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HomeMy WebLinkAboutB17-0740 039-460-0521 i TRB ¢ Associate$ Agency: County of Butte TRB+ Project Number: 17.054.111.2 Final Plan Review Page 1 of 1 Date: June 15, 2017 To. Jim Black Email: irblackgc(a�gmail.com (via email) Cc: Philo Hunt, Nancy Springer, Deborah DeBrunner; Jordan DeBrunner, Curtis Johnson, Carrie Gomez, Efrain Ruvalcaba Email: Phunt(a�buttecounty.net; nspringer0buttecounty.net; ddebrunner(cDbuttecounty.net; idebrunner(a)-buttecounty.net; cliohnson(cDbuttecounty.net; cgomez(c_buttecounty.net; eruvalcaba cDbuttecounty.net (via email) RE: Plan Review for:' (N) SFD – Black Residence Project Address: 0 Marsh Court APN#: 039-460-082 Agency App. No.: B17-0740 TRB+ Project No.: 17.054.111.2 The following documents were received for review: Plans: (2 sets) Sheets dated 04/2017: 1 to 5 Sheets dated 2017: CG Structural Calculations: (2 copies) G. Peitz, dated 04/24/17 Truss Calculations: (2 copies) E. Teodosescu, dated 04/19/17 Energy Calculations: (2 copies) G. Peitz, dated 04/12/17 Response Letters: (1 copy) Grefory A. Peitz, undated Other: (1 copy) Permit Application, dated 04/24/17 (1 copy) Square Footage Verification, dated 04/24/17 (1 copy) Authorization Letter, dated 04/24/17 (1 copy) Site Plan -8'/2 x 11, Sheet 1, dated 04/21/17 Plans have been reviewed for compliance with the Building Department requirements contained in the 2016 CBC, 2016 CPC, 2016 CMC, 2016 CEC, 2016 CRC, 2016 Green Building Standards Code, 2016 Energy Code, and County of Butte Ordinances. There are no further comments. Sincerely, TRB + SOCIATES, INC. Ni olas Ho G"le— I ICC Certified Plans Examiner TRB + Associates, Inc. BUILDING SOLUTIONS 3180 Crow Canyon Place + Suite 216 + San Ramon, CA 94583 for MUNICIPALITIES T 925 866.2633 F 925 790.0011 nh www.TRBp/us.com GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 RECEIVED JUN 12 2017 PLAN CHECK RESPONSE °TRB AND ASSOCIATES PERMIT NO. B17-0740 Black Residence ARCHITECTURAL COMMENTS 1. Noted on floor plan 2. Comments n/a. Fireplace specified is a gas fireplace. Butte County building department only requires mfr. information be provided at the site. MECHANICAL COMMENTS 1. See foundation plan. 2. See general notes on sheet 1, mechanical note 4. PLUMBING COMMENTS a 1. See floor plan. 2. See sheet 5 ENERGY COMMENTS 1. See electrical note 9. 2. See electrical note 11. 3. See roof note 4 on sheet 3. 4. Second water heater has been removed from floor plan. GREEN BUILDING COMMENTS 1 & 2. See amended Calgreen sheet. STRUCTURAL COMMENTS 1. Note corrected. 2. Holdown stud specifications corrected on floor plan. Note added on roof plan regarding strapping of top plate. 3. Note removed from roof plan. 4. .0115 is an interpolation of the wall loads taking into account the end zone. .0048 is using the minimum loads for roofs (which is higher than calculated load). 5. A35's connect the diaphragm to the collector that is associated with the shearwalls. The calculations take into account all A35's _associated with the collector connected to the shearwall. 3c n c aFc -c4 uP Pe-- � J eP IAN . f- 6. There is a hip master truss 6'-0" back from this ,beam. Jack trusses are 6'-0" long. Trib length to beam is 3'-0". Calc is correct. 4 lT • �ROP05ED EAGH FIELD ' I r,►, m� I II UTILITIES � I = I . O r II WATER 51-011. IN. w GLR. , r t PROPOSED 1500 GAL. +!' 5EPTIG TANK i eh k 5'-0" M!N. n • I +MIT # V ` 7—o 7`7 o BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �T DATE l �`l7 BY / SITE PLAN REVIEWED FOR CODE COMPLIANCE aeJi ,/ i:.urn TRB AND ASSOCIATES NORTH OWNER: JIM BLACK l l/// 1IL90 "L % SHEET MINIMUM EROSION AND SEDIMENT CONTROLS FOR l DURHAM, GA 95938 PROJECTS DISTURBING LESS THAN ONE ACRE ARCHITECT THE BMP'S (BEST MANA6EMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURI 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894.5719 /►4�Rt�Is1_ �t� M Y .� TIMES'BASER-ON`Y>EAi}iERi<f� 9h THE YEAR. THE BMP5 LISTED ARE MINIMUM REGUIAND ADDITIONAL SMP'S COULD BE REQUIRED BASED ON SITE CONDITIONS. M v t I. STABILIZED ENTRY. PROVIDE MINIMUM 5" TO &' FRACTURED ROCK SO' LONG x 15' WIDE BY &' DEEP OVER CONSTRUCTION 6RAVE ,. FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN Y" EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. 5. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR SIDEWALKS. C: 4. ROCK BASS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE, 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. ^i = b. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. t N 7. STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN IS' OF THE BACK CURB OR SIDEWALK (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) w i' 6. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, VISOUEEN_OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATIOW 9. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM SIDEWALKS AND STORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND A LEAST 50' FROM 1 THE NEAREST STORM DRAIN. II. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BO>cES, PAINT BUCKETS, C.. GLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VISGUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMPS. lT • �ROP05ED EAGH FIELD ' I r,►, m� I II UTILITIES � I = I . O r II WATER 51-011. IN. w GLR. , r t PROPOSED 1500 GAL. +!' 5EPTIG TANK i eh k 5'-0" M!N. n • I +MIT # V ` 7—o 7`7 o BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �T DATE l �`l7 BY / SITE PLAN REVIEWED FOR CODE COMPLIANCE aeJi ,/ i:.urn TRB AND ASSOCIATES NORTH a 0 0 M 0 N ei 0 N N c\t OWNER: JIM BLACK SITE INFO: MAR5H COURT SHEET GREGORY A. P E I T Z ADDRESS: DURHAM, GA 95938 ARCHITECT 1.010 ACRE5 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894.5719 PHONE: 521-2921 • ' APN: 03AI-460-082 of: ONE a 0 0 M 0 N ei 0 N N c\t GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 RECEIVED r MAY 1 1 Zxg TRB AND ASSOCIATES PROJECT: �L r3,, 72- °) I have reviewed the truss submittal for the above project and all loading design criteria have been met. regory A. eitz Architect UTTE COUNTY _:;.DLiVG DIVISION L k. R1'z-n74o 1ss APPROVED ns�+- 46u -us Y. NSF (3129) CAP (Io2o) C ON! (806) r 4.;24/21117 1'�- t GREGGRY� A. PEITZ _ARGH-ITECT a 383 Rio Lindo Ave. Chico, CA. 95926, (530) 8945719' � J k a _ RECEIVED • MAY 1 1,2017 TRB AND ASSOCIATES . ItI 117 ..�(���<�a.1 W' 4 LihSa "}, ��_a ��gq J • . _ rY esF� t 1 N1i1 �YW ri1^�?i* • ' 4,`'^'•:'-,�'fis` ;i&�-• ,ki'i�s' i:g� T''C "'R+ti� '•' s,,r��y�,.�F``•" r .��tM,l'( • , n � i StructuraL.CaIcul'ations for: O �Vi WED PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES �p CODE CC�1nPLIAi`10E REVIEWED'FOR r CODE COMPLIANCE JUN j 207 DATE k� r TRB AND, ASSOCIATES , No. C21 3 -yam /17 �� 1 JAStructuralWesign Data - Residential.doc DESIGN DATA Code used: Floor loading: Roof loading: Wind loading: Seismic: 2016 California Building Code Live loads: Uninhabitable attics w/o storage: 10psf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load -1 Olbs/square foot Live loads: 20lbs/SF Dead loads: Typical roof -15 lbs/SF Comp roof Basic 3 -second gust wind speed (mph) 110 Wind importance factor, 1 1.00'. Wind exposure category B> Internal pressure coefficient, GCpi +/-0:18. Seismic importance factor, I 1:00 Mapped spectral response acceleration; Ss r,i .Y 0.70 0,613 �A=1.3l6 Sl 0.25 0,2"12 F�=1,855 Site class cr- Design spectral response coefficients; SDS-i,u}� 0.579 (7 535 SDI Gy=1;802-X0.317 0,33 Seismic design category D Basic seismic -force -resisting systems) Bearing wall system - plywood shearwalls Seismic response coefficient(s), Cs 0.089 �535�6.S=O�Q82 Response modification factor(s), R ,-6.5< Analysis procedure; Equivalent lateral force procedure Z WIND ANALYSIS Simplified Envelope Procedure Per ASCE 7-10, Chapter 28. 1. Risk category �2, (table 1.5-1) 2. Basic wind speed: 110,mph (figure 26.5-1A) 3. Exposure: B- (section 26.7) 4. Kit =EIU, (section 26.8) 5. X (figure 28.6-1) 6. Roof slope: --26:5V=(6/12), 7. Mean roof height: less than 30 ft. PS = ),;Kjj_ps30 ( eq; -28.6-.1) Wind Pressures p1' Roof internal zone: (6.45 psf) (.6) = 3.87 psf-5,09/1,51 01/ - Roof end zone: (7.33 psf) (.6) = 4.40 psf -,G,5 0,21 C, Wall internal zone: (1.7 34 psf) (.6) = 10.41 psf Wall end zone: (23;32 psf) (.6) = 13.99 psf i � � i 000 -Z�&-t6 Fr o L A- Q ci C—/N d 11) r vIV/ it Z. It .. o 1; CA t (-7 (0 17 I ,,Ok RSI -(Z Ll! t. , o f r t A oo 0 � + (y -7, n) fob otg- 7-93) (' N LI .WALL5= <;= HMS` -C? L. LP.,, a..: . SHEARWALL-S-- ..-.-.__..__, GDX ply. w% !8d's C L -*x.,12 5 coat plaster -I ©1 _. (_ _-).:yp. bd.w% ( i )C.- (I. J ), AT ALL :SUPPQRTS,j .. ;BLOCKED , ANCHOR -BOLTS -- L- . y GBG specified Y-11a.b:.'s 6'-0" o:c., w/ min. _ _ -_ 2080 7 ..! b _ � rlEzSo . 2) per wal I • is ; a c�uat I ❑ %2- �D anchor bolts; M5 / RBC RBG's tEl NONE REOV- - - - �._0 No � holdown`s rel •'d ' ! ; -� � ;-. _ _ . _ . _..� _ .' .`- � -' �- � -.. _ . V > ❑ 0516 Holddown S raps to Rim Joist below ! - ! ❑ Portal Frame �w%'i5impson".'ST622.4 straps from 4xf post to continous header. HDU2, 5STB16 '@ Single pour, 55TB20 C 2 Pour El HDU4;-55TB20 (6--5in-gl&-pour, 55TB24- @ 2 Pour' COLLECTOR/ CHORD' . ❑ ( ) 16d's per top e sp I ice ❑ G516 strap splices ❑ 5T6224 strap sp 1 ices ❑ Drag Truss , -r - I I I • I ' L ,nr I , , j , 34 g WALLS SHEARWALL-S'- ► i 2.0.6.i ' I © 5 coat plaster ' I f b.cJ w/_ G A AT_ ALL. SUFFO,fR75,BLOCKED ' I ANCHOWBOL•-TS _ _O GBG specified 2 -0_ o -c• w/ min I .per wal I is adequate I _ _ A35 / RBC .; E RBC's o c 4� yak d,.cl D NONE REQ'D 1 � ` 1 I , , I ❑' i No holdown s r:e d , I O G51( HoIddown .5t`rdps to! Rim Joist below i O For_tal :.Frame w = "Sirnps'on" :ST6224 straps from'.. 4xl post- to �ontinous header. i HDU2; 5STB16 C Single pour; 55TB20 @ 2 Pour ❑ HDU4;-•SSTB20 �- Sir�-g le- pour; SSTB24 2 Rour ' COLLECTOR"I CHORD , ( )• 16d's per top R sp lice 6516 strap ,splices -�. c, ❑ ST6224 strap splices 0 ,• ' Drag Truss 7 , _ WALLS tr .4-- t I :,I-2 'o. r- 10 : 1 Eg 3 coat plaster ' 1 J,AT, ALL- SUPPORTS,!L BLOCIGEP s . —ANCHOR BOLTS f i . ! ! -•_ I . _.I I GBG 5pecified_%2" i� a bb's i0-o.c - ..6f _,; (wall is adequa�te _ r ,I._ ,• , :er ,--r�a...-.bet I /2'- 't i� A35 / RBC 61 i o' cl. 1 14.14 O - NONE REQ'D t , wy .meq _ —" - -- - - - r 1 f ❑ t. No holdown's raP'd ' l IEg 1 651.6 Ho.lddown Straps to Rirr Joist below ! i El. Forta1, Frame w% "Si;r°npson" 15T622.4 straps from 4x post to. 6ontinous' header. I I - HDU2, 55TB16 :@ S'ingle- pour, 55T520 2 Four O -HDU4;-SSTB20 -sine 7. pour- ,-55-TB24-2 Pour' 1 ! - , c� SHEARWALLS _..' I- - ' s J I r i ! ODX I w/':8ds @ :;' 3 coat plasteRi r i t gyp C@:. ' ), AT .ALL, ISUPPORTS,i.. 'BLOCKED- r � is � - -ANCHOR' BOLTS ' . ! r , t : I t G spec!f ied 2 I 0i a b� s@o c w/ min , I ' _-i(2) o b a per, wall- isade nate ! 't- r-.._jz _4�--anchor-: bo-Its; A35-/'RBC ❑ RBGs @; oG -- , .,_(-�.:__ I ElNONE REQ:V ._._. _ ! _ 2 r I , 4. : c ; 1 • ' No ho1do; wn's r O 6516, Holddown Straps _to Rim. Joist below .O Portal Frcime w/ "5imps!or) (ST6224 straps from 4x 4 post to continous heaeler: i I S HDU2, SSTB16 @:ingle' pour', SSTB20 @ 2 Pour HDU4; SSTE320 -Single pour; SSTB24 @' 2 Pour, : COLLECTOR %CHORD . ❑ (' ) 16d'5per top e sp l ice 6516 strap splices ❑ ST6224 strap splices ❑ I IDrag Truss ❑ ( ) 16d's per top q splice S G516 strap splices ❑ STG224 strap splices El Drag Truss ` .•_ __ R� �, WALLS= 1 i `f. f - d , I Ic' { }-SHEARWALLS-_..--__ . + -► }- 1 Ll _I GDx p1Y. w/ "adIs-@ ' } ❑ I 3 coat P105tcr ' i - '( c'CI AT ALL.:SUPPORTS,= tBLOgyp. bdw%CKED_� }_ ! ...ANCHOR BOLTS--- - ' ' i I " I - - ' _ .. ; I } = i I I F . I i GBG specified %2" a b''s @ 6'.-0," o.c.,w/ Rl Ip_e �-_1----, -, -, - ---- --- � 2) -a.- wa-I-Iis _.-equ-6- - ; ❑ --,-- i A35 / RBC " ❑T RBG's ! -c 1 T- (_ A35's El NONE REQ D ;__- ! - ,�i32> - - I, 1 i ' O.VERTURNIN ---- i I _.1. _O No holdown's rec�'d ' _ ❑ G516' Holddown Straps to Rim Joist below 4 ( I I ' D Portal Frome_W straps firorr 4xl ti"Silmpson";ST&224 -' post to connous header. HDU2, SSTB16 '@ `Single pour, SSTB20 @ 2 Pour , HOU4--SSTB20 Sin-g 1e, pour, SSTB24- @- 2 Pourl COLLECTOR/ -CHORD' ❑ ( ) 16d's per top q splice S G516 strap splices ❑ STG224 strap splices El Drag Truss , LINE -; F , , Tom/ ; ql, WALLS-= (` .._ '` fi p . c1, .Jr Z 2 .f - SHEARWALL - - . - cDx=p ly -. w/ 8d's (9H =(0'x;12 o.c. t j j i 11 r 3 coatplaster , i D ....__._ - I { ! (. ). gyp. bd.'%. (^,- )C�1_(AT ALL- 5UPPORT5 (. f 'BLO � wCKED I - , ANCHOR -BOLTS ,--, (-_� .. I ! . _ � � -i- � - , .-. • - -• . _ ._.I _.� ! i _--_ - . r - 11 GBG specified %2" ; (P! d' _b.'s' C 6' O" o -.c. w/, m(n��+ - r ._( -r -i- -- - wal I is adequate. i �_ l_ - •_- �__.L A35 % RBC I i ' _ r I F— A35 s _� :` , o,.G+ s . s . �.� ?��35. �3� ._ '(2;a1 s14-'� ok ' D NONE RE62'p i --f ! I� i -- E-- ----O.VERTURNING_. , , I O ' No�holdown's re'5rops 'd f D ' G516 Holddown to;Rim Joist below' D Portal Frame 'w%. "Simpson"5T6224 straps from 4x post to continous header. , 1­1DU2, 55TB161@15.ingle pour, 55TB20 C 2 Pour D - HDU4; -55TB26 (b -Dingle pour, 55 -TB -24 @, 2 Pour COLLECTOR"/-CHORD•r D ( ). 16d'5 per top p splice. OC,516 strap splices 5T6 224 strap splices 0 Drag Truss Project: Location: REAR -PORCH -HEADER Roof Beam [2016 California Building Code(2015 NDS)] X5.125 IN `13.5 IN x'22.8 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 77.7% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.38 IN U728 Dead Load 0.48 in Total Load 0.86 IN U320 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A_ B Live Load 1334 Ib 1334 Ib Dead Load 1700 - Ib 1700 Ib Total Load 3034 Ib 3034 Ib Bearing Lenath 0.91 in 0.91 in Span Length 22.8 ft Adjusted Beam Length: Unbraced Length -Top 0 ft Roof Live Load:. Unbraced Length -Bottom 0 ft .18' psf Roof Pitch 6 :12 DL= Roof Duration Factor 1.25 Tributary Width: MATERIAL PROPERTIES X4.5' ft 24F -V4 - Visually Graded Western Species Beam Uniform Dead Load: Base Values Adiusted Bending Stress: Fb = 2400 psi Controlled by. Fb_cmpr = 1850 psi Fb' = 2941 psi Cd=1.25 Cv=0.98 Shear Stress: Fv = 265 psi FV = 331 psi Cd=1.25 TW = Modulus of Elasticity: E= 1800 ksi E'= .1800 ksi Comp. -L to Grain: Fc -1= 650 psi Fc -1' = 650 psi Controlling Moment: 17295 ft -Ib RLA = 11.4 ft from left support Created by combining all dead and live loads. Controlling Shear: 3034 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 70.58 in3 155.67 in3 Area (Shear): 13.74 in2 69.19 int Moment of Inertia (deflection): 591.4 in4 1050.79 in4 Moment: 17295 ft -Ib 38147 ft -Ib Shear: 3034 lb 15279 lb • fl StruCalc 9.0 Pace StruCalc Version 10.0.0.8 4/21/2017 8:15:48 AM of Side One: Adjusted Beam Length: Ladj = Roof Live Load:. LL = .18' psf Roof Dead Load: DL= X20' psf Tributary Width: TW = X4.5' ft Side Two: Beam Uniform Dead Load: wD_adj = Roof Live Load: LL= 08 psf Roof Dead Load: DL= �1;5, psf Tributary Width: TW = 42? ft Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 148.2 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 22.8 ft Beam Self Weight: BSW = 15 plf Beam Uniform Live Load: wL = 117 plf Beam Uniform Dead Load: wD_adj = 149 plf Total Uniform Load: WT = 266 pif Controlling Moment: 9321 ft -Ib 9.6 ft from left support Created by combining all dead and live loads. Controlling Shear: -1942 Ib At support. - • I Created by combining all dead and live loads. 1?- StruCalc 9.0 page StruCalc Version 10.0.0.8 4/21/2017 8:14:36 AM ` of Side One: SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Project: Roof Live Load: Location: REAR -PORCH HEADER 18 psf Roof Beam DL= [2016 California Building Code(2015 NDS)] Tributary Width: 5.125'1NTA-11.5-1N x,1-9.2 FT 3 ft 24F -V4 - Visually Graded Western Species - Dry Use Beam Uniform Live Load: Section Adequate By: 84.2% Roof Live Load: Controlling Factor: Deflection 18 psf DEFLECTIONS Center DL= Live Load 0.31 IN Ll145 Tributary Width: Dead Load 0.39 in <�2 ., ft Total Load 0.69 IN U332 WALL = Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A_ B 96 plf Live Load 864 Ib 864 Ib Dead Load 1078 Ib 1078 Ib Total Load 1942 Ib 1942 Ib Bearing Length 0.58 in 0.58 in BEAM DATA Span Length 19.2 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by., Fb_cmpr = 1850 psi Fb' = 3000 psi Cd=1.25 Shear Stress: Fv = 265 psi FV = 331 psi Cd=1.25 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc -1= 650 psi Fc -1' = 650 psi Controlling Moment: 9321 ft -Ib 9.6 ft from left support Created by combining all dead and live loads. Controlling Shear: -1942 Ib At support. - • I Created by combining all dead and live loads. 1?- StruCalc 9.0 page StruCalc Version 10.0.0.8 4/21/2017 8:14:36 AM ` of Side One: SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Roof Live Load: LL = 18 psf Roof Dead Load: DL= 20 psf Tributary Width: TW = 3 ft Side Two: Beam Uniform Live Load: wL = Roof Live Load: LL = 18 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = <�2 ., ft Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 96 plf Comparisons with required sections: Read Provided Section Modulus: 37.29 in3 94.17 in3 Area (Shear): 8.79 in2 53.81 in2 Moment of Inertia (deflection): 268.41 in4 494.4 in4 Moment: 9321 ft -Ib 23543 ft -Ib Shear: -1942 Ib 11884 Ib SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 19.2 ft Beam Self Weight: BSW = 12 plf Beam Uniform Live Load: wL = 90 plf Beam Uniform Dead Load: wD_adj = 112 plf Total Uniform Load: WT = 202 plf Comparisons with required sections: Read Provided Section Modulus: 37.29 in3 94.17 in3 Area (Shear): 8.79 in2 53.81 in2 Moment of Inertia (deflection): 268.41 in4 494.4 in4 Moment: 9321 ft -Ib 23543 ft -Ib Shear: -1942 Ib 11884 Ib i3 StruCalc 9.0 page StruCalc Version 10.0.0.8 4/21/2017 8:13:26 AM o/ . M Side One: LENGTHS AND LOADS Project: Ladj = Location: GARAGE'DOOR HEADER' LL = Roof Beam psf [2016 California Building Code(2015'NDS)] DL= 5.125IN xx 13.5 IN x,18.5 -FT - psf 24F -V4 - Visually Graded Western Species - Dry Use TW = Section Adequate By: 71.7% ft Controlling Factor. Deflection plf Total Uniform Load: DEFLECTIONS Center Roof Live Load: LL = Live Load 0.35 IN U640 psf Roof Dead Load: Dead Load 0.37 in . 15 psf Total Load 0.72 IN U309 TW = 4-P Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 Wall Load: REACTIONS A B 0 pit Live Load 2304 Ib 2304 Ib RLA = 277.5 Dead Load 2466 Ib 2466 Ib Total Load 4770 Ib 4770 Ib Bearing Length 1.43 in 1.43 in BEAM DATA Span Length 18.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 • MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by. Fb_cmpr = 1850 psi Fb' = 3000 psi Cd=1.25 Shear Stress: Fv = 265 psi Fv' = 331 psi - Cd=1.25 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc -1= 650 psi Fc -1' = 650 psi Controlling Moment: 22059 ft -Ib 9.25 ft from left support Created by combining all dead, and live loads. Controlling Shear: 4770 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 88.24 in3 155.67 in3 Area (Shear): 21.6 in2 69.19 in2 Moment of Inertia (deflection): 612.05 in4 1050.79 in4 Moment: 22059 ft -Ib 38918 ft -Ib Shear: 4770 Ib 15279 Ib i3 StruCalc 9.0 page StruCalc Version 10.0.0.8 4/21/2017 8:13:26 AM o/ . M Side One: LENGTHS AND LOADS Adjusted Beam Length: Ladj = Roof Live Load: LL = 16.6 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 137 ft Side Two: plf Total Uniform Load: WT = Roof Live Load: LL = 16.6 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 4-P ft Wall Load: WALL = 0 pit Non -Snow Roof Loaded Area: RLA = 277.5 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 18.5 ft Beam Self Weight: BSW = 15 plf Beam Uniform Live Load: wL = 249 plf Beam Uniform Dead Load: wD_adj = 267 plf Total Uniform Load: WT = 516 plf 1 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Page 1 of 10 Calculation Description: Compliance Input File Name: Black 3128.ribd16 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Black 3128 05 06 02 Calculation Description Residence Energy Use (kTDV/ftZ-yr) Standard Design 03 Project Location Marsh Ct. Lot 22 Percent Improvement Space Heating 04 City Durham, CA 05 Standards Version Compliance 2017 06 Zip Code 95938 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ11 09 Software Version CBECC-Res 2016.2.1 468JR-9q Orr r% 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 305 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 Ap tier 1 4 111117 14 Total Cond. Floor Area (ftZ) 3128 15 Number of Zones 1 V I 16 Slab Area (ftZ) 3128 17 Number of Stories 1 TRB AND ASSOCIATE 18 Addition Cond. Floor Area n/a 19 Natural Gas Available Yes 20 Addition Slab Area (ftZ) n/a 21 Glazing Percentage (%) 16.6% 771 COMPLIANCE RESULTS I 01 Building Complies with Computer Performance ' 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision o1X C C-5p.pr6Av ERS provider. 03 This building incorporates one or more Special Features shown below 7012 Akin AQQr% 1 A'1r=Q 7 D V I i l- V V w s v I r__-- BUILDING DIVISION rAPPROVED - -a.• - (su;,) T, I p('} 4/241200 Registration Number: 217-P010119070A-000-000-0000000-0000 Registration Date/Time: 2017-04-12 10:52:24 HERS Provider: CaICERTS inc. r, CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-12 10:51:01 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ftZ-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 23.30 23.03 0.27 1.2% Space Cooling 26.99 25.81 1.18 4.4% IAQ Ventilation 0.94 0.94 0.00 0.0% Water Heating 5.65 5.04 0.61 10.8% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total� x^56 88� 4 �. 54.82 2.06 3.6% 7 D V I i l- V V w s v I r__-- BUILDING DIVISION rAPPROVED - -a.• - (su;,) T, I p('} 4/241200 Registration Number: 217-P010119070A-000-000-0000000-0000 Registration Date/Time: 2017-04-12 10:52:24 HERS Provider: CaICERTS inc. r, CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-12 10:51:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribd16 CF1 R -PRF -01 Page 2 of 10 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Whole house fan • Cool roof • Ceiling has high level of insulation • Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: --None -- BUILDING - FEATURES INFORMATION 01 02`\� 03 04 j e t '✓ l ,05, r ; t �• ss 06 07 Project Name Conditioned Floor Area (ft2) -Numberof Dwelling t u Units' 1� ^ Number of Bedrooms #*" Number'of Zones, Number of Ventilation Cooling Systems Number of Water Heating Systems Black 3128 3128 1 3 1 1 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Conditioned Conditioned HVAC System 1 3128 10 Water Heater Registration Number: 217-P010119070A-000-000-0000000-0000 Registration Date/Time: 2017-04-12 10:52:24' HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 - Report Generated at: 2017-04-12 10:51:01 ' CERTiFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribd16 CF1 R -PRF -01 Page 3 of 10 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft) Tilt (deg) Fwall Conditioned R23 BIB R4 Stucco Wall 305 Front 653 172.195 90 Bwall Conditioned R23 BIB R4 Stucco Wall 125 Back 814 245.309 90 Rwall Conditioned R23 BIB R4 Stucco Wall 215 Right 540 68 90 Lwall Conditioned R23 BIB R4 Stucco Wall 35 Left 369 53.19 90' 135 wall Conditioned R23 BIB R4 Stucco Wall 80 - specify - 25 0 90 GarToHouse Conditioned»Garage Gar House R23 BIB 301 17.8 Kwall Conditioned»Attic Kwall R19 253 0 Ceiling (below attic) 1 Conditioned R49 Ceiling below attic 3135 Gwall Front Garage Garage Ext Wall 305 Front 234 0 90 Gwall Left Garage Garage Ext Wall 35 Left 378 216 90 Gwall Right Garage Garage Ext Wall 215 Right 225 0 90 Gwall Back Garage Garage Ext Wall 125 Back 81 0 90 Gar Ceiling Garage i rte. { RO CIgBIwAttic Cons' ' # i+. 1020 ATTIC 01 02 + 63' i *-0- 04! "`^' t 051'r 1"^ i 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Gar Attic Asphalt RB Roof Ventilated 6 0.22 0.85 Yes No Attic Asphalt RB Roof Ventilated 6 0.22 0.85 Yes Yes Registration Number: 217-P010119070A-000-000-0000000-0000 Registration Date/Time: 2017-04-12 10:52:24 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CFIR-03032017-695 Report Generated at: 2017-04-12 10:51:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribd16 CF1 R -PRF -01 Page 4 of 10 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading Laund. 3040 sh Window Fwall (Front -305) 3.0 4.0 1 12.0 0.29 0.21 Insect Screen (default) Dining 2050 sh Window Fwall (Front -305) 2.0 5.0 1 10.0 0.29 0.21 Insect Screen (default) Dining 2050 sh-2 Window Fwall (Front -305) 2.0 5.0 1 10.0 0.29 0.21 Insect Screen (default) Dining 5050 fx Window Fwall (Front -305) 5.0 5.0 1 25.0 0.28 0.22 Insect Screen (default) Den 4050 sh Window Fwall (Front -305) 4.0 5.0 1 20.0 0.29 0.21 Insect Screen (default) Bed 2 4050 sh Window Fwall (Front -305) 4.0 5.0 1 20.0 0.29 0.21 Insect Screen (default) Bed 3 3050 sh Window Fwall (Front -305) 3.0 5.0 1 15.0 0.29 0.21 Insect Screen (default) Bed 3 3050 sh-2 Window Fwall (Front -305) 3.0 5.0 1 15.0 0.29 0.21 Insect Screen (default) Foyer 1068 fx Window Fwall (Front -305) 1.0 6.7 1 6.7 0.28 0.22 Insect Screen (default) Foyer 1068 fx -2 Window Fwall (Front -305) 1.0 6.7 1 6.7 0.28 0.22 Insect Screen (default) Foyer 1866 fx Window Fwall (Front -305) 6.5 1.7 1 10.9 0.28 0.22 Insect Screen (default) Game Room (3) 3060 sh Window /,Bwall (Back -125)`- k 3.0 . , 6.0 3 54.0 0.29 0.21 Insect Screen (default) M. Bed (3) 3050 sh Window Bwall (Back -125) - -� 3.0 -*,'5.0 3 ! 45.0 0.29 0.21 Insect Screen (default) Bath 2868 1/2 1t. Window Bwall (Back -125)- 2.7 -6.7 1 - 17.8 0.32 0.25 Insect Screen (default) Kitchen 5036 xo Window Bwell (Back -125) r i-�5.0' ; ,; 3.5" t 1,• •1:17.5 0.29 0.21 Insect Screen (default) Living 3070 fr. Window Bwall (Back -125) 3.0 7.0 1 21.0 0.32 0.25 Insect Screen (default) Living (3) 3660 sh Window Bwall (Back -125) 3.5 6.0 3 63.0 0.29 0.21 Insect Screen (default) Living (3) 3020 fx Window Bwall (Back -125) 3.5 2.0 3 21.0 0.28 0.22 Insect Screen (default) Living 3020 fx Window Bwall (Back -125) 3.0 2.0 1 6.0 0.28 0.22 Insect Screen (default) Bath 2640 sh Window Rwall (Right -215) 2.5 4.0 2 20.0 0.29 0.21 Insect Screen (default) Game Room (2) 6080 fr. Window Rwall (Right -215) 6.0 8.0 1 48.0 0.32 0.25 Insect Screen (default) M. Bath 2870 fr. Window Lwall (Left -35) 2.7 7.0 1 18.7 0.32 0.25 Insect Screen (default) Game Room 3036 xo Window Lwall (Left -35) 3.0 3.5 1 10.5 0.29 0.21 Insect Screen (default) Game Room 6020 fx Window Lwall (Left -35) 6.0 2.0 1 12.0 0.29 0.21 Insect Screen (default) Game Room 6020 fx-2 Window Lwall (Left -35) 6.0 2.0 1 12.0 0.29 0.21 1 Insect Screen (default) Registration Number: 217-P010119070A-000-000-0000000-0000 Registration Date/Time: 2017-04-12 10:52:24 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-12 10:51:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribd16 CF1 R -PRF -01 Page 5 of 10 OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor Front Dr Fwall 21.0 0.50 " GarToHouse Dr GarToHouse 17.8 0.50 GDoor Gwall Left 144.0 1.00 GDoor-2 Gwall Left 72.0 1.00 1 • ��.H E R S. R 0 V I . Registration Number: 217-P010119070A-000-000-0000000-0000 Registration DatelTime: 2017-04-12 10:52:24 HERS Provider: CaICERTS-inc.. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-12 10:51:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribd16 CFI R -PRF -01 Page 6 of 10 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up Laund. 3040 sh 2 2 30 50 1 20 3 2.83 0 0 0 0 0 Dining 2050 sh 2 2 37 50 1 20 3 10 0 0 0 0 0 Dining 2050 sh-2 2 2 45 50 1 20 3 17.5 0 0 0 1 0 0 Dining 5050 fx 2 2 40 50 1 20 3 12.3 0 0 0 0 0 Den 4050 sh 2 2 50 31 1 20 3 38 0 4 3 4 0 Bed 2 4050 sh 2 2 50 6 1 2 3 4 0 0 0 0 0 Bed 3 3050 sh 2 2 8.6 5.3 1 0 0 0 0 1 0 0 0 0 Bed 3 3050 sh-2 2 2 5.3 8.6 1 0 0 0 0 0 0 0 0 Foyer 1068 fx 11 4 5.2 10.3 1 2 5 1.2 0 2 5 6.3 0 Foyer 1068 fx-2 11 4 10.3 5.2 1 2 5 6.3 0 2 5 1.2 0 Foyer 1866 fx 11 2 ;' 5.2 i 5:2 " . ..., 1' ..-. 2 ` . 3: ; 1.2 0 2 3 1.2 0 Game Room (3) 3060 sh 0 e 0 k 0 �.� 10 0 '"'` 0` `4 0, 1 0' �''� 0 0 0 0 0 M. Bed (3) 3050 sh 10 �• !',. E2 `'� 18.3 62' '- i1' '� : 8 �Z_ 3t' t `8.5 0 0 0 0 0 Bath 2868 1/2 It. 13 '2.33 • ,50 f -. 19 '{T ;t r 2 5 `• 2.5 .' 0 12 5 0.5 0 Kitchen 5036 xo 11 2 50 30 1 1.667 5 3.7 0 10 5 13.7 0 Living 3070 fr. 20 4 18.5 3.8 1 0 0 0 0 0 0 0 0 Living (3) 3660 sh 20 4 7.2 7.3 1 8 3 24.9 0 8 3 35 0 Living (3) 3020 fx 20 1.7 7.2 4 1 8 1 28.7 0 8 1 35 0 Living 3020 fx 20 1.7 7.2 4 1 8 1 28.7 0 8 1 35 0 Bath 2640 sh 2 2 19.7 12 1 0 0 0 0 0 0 0 0 Game Room (2) 6080 fr. 70 1 34 2.7 9 70 5 0 0 0 0 0 0 M. Bath 2870 fr. 73 2 4 30 9 0 0 0 0 73 5 2.33 0 Game Room 3036 xo 2 2 22 37 1 0 0 0 0 9 3 1.6 0 Game Room 6020 fx 2 2 13.5 47 1 0 0 0 0 9 3 9.5 0 Game Room 6020 fx-2 2 2 7.2 47 1 0 0 0 0 9 3 15.74 0 Registration Number: 217-P010119070A-000-000-0000000-0000 Registration Date/Time: 2017-04-12 10:52:24 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-12 10:51:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribd16 CF1 R -PRF -01 Page 7 of 10 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 0.6 07 02 03 04 05 Total Cavity Winter Design Name Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Conditioned 3128 260.8 None 0.8 No • Inside Finish: Gypsum Board Garage 1020 106 None 0 No • Cavity/ Frame: no insul. / 2x4 Garage Ext Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco Ceilings (below 2x4 Bottom Chord of Truss @ 24 Inside Finish: Gypsum Board RO CIgBlwAttic Cons attic) Wood Framed Ceiling in. O.C. none 0.481 Cavity/ Frame: no insul. /2x4 Btm Chrd • Cavity/ Frame: no insul. / 2x4 • Roof Deck: Wood Siding/sheathing/decking Asphalt RB Roof Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below 2x4 Bottom Chord of Truss @ 24 Cavity/Frame: R-9.1 /2x4 Btm Chrd R49 Ceiling below attic attic) Wood Framed Ceiling in. O.C. R49 0.020 Over Ceiling Joists: R-39.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R-23 / 2x6 R23 BIB R4 Stucco Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 23 0.049 Exterior Finish: R4 Synthetic Stucco i;._7 :r '-:J t Inside Finish: Gypsum Board j Cavity / Frame: R-23 / 2x6 Gar House R23 BIB Interior Walls Wood Framed Wall -, i �,t 2x6 @ 16 in: O.C. .` R 23 4 1 0.061 Other Side Finish: Gypsum Board } Inside Finish: Gypsum Board Kwall R19 Interior Walls Wood Framed.Wall: ( 62x6 @ 24'in. O.C. ,f R 19 ):'0.067 Cavity/Frame: R -19/2x6 SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab On Grade Conditioned 3128 260.8 None 0.8 No Gslab Garage 1020 106 None 0 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required — WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Water Heater DHW Standard Tankless .92 (1) 1 n/a Registration Number: 217-P010119070A-000-000-0000000-0000 Registration Daterrime: 2017-04-12 10:52:24 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-12 10:51:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD • Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribdl6 CF1 R -PRF -01 Page 8 of 10 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 R8 Attic 15 SEER - 12.44 EER -hers -cool Required Name Tank Energy EER SEER Tank Insulation Compressor Type HERS Verification Tank Location or SplitAirCond 1 Heater 12.44 1 Number Volume Factor or Input R -value Standby Loss I Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition Tankless Gas Small 1 n/a 0.92 EF 195000 Btu/hr n/a n/a n/a n/a .92 Instantaneous SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC System 1 Other Heating and Cooling Furn 96 System 15 SEER - 12.44 EER HVAC Fan 1 R8 Attic HVAC - HEATING UNIT TYPES 01 01 02 03 04 Name System Type Number of Units Efficiency Furn 96 f- ,,CntrIFurnace . , 1 96 AFUE HVAC - COOLING UNIT TYPES 01 02 ,, � •t • - .: 1 = -. 03 3 i _ `04 05 -06 ,E "w _ .x . 07 08 Verified Airflow Airflow Target i � J ' Efficiency I 15 SEER - 12.44 EER -hers -cool Required Name System Type Number of Units EER SEER Zonally Controlled Compressor Type HERS Verification 15 SEER - 12.44 EER SplitAirCond 1 1 12.44 1 15 J Not Zonal I Single Speed I 15 SEER - 12.44 I EER -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge 15 SEER - 12.44 EER -hers -cool Required 350 Not Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name. Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification R8 Attic DuctsAttic Sealed and tested 8 Attic None R8 Attic -hers -dist Registration Number: 217-P010119070A-000-000'0000000-0000 Registration Date/Time: 2017-04-12 10:52:24 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF R-03032017-695 Report Generated at: 2017-04-12 10:51:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribd16 CF1 R -PRF -01 Page 9 of 10 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler R8 Attic -hers -dist Required 5.0 Not Required Not Required Not Required Not Required --- HVAC-FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.58 IAQ (Indoor Air Quality) FANS - 01 02 1r' 03 " 04- 05 06 Dwelling Unit IAQ CFM a IAQ Watts/CFM ) } J' } IAQ Fan Type, -` IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 61 `. yt 0.25 ~{ [ y% 4Default— 0 Required COOLING VENTILATION 01 02 03 04 05 06 Name Airflow Rate (CFM/ft2) Cooling Vent CFM Cooling Vent Watts/CFM Total Watts Number of Fans Whole House Fan 1.5 4692 0.1 469 1 Registration Number: 217-P010119070A-000-000-0000000-0000 Registration Date/Time: 2017-04-12 10:52:24 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-04-12 10:51:01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Black 3128 Calculation Date/Time: 10:49, Wed, Apr 12, 2017 Calculation Description: Compliance Input File Name: Black 3128.ribd16 CFI R -PRF -01 Page 10 of 10 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Greg Peitz Company: Signature Date: Gregory A. Peitz Architecture 2017-04-12 10:52:24 Address: CEA/HERS Certification Identification (If applicable): 383 Rio Lindo Ave City/State/Zip: Phone: Chico, CA 95926 530-894-5719 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the Information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement age_ ncy.for approval with this building permit application. Responsible Designer Name: it {f' Responsible Designer Signature:. - Greg Peitz" -►i�..�'i .,-- ,:J Company: Date Signed: Gregory A. Peitz Architecture 2017-04-12 10:52:24 Address: License: 383 Rio Lindo Ave C21283 City/State/Zip: Phone: Chico, CA 95926 530-894-5719 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-P010119070A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-04-12 10:52:24 Report Version - CF1 R-03032017-695 Easy to Verify CaICERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2017=04-12 10:51:01 r PERMIT NO: REC �o Quite County Department of Development Services Qji� 09Lo ��9� PERMIT CENTER MAY 11 20W County Center Drive, Oroville, CA 95965 BIN NO: Main Phone 530.538.7601 Fax 530.538.7785 TRB AND ASSOCIATES www.buttecountv.net/dds PLEASE PRINT CLEARLY _""PROPERTY' OWNER INFORMATION"' Lasl Maps Flrst N e M ' Address � I Q�� IW 70 Cly^ �����\ St� Zlp o\ Phone 0 19 I —J -'=12-(—J-'=12-( FaxFax Email Cell ���24zr :......_ .' ...... .ARCHITEC: _NGINEER. _ Name Mailing Address City State Zip Phone Fax Email Cell Ucenso No. Class :......_ .' ...... .ARCHITEC: _NGINEER. _ Namo MailingAdd �ss a Clty Stale z2i Phone I Fax Email Cell \ CAAate LI nse No. APPLICANT.. LasiXa First Nan ai dress — 5 Q City Slate Zip Phone Fax Email Cet��^ =APPLICANT' SIGNATURE AND.:pATE:;;:,:: ' Date: ��-- 2 Print Name: \ t DBP -1 IAPN -c) e2q -1l b0-- c—_?&2_ Properiv Address . N I-1 Location must or A 'DESGRIP..710N1,0R:,SGO:PE;;0F',;W(QRKi_;. Policy Number Cartier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance Is this a ManufacluredlMobile Home (circle one) Yes ! No LENDING_AGENCY Name Mailing Address City State ZIP A 'DESGRIP..710N1,0R:,SGO:PE;;0F',;W(QRKi_;. Mobile Home permits (other than Installation, foundation, utilities 8 non-atlached structures) are issued by the Slate. Ten staff if this permit is tot a Mobile Home. Click below to see Manufactured Home Alterations and Pencil Guidelines at: htt :ll hcd caovfcodes/ ! CO Phone 916 255-2501 Z Is this a ManufacluredlMobile Home (circle one) Yes ! No JOB'VAL'UATION: (Erifcr'value:oftabor; lncluiting /J/ J� riiin<ontracted; p(us;materlals cliaige) s —(, br �a V •,�:�: ..::rt,:�;.-, °.c:srr:=....S uae::Fesf;D'etail;......:°:!:' .: r•.:, Living Area: `3k 29 Garage: � oZ0 Open Area: Covered ea: Structure Built without permits TOTAL SQ: ❑ Proposed Change of Occupancy/Use - Note previous/current use below: c: �...,,.. ....._..,..... F,.OR`OFF.ICE. USE:ONLY:.,-.:::r=:..� !Zoning: VC 5t -- Flood Zone: ISRA: IYES Ll JNR!!4==NPDES YES U NO 13 Code Enf: YES U NO ❑ Legal Lot: YES ❑ NO ❑ i0ccupancy1 ` J Type Construction i.tp _ VX� Date: Z / '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 pasted on the County's website for electronic access. Revised 7.20.2015 Page I of I � v w �M vt�zr�aA MAY 11 2011 Department of Development Services TRB AND ASSOCIATES Tim Snellings, Director Pete Calarco, Assistant Director B 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-0740 Owner's Name: BLACK JAMES.& CYNTHIA REV INT Assessor's Parcel Number: 039-460-082 Date of Application: 4/24/2017 Square Footage Verification No Change: NOTES: Verified By: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: Date: 611 t 0 At Application: Change To: Living Area 3129 Garage Area 1020 Covered Area 806 Open Arm— 0 Other No Change: NOTES: Verified By: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: Date: 611 t 0