quality Criteria, OSS -89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 921180 Job Truss Truss Type DEFL. in (loc) Well L/d Skinner Residence (Roof Snow=2 Plate Grip DOL 1.15 ]Qty Vert(LL) �Ply K2614761 160837 A3 ROOF SPECIAL 7 1 -0.33 3-15 >613 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Job e ce o tional meeKs tumoer, reading 8.030 s Sep 29 2016 MiTek Industries, Inc. Mon Nov 28 11:00:50 2016 Page 1 ID:xFLpFNjnE3JQQgAnHOkGFjzDJH2-rvfyWQZgmdG8aJuUDNQXi7gQrw16BZpG 4ZxbOyEgQx 8-2-12 14-0-0 11-6f 16-7-12 22-3-14 28 0-0 30 0 4 2-0-0 2-5-8 5 9 4 5-9-0 0.6 2-1-12 5-8-2 5-852 2-0-0 Scale = 1:53.1 4x6 = 2x4 11 5 6 40 = 2x4 II 2x4 II 3x10 = 2x4 II 44 = 2-5-8 8-2-12 14-6-0 18-7-12 22-3-14 28-0-0 2.5� 5-9-4 6-3-1-12 5.8-2 -8-2 15 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.11 3-15 >999 240 MT20 220/195 TCDL 10)0.0 1 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.33 3-15 >613 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code IBC2015rrPI2014 Matrix -AS Weight: 146 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2=341/0-5-8, 9=78/0-5-8,12=2216/0-3-8 Max Horz 2=141(LC 13) Max Uplift 2=-145(LC 14), 9=318(LC 19),12=`165(!_C 14) Max Grav 2=357(LC 19), 9=130(LC 20), 12=2216(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1/390, 4-5=0/1026, 5.6=0/1099, 6-7=0/1092, 7-8=37/1530.8-9=37/1166 BOT CHORD 11-12=1000/142, 9-11=1000/142 WEBS 4 -15=0/303,4 -14=-761/147,5-14=-1183/143,12-14=-1440/265,7-14=0/949, 7-12=-1224/105,8-12=-559/115 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Extedor(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-0-0, Extedor(2) 14-0.0 to 17-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 Psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=145,9=318,12=165. 9) This truss design requires that a minimum of 7/16° structural wood sheathing be applied directly to the top chord and'W gypsum sheetrock be applied directly to the bottom chord. Q—ofF S10Nq� ZHAo �y2 C70 8 EXP. 9-30-2018 November 29,2016 ® WARNING - VeMY design parameters and READ NOTES ON THIS AND INCLUDED a9TEK REFERENCE PAGE 1191.7473 rev. 19/=015 BEFORE USE. • Design valid for use only with MrrekdD connectors. This design is based only upon parameters shown, and is for an individual building component, not Bel e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buciding of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiT®k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPit Quality Criteria, DSB-09 and SCSI Building Component Safety IMormetfon available from Truss Plate Institute, 218 N. Lee Street, Sute 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Skinner Residence TCLL 20.0 SPACING- 2-0-0 K2614782 160837 A4 COMMON 4 1 PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.25 jgh Reference (optional meeks lumber, redding t 8.030 s Sep 29 2016 MITek Industries, Inc. Mon Nov 28 11:00:50 2016 Page 1 I D xF LpFNj nE3JQQgAn HOkG FJzDJ H2-rvfy WQ2g mdGBaJuU D N QXi?gQ?wD2BggG_4zxbOyEgQx -2-0-0 7-0-0 14-M 21-0-0 28-0-0 30-0-0 2-0-0 7-" 7-0-0 7-" 7-M 2-" Scale = 1:51.3 4x8 = 4X4 4X4 — = t 9-4-0 16-6-0 28-0-0 I1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.25 8-9 >999 240 MT20 220/195 10)0.0 TCDL 1 Lumber DOL 1.15 BC 0.51 ert) VCT ( -0.50 8-9 >674 180 BCL- 0.0 Rep Stress Ina YES WB 0.12 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -AS Weight: 120 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No.1&Btr G REACTIONS. (Ib/size) 2=124010-5-8,6=1240/0-5-8 Max Horz 2=-141(LC 12) Max Uplift 2=-211(LC 14), 6=211(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1959/308, 3-4=-1742/312, 4-5=-1742/312, 5-6=1959/307 BOT CHORD 2-9=-157/1735, 8-9=-42/1116, 6-8=-187/1702 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. WEBS 4-8=-75!714, 5-8=-465/182, 4-9=75!714, 3.9=465/182 NOTES - 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; 6=45ft; L=28ft; eave=oft; Cat. 11; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psi bottom chord live toad 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 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. ESSI 7) A plate rating reduction of 20% has been applied for the green lumber members. �QF OAt 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) OQ Z <<c` 2=211,6=211. ��. �{.M H,4 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and Y2' gypsum �= 2� sheetrock be applied directly to the bottom chord. J C 70068 � November 29,2016 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI.7473 rev. 101=016 BEFORE USE. *■■ 'Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent budding of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Corona, CA 92880 Job Truss Truss TypeQty Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Pty Skinner Residence 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vesd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. ' TCLL 20.0 SPACING- 2-0-0 K2614783 lJob 160837 A5 COMMON 2 1 PLATES GRIP (Roof Snow --20.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 Reference o ti nal peeks lumber, reading 8.030 s Sep 29 2016 MITek Industries, Inc. Mon Nov 28 11:00:512016 Page 1 I D:xFLpFNJ nE3JQ QgAnH OkGFJzDJ H2-J6DKJ mZSXxO?BSTgn5xm FDNCFKfOw_DQ DkJ U8ryEgQw -2-M7-" 14-0-0 15.7.12 21-9-14 28.0-0 30-0.0 2-0-0 7-" 7-0-0 1-7-12 6-2.2 6.2-2 2-M Scale - 1:51.3 08 = 4x4 = — I �'�� — 3x10 = 2x4 II 4x4 = 5:2-9 10-5-3 15.7-12 21-9 14 28-0-0 5 2-9 5-2-9 5-2-9 6-2 &2-2 LOADING (psf) 6-10=-610/132, 6-9=0/264 Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vesd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-0-0, Extedor(2) 14-D-0 to 17-0-0 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow --20.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 9-18 >999 240 MT20 220/195 10)0.0 TCDL 1 Lumber DOL 1.15 BC 0.19 Vert(CT) C ( -0.08 9-18 >999 180 ;10 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -AS Weight: 139 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (Ib/size) 2=600/D-5-8,10=1452/0-3-8,7=429/0-5-8 Max Horz 2=141(LC 13) Max Uplift 2=-143(LC 14), 10=155(1_C 14), 7=125(LC 14) Max Grav 2=651(LC 19), 10=1452(LC 1), 7=462(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=761/112, 3-4=303/127, 4-5=0/412, 5-6=0/475, 6-7=-335/59 BOT CHORD 2-12=0/618, 11-12=-5/551 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. WEBS 3-12=0/257, 3-11=-558/172, 4-11=-79/555, 4-10=958/91, 510=392/136, 6-10=-610/132, 6-9=0/264 Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vesd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-0-0, Extedor(2) 14-D-0 to 17-0-0 building design. Bracing indicated is to prevem buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is for zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions MiT®k" shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Crherla, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandde, VA 22314. 3) Unbalanced snow loads have been considered for this design. 250 Klug Circle Corona, CA 92880 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ESSIt7 Nq� will fit between the bottom BCDL Q�OF chord and. any other members, with = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the lumber members. I�M ZHAO F'Lc green ��O 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2� 2=143,10=155,7=125. V C 70068 tr 9) This truss design requires that a minimum of 7/16° structural wood sheathing be applied directly to the top chord and Wgypsum ;10 sheetrock be applied directly to the bottom chord. 9,28't?018 November 29,2016 ® WARNING - verny design Parameters and READ NOTES ON THIS AND INCLUDED a9TEK REFERENCE PAGE 11967473 rev. 1110=015 BEFORE USE. Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall . building design. Bracing indicated is to prevem buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is for MiT®k" always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Crherla, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandde, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Ory Pry Skinner Residence a truss system. Before use, the building designer must vedly the applicability of design parameters and property incorporate this design Into the overall TCLL 20 SPACING- 2-0-0 K2614784 160837 A6 ROOF SPECIAL 5 1 PLATES GRIP (Roof Snow=2 ) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0:03 e eice (optional meeks lumber, redding 8.030 s Sep 29 2016 MITek Industries, Inc. Mon Nov 28 11:00:52 2016 Page 1 I D:xFLpFNjnE3JQQgAnHOkGFJzDJH2-nlnix5a41F Wspc2tKoS?nQwn0k90fOgZS022gHyEgQv -2.0-0 7-0-0 ; 14-0-0 15-7-12 17-9-8 21-8-0 25 8-8 28-0-0 30-0-0 2-0-0 7-0-0 T 7-0-0 1.7-12 2-1-12 3.10-8-8 3-10$ I 25.8 2-0-0 n 4x8 = drd Scale = 1:53.2 LXq I/ qxq — 4x4 = 08 = .2x4 II 2x4 II 4x4 = 5 2-9 10-5-3 15-7-12 17-9 8 21-8-0 25 8 8 28-0 0 5-2-9 5.2-9 r 5 2-9 1-12 3 10 8 3 108 25 8 0 I LOADING (psf) rev. 10/03/2016 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �* �[��• a truss system. Before use, the building designer must vedly the applicability of design parameters and property incorporate this design Into the overall TCLL 20 SPACING- 2-0-0 CSL DEFL. in (loc) Udefl L/d PLATES GRIP (Roof Snow=2 ) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0:03 8-12 >999 240 MT20 220/195 10.0 .0 TCDL 1 er Lumber DOL 1.15 BC 0.16 (0 Vert CT) -0.08 8-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -AS Weight: 152 Ib FT = 20% LUMBER• TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G REACTIONS. (lb/size) 2=487/0-5-8.9=286/0-5-8,15=1708/0-3-8 Max Horz 2=-141(LC12) " Max Uplift 2=159(1_C 14), 9=145(LC 14), 15=119(LC 14) Max Grav 2=599(LC 19), 9=291(LC 20), 15=1708(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=647/182, 3-4=188/344, 4-5=01785,5-6=0f724, 6-7=3/739,7-8=0/329 BOT CHORD 2-17=47/516,16-17=104/449, 15-16=-434/134 WEBS 3-17=0/257, 3-16=-558/171, 4-16=75/558, 4-15=1197/100, 5-15=252/53, 13-15=701/183, 7-13=-443/86 BRACING - TOP CHORD - Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=28ft; eave=oft; Cat. II; Exp C; enclosed: MWFRS (directional) and C -C Extedor(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 14-0-0, Extedor(2) 14-0-0 to 17-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DCL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any.other members, with BCDL = 10.0psf. 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) except (jt=1b) 2=159,9=145,15=119. 9) This truss design requires that a minimum of 7/16° structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11 pVESS10/4" ZH4 X22 C 70068 November 29,2016 ® WARNING -Verify design paremeters and READ NOTES ON THIS AND INCLUDED 69TEK REFERENCE PAGE 118F7473 rev. 10/03/2016 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �* �[��• a truss system. Before use, the building designer must vedly the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Quality Crtteda, DSS -89 and BCSI Building Component safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Pty Skinner Residence LUMBER- BRACING - shown; Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD K2614785 160837 A7 COMMON SUPPORTED GAB 1 i MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF No. i&Btr G be installed during truss erection, in accordance with Stabilizer 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires Continuous bottom chord bearing. Job Reference (optional) masks lumber, nodding 8.030 s Sep 29 2016 MITek Industries, Inc. Mon Nov 28 11:00:53 2016 Page 1 I D:xFLpFNjnE3JQQgAnHOkGFJzDJH2-FUL58Rbi3YejRmd3uWzEKeS7z7MmO1 Dlh2obCjyEgOu 2-0-014-0-0 159.8 28-0-0 30 -0-0 2-0-0 14.041 1-9 8 12-2-8 2-0-0 Scale = 1:51.3 04 = 11 12 13 -•.a Yi r� uu ao o� uv a.�ac �r ou ca co [r m [� 5x8 = LOADING (psf) (Roof Snow=2 TCLL 20.0 10)0.0 TCDL 1 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015ITP12014 CSI. TC 0.17 BC 0.06 WB 0.07 Matrix -S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Ud 0.00 24 n/r 120 -0.01 24 n/r 120 0.00 23 n/a n/a PLATES GRIP MT20 220/195 Weight: 187 Ib FT = 20% LUMBER- BRACING - shown; Lumber DOL=1.60 plate grip DOL=1.60 TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2X4 DF No. i&Btr G 4) Unbalanced snow loads have been considered for this design. MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF No. i&Btr G be installed during truss erection, in accordance with Stabilizer 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires Continuous bottom chord bearing. Installation guide. REACTIONS. All bearings 28-0-0. Q�()FESSIO/V studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 bottom live load live (lb) - Max Horz 2=141(LC 13) psf chord nonconcurrent with any other loads. ' Max Uplift All uplift 100 Ib or less at joints) 36, 37, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26, 25, 33 except 2=101(LC 14), 23=-101(LC 14) - will fit between the bottom chord and any other members. U C 70068 ((1 Max Grav All reactions 250 Ib or less at Joints) 35, 36, 37, 38, 39, 40, 41, 42, 43, 34, 32, 31, 30, 29, 28, 27, 26, 25, 33 except 2=272(LC 19), 23=272(LC 20) g-$ * yt FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall 11; Exp C; enclosed; MWFRS (directional) and C -C Comer(3) -2-0-0 to 1-0.0, Extedor(2) 1-0-0 to 14-0-0, Corri 14-0.0 to 17-0-0 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires Continuous bottom chord bearing. 8) Gable Q�()FESSIO/V studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 bottom live load live Zfig << psf chord nonconcurrent with any other loads. ' 10) This -truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. U C 70068 ((1 11) A plate rating reduction of 20% has been applied for the green lumber members. —' 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 36, 37, 38, 39,P, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26, 25, 33 except (jt=1b) 2=101, 23=101. g-$ * yt November 29,2016 ® WARNING - Vedljr design parameters and READ NOTES ON THIS AND INCLUDED a97EK REFERENCE PAGE 1191.7479 rev. 1010312015 BEFORE USE. Design valid for use only with MITeke connectors. This design Is based only upon parameters shown, and is for an Individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of busses and truss systems, see ANSIrrPN Quality Criteria, 038.89 and SCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss Type DEFL. in (loc) I/deft Ud Skinner Residence (Roof Snow=2 plate Grip DOL 1.15 loty-__ ]Ply 0.00 11 n/r 120 K2614786 lJob 160837 Bi COMMON SUPPORTED GAB 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 10 n/a n/a - fe o tional meeks lumber, redding 8.030 s Sep 29 2016 MITek Industries, Inc. Mon Nov 28 11:00:54 2016 Page 1 I DxFLpFNj n E3JQOgAn HOkGFjzDJH 2-khvTMncLg sma3wC FSD UTtn9MX ht7 VJsviX8k9yEg Qt 2-0-05-10-0 11.8-0 13.84) 2-0-0 5-10-0 5-10-0 2-0-0 Scale - 1:25.1 4x4 = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=2 plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 11 n/r 120 MT20 220/195 10)0.0 TCDL 1 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 10 n/a n/a - BCDL 10.0 Code IBC2015/TP12014 Matrix -S 1 ESS/0 10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-O tall by 2-0-0 wide Weight: 54 Ib FT = 20% LUMBER- BRACING - 11) A plate rating reduction of 20% has been applied for the green lumber members. TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2X4 DF No. 1&Bir G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2X4 DF No. 1&Bir G MiTek recommends that Stabilizers and required cross bracing CIVIL be installed during truss erection, in accordance with Stabilizer • Installation guide. REACTIONS. All bearings 11-8-0. November 29,2016 (lb) - Max Horz 2=-66(LC 12) 1 Max Uplift All uplift 100 Ib or less st joints) 16, 17, 13, 12 except 2=-124(LC 14), 10=-124(LC 14) Max Grav All reactions 250 lb or less atjoint(s) 15, 16, 17, 14, 13, 12 except 2=270(LC 1), 10=270(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not II; Exp C; enclosed; MWFRS (directional) and C -C Comer(3) -2-0-0 to 1-0.0, Exterior(2) 1-0-0 to 5.10-0, Corner(3) 5-10-0 to 8-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. MiT®k' 3) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live.load nonconcurrent with any other live loads. 1 ESS/0 10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-O tall by 2-0-0 wide Q�� ZH14 will fit between the bottom chord and any other members. g�O �M 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 16, 17, 13, 12 J C 70068 except at=lb) 2=124, 10=124. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. EXR 9-30-2018 CIVIL • F CA1.�F�� November 29,2016 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED h9TEK REFERENCE PAGE 6111.7473 rev. 1010311016 BEFORE USE. - R Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not q a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB.89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 250 Klug Circle Corona. CA 92880 Job Truss Truss Type DEFL. in (loo) Udefl Ltd Skinner ResidenceK2614787 (Roof Snow=2 Plate Grip DOL 1.15 J*T Vert(LL) -0.03 5-8 >999 240 MT20 220/195 160837 B2 COMMON 41 Vert(CT) -0.09 5-8 >999 180 non -concurrent with other live loads. BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Job Re e o fiord/ meeKs lumoer, reading 8.030 s Sep 29 2016 MITek Industries, Inc. Mon Nov 28 11:00:55 2016 Page 1 I D:xFLpFNjnE3JQQgAnHOkGFJzDJH2-CtTrZ7czbAuRg4mROwOiP3YKSX?TsyE78MHiHcyEgQs 5-10-0 11-8.0 13-8-0 5-10-0 5.10-0 2-0-0 4x4 = Scale = 1:22.4 4x4 11 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loo) Udefl Ltd PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.03 5-8 >999 240 MT20 220/195 TCDL 10)0.0 1 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.09 5-8 >999 180 non -concurrent with other live loads. BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -AS 9) This truss design requires that'a minimum of 7/16° structural wood sheathing be applied directly to the top chord and I/ gypsum l ��O �`M ZNq� Weight: 40 Ib FT = 20% LUMBER- v C 70068 BRACING - TOP CHORD 2X4 OF No. 1&Btf G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No. 1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=456/0-5-8, 3=597/0-5-8 Max Horz 1=-64(LC 12) Max Uplift 1=-52(LC 14), 3=-136(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-630/170, 2-3=-649/158 BOT CHORD 1-5=52/521, 3-5=-52/521 WEBS 2-5=0/264 NOTES - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4:8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. �® Nat II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) 0.0-0 to 3-0-0, Interior(1) 3-0-0 to 5.10-0, Extedor(2) 5.10-0 to 8-10-0 a truss system. Before use, the building designer must vedy the applicability of design parameters and property incorporate this design Into the overall zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct=1.1 WOW 3) Unbalanced snow loads have been considered for this design. always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd 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 atjoird(6) 1 except (jt=1b) FESSI 0/V 3=136. Q�0 9) This truss design requires that'a minimum of 7/16° structural wood sheathing be applied directly to the top chord and I/ gypsum l ��O �`M ZNq� sheetrock be applied directly to the bottom chord. �� 2 v C 70068 November 29,2016 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED Aa7EK REFERENCE PAGE 11091.7473 rev. 10/03/201 a BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �® Nat a truss system. Before use, the building designer must vedy the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Pty Skinner Residence building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing is WOW A'T®1.' 3x6 11 6x8 = K2614788 160837 P1 BLOCKING SUPPORTED 6 1 1-10-6 _I 1-10b LOADING (psf) Job Reference otioal o.uou n aep ce cu ro mr r an nwuaures, mc. rvrur rvuv em r t:uuaa Zino rage l I D:xF LpF NJ nE3JQQgAn H OkGFjzDJH 2-CtTrZ7czbAu Rg4 mROwOi P3YFmx2fsrO78M HiHcyEgQ s 1f ?0 1-10.8 Scale = 1:36.4 1 2 LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD ' Structural wood sheathing directly applied or 1-10-6 oc pudins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (Ib/size) 4=63/1-10-8,3=63/1-10-8 Max Horz 4=-205(LC 10) Max Uplift 4=-421 (LC 8), 3=-421 (LC 9) Max Grav 4=438(LC 11), 3=438(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-910/945 BOT CHORD 3-4=-333/370 WEBS 1-3=910/910 NOTES - 1) Wind: ASCE 7-10; Vuk=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Comer(3) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially. Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 9) ' 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. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 4=421, 3=421. 9 Q?,pFESSIO ZNAO C 70068 November 29,2016 ® WARNING - Ve ft design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERENCE PAGE Nal -7473 rev. laWI2015 BEFORE USE Design valid for use only with MRekS connectors. This design Is based only upon parameters shown, and Is for an individual buildingcomponent, not 4 3 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing is WOW A'T®1.' 3x6 11 6x8 = ttl� 1 R febrcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 250 Klug Circle 1-10-6 _I 1-10b LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow=2 Plate Grip DOL 1.15 TC 0.54 Vert(LL) n/a n/a 999 MT20 220/195 1 TCDL 10)0.0 Lumber LbDOL 1.15 BC 0.04 Vert( VCT) CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 29 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD ' Structural wood sheathing directly applied or 1-10-6 oc pudins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (Ib/size) 4=63/1-10-8,3=63/1-10-8 Max Horz 4=-205(LC 10) Max Uplift 4=-421 (LC 8), 3=-421 (LC 9) Max Grav 4=438(LC 11), 3=438(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-910/945 BOT CHORD 3-4=-333/370 WEBS 1-3=910/910 NOTES - 1) Wind: ASCE 7-10; Vuk=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Comer(3) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially. Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 9) ' 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. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 4=421, 3=421. 9 Q?,pFESSIO ZNAO C 70068 November 29,2016 ® WARNING - Ve ft design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERENCE PAGE Nal -7473 rev. laWI2015 BEFORE USE Design valid for use only with MRekS connectors. This design Is based only upon parameters shown, and Is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing is WOW A'T®1.' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ttl� 1 R febrcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 250 Klug Circle Corona, CA 92880 Job Truss Truss T;•pe Qty Skinner Residence DEFL. in (loc) Udefl Ud ' (Roof Snow=2 Plate Grip DOL 1.15 �Ply K2614789 160837 P2 BLOCKING SUPPORTED 1 1 Vert(CT) n/a n/a 999 BCLL 0.0 " Rep Stress Incr YES Job Reference o do al meena mmu<r, - • rcuumy ts.uJu s Sep Ztf 2uto ml I eK Inausales, Inc. mon Nov Zd 11:uu:Db 2ulti rage 1 ID:xFLpFNJnE3JQQgMHOkGFJzDJH2-g31 DnTdbLT011ELeZeXxyG4PtLOvbHi9NOOFp2yEgOr 1F -81 1-8-14 • - Scale - 1:36.5 1 2 { 4 3 3x6 11 6x6 = 1-8-14 —1 1 A-14 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a n/a 999 MT20 220/195 10) TCLL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.53 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 29 Ib FT = 20% LUMBER- ' BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc pudins, BOT CHORD 2X4 DF No.1&Btr G I except end verticals. WEBS 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=58/1-9-0,3=58/1-9-0 Max Horz 4=-205(LC 10) Max Uplift 4=-455(LC 8), 3=-455(LC 9) Max Grav 4=471(LC 11), 3=471(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less ezoept when shown. TOP CHORD 1-4=984/1016 BOT CHORD 3-4=-333/370 WEBS 1-3=-984/984 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Comer(3) 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) Truss designed for wind loads in the plane of the truss only. For stu is exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building design -gr as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nanconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the botton chord in all areas where_ a rectangle 3, 6 O tall by 2-0-0 wide Q��FESSIOAt Z will fit between the bottom chord and any other members. gni y,M 10) A plate rating reduction of 20% has been applied for the green lumL--r members. 11) Provide mechanical connection (by others) of truss to bearing plate tapable of withstanding 1001b uplift at joint(s) except(j►=lb) J C 70068 4=455,3=455. November 29,2016 ® WARNING - Veft design parameters and READ NOTES ON TN/S AND INCLUDED OU EK REFERENCE PAGE 11967473 rev. 1 09/2011 BEFORE USE. • Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and peperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPI1 Quality Crtterla, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aloaandda, VA 22314. Corona, CA 92880 Job s Truss Type Qty Pty Skinner Residence WEBS 2X4 OF No. 1&Btr G TP3 MiTek recommends that Stabilizers and required cross bracing K2614790 160837 j be installed during truss erection, in accordance with Stabilizer BLOCKING SUPPORTED 11 1 fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPN Quality Criteria, DSB89 and BCSI Building Component Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 3x6 I I 6x8 = Job e e ce o floral t omau s oep ze zu i o ter. i ex muusmes, mc., iwon Lvov zo t 1:uumo zuT6 rage 1 ID:xFLpFNJnE3JQQgAnHOkGFJzDJH2-g31DnTdbLT011ELeZeXxyG4TlLOxbKP9N00Fp2yEgOr 1-10-6 I 1-10-6 1 2 Scale - 1:33.8 LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 1-10.6 oc purlins, BOT CHORD 2X4 DF NO.1&Btf G except end verticals. - WEBS 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is 4 3 be installed during truss erection, in accordance with Stabilizer always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Installation guide. fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPN Quality Criteria, DSB89 and BCSI Building Component Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 3x6 I I 6x8 = 1 1-10-6 1 -tom LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP (Roof Snow --20.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) n/a n/a 999 MT20 220/195 10) TCLL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) 0.00 3 n/a n/a BCOL 10.0 Code IBC2015frP12014 Matrix -P I Weight: 27 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 1-10.6 oc purlins, BOT CHORD 2X4 DF NO.1&Btf G except end verticals. - WEBS 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is be installed during truss erection, in accordance with Stabilizer always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Installation guide. REACTIONS. (Ib/size) 4=63/1-10-8, 3=63/1-10-8 Max Horz 4=189(LC 10) Max Uplift 4=-359(LC 8), 3=-359(LC 9) Max Grev 4=376(LC 11), 3=376(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=774/809 BOT CHORD 3-4=-306/340 WEBS 1-3=774/774 NOTES - 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. ll; Exp C; enclosed; MWFRS (directional) and C -C Comer(3) zone; cantilever left and right exposed; and 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 9) ' 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. 10) A plate rating reduction of 20°x6 has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 4=359,3=359. I Q'�'pFESSIOPV ZH'4 F2Z U m C 7001 EXP. 9-30-2018 November 29,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MI -7473 rev. IWW12015 BEFORE USE ■■ Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is MiT®k• always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPN Quality Criteria, DSB89 and BCSI Building Component Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 �gFt i V i+� j' 1 N C d m A 0 D> > > > > >D> >D D �'-_-- ------ —---------- .—. I --------- — - -.----. ----- _-_._.- -.---- ----- ----- -.---.-,-----_ ---_- - ---_- - ------ _.-._- - _ ---- _---. -_.-- ------------ ---.-- ---- .. 1 I I A TI I I i j I I i I I I . s I t m 5�=�E Q C L .41 i A —' P1 P1 P1 P1 P1 P2 P1 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 a A P3 g Y c N W N N N �e w 0 A~ i 4oWa' Y m m Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION " Center plate on joint unless x, y 4 offsets are indicated. dimensions shown in ft -in -sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft -in -sixteenths. - Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X -bracing, is always required. See SCSI. c1-2 C2-32. Truss bracing must be designed by an engineer. For O'y11 16 p WEBS v 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor 1 Ofp ��� 1 of bracing should be considered " O= ? 3. Never exceed the design loading. shown and never ` Il P V stack materials on inadequately braced trusses. 0 EL p 4. Provide copies of this truss design to the building C 7-8 �� °� For 4 x 2 orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDS plates 0- '+,A' from outside all other interested parties. edge of truss. 8 7 6 5 S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrrPI 1. Software or upon request. NUMBERSILETTERS. S. Unless otherwise noted, moisture content of lumber . shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pur ins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values g 14. chords require lateral bracing at spacing, BEARING established by others. h or less, no ceiling is installed, unless otherwise noted. if Indicates (ocabori where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 0 ig 18. Use of green or treated lumber may pose unacceptable Effl environmental, health or performance risks. Consult with project engineer before use. , Industry Standards: ?To 1 ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. 0is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSlrrPI 1 Quality Crheria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: M11-7473 rev. 10/03/2015 MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE �1aa 0 00 0 00 ID MiTek USA, Inc. U MITek USA, Inc. Page 1 of 1 'Bay size shall be measured In between the centers of pairs of diagonals. MAXIMUM TRUSS WEB FORCE (lbs.) (See note 7) BRACE BAY SIZE 24"O.C. 48"O.C. 72" O.C. BRACING MATERIAL TYPE A B C D BRACING MATERIAL TYPE A B C D BRACING MATERIAL TYPE C D 19-01, -0° tslo 1 886 1 886 zazs 3143 3143 4715 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE 12'-0" 1342 1572 1572 2358 4715 7074 y'i 14'-0" 1150 1347 34 1 7 2021 �,.: { 1 2358 2358 3536 ; .. 1866` 2829 16'-0 1006 1179 1179 1768 18'-0" 20'-0" 894 805 1048 943 1048 943 1572 14141886 3143 4715 i; 'Bay size shall be measured In between the centers of pairs of diagonals. FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY, MfTEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A B. C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PRCH BREAKS, 6TABILIZERB MAY BE REPLACED WITH WOOD BLOCKING. SEE 'STABILIZER' TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. JS LATERAL OQRpFESS/p�,q UJI C 60384 L,*-V--FXP. 06/30/16 /*, December 10,2014 ®WARMILYi -Verdi duyn pmawairs and READ WTES ON TNISAND fNaWFD NITER REFEWKE PAGE M11.7473 ter, J129120148MRFLM Design valid for use only with Mfrek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek• erector. Additional permanent bracing of the overall structure B the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Trus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 83017 NSouthem Pine (SP) lumbar is specirtea, the design vetoes are those effective 06/01/2013 by ALSO GENERALNOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEIUNG DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A OUAUFIED PROFESSIONAL. 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131x2.5') FOR 1x4 BRACES, 2.10d (0.131x3') FOR 26 and 20 BRACES, AND 310d (0.131x3") FOR 20 BRACES. 4, CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131'X2.5) NAILS FOR 1x4 LATERAL BRACES, B 2 X 3 #3, STD, CONST (SPF, OF, HF, OR SP) 2-10d (0.131x3) NAILS FOR 2.3 end 2,41 LATERAL BRACES, AND 310d (0.131x3') FOR 2x0 LATERAL BRACES. 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. S. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONSTSPF, DF, HF, OR SP ( ) OSS -E9 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND Best 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING S BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. xmv.ebdnduatry.a4m end—.tp(.Lmg rD 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE g, TABULATED VALUES ARE BASED ON A DOL. - 1.15 FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY, MfTEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A B. C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PRCH BREAKS, 6TABILIZERB MAY BE REPLACED WITH WOOD BLOCKING. SEE 'STABILIZER' TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. JS LATERAL OQRpFESS/p�,q UJI C 60384 L,*-V--FXP. 06/30/16 /*, December 10,2014 ®WARMILYi -Verdi duyn pmawairs and READ WTES ON TNISAND fNaWFD NITER REFEWKE PAGE M11.7473 ter, J129120148MRFLM Design valid for use only with Mfrek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek• erector. Additional permanent bracing of the overall structure B the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Trus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 83017 NSouthem Pine (SP) lumbar is specirtea, the design vetoes are those effective 06/01/2013 by ALSO JANUARY 1, 2009 T -BRACE / I -BRACE DETAIL ST - T `BRACE 0 00 0 00 L_M_U__1a MiTek USA, Inc. Note: T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern . . T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d 8" D.C. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) M;W Nails SPACING k \k � Section Detail T -Bracer Web MiTek USA, Inc. Page 1 of 1 Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 12 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace 2x6 2x6 T -Brace 2x6 I -Brace 2x8 2x8 T -Brace MI -Brace tJG\NEE/Z S -DQROFESS/pNgl 2P DAVID BAXTER n UjC 60384 A fn Exp. DEC. 31, 2016 Z m p CIVIL a� AXP / 0.023\Z��O �TFOf A1I_10� Nails T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress Webratedrated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-BrR&WIB0,014 107: SiVARMM3•Varity derign parame�n and READ h0lESON iN re r u rea M. Design valid for use only with MiTek connectors. This design b based only upon parameters shown. and Is for an Individual building component.- Applicabllity of design parameters and proper Incorporation of component is responsibility of building designer- not tens designer. Bracing shown is for loterol support of IndMdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MIT®K^ erector. Additional permanent bracing of the overall structure Is the responsbUity of the building designer. For general guidance regarding fabrication. quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safe}y Inlormaflon avollable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Chesterfield, NO 83077 If Soutlsem.Pirse lsP) lumber is specMfed, the design vatues are those eff"tive 06/01/1013 bV At3C Brace Size . for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 (") T -Brace 1 x4 I -Brace 2x6 1x6 (*) T -Brace 2x6 I -Brace 2x8 12x8 T -Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 12 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace 2x6 2x6 T -Brace 2x6 I -Brace 2x8 2x8 T -Brace MI -Brace tJG\NEE/Z S -DQROFESS/pNgl 2P DAVID BAXTER n UjC 60384 A fn Exp. DEC. 31, 2016 Z m p CIVIL a� AXP / 0.023\Z��O �TFOf A1I_10� Nails T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress Webratedrated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-BrR&WIB0,014 107: SiVARMM3•Varity derign parame�n and READ h0lESON iN re r u rea M. Design valid for use only with MiTek connectors. This design b based only upon parameters shown. and Is for an Individual building component.- Applicabllity of design parameters and proper Incorporation of component is responsibility of building designer- not tens designer. Bracing shown is for loterol support of IndMdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MIT®K^ erector. Additional permanent bracing of the overall structure Is the responsbUity of the building designer. For general guidance regarding fabrication. quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safe}y Inlormaflon avollable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Chesterfield, NO 83077 If Soutlsem.Pirse lsP) lumber is specMfed, the design vatues are those eff"tive 06/01/1013 bV At3C ' JANUARY 1, 2009 L -BRACE DETAIL ST - L -BRACE - =a a�Jaa 0 00 0 00 a MiTek USA, Inc. Nailing Pattern L -Brace size Nail Size INaii Spacing 1x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) MI \ Nails Mitek USA, Inc. • Page 1 of 1 Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. Web L -Brace must be same species grade (or better) as web member. DIRECT SUBSTITUTION NOT APLICABLE L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracin Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 *** 2x6 1x6 **" 2x8 2x8 *** DIRECT SUBSTITUTION NOT APLICABLE DIRECT SUBSTITUTION NOT APLICABLE �N0,1NEEi�-S,T �OQROFESS/DNS M. B 2P� DAVID N BAXTER o L C 60384 rn W Exp. DEC. 31, 2016 m p CIVIL a� * 6130/16* 0.023A b FOFre11F0a`%/ 11, December 10.2014 ® WARNrm-Verifl design parumeMrs and READ MITES ON 7NISAM IMIIMED MITER REFEREATE PAGE M11.7473 tea 1/19/20M BOORf Lift Design valid for use only with MITek connectors. This design Is based only upon parameters shown. and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stobilty during construction Is the responslbilly, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MIT®k' fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 83017 If soutbem Pine ISPj fumber is rpecified, the design values are those effective 06/01/2013 byAISC L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracin Web Size 1 2 2x3 or 2x4 2x4 "«* 2x6 2x6 "** 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE �N0,1NEEi�-S,T �OQROFESS/DNS M. B 2P� DAVID N BAXTER o L C 60384 rn W Exp. DEC. 31, 2016 m p CIVIL a� * 6130/16* 0.023A b FOFre11F0a`%/ 11, December 10.2014 ® WARNrm-Verifl design parumeMrs and READ MITES ON 7NISAM IMIIMED MITER REFEREATE PAGE M11.7473 tea 1/19/20M BOORf Lift Design valid for use only with MITek connectors. This design Is based only upon parameters shown. and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stobilty during construction Is the responslbilly, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MIT®k' fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 83017 If soutbem Pine ISPj fumber is rpecified, the design values are those effective 06/01/2013 byAISC JANUARY 1, 2009 SCAB -BRACE DETAIL ST - SCAB -BRACE MiTek USA, Inc. Page 1 of 1 Note: Scab -Bracing to be used when continuous � oil lateral bracing at midpoint (or T -Brace) is impractical. Scab must cover full length of web +/- 6". MiTek USA, Inc. `"• THIS DETAIL IS NOT APLICABLE WHEN BRACING IS *** REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131") NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" SCAB BRACE 2x4 MINIMUM WEB SIZE MINIMUM WEB GRADE OF #3 G%NEER,S,T~9 O2P DAVID stn BAXTER O (nExp. DEC. 31, 2016 Z M p CIVIL_%�r daZ0.023A2��0 Nails � /Section Detail - • OQROFESS/pN E Scab -Brace M, B �!. Web O P Z C 60384 �XP 1 Scab -Brace must be same species grade (or better) as web member. vl� FaFCA\_%F December 10,2014 A& WARAM -Verity design pratnetars and READ VOTES ON TNISAND INOLUDED NITER REFERENIX PAGE XII -7473 fee 1/29/2014819FWLISE ' Design valid for use only with MiTek connectors. This design Is based only upon parameters shown. and is for an Individual building component. - Applicability of design parameters and proper Incorporation of component is responsbility, of building designer - not thus designer. Bracing shovm Is for la feral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' labrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and SCSI Building Component 14515 N. Outer Forty, Sully f7300 Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria. VA 22314. Chesterfield, Outer 83017 If Southern Pine ISP) lumber is specifFed, the design ratues are those effective 06/02/2013 byAISC May 24, 2012 Standard Gable End Detail ST-GE130-SP 0 00 0 00 a MiTek USA, Inc. DIAGONAL BRACE Typical x4 L -Brace Nailed To 2x Verticals W/10d Nails, 6" o.c. Vertical Stud SECTION B -B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss �Ilr Diagonal Bracing ** - L -Bracing Refer Refer to Section A -A to Section B -B MiTek USA, Inc. Page 1 of 2 Vertical Stud (4) - 16d Common 2 DIAGONAL Wire Neils Without DIAGONAL a CE 2x4 DIAGONAL 16d Common Stud Size Spacing Brace Wire Nails L -Brace BRACE Spaced 6" o.c. (2) - 10d Common x6 Stud or Wire Nails Into 2x6 R\ 2x4 No.2 of better and Grade Typical Horizontal Brace 2x4 SP No. 3 / Stud 12" O.C. Nailed To 2x_ Verticals SECTION A -A 6-3-8 2x4 tud w/(4) -10d Common Nails SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 3x4 = (5) - 10d COMMON WIRE NAILS. / NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. (4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 $TD SPF BLOCK 2a" Ma Roof Sheathing Diag. Brace at 1/3 point: if needed Diagonal braces over 64" require a 2x4 T -Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d common wire nails Bin o.c., with 3in minimum end distance. Brace must cover 90% of diagonal length. MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98, ASCE 7-02, ASCE 7-05 130 MPH ASCE 7-10 160 MPH DURATION OF LOAD INCREASE: 1.80 V-3" Max. End Wall STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. CONNECTION OF BRACING IS BASED ON MWFRS. .. i11111111111®rh - 0. ...����� NAIL �rus4s @ 24" o.c. 6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. HORIZONTAL BRACE (SEE SECTION A -A) ODAVIDR �GA0O Wmp023A'l. Q�OFESS/O� ��� M B,q,tl Ftic m C 60384 06130/16 /* December 10,2014 A WARAIMO -Verif f datign pammeten and READ WTES ON TNISAHD INatMEO NITER REFERENT PAGE N11.7473 ML 1/19/10M ODMELLff Design valid for use only with Mnel, connectors. This design is based only upon parameters shown, and Is for an Individual building component.• Appllcab0lty of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown -•��Yt3 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek* fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 14516 N. Outer Forty, Suite 0300 Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 22314. chesterfield, MO 83017 If Southern Pinel%) lumber b tpeciffed, the design "lues are those etrasUve 06/01/2013 by ALSC 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L -Brace L -Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SP No. 3 / Stud 12" O.C. 4-0-7 4-5-6 6-3-8 8-0-15 12-1-6 F2x4 SP No. 3 / Stud 16" O.C. 3-8-0 3-10-4 5-5-6 7-4-1 11-0-1 2x4 SP No. 3/ Stud 24" O.C. 1 3-0-10 3-1-12 4-5-6 6-1-5 9-1-15 Diagonal braces over 64" require a 2x4 T -Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d common wire nails Bin o.c., with 3in minimum end distance. Brace must cover 90% of diagonal length. MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98, ASCE 7-02, ASCE 7-05 130 MPH ASCE 7-10 160 MPH DURATION OF LOAD INCREASE: 1.80 V-3" Max. End Wall STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. CONNECTION OF BRACING IS BASED ON MWFRS. .. i11111111111®rh - 0. ...����� NAIL �rus4s @ 24" o.c. 6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. HORIZONTAL BRACE (SEE SECTION A -A) ODAVIDR �GA0O Wmp023A'l. Q�OFESS/O� ��� M B,q,tl Ftic m C 60384 06130/16 /* December 10,2014 A WARAIMO -Verif f datign pammeten and READ WTES ON TNISAHD INatMEO NITER REFERENT PAGE N11.7473 ML 1/19/10M ODMELLff Design valid for use only with Mnel, connectors. This design is based only upon parameters shown, and Is for an Individual building component.• Appllcab0lty of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown -•��Yt3 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek* fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 14516 N. Outer Forty, Suite 0300 Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 22314. chesterfield, MO 83017 If Southern Pinel%) lumber b tpeciffed, the design "lues are those etrasUve 06/01/2013 by ALSC JULY 11, 2011 LATERAL TOE -NAIL DETAIL ST -TOENAIL DO ® Mirek USA, Inc. Page 1 of 1 NOTES: . TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER 0 0o AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 0 00 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH n AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. L_l 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES MiTek USA, Inc. FOR MEMBERS OF DIFFERENT SPECIES. SQUARE CUT VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (Ib/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity 45 DEGREE ANGLE BEVEL CUT SIDE VIEW SIDE VIEW SIDE VIEW (2x4) (2x3) 3 NAILS 2 NAILS NEAR SIDE NEAR SIDE i FAR SIDE NEAR SIDE i FAR SIDE SIDE VIEW 24 IILS NEAR SIDE + FAR SIDE NEAR SIDE ----+ FAR SIDE A1.11�EI�0,FESS/ONM.BZAD Fy„ 114 TOE -NAIL SINGLE SHEAR VALUES PER NDS 2005 (Ib/nail) DIAM. I SP DF HF SPF SPF -S 0 .131 88.1 80.6 69.9 68.4 59.7 Z O .135 93.5 85.6 74.2 72.6 63.4 J U� .162 118.3 108.3 93.9 91.9 80.2 ri .128 84.1 g 65.3 57.0 Z 131 88.1 80.6 69.9 68.4 59.7 N .148 106.6 97.6 84.7 82.8 72.3 ri 0 .120 73.9 R7 a 597 57.4 50.1 0 .128 84.1 76.9 66.7 65.3 57.0 c .131 88.1 80.6 69.9 68.4 59.7 m .148 106.6 97.6 84.7 82.8 72.3 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (Ib/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity 45 DEGREE ANGLE BEVEL CUT SIDE VIEW SIDE VIEW SIDE VIEW (2x4) (2x3) 3 NAILS 2 NAILS NEAR SIDE NEAR SIDE i FAR SIDE NEAR SIDE i FAR SIDE SIDE VIEW 24 IILS NEAR SIDE + FAR SIDE NEAR SIDE ----+ FAR SIDE A1.11�EI�0,FESS/ONM.BZAD Fy„ 114 GENERAL NOTES NOTES GENERALES HOISTING AM PtAMUM OPTRUSS BUROLIS STEPS TO SETTING TRUSSES Mme wrrtorird b b0.7 b dW* eb b om m em d.nb m apYn am d.T ' Ali•CDN0,04Q0AMPARA UVANrAR PAQOE7[S"TRUSSES LAS MEDL'DAS DE LS MSTALAC76N DE LOS TRUSSES R� gorYmlmdm�r■rYier�wtrbt eriyD/mseahaQtlbmmEbtlerYr mrd tr.rp (YbAr.emmrddbe rwtw.�lrbdgv.btrTwtmw.ebw - boRTobtrd dr etrw T .. Q t)mbl pa■dbr..r. zD 9rt.dbw wde®mtm.r7mpaM b.ep nSete.i• b me/t9bdbewe.YrdrdAb mawpRRmbriiRdbNlr&7*M lv.lm _ adrdr®rprrprd '`,==%r•` m-wmlr.tmm/rtwprbrtdrr e Ir bdte0dbews RArmR�-6_ bbA.e lbdfdAe �(.{j[(Q{d0 .trtR.m mut.wrb. "'' tea b+m0(.dbdoh.NDmd rrb tewu. drw r.�dt..rp00m�m.Ae¢m. ire tR ID�P••bn.. a mw to mwn ppffioadb alca�f .wK'Ambtbd+AlorAYwb•m pgetdm. ~ tl-("bdo4nn.d Odm■ded bdPbrrrmd,.wfttwd d�orottrbtO (r tdM). 7) P.at prnea wR prwdmvm- b® d vo mR t 9va Obbl ttnndpt emt 46dr moerbre d b�p mmdrmbfl®A■b tp� �pR�t rmrd.mw/.tebb.nwttr bbebmsmndndb -- Adde G[o&IdWb:l®01br Y1dGfd �1\ bpmpd�hb-mpm•Y(LL7aJwd Si eta tr lolme� aY�e.wn+mrnbeosd• bb/.d0♦.bTbpmeb (� Unit o.mlwbd bbd®r bm memsa Mb mEe Yrg. ml�ehme27 Ydblfb *. Wr u»•bo.. Abnt.e.tuara t..a.d tgrdwn/04RAw/ot lillbRCObB LWA bw db-Wm7Qlr•1 en} p ebddl.tlw etpmtrbtrmbllbdmp r•!ti ntdmbdwbd. dea.Tmb aaA.erb pvafgp} nAwYwbm gdeaPMftA-d.k. &.&Wmo fto. MMftpbemdmm® Am.btpinA�mdrRvmrterbdt.prrrrrOd.Q6rdpDrtabbAdbb b.da drbnbdr rt. dW bdeeA affimtrdrltrmlrim.�ra.m meY d■4w m/o.dRrdmdmmR+bm•aQ■ bm Wm h, Of®wARmumodertm W.vipWp drumr..on mw mad . A—abO�� p awbwmow ,t .a. bmm Mogw mm.b, � b..wp.bbtwdwab.diedtRm wbveRTtwesulbm.ap■b bas. -W (I&&* rd pude/ mod Clv Rlbrdle 4R)ddmdpgrrb6®RAlbr®•Y2'.•bd...m.dl.� A w"mm Mmmmpp{.Imdb- t. es- a.ftwa drdO �. ,• ■1d tr.e.__db..bpwdm. 'y�. .19 U7.7 ■) m- n■dtorwmrAprmA.mpwp. ® PY.bmbadl..bmtbp.mo tY. dl.bnm etsd/•••pnoriblbobdh RBIIRALNf/RQAmIBPORALLrLARaGpTws® • mumenvva wbro■wmtOrn r!! dc@Jmmrl.m mlrrprblab •9 Ie®mdrbpmrYrmATom.m P -p p ImmnQwwprdltm . ttW7RCCkB/AMOUSTREP444 TOOMMANWOR Rfd9Y9 erdedb .r - • ._++_;.. w./vbartmdrpdtrmYwdr®• ® T1bm.w.mrt■dt..mOmtldbbdtnmrldtmNeQoralmpdb— YdYlR}pw2A(eltarmmaed.gp :.� „:r• mbacmam.mw.b•tms �b ®rr�ed.werLRd+m/rY (tcMseeovdmdmtantremwrr�.mewdr.uadtcn brwlbd!/Irltrl(L e.bbAb /antro. a •.•: �'.' c;;.w hatabpamelrtlYmrmmrawd � w/' •S.N.ppbammrpolmbrtrabpttambrmra0awb.opdbbdam e�dt®/CmbAr■iprtl.lnrb(1t BedLOfmmnddblbrarfw..Pa. mm beeeorf9mhilmtMNspv*lr O�W7ir7b2M.YtwblwrbmratmlGY.YebbtrJb7rrYre herrdmAA ®tTSlRAR bemm.on.mre 1)7e►tTORO-CTA9IDAf1✓b�IDR botm0 ad t.ld0pt11i%r e.Ybb (MSCHANI LHOISTING RECOMMENDATIONS MR SING&8 TRUSSES d.•R9tB tbdwbdp.wr.Vt}11tr tb fo Ar ■ nocamimmawm Am LEYAN/AR TR/SMINOZTBUKEy r®tmrr.dOmotSWtdtl■p.vtw Pwary temdM a/Lrwr tr me eSe3 epArd otos B t3Ltmrsrd boa MmwoMpwrt wctL7.u- Artopetbebw. buds 9(12.QoL ArL BmmwmbttA•wdpbp■. b.darprdb aor �7r4tb1orebdN'd'Ye.Yd. rsrdbrbaR: � orrtammt- br.rpeb•pRa sdR•dmb. - bAt�rp.adrnmp—,d tA. t . dgO.PobwtbpradPntr; p. ®evNRCrAto. g�R/' .■m.rdmo mew a.ypmr ct- eB�e ow+ �w •�Y� - eoaflwb eMbdramlw n•dl.albra ms nesw�v.tw rrev ••� luo t}. Tb.P.nlrLre.m R.Yrt(RTt1G4.rb r Rb.. WArdar. sbciwm tb fo Ar ■ aP Woc oa TPNSno epArd otos B wctL7.u- rc1A.v.d...e. W - 9(12.QoL ArL M4. esp.arrw deodbdf&$-. 1 . sa �r.d.e/N■d Oe7BtRaEm.r bbr.s br�dro eB(lL7.} "d°b°°t` dYwep"m" ami.. `rte X06 'G7ab.m RrbreerAmee.mmrylbw•+Semodr r•.4W I m®pts j �R► ® 9b0$4YmbTC7Woftea tbddClW40 p.2&, pdmadeTMUI. 1 - (A7U10t (�' dAr�wm.te..p a.m.rwr ®Mrf.90910»br � HH ®� .e9. �� wta.tart 9mbtrd mbrw nedidepbsdepr yA�Nr/DLI/rNG e.r.w.•. oU�to p.T.d .dmbmdttbmrmt. - P4ANEJO Tr-..T•rv..w Rw Msasefe.r.�bmy o O IW.mbewnPo�oam mea.mm.oA.atRvd tw ebod tatrpowTtbde.rmmt ®■eLt tYer ebmttd wdmeb®rrrrNbCbbwbp pooh NYNYcwdn�m■iR dtal4ebtwl Q bbpm-W tb.epaq.epby j 9emnp..d►mmwpaMemmapabmpbA®o.rnmAlfi rb'/rnprdmr Rwr Ormd tr.mpnr rawbmtp� dWO R�SVy�. edramrnapvdbtr verde �o� • 1 b.a.orb�laeYbrdeemrm.ge.mwrrago4s .® Nyw/d+op.dbolb.,m.ed.rwd DLSTALlATLON OFSIROLE TIRl93L9 BY RA(m A>r,bmtr..r.d+.r�.wPv.obdlArr•N.wr 9edAn AA demwe Ab UNmd b�irm RBmI/lf9fa1L1dd�SBEtINANOII®S7100erRUNWINCIVMALAS Alws16®MA®-/4110®CttrlmrRlm9RiNRYOOS mnder.bebpwdm.p. PCR LA NANO ®LATERAL R£4IRAIIITR DIACONAL RRAtm66 ARE emmeeemern�bmmrde -' -�--; R VERY INPORTANT nbomt damvaderlse� - ®((4s6e.1.m ® M®m rar.rtoaa d bet�m .' ��**p1t I rgr/rrt (u.0 -td ILA REPrISOMPXZ&VALATEW MEA YBARMOSIMDZAWNAL et���`A _ I •map.L ?vOV taRtL �� 0b40rr0 . ' 5 _ 91'.e 9raLf m ➢w -...•• a i•Muewmm it er trwb tMwewmm �I w.b.wte. - lui2 u0on tra.. a*mtfMs�mPb P/boevm�. M-h30ob® Omw/mamma.mrwenmroom TEMPORARY RESTRAINT & BRACINGct eradbRrr . d.pq�pr�bl.PEbe. RESTRICaftYARRIOSTRETEMPORALas bddvamrpm v Wrwy.o tt>tiRmdt >dp�->9(Y nV 7P(LL.)-en.rYrdw.®6 ='[. '+T'' �® IO.b prldbmmtrRd trewm.my■IIr dLL mt.P.eR9 wYaGo• I.MSomd.ddebe.nbm mr.m n.pddm.bdYaobdodo -Y .0.2-.rtp&,-wt r rel'bbw mw] mrd bm■dlrbwt rtraulbdumt ®bdFR.rmm dde. ebb.a.�rre v �p pp■bdwmm�� b 6d, Ykm�gdrmp x�^• + ob7rrmwrO.LL�Gtr.Pr.dPws R.200 .20 -L4AW �mlW mbprom dD/m Dia mwdtmlwwmfn mmm wd•b uad wwbltr-brd7. ldbla -tap .=bf 4 OD NOTfIa.w ARl.bbvbwfiri dibmnrobrlfmlr'rpaparmYteaJ road V�NPmmbeb V® .wm ® brtnr Qa.db po.M r. war. mrr W -A ergnrt rv7btblodYmbpretdttaddoeV, rm saR Rdl.eLbtees tom Sbwdvd baldbp,m oonetr lWmn.t. �' 0e= .rd rm ebe4 m , ,�•ts�s.?- • foo e0fatrpl ubead br-not ds Aa trpwd��mPR1�pd�pmb�mmEbm tyRn�'p,;��+^^ -.r NOd.bwb®e■mc ddrb RarmrtR�m•mv.arsdml.rbn'_"' , • •. i G�rR�irdmrr hntmtrpedpm _tdbd m bb®r er rbeb dray d b, d�s Raawy/..211hldr" rvrt■b.m•�pw ta>iatdbdm. - - � pRh.mmmEW- mem b.u.00b 3W (LI m) b►A.mm 7rnmarmtro® r—m,rrmoa taab)-Lr(um)m tPrMA01rSKRACMPCRM lAPWWPARALLAl OR)R0T11� AorwmdR rARRID WRtMRppI iR/LllOR LimtIIl9 MRAIH.tf ID r4CM ® Irµpb Olprr bR•V t�.dd�t.R Otab Rdbb " arlNta.rdov /�•Ombem. � (Linea ANVmp■tb.b J n mtARmO■ b.wbcga trmh user S -. .. _ b wdttlmb.bw ARM I MLLAIVU - ® We mrobdPrr li-d .po Rm.dpR- ® Ttb■betr od>dA.eb AbatoetPr �r RmRmTr.eb m(l4fW cummearn T= Lf.p �t eu,m m .o eor aoo><a.ebrmmdnn.eaben rbd4eN h.mOY�Adradpa¢y b pbm AOpD011a dbrCddw.C.11 A.w de Loeb r.ebrp �..rrray.... dmeAb.b/bwbdReedlAteffi.Lfm Arms F..H t.EAe sradmrdwd+ m roNrrrm�rwbawyerlrmRm-Rv °jp"°c,e iram..d tra4 tbnRlbn Ft.enrow mFwwi r0 mak AbdwodmwdmoXnkh rob dewaw .arra. 2Y I�MmAsadf ebnreYa mrTY lallva, T. RlMer Odertrbrl*nv.pefi,rrtA/wrSwa.tlaanrarlwaL J� r.m1t/abeebbbm. m wiem. •oro mr tq m tbmatoretm 9 OO R07mtod.ri y■p.dp.bws - sO abdw¢e. t�rrSa ptpr o b- td4AaY. S� tbm bm m.rwrm-.padt. ' aRpebOp.Rrie tremibum®mp�b t(� ., � � ibmnta.e•aarlad bw4q ad. ijL�ISI-\�(/(L�f-{T(LA"\`S oAdlra b aDvme r+laadb rP.r.'ba LLTERATIONS-ALTERACIONN ®mlmR6a$'� Pabd.atrard.Y . w.frost OO RpT.G d;aM rq nomad e.nbrd.bw aba �o•dbh Rr.Red a and ova dw+ dart. RD m4 m. a pbs NOBt ardbo air m m bb■ .d.ardw•?Pbpr�e.eprmNbwd@*mmrb ����M®eRs iMLRii4or. mdtr. bm.mdbmddrbd meE ..tW-OeAm lh.Xn ur.M ptr yym■t orgy roar dr M. Mr.emlat bad r.q M ad.otl. bdd.pab Q.aeYmm■mblbdbbdb rms/Idmra Atm.May Alr'bMrlml VMows padaAmbbrm dbebpe.db 11 7 G BUILDING ENERGY ANALYSIS REPORT PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE_mm -- PROJECT: DATE Skinner Residence 1039 Central House Road .. .. Oroville, CA' 95966 Project Designer: O'Hare Drafting & Designs 30 Landing Circle, Suite103 Chico, CA 95973 (530) 343-5954 Report Prepared by: EI O'Hare . . O'Hare Drafting & Designs 30 Landing Circle, Suite 103 Chico, CA 95973 (530) 343-5954 Job Number: 16-023 (i)° -0,20- i 10 Date: i,,_0i 2/20/2017 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 6. by EnemySoft User Number. 7272 ID: 16-023 r= ' TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R -PRF -01-E Certificate of Compliance t 3 Form RMS -1 Residential Measures Summa 11 Form MF -1 R Mandatory Measures Summary 12 HVAC System Heating and Cooling Loads Summary 16 Room Load Summary 17 EnergyPro 6. by EnergySoft Job Number: 10: 16-023 User Number: 7272 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 13:35, Fri, Feb 17, 2017 Calculation Description: Title 24 Analysis Input File Name: Skinner T-24 PC.ribdx CFI R -PRF -01 Page 1 of 8 GENERAL INFORMATION 01 Building Complies with Computer. Performance' 01 Project Name Residential Building 03 This building incorporates one or^more Special Features show_n_belowl � 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 1039 Central House Road Compliance Margin Percent Improvement 04 City Oroville 05 Standards Version Compliance 2015 06 Zip Code 95966 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 1381 15 Number of Zones 1 16 Slab Area (W) 0 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 (%) 14.2% I N L— COMPLIANCE RESULTS 01 Building Complies with Computer. Performance' 02 This building incorporates features,that require field testing' and/or'4ee-4c6tion by a certified, HERS 6ter,under ti►e supervision of a CECapproved HERS provider. 03 This building incorporates one or^more Special Features show_n_belowl � - � .�S #�„� � � � .►.� �' s� �.r� � � �rM� +)few. �. 1� 1 � Registration Number: 216-N0441659B-000000000-0000 Registration Date/Time: 2017-02-20 13:40:03 HERS Provider: Ca10ERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-02-17 13:35:54 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 48.92 51.90 -2.98 -6.1% Space Cooling 56.65 65.16 -8.51 -15.0% IAQ Ventilation 1.22 1.22 0.00 0.0% Water Heating 44.66 25.36 19.30 43.2% Photovoltaic Offset — 0.00 0.00 — Compliance Energy Total 151.45 143.64 7.81 5.2% Registration Number: 216-N0441659B-000000000-0000 Registration Date/Time: 2017-02-20 13:40:03 HERS Provider: Ca10ERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-02-17 13:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 13:35, Fri, Feb 17, 2017 Input File Name: Skinner T24 PC.ribdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins HERS FEATURE SUMMARY CFI R -PRF -01 Page 2 of 8 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.Sy_stem_Verifications: —None — HVAC Distribution System Verifications: • Duct'Sealiing • Ducts located entirely,iirconditioned space Domestic_Hot Water System -Verifications: —None — ENERGY DESIGN RATING This is the sum of the annual TDV enerby `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 Tegulated :by the 24, Piit 6'(sucli as domestic appliances and consumer electronics), and accounting for the annual TDV energy offset by an on site renewable energy system.�� Reteience Energy Use- � �J Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)*' j224.23 . 216.42 7.81 3.5% includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 1381 1 2 1 1 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water, Heating System 1 Water Heating System 2 Zone 1 Conditioned Secondary Systeml 1381 9 DHW Sys 1 Registration Number: 216-N0441659B-000000000-0000 Registration Date/Time: 2017-02-20 13:40:03 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-02-17 13:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 13:35, Fri, Feb 17, 2017 Calculation Description: Title 24 Analysis Input File Name: Skinner T-24 PC.ribdx CFI R -PRF -01 Page 3 of 8 OPAQUE SURFACES 01 02 �/�rL e 03 �� i 05 t 06. ` . 07 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Front Wall Zone 1 R-19 Wall 180 Front 252 84 90 Left Wall Zone 1 R-19 Wall 270 Left 486 81.004 90 Rear Wall Zone 1 R-19 Wall 0 Back 252 21 90 Right Wall Zone 1 R-19 Wall 90 Right 486 55.5 90 Roof Zone 1 R-30 Roof Attic 0.29 Insect Screen (default) 1381 Window Left Wall (Left -270) Raised Floor Zone 1 R-19 Floor Crawlspace 30.0 0.30 1381 Insect Screen (default) laundry Window ATTIC A 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Zone 1 'r;; Attic RoofZone 1 Ventilated 6 0.1 0.85 No No WINDOWS- /.t i I t r I F~ !� ) f 1- t 01 02 �/�rL e 03 �� i 05 t 06. ` . 07 08 09 10 Name Type Surface (Orientation -Azimuth)> P rWidth (ft) �I/ . Height (ft), Mutfipli er„ Area 'J(ft2) U -factor SHGC Exterior Shading Great room Windows Window Front Wall (Front -180) 6.0 5.0 1 30.0 0.30 0.29 Insect Screen (default) Bed Room 2 Windows Window Front Wall (Front -180) 6.0 5.0 1 1 30.0 0.30 0.29 Insect Screen (default) Kitchen Window Window Left Wall (Left -270) 3.0 3.5 1.048 11.0 0.30 0.29 Insect Screen (default) Dinning Windows Window Left Wall (Left -270) 6.0 5.0 1 30.0 0.30 0.29 Insect Screen (default) Greatroom Windows Window Left Wall (Left -270) 6.0 5.0 1 30.0 0.30 0.29 Insect Screen (default) laundry Window Window Left Wall (Left -270) 2.5 4.0 1 10.0 0.30 0.29 Insect Screen (default) Master Bedroom Windows Window Right Wall (Right -90) 6.0 5.0 1 30.0 0.30 0.29 Insect Screen (default) Master Bath Window Window Right Wall (Right -90) 3.5 3.0 1 10.5 0.30 0.29 Insect Screen (default) Den Window Window Right Wall (Right -90) 3.0 5.0 1 15.0 0.30 0.29 Insect Screen (default) Registration Number: 216-N04416598.0000000015-0000 Registration Date/Time: 2017-02-20 13:40:03 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-02-17 13:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTime: 13:35, Fri, Feb 17, 2017 Calculation Description: Tide 24 Analysis Input File Name: Skinner T-24 PC.ribdx CFI R -PRF -01 Page 4 of 8 DOORS 01 02 03 01 02 03 04 Name Side of Building Area (ftz) U -factor Front Door Front Wall 24.0 0.50 Door Rear Wall 21.0 0.50 OVERHANGS AND FINS 01 02 03 04 05 06 07 Total Cavity Winter Design 01 02 03 04 05 06 07 08 09 10 11 12 13 14 • Cavity/Frame: no insul. / 2x4 Top Chid Overhang 2x4 Top Chord of Roof Truss @ 24 Left Fin Attic RoofZone 1 Attic Roofs Right Fin in. O.C. Window Depth Dist Up Left Extent Right Extent Flap HL Depth Top Up Distl- Bot Up Depth Top Up Dist R Bot Up Great room Wndows 8 A 0.1 8 8 0 0 0 0 0 8 0 4 0 Bed Room 2 Windows 1.5/ E 0.1 3 3 0 0 0 0 0 0 0 0 0 Kitchen Window 1.5 i, 0.1 3 3 0 0 0 0 0 0 0 0 0 Dinning Windows 'K— —1:5 1- � 0'.1-w - �3--.0 ,r , 3 0 0 0 0 0 0 0 0 0 Greatroom Windows ` N1.5 �,0.1"`s ,3 fy 3+---,, --,0,--, � Or � 0,., 0 0 0 0 0 0 laundry Window t1.5 <�-0.1 I 3,C� if 3 0 U� 11 0� 0,11 r �•� q� 0 0 0 0 0 Master Bedroom Windows //,1-6 '\'0.1 X1'0.1 !,3_C f i3 0 I1 10�„j 0} 1 1 1 1 0 .� 0 0 0 0 0 Master Bath Window X1.5 0 1R 43 X— 3 4.. fQ a 0. OZN 0 0 0 0 0 Den Window 1.5 0:1 "3 "" Y 3 '" ' *0 '" ' ""`0 " 0 "' "' 0' Y° 0 0 0 0 0 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 Chid 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Floor Surface: Carpeted Floors Over Floor Deck Wood Siding/sheathing/decking R-19 Floor Crawlspace Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049 Cavity/Frame: R -19/2x6 ' Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.072 •Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below • Cavity/Frame: R-9.1 /2x4 R-30 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 30 0.032 • Over Ceiling Joists: R-20.9 insul. Registration Number: 216-NO441659B-0o0000000-0000 Registration Date/Time: 2017-02-20 13:40:03 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-02-17 13:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 13:35, Fri, Feb 17, 2017 Calculation Description: Title 24 Analysis Input File Name: Skinner T24 PC.ribdx 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 — CFI R -PRF -01 Page 5 of 8 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 A 01 02., 03 04 05 06 07 08 Name �'�.--a.. 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 '-Propane,--,--- Small Instantaneous'' -7- 1X01 '��" ` 0-9211 ,,,^ ,157000-Btu/hr 0 0 rol 11 V1__ I C 1I --IN 11 _�)' 1111 WATER HEATING - HERS VERIFICATION/ M 4E7 M M f -N Iu11 Ie"% t= 1=0 01 02 " `03 U4 65 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 -1/1 — — — — — — SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Secondary Systeml Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnaoe - Fuel -fired central furnace 80 AFUE Registration Number: 216-N0441659B-000000000-0000 Registration Date/Time: 2017.02-20 13:40:03 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-02-17 13:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 13:35, Fri, Feb 17, 2017 Calculation Description: Title 24 Analysis Input File Name: Skinner T24 PC.ribdx CF1 R -PRF -01 Page 6 of 8 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling Component 1 NoCooling — — — — — HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage . Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsInAll Sealed and tested 8 Conditioned zone None Air Distribution System 1 -hers -dist If HVAC DISTRIBUTION - HERS VERIFICATION 01 f 02 03 04 05 06 07 08 Name . Duct Leakage' """' Verifications , . Duct Leakage Target(%) Verified Duct --Location— -location ---Design Verified Duct Buried Ducts Deeply Buried . Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist I Required, 6.0 Required Not Required`, ^� Not Required Not Required — J r I .1 ti. ■ F \r... FF 2F 1i X\ I a li JF . J! _.. IF i! 1Feld .� HVAC -FAN SYSTEMS ~ V_ 0*% Oro r% 0—* 1 0 1 r"V V_ #*It 01 ` s.. i02 « �* `+car Wr t '03 f a 04 Name Type Fan Power (WattsJCFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 — IAQ (Indoor Air Quality) FANS 01 02 03 04 05. 06 Dwelling Unit IAQ CFM IAQ WattsJCFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVenlRpt 36.31 0.25 Default 0 Required . COOLING VENTILATION 01 02 03 04 05 Name Cooling Vent CFM Cooling Vent Watts/CFM Total Watts Number of Fans WH Fan 1 3190 0.100313 320 1 Registration Number: 216-110441659B-000000000-0000 Registration Date/Time: 20.17-02-20 13:40:03 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-01212016-433 Report Generated at: 2017-02-17 13:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 13:35, Fri, Feb 17, 2017 Calculation Description: Title 24 Analysis Input File Name: Skinner T-24 PC.ribdx I� s Registration Number: 216-N0441659B-O00000000.0000 Registration Date/Time: 2017-02-2013:40:03 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 CFI R -PRF -01 Page 7 of 8 HERS Provider: CaICERTS inc. Report Generated at: 2017-02-17 13:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD' Project Name: Residential Building • Calculation Description: Title 24 Analysis Calculation DatefTime: 13:35, Fri, Feb 17, 2017 Input File Name: Skinner T-24 PC.ribdx CFI R -PRF -01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: EI O'Hare�� Company: Signature Date: O'Hare Drafting & Designs 2017-02-20 13:40:03 Address: CEA/HERS Certification Identification (If applicable): 30 Landing Circle, Suite 103 City/State/Zip: Phone: Chico, CA 95973 530-343-5954 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the fallowing under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features -or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submittedto the enforcement agency,for approvaLwith_thisbuilding permit application. Responsible Designer Name:;Responsible Designer Signature: Itt EI O'Hare�t' Company: j,.+' d' Date Signed:HERS O'Hare Drafting &' Designs 2017-112-20 13:40:03) Address: License: 30 Landing Circle, Suite 103 n/a City/State/Zip: Phone: Chico, CA 95973 530-343-5954 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-N0441659B-000000000-0000 Registration Date/Time: 2017-02-20 13:40:03 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Easy to Verify at Ca10ERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2017-02-17 13:35:54 RESIDENTIAL MEASURES SUMMARY 4RMS-1 Project Name Skinner Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+Addition/Alteration Date 2/20/2017 Project Address 1039 Central House Road Oroville California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,381 Addition n/a # of Units 1 INSULATION Construction Type Cavity Area (ft) Special Features Status Floor Wood Framed w/Crawl Space R 19 1,381 New Wall Wood Framed R 19 1,235 New Door Opaque Door - no insulation 45 New Roof Wood Framed Attic R 30 1,381 New FENESTRATION Total Area: 197 Glazing Percents e: 14.2 % New/Altered Average U -Factor: 0.30 Orientation Area ftz U -Fac SHGC Overhang Sidefins Exterior Shades Status Front (S) 30.0 0.300 0.29 8.0 0.00/8.00 Bug Screen New Front (S) 30.0 0.300 0.29 1.5 none Bug Screen New Left (tq 81.0 0.300 0.29 1.5 none Bug Screen New Right (E) 55.5 0.300 0.29 1.5 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 None Me No Cooling 14.0 SEER Setback New HVAC DISTRIBUTION Location Heating Cooling Duct Duct Location R -Value Status Secondary System Ductless/ No Fan Ductless We n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.92 Standard New Ener Pro 6. by EnergySoft User Number. 7272 ID: 16-023 Pae 11 of 18 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance aDDroach used Excevlions may aDDly. Review the resvective code section fnr mare infnrmatinn. Building Envelope Measures: §I 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §I 10.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets therequirements of § 10-111 (a). §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal 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 1 R. §110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled.R-value. § 150.0(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). §I50.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. §150.0(g)l: In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. § 150.0(g)2: 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 II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class lI 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 permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets therequirements of § 110.8 §I50.0(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)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150.0(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)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §I50.0(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 §I 10.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. §150.0(h)l : 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 thermostats that meet the setback requirements of §110.2(c). §150.00)IA: 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 thermal resistance of R-12 or greater. §150.00)1B: 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)2B: 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 § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shieldia& from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.00)3B: or Class I1 vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btuft. §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing enc 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 §150.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § 150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements 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 §I50.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of 150.0(m) 12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13: space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § I50.0(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:5 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(o)1A: 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 settin • a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. § 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 requirements of § 110.9. §150.0(k)IA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)IC: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)1D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k)IE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)1F: 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 be manually switched ON and OFF. §150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if: it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (FMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if. it §150.0(k)2H: functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the 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 of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. §150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § I50.0(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. § I50.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy,or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing §150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not oven•ide to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 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 functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, '130.0, § 130.2, §130.4, §140.7 and 141.0. §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)90: 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). § l 50.0(k)11: 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)12B: 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 § 110.10 through ' 110.10(e). § 110.10()2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(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)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the 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 § 110.10(b) through § 110.10(c) shall be provided to the occupant. §110.10(e)]: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a §110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric'. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Skinner Residence Date 2/20/2017 System Name Secondary System Floor Area 1,381 ENGINEERING CHECKS SYSTEM LOAD Number of Systems ---T- 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING CFM Sensible 705 15,129 0 0 0 0 0 0 0 15,129F---7081 PEAK COIL HTG. Latent CFM 708 351 0 0 PEAK Heating System Sensible Output per System 0 13,949 Total Output Btuh 0 Output Btuh/s ft 0.0 0 Cooling Sys m 0 Output per System 0 0 Total Output Btuh 0 0 Total Output Tons 0.0 0 Total Output Btuh/s ft 0.0 Total Output s ft/Ton 0.0 13,949 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow (cfm) 0 Furnace - A/C 0 0 0 Airflow cfm/s ft 0.00 0 Airflow cfmlTon 0.0 Outside Alr % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0 0 Aug 3 PM Outside Air cfmis ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 25 OF – — Outside Air 0 cfm 68 OF 68 OF 105 OF Heating Coil ll -- 105 OF ROOM 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 104/72°F Outside Air 0 dm 75 / 62 OF 75/62°F 55/54°F Cooling Coil _ _ 55 / 54 OF 46.9% FROOM 75 / 62 OF EnergyPro 6. by EnergySof7 User Number- 7272 10:16-023 Page 16 of 18 ROOM LOAD SUMMARY Project Name Date Skinner Residence 2/20/2017 System Name Floor Area Primafy System 0 ROOM LOAD SUMMARY ROOM COOLING PEAK I COIL COOLING PEAK I COIL HTG. PEAK Zone Name I Room Name I Mult. I CFM I Sensible I Latent I CFM I Sensible I Latent I CFM I Sensible PAGE TOTAL TOTAL* for zonal ROOM LOAD SUMMARY Project Name Date Skinner Residence 2/20/2017 System Name Floor Area Seconda S stem L 1,381 ROOM LOAD SUMMARY ROOM COOLING PEAK I COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. I CFM Sensible I Latent CFM I Sensible I Latent CFM I Sensible Zone 1 I Room 1 1 1 7051 15,1291 708 7051 15,1291 708 3511 13,949 PAGE TOTAL TOTAL* Total includes Ene Pro 6. b 7051 15,1291 7081 351 13,949 705 1 15,129 708 351 13,949 COPY of Document Recorded i 29 -Mar -2017 2017-0011286 Has not been compared with original BUTTE COUNTY RECORDER When recorded return to: County of Butte Department of k ' Development:Services 1 i Building Division 7 County Center Drive' Oroville, CA 95965-3397 Space above for Recorder's Use i - SECOND DWELLING UNIT DEED RESTRICTION I. WHEREAS, on this March 16, 2017, RUDY CA TRACIE DUENAS, hereinafter referred to as Owner(s), is the record owner of the following real property 1039 CENTRAL HOUSE ROAD, OROVILLE, CA 95965 (APN: 028=020-049) and as further set forth in Exhibit "A" attached hereto and hereby incorporated byreference, hereinafter referred to as "the subject property"; and. j II. . - WHEREAS, Building. Permit No. B16-2646 wE owner in accordance with.the provisions of the Butt( Building Code; and III. WHEREAS, the use allowed by Building 1 reviewed and approved as a Second Dwelling unit; an IV. WHEREAS, Section 24-172 H (Occupancy). of t+ conditions'' the occupancy. of :the primary. and second. owner of the parcel developed with a second unit s r r dwelling or the second unit, and pplied for on 12/01/2016 by the ounty Code and the California it No. 1316-2646 has been Butte County Zoning Ordinance ✓ dwelling units as follows: the reside in either the primary V. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use I. Facility shall constitute an enforceable restriction and; remain in effect until a change in use or law has occurred, either of which.change allows the use otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change .in use, Owner shall be entitled ito have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document i Peter Calarco 'Assistant Director 1; entitled Rescission of Second Dwelling Unit Deed Restriction by the Director of :Development Services; and NOW, THEREFORE,, with the issuance of Building Permit No. B16-2646 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use f facility, which establishes occupancy restrictions .on the dwellings. The undersigned Owner, for; himself/herself and for his/her heirs, assiglns, and. successors in interest, acknowledges and agrees to the restrictions. This deed restriction and notice of occupancy.rest ictions shall remain in full force and effect during the period that this. permit, or any modification or amendment thereof, remains effective, and during the period that the. development authorized by this permit, or any modification of this development, remains in:existence.in or upon any part of, and thereby confers benefit upon, the subject property. described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this ilimited use facility and shall .be binding on Owner and all his/her assigns or. successo in interest. This document shall be recorded and returned to ithe Butte County Department of Development Services, Building Division prior to the -issuance of Building Permit No. B16-2646 consistent :with the requirements of 24-112 of Butte County Code. MI .. DATE: / /arcA oZ 5' 20 1-7 Owner Signature: Owner Signature: Peter Calarco Assistant Director I �r L . -DU Gr14i ,5 Print & Tpe Name of Above %raac� e J Print or Tvpe Name of Above I A notary public or other officer completing this certific!at'e. verifies only the identity of the .individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF:CALIFORNIA ). SS. COUNTY OF BUTTE ) On iV &r ck 29, 2D t1- before me, lQC h , Notary Public; personally appeared Tr&Ak e Atiiimar!, e th.2a I , who proved to me on the basis of satisfactory evidence to be the person,(<Who'se nameks Is/ re subscribed to the within instrument and acknowledged to me that he!/ /they.executed the same in ersonX,, hi Phe/their:authorized.capacity4ie�), and thatby his e' /their signature f on the insent the p or the entity upon behalf of which the person(Wacted, executed the instrument. I i i certify.under- PENALTY OF PERJURY under the laws of the State of California that the foregoing .paragraph is.true and correct. I i WITNESS my hand and official seal { z' COMM. I21 UM H Signature Peter Calarco Q� 1� Assistant Director NOTARY PUSUC-CALIFORNIA YLAIA COUNTY' AV Comm. Exp. July 2i, 2020 (Seal) NOTE TO NOTARYPUBUC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., pleiase use the correct notary jurat •(acknowledgment) as explained in your'Notary Public Law Book. Ii A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document. to which this'.certificate is attached, and not the truthfulness, accuracy, or. validity of that -document. f . STATE OF CALIFORNIA I { SS. ! COUNTY OF BUTTE It On Mar 2-S,2,01-7 before me, 7. Flack, Ua -�a r•N (�lvotary Public, personally appeared v ` i l it S --® } , who proved tome on the basis of satisfactory evidence to be the personoy whosename are subscribed to . I F ; the within instrument and acknowledged to me thatexecuted the same in Ther/their.authorized capacity oes), and that by l ea . r%their signature(,srbn the Instrument the person;sf, or the entity, upon behalf of -which the personpryacted, executed the instrument. I, 'I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. I 1 WITNESS my hand and official seal. f P. FLACK i • z (XIMM. 3 2161214 c NOTARY PUBLIC-CAUFOANIA VU®ACOUNTY My Comm. dap. July 28, 2020 �•.7i�-fes' � , - � I � • Signature I (Seal) Peter Calarco Assistant Director I �' i' i 1 This is to certify that the Deed Restriction set foirthI above is hereby acknowledged by the Director of the Department of Development' e Srvices and that Butte County consents to its recordation thereof. Dated: -7/,,/- Wo_ ? Pete Ca arco, Assistant Director Department Development Services A notary public: or other officer completing this certificate verifies only the identity of the . individual who signed the document oto which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.. t STATE OF CALIFORNIA r ) a 4' SS. COUNTY OF. -BUTTE.) , Ij On MAar-w 21 soil : before,me, +M ;M, Iv���; �1 _ -,Notary Public, personally appeared �c�e2 Gam: �►�c Who proved to me on the basis of satisfactoryevidence to be the;person(s) whoseaname(s). is/are subscribed to the within instrument and acknowledged to me that h4/she/they' executed the same in his/her/their authorized capacity(ies), and that by his/h'er/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed -the instrument. I certify under PENALTY OF PERJURY -under the laws .of the State of California that -the foregoing. paragraph is true and correct. ; . i WITNESS my hand and official seal. ! Klea M�' Lanl .. r4o COmmissiOn 2037186 Notary Public - California z ' Z Butte County D i my Comm. Expires Au 16, 2017+. ` , ■ ig ture (Se,al) Peter Calarco , ! Assistant Director Preliminary. Report Order No. BU -214483 DT Description The lend refund to herein -is situated in the State. of California, ;County of Butte; and" is described 'as follows:. i A PARCEL OF LAM IN. THE SOU M HALF OF. SEMON 5, TOWNSHIP 17 NO:RNH, RANGE 4. WT, M:D.B: &-M., IviOREPA1tTICLTL.AItLYDP:SCMED:AS FOLLOWS; BEC}AeGNG AT THE. SOLITHW1M . CORNER :OF THE: SOUTHEAST QUARTER. OF `THE" SOUTHWEST QUARTER OF SAII7:SECTION'5..SA.ID POINT BExNG.IN TI CIIN'TER OF'THE. COUNTY ROAD; RUNNING TiMICB NORTHERLY' ALG;AO THE WEST 1'_M OF 'THE .SOUTHEAST -QUARTER -OF TBE SOUTRWM QUARTER,OF SAID:SEMON.5; A DIS`T'ANCE OF 1355.4 FfiE'I; THI ICB. i,EAVII19 SAID LDM AND RUNNIN.O:NORTH 89 DEG, .44' .RAST; PA1tAI.LEL T0'THE:SQUTR.LINE'OF' SAID5EC7ION, A DTS i'ANCE UF.386.34.PIET',. MORE Olt SS: :TO TiQB NOR T GOItNER OF THAT CERTAIN PARCEL OF LAND D SCREED 1N TSB DEED FROM CHARLES OSI] ET Ux ''TO WARREN MOF`F1TT, Fk A�,'. DAT'EA MRtARY5,1965,.ANDRECORAEDFEBRUAItY 15, 1961; IN,BOOR 135.9; PACiI's 94o OFFICIAI, RECORDS OF SUM COUNTY, . CALIFORNIA,TACE SOUTH ALONG T'119 WEST HOUNDARY.OF. SAID WARREN MOFFT ;- rr AI:, PARCEL, AND PARALLEL; WITH THE WEST LM.OF SAIDSEC'ITON 5, kDISTANCE OF 1355.4 FEET TO;THE SOUTHWEST GORNIIt.OF SAM,WARRHNMOF=., ETAL, PARCEL; THENCE.SOUTH 89 DECD. X44' .WEST, 985.66.?B T TO`Mm'PO1NT OF:BFAIIINlNG. APN.028-020-049-000: t i DC.0 01. 2016 Y Department of Development'Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 SCHOOL FEE CERTIFICATION FORM School District: Oroville Union High School District Assessor's Parcel Number: 028-020-049 Property Owner(s): DUENAS RUDY C 8 TRACIE Building Permit Number: 616- Project Address:1039 CENTRAL HOUSE RD, HONCUT 2646 Project Description: SFD-CUSTOM/MODEL Tax Rate Area: —M91— Type of Development jurisdiction: County Residential Development: # of Living Units: 2 Mobile Home Installation: No Addition / Conversion: No *Supplemental to Permit # : No *(No Foundation Inspection Required) Commercial / Industrial: New: A5dition: "wilding Department Representativ District Identification No. 1a -l. l 40 Date Sq. Footage: 1381 Cr. Demo — existing SgFt. 0 Net Total SgFt * Deed Restricted Sq. Footage: 1381 **Sq. Footage: * Attach signed copy of Deed Restriction and Notice of Limited Use Facility ** Including Exterior Roofed Areas has complied with the requirements of Resolution No. 105 -CID by payment of $ --I U • $t representingatgtfivyj square feet. AB 2926 $ FULL MITI ATIO $ 2 S o istrict RepDate Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School . District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director Nil 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Droville, California 95965 F: 530.538.7785 SERVICES PARK FEE CERTIFICATION FORM Park District: Feather River Recreation & Park District s APN #: 028-020-049 Permit No: B16-2646 Owner: DUENAS RUDY C & TRACIE Project Location/Address: 1039 CENTRAL HOUSE RD, HONCUT Project Description: SECOND DWELLING (1381) OPEN AREA (25) COV'D AREA (98) Type of Residential Development Permit Type: RESIDENTIAL Permit Sub Building, Type: New Single Family Dwelling type SFD-CUSTOM/MODEL New/Additional SgFt: 1381 Certificate of Existing Square Footage Existing SgFt: 0 MH Replacement: No Existing Construction Type: No Demo Permit Issued Date: Verified by Building Records: Building R Verified by Assessment Records: Comments: SECOND DWELLING (1381) OPEN AREA (25) COV'D AREA (98) 01 LP �. Building Department Represents eDate D FRRP 0 CARD p RpD 0 �D� ifies that: Tle' /P '�D51q� Sc) (_ L� 75 V Applicant N e Phone Number /o 39 Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ 10 6.00 per unit for a total of $ 1 0 b • 0 O Square Feet @ $ per sq foot for a total of $ Remarks: ralu uy linecK Iva Paid by Cash: Receipt No: 70 5- 1 1 le4creatio Park District Representative Date I 4 6' z • CXM'ED�NM 1(N1q) Ell - DBP -1 FORM NO Butte County Department of Development Services . . PERMIT CENTER BINNO:� 7 County Center Drive, Croville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 ` www.buttecounty.net/dds PLEASE PRINT CLEARLY :L;..PROP..ER1YiOWNERIN,FQRMATLQN; Last Name Du&`A aT / l First Name Rudy Mailing Address State City orovi-L, State Cr -. Zip qS Phone Fax Email Cell 140 357-:5f9>3 "ARCH ITECTJENGINEER Name r Mailing Address,, City State Zip Phone - ' Fax r • Email .. Cell License No. Class "ARCH ITECTJENGINEER Name O ! First Name Mailing Address - tooullpw >> ri/`` G/e. City 11 Zip Statg - Z Pho((n//e_ � � Fax ' Email Cell ; CA State License No. Vim... .,gtAPF'LICANT<,:; '. d Last Name ,ski y1 ner First Name Mailing Address pv B0 /L(02 City , r�� ��j State„ yt Zip Phone Fax Email Cell 53v 301 176q "APPI I T SI.GNA-URE-{AND DATE .' . 55 t 1 Date- l Print Name: Ski j n < • - "'..,PROilECT�LOCATLON' APN QA) D J2_0 — D-/ ilL Property Address 0 :Cin City © Location rqusjj t be in theecity limits of Chico, Gridley, Oroville or Paradise, VI I ` e 0 http://gismaos.b ittecounty.net/flexviewer/bcdatasearch/index.htmi Policy Number Carrier 4 If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance ;LENDING PAGENCY.. Name Mailing Address i City State Zip .'DES,CRiPTI,,ONS+OR,uSCQPEOFINORK,;„: x D Mobile Home permits (other than installation, foundation, utilities & non-attached structures) are issued by the State. Tell staff if this permit is for a Mobile Home: Click Z below to see Manufactured Home Alterations and Permit Guidelines at: hftp:/twww.hcd.ca.gov/codes/mhp/HCD Phone: 255-2501 Is this a Manufactured/Mobile Home (circle one) Yes / o 1 J®B�.�/ALUATION� (Filter value of tabor, ih'6 ing non contracted > plus matgrials charge} � �, $ S °ua�e Feet'Detail' 9 Living Area: � Garage: Open Area: Covered Area: TOTAL SQ: / []Structure Built without permits , r Proposed Change of Occupancy/Use -Note previous/current use below: FOR70FFl,CEUSE ONllft,,zj Zoning: Flood Zone: SRA: I YES L1 I NO NPDES YES NO Code Enf: YES ❑ NO Legal Lot: YESi NO ❑ Occupancy Type Construction Permit Te Date:. l2 -•I 'l *When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. FR..PD 10U f�D < .. . l2 afr��5. • Revised 7.20.2015 Pare t Dei Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 11' VVII. OULICI.A [II a Valk; .0 w, IMPORTANT! NOTICE TO PROPERTY OWNER-. FORM NO.' DB°P-43 Dear Property Owner:JY An application for a building permit hasbeen submitter} ygvnAwnp 1* ti o�1/ftheo,builder of the property improvements'specified at /! [[&& We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities andpossiblerisk.you,may -incur by hauingbthis permit issued in your name as'the Owner_Builder:- We,will=n'otnissue-a=building-permit!until'�- you have read, initialed your understanding•of each-p.rovision; signed; and returned thist. form to us at our official address indicated: An.agent.ofitherowner. cannot,execute,this-norice.. unless you,. the property owner, obtain the -prior approval'ofthe-penmitting,authority: OWNER'S ACKNOWLEDGMENT, :AND VER 1PICATI0N OF. INFORMATION DMEC770NS. Read and initial each statement -below to:signify�thatyouiunderstandor..ver6.thiv information. 1. I understand a frequent practice of unlicensedipersons is -to have the .property owner obtain an "Owner -Builder" building,permit that erroneously implies thatsthe property•owner.,is, providing his or her own labor and material personally. J, as. an Owner -Builder, may beheld liable and subject to serious financialrisk'for:any injuries sustained by an unlicensed•person;and' his or her employees while working.onmy.property. My homeowner's insurance maynot-provi& coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 4a!9 2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. "3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these'laws may subject me to serious financial risk. 7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. Page 1 of 2 - Revised 7.20.2015 dw_ 8. I understand as an Owner-Bmlder if I seffthe property for which this permit is issued, I may beheld liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 9. I understand I may obtain more information- regard'g my obligations as an "employer" irothe Internal:Revenue Service, the .United °States Small nBusiness.Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I .also understand I may contact the California Contractors' State License Board (CSLB) at 1-800- 321-CSLB (2752) or www.cslb.ca.gov-for more.infonnation.about licensed.contractors. )g& 10. I am aware of and consent to an.Owner-Builder building permit applied for in my name, and understand that I am the party legally in cially res o s e for rop.o d nstruction activity at, the following address: !��.`�/ 1?,W 11. I agree that, -as the party legally and financially responsible for this:proposed construction activity, I will abide by all applicable laws and requirements that govern Owner - Builders as well as employers. Q .12 l:agree`.to .notify.the.issuer. of -this form:immediately: of°any'ddditions; `deletion§,. or changes -to any of information I -have provided on this form: 'Licensed°contractors are regulated'by laws designed to protect the public. If you contract with someone who does not -have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may "su'stain as a result of a complaint. Your, only.remedy agatnsfunlicensed Contractors may be m civil court. It is also important for you to understand•that if an,unlicensed'Contractor.or employee ofth'at individual of firm is'injured while working on your property, you may beheld liable for damages: if you obtain a'permit as Owner=Builde 'and wi§ti to li i• 'Contractors, you willbe responsible for verifying whether or not those Contractors -ar'e propeirly"licensed.and the' status of their workers' compensation insurance coverage: Before a building permit can be issued, this form must be completed and signed by the property'owner and returned. to •the agency'cespon§ible for issuiug.the permit. Note: A. copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signatures Signature of property owner: Date: 12- D l — �6 JI Note: The following Authorization Form is required to be completed.by the property owner only when designating an agent of the property owner to apply for a construehon permit for the 1� Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I iinderstand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary toobtain an Owner -Builder Permit for my project. Scope of Construction Project (or.Description.of Work):: Project Location or Address: Name of Authorized Agent: n /t.c.` Tel No: _J' a t - 475 Address of Authorized Agent: PQ 5 a k / 2!0 � i/ �to� �l�- 95-9 fzog I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above,information and certify its accuracy., Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to .the agency is required to be presented when the permit is issued to verify the property owner's signature. r Property Owner's Signature: _ jJ �/ir�7�i Date: —16 Revised 7.20.2015 Page 2of2 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DUENAS RUDY C & TRACIE a_ RE -,Q28-020-049 Permit No: B16-2646 To meet the requirements of Butte County Code Section 26-12 (available on line at http://municipalcodes.lexisnexis.com/codes/butteco ), one or more of the following may be required before a building permit can be issued for the above referenced project. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; Dedication of any necessary rights of way; and For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel,.the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26 -12. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at http://Www.buttecounty.net/publieworks/divisions/landdevelopmentlimpstd.html) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 26 12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please contact the Land Development Division at (530) 538 7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. I have read and understapd the above requirements: Signature: Date: • 12/1/2016 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PERMIT APPLICATION DATA SHEET Reference Number: B16-2646 Date: 12/1/2016 Location: 1039 CENTRAL HOUSE RD By: CLG Parcel Number: 028-020-049 Sub Type: SFD-CUSTOM/MODEL Owner Name: DUENAS RUDY C & TRACIE Phone: Description: SECOND DWELLING (1381) OPEN AREA (25) COV'D AREA (98) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. YES SEWER DISTRICTS 0 Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 — 530.533.0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 — 530.533.2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 — 530.879.6700 PARKS & RECREATION DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 — 530.895.4711 ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 — 530.345.1921 Feather River Recreaction & Park District, 1875 Feather River Blvd, Oroville CA 95965 — 530.533.2011 0 Paradise Parks & Recreation, 6626 Skyway Road, Paradise CA 95969 — 530.872.6393 SCHOOL DISTRICTS form will be available after plans have been reviewed by building department) 0 Biggs Unified School District, 300 B Street, Biggs CA 95917 — 530.868.1281 0 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 — 530.891.3006 0 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 — 530.895.4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 — 530.846.4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 — 530.741.6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 — 530.532.3000 ' Oroville Union High, 2211 Washington Ave, Oroville CA 95966 — 530.538.2300 Ext: 105 ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 — 530.872.6400 OTHER Recorded copy of Agricultural Acknowledgment Statement - See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 — 530.868.5447 ❑ FEMA Flood Elevation Certificate (required within 48 hours or permit will be placed on hold until received) % Other: 4Y VA Z2L6/i( V G`11 Y i (AI Ul 1 *"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic acces_s, Signature of Applicant: (/4;4/01- Date: 12/1/2016 Butte County Department of Public Works DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive +' Oroville, CA 95965 (530) 538 7266 Telephone (530) 538 7171 Fax National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) -Acknowledgment [LESS THAN 1 ACRE] 'Reference Number: B16-2646 Date: 12/1/2016 Location: 1039 CENTRAL HOUSE RD By: CLG Parcel• Number: 028-020-049 Sub Type: SFD-CUSTOM/MODEL Owner Name: DUENAS RUDY C & TRACIE Phone: Description: SECOND DWELLING (1381) OPEN AREA (25) COWD AREA (98) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Board. Signed Date 12/1/2016 Title 7L r r 1 r Butte County Fire Department Fire Prevention Bureau Residential Building Requirements 176 Nelson Ave, Oroville, CA 95965 530.538.7888, 530.538.2105 Fax 530.538.6226 Inspection Line Permit Number&�&OUSERD Date: 12/1/2016 Location: 1039 By: CLG Parcel Number: 028-020-049 Sub Type: SFD-CUSTOM/MODEL Owner Name: DUENAS RUDY C & Phone: TRACI E Description: 1039 CENTRAL HOUSE RD To meet the requirements of Government Code section 51182, Butte County Fire department requires a pre -construction inspection to provide the below building and site requirements to the property owner. Your property is located within the Butte County Fire Departments response area and must meet the below requirements: ❑ Public Resources Code 4290 (emergency access, signing/addressing, fuel modification standards) 0 Public Resources Code 4291 (defensible space) ❑ California Fire Code LPG tank protection ❑ Butte County Improvement Standards Requirements prior to schedulin th .e-mspectiorr Full plan submittal t ounty Development Services Building Division T uest an inspection call 530.538.6226; this is Fire Prevention Bureau's recorded inspection ine; you will need the information at the top of this page. Inspection request that come through any other phone numbers will cause a delay in processing your permit. w_ For the pre inspections, the property owner or authorized'agent con rac gaged-te-r the inspector at the construction site. I have read and understand the above pre inspection requirements. Signature: Date: 12/1/2016 a s. Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 Building Permit Checklist_ Name: DUENAS RUDY C & TRACIE Location: 1039 CENTRAL HOUSE RD, HONCUT Assessor's Parcel Number: 028-020-049 Permit Number: B16-2646: X 1. 3 copies site plan —2. 3 sets building plans 3. !?�et energy calcs (if applicable) '--Y-4. 1set truss calcs (if applicable) 5" -1 set structural calcs (if applicable) 6. Intake Packet a. signed permit application fib. owner builder (if applicable) -c. notice to builders d. fee summary ' ><' e. fire handout f. NPDES form X g. data sheet �'h. PW Notification for 26-12 i. Hazardous Material Form (commercial) �j. Accessibility Worksheet (commercial) mak. Plan Check Sq Ftg Verification 7. Flood Certificates (if applicable) x 8. r ms _9 - rt Ar yjwo 10. Completed by: Date: A , Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds DEVELOPMENT SERVICES Oroville, California 95965 F: 530.538.7785 ' PLAN CHECK SQUARE FOOTAGE VERIFICATION w---- Permit Number: B16-2646 Owner's Name: DUENAS RUDY C & TRACIE Assessor's Parcel Number: 028-020-049 Date of Application: 12/1/2016 Square Footage Verification Verified By:41c'jRUI,�� Date: (Plan Check Signature) Confirmed MAW . _..,.�:. Updated by: Date: r At Application: Change To: Living Area 1381 Garage Area 0 Covered Area 98 Open Area 25 other 0 Verified By:41c'jRUI,�� Date: (Plan Check Signature) Confirmed MAW . _..,.�:. Updated by: Date: r Butte County Department of Development Services FORM NO PERMIT CENTER DBP -06 7 County Center Drive, Oroville, CA 95965 ire, Main Phone 530.538.7601 Fax 530.538.7785 �j�✓� www.buttecountv.net/dds ' PLAN CHANE RECHECK, O RETURN Owner's Name: Contact Person Name: �Y(G `S,�.(h 2Pir Contact email:��/G Contact Phone Number: 530 ,50/— X75/ I �1 Date Submitted: 1 2� /7 Permit Number -94-1 Assessor's Parcel Number: 69-8 -G�?-6^0�19 COMPLETE SET OF PLANS ' ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) P ease check any that apply: Response to Plan Check Letter? BUTTE ❑ Response to Building Inspection Correction Notice? COUNTY ❑ Is there additional square footage? JAN 2 3 2017 ❑ Is unfinished area being in -filled or completed? DEVELOPMENT ❑ Other: SERVICES LIST OF ITEMS SUBMITTE 2. each �e � ans�o{ //-/ �r1 e17 3a7L- X- 3. 3. Cowl tH - Hrx 4. 5. Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: 0 Minimum $127.00 paid ® Additional Fee Amount Due: Revised 7.20.2015 Page 1 of 1 ' nk [ ORA NE & D1l101 January 17, 2017 Philo Hunt, P.E., Plan Check Engineer c/o Butte County Department of Development Services BIJTTE 7 County Center Drive COUNTY Oroville, California 95965 JAN 2 3 2017 RE: Skinner Residence DEVELOPMENT 1.039 Central House Road SErtVK'ES Honcut, CA 95966 Building Permit Number: B16-2624 Dear Mr. Hunt: ,;1 �tEcxs� i This letter is a formal response to your plan check review. comments foraiove _- referenced project. Please reference your itemized letter dated 12/27/16. All changes as a result of plan check comments have been clouded on the enclosed revised drawings with a Delta A symbol. Response to Plan Check Letter Comments: NON-STRUCTURAL COMMENTS: Item/: See Floor Plan, Sht. A2.1 and added wood stove & water heater info. Itemy. See Site Plan, Sht. Al.1 for grade slope notes. Itemy. See Electrical Plan, E-1, added to electrical legend and notes. Item See Electrical Plan, E-1, added to electrical plan. Item See Electrical Plan, E-1, added to electrical plan and notes. Item No Mechanical Unit, Heat by wood fp. Item•. See Electrical Plan, E-1, added to electrical plan. Item,9 '.- See Electrical Plan, E-1, added to electrical legend and notes. —Item.410 Whole house fan only, approx. 40 lbs. Item See Electrical Plan, E-1, added to electrical HVAC notes. Item Jd" See Exterior Elevations, A3.1, added to notes on ventilation. Item Item See Exterior Elevations, A3.1, added to notes on ventilation. J See Exterior Elevations, A3.1, added notes on safety glazing. Also revised exterior elevation 8/A3.1 for window size at bathroom. Item 1 See Electrical Plan, E-1, added to electrical HVAC notes. Item l Spoke with Philo Hunt and agreed there was no need to revise the CFIR to indicate 16 sq. ft. in lieu of 30 sq. ft. Item 1/ See Floor Plan, Sht. A2.1, added louver callout to laundry rm. door. ®� C0% Item 18: See Electrical Plan, E-1, added smoke detector in kitchen and near master bathroom entry. . z Item See Electrical Plan, E-1, HVAC_ Notes, removed AC callouts. 30 Landing Circle, Suite 103 Chico, CA. 95973 Phone: 530-343-5954 c. ' TRE DR MNE & DE1ICNI . Please call if you have any further questions or concerns. Thank you. 3 Sincerely, El O'Hare 30 Landing Circle, Suite 103 Chico, CA. 95973 'Phone: 530-343-5954 Offices of Agricultural Commissioner Louie Mendoza, Agricultural Commissioner Weights and Measures_ Tom Pisani, Asst. Agricultural Commissioner 316 Nelson Avenue I T: 530.538.7381 I buttecounty.net/agriculturalcommissioner Oroville, California 95965 F: 530.538.7594 Butte County requires a 300 foot buffer between residential development and neighboring agricultural. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: Phone: 530-301—T75q Mailing Address: 1y311 Cg^-Lrg.l L1cvse RcL. Oyu JUe CUL) . aS44g�, Email: Assessor's Parcel Number: DDS - 020 - D W1 Project Number: at(19— Veq(p Reason for the unusual circumstances exception: J?atc'�P-k L" ll 11`w+ —2" P96,4 5+2a0� G. fuer Smoot -z -L., 944-a' signature Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIRED: An attached site plan annotated with proposed building locations, infrastructure, dimensions and setbacks. ................................................................................................................................................ Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other 0-0m Contact Person: 1-eb Phone: S30 - SIR9-138 I ................................................................................................................................................ For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS(Building) ❑ Exception Recommended Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Based on site information and review, Parcel conformation will not support as standard buffer in the East/West direction, Parcel has pre-existing infrastructure. No Adjacent intensive production Agriculture No apparent additional agricultural issues.'Proposed placement of the building appears to be appropriate No other conditions or mitigating measures. Agricultural Department Signature: Date: l /i st 1.2a t--4 -a 1tF..GEIL-'Ck I BUTTE COUNTY JAN 2 3 2017 DEVELOPMENT SERVICES A F jnusnwc anvMer I $i X. r I � i I' D m g z 3 m 1 a mPROJECT i DRAWN EL DESCRIPTION A PROPOSED NEW RESIDENCE FOR ERIC & KAT E LY N SKINNER 1039 CENTRAL HOUSE ROAD - MONCUT. CALIFORNIA eases ASSESSOR'S PARCEL NUMBER 028 .020-049-000 ` - , , - IJARE DRAB INE DESIEN! 30 Landing circle, suite 103 Chico, CA. 95973 (530) 343-5954 el@oharedrafting.com CHECKED E$ STATUS DATE SUBMTTAL 11.30-16 REVISION REVISION REVIS REVISIIONON r�. . Z9Ll�4 z�rr y i m Z j C7 I i O oa o i o m iDvo z o i i o a e . D m g z 3 m 1 a mPROJECT i DRAWN EL DESCRIPTION A PROPOSED NEW RESIDENCE FOR ERIC & KAT E LY N SKINNER 1039 CENTRAL HOUSE ROAD - MONCUT. CALIFORNIA eases ASSESSOR'S PARCEL NUMBER 028 .020-049-000 ` - , , - IJARE DRAB INE DESIEN! 30 Landing circle, suite 103 Chico, CA. 95973 (530) 343-5954 el@oharedrafting.com CHECKED E$ STATUS DATE SUBMTTAL 11.30-16 REVISION REVISION REVIS REVISIIONON r�. 1 Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecountv.net/dds FORM NO DBP -06 PLAN CHANGE, RECHECK, OR RETURN Owner's Name:r Contact Person Name: lG (SIci Irl V _yQ Contact email: r_W1 C( L- SC 91ca c Contact Phone Number: 5S6 50 (- q 7 S 4 Date Submitted: f - `-t It `7 Permit Number: N (0-- Z(Oq to Assessor's Parcel Number: 028 6 20 - 4 49 COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) ,Pease check any that apply: 'Response to Plan Check Letter? ❑ Response to Building Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? ❑ Other: 1. 2. 3. 4. 5. LIST OF ITEMS SUBMITTED Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: 13 Minimum $127.00 paid ® Additional Fee Amount Due: Revised 7.20.2015 lir-?trl6 Page 1 of 1 1 i RC _ Y7JRE D� NE & DElIEN! February 20, 2017 Philo Hunt, P.E., Plan Check Engineer c/o Butte County Department of Development Services 7 County Center Drive Oroville, California 95965 RE: Skinner Residence 1039 Central House Road Honcut, CA 95966 Building Permit Number: B 16-2646 Plan Check #2 Dear Mr. Hunt: 0 This letter is a formal response to your plan check review comments for the above referenced project. Please reference your itemized letter dated 2/7/17. All changes as a result of plan check comments have been clouded on the enclosed revised drawings with a Delta B symbol. Response to Plan Check Letter Comments: GENERAL COMMENTS: Item 1: Owner Contacted Butte County Fire Department for site visit. Checked path to house and visible address at gate. OK'ed. , NON-STRUCTURAL COMMENTS: Item 2: PC2 See Floor Plan, Sht. A2.1 and added propane stove info in Den Indicated propane water heater outside of kitchen wall. Also revised the T-24 Energy Compliance Report - attached See Electrical Plan, Sht. El under HVAC Notes. Items 7 & 10: PC2 N/A Please call if you have any further questions or.concerns. Thank you. Sincerely, r <� El O'Hare 2/?;7,,;) I. 30 Landing Circle, Suite 103 Chico, CA. 95973 Phone: 530-343-5954