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B16-2233 040-400-093
0 Q U td UJ LL rT (f) 0 r -Z 0 'o tU 4:1 0 L) to C CJ 4J 2 C-) V; iT 0, I,- 0 &7 i7 (f) Sa 0 — zs c 0 cn 0, (.) o 0 w Co U) to CL cn > r— co < 0 1XI 0 Q m CRANDALL ENGINEERING 5448 Merrill Mill Road Marlposa, CA 95338 Phone: 209-966-4844 SHEET OF AN JOB NO.®I DATE. -tprc Owse�vc, r- c5l"'toc, L BUM COUNTY BUTTE COUNTY DEVELOPMENT SERVICES OCT 1 .0 2016 OiltI REVIEWED FOR DEVELOPMENT LIANCIE SERVICES GRANDALL ENGINEERING 5448 Merrill Mill Road Marlposa, CA 95338 Phone: 209-966-4844 SHEET 4* OF JOB NO. DATE: ����/I Co E 3Y -- �jF-�y�... I{ U360.�ti k 12 27' 7" d (63) 21' 11' d (86) 19-2-d (104) 24' 1° d (58) 19' 2- d (78) 16' 9° d (94) 21' 11° d (55) 17' 5- d (73) 15' 2- d (88) 362S125-68 50 22.7 16 25' 1° d (60) 19' 11' d (80) 17' 5° d (97) 21' it' d (55) 17' 5° d (73) 15' 2- d (88) 19' 11° d (52) 15' 10' d (69) 13' 10' d (82) 24 21' 11' d 55 17' 5- d 73 15' 2- d 88 19' 2° d 50 15' 2° d 67 13' 3- d 80 17' 0' t 48 13'10- d 63 12' I'd 75 42 • .119' e f (48) 13'9' e f . (48) 13'7 e d'..(49) 11;'3° e f ' ?(48) 11 3 -e f '(48) 11' 3",e f. (48) 9 9 e f (48) 9:9' e f (4 8) ' -9',9!,e f .-(48) 4005125-18 33 :28.7 16. - ' 1111' a f.. (48) 11' 1.1' e f (48) -11 11 e'f P'-(48) 9' 9'.e f (48) ' 9 9. e'f `(48) 9' 9' e:1 (48) ' '8 5 e•f. (48) 8"5':e f : (48) `8 54e f 24 9'9°.ef ' (48) .'-9'.9°;e.f J40). .9'. '(48) .T:11° -e i.'(48) 'T11'ef (48) .T 11°ef .(48)- -6'10°ef -(46) B'10'e1 '.(48)' 6'1--ef .(48) 12 18' 6" f (48) 17' 10° d (54) 15' 8- d (69) 15' 2° f (48) 15' 2- f (48) 13' 8- d (63) 13' 1" f (48) 13' 1' 1 (48) 12'4' d (57) 400S125-27 33 28.5 16 16' 1° f (48) 16' 1- f (48) 14' 2- d (65) 13' 1' 1 (48) 13' 1' f (48) 12' 4- d (57) 11' 4- f (48) 11' 4° f (48) IVY d (50) 24 13' 1' f (48) 13' 1 ° f (48) 12' 4- d (57) 10' 8- f (48) 10' 8° f (48) 10' 8° f (48) 9- 3° f (48) 9' 3° f (48) 9' 3- f (48) 12 19' 11' f (48) 18'.5'd (60) 16'2" d (72) 16'3. f (48) 16'1'd (50) 14''1' d (66) 14' 1' f .(48) 14':1°.f (48) 12' 10' d (62); 40OS125-30 33 28.5. 96 1T 3°.f (48) ' 16' 9' d .(53).14'.8' d :(68) 14' 1- f (48) 14' V f (48) 12' 10°,d' (62) ' IT 3-1. (48) '12' 3.1,' :(48) 11';7"d (56) 24 14' 1"f' (48) 14' 1' f : (48), :12' 10' d: `(62) 11' 64. (48) 11'6' f '(48) 11' 2' d . ;(53) 10' 0' f (48) ,10' 0' 1 -(48) 10' 0' f (48) 12 21' 7" 1 (48) 19' I'd (63) 16' 8° d (74) 17' 7° f (48) 16' 8- d (57) 14' 7' d (68) 15 3" 1 (48) 15' I'd (49) 13' 3° d (65) 4005725-33 33 28,4 i6 18' 8- f (48) 17' 4° d (59) 15' 2° d (70) 15' 3° f (48) 15' 1- d (49) 13' 3- d (65) 13'2' f (48) 13' 2- f (48) 12' 0" d (61) 24 15' 3- f (48) 15' I'd (49) 13' 3- d (65) 12' 5- f (48) 12' S f (48) 11' 7- d (59) 10' 9- f (48) 10' 9- f (48) 10' 6- d (53) 12 :25.6-f :-(48) 20':9'd (70) 182 d. (82) -20'10 1..(48) 18'2'd• .(63) '15':10.d,:(75)' 181•°.f (48) . 16'•6°d,.(59)- .14',5'd (71) 4005125-43 33 28.2. 16 22 1 f; ', (48) 48 '10 d (65) : 16 6 d ':(77) 18:1 f (48). 16'.6'..'d (59) .14:5' d (Z1)r - 15 8 f .�(48) ,15D' d (54) :.- 13 -1--d (67)' 24 .> :'18 1;f .r(48) . •16'.Brd -(59).„14;5'd (71) ," 14'9 d:, .(46) 14 5'd' (51)- _'12'Td.'. (85) 129'f- (48)' '12'9'f: -.(48) ' 11.S:d ''(61)• 12 28'0. d (57) 22' 2- d (75) 19' 5- d (89) 24' 5° d (52) 19' 5- d (69) 16' 11° d (6) 22' 2° d (49) 1T 8- d (65) 15' 5- d (77) 40OS125-54 50 22.7 16 25' 5° d (53) 20' 2- d (71) 17' 8- d (84) 22' 2° d (49) 17' 8° d (65) 15 5- d (77) 19' 5° f (48) 16' 0' d (62) 14' 0" d (73) 24 22'2' d (49) 17' 8" d (65) 15' 5- d (77) 18' 4° f (48) 15' 5- d (60) 13' 5- d (71) 15' 10' f (48) 14' 0° d (57) 12' 3° d (67) :12 ..2910'.d (61) 23':8° d (82)' 20 8 d._ . (98) 28' 1• d •(58)' 20 8 .d'. ' (75) 16'':1' d (90) . 23 B d , ;(53).18','l0 d (71) ;:16 5"'d 4005725-68 :50 22.5 16 27.2°'d . (58) 21%V -d . (7.7) .18 10`d :'(92) 23'.8':d (53) ' 18 10 d' (71) 16''5° d '(64f' 21 6 d '; (50) 17,*1° d , (86). " 14 11'•d ._(Z9) ` '24 23'8'd 53 AW. 10`d .. 71 IFF d 84 . '20'.8° d -.(48 16.5' d-- :'6 14' 4° d . 77 • 1810°.f . 48 14' 111'd .. 61 . 13'.0°;d ' 72 12 23' 7- f (48) 22' 10° d (53) 20' 2- d (67) 19' 3° f (48) 19' 3- f (48) 17' 6° d (61) 16' 8- f (48) 16' 8- f (48) 15-11-d (55) 550Si25-27 33 27.9 16 20' 5- f (48) 20' 5- f (48) 18' 3- d (63) 16' 8- f (48) 16' 8- f (48) 15' 11' d (55) 14' 5° f (48) 14' 5- f (48) WY d (48) 24 TY f (48) 16' 8' f (48) 15' 11' d (55) 13' 7- f (48) 13' 7° f (48) 13'7'f (48) 11'9' e t (48) 11'9* of (48) 11' 9' of (48) 12 . ` 25 5-J. : ;(48) :23'67. d '(58) 20 10 d (69) .201-9' f (48)_, .201 d--'(48)--', 18 TM `(64) : , 18 0 f (48) 18 O;f (48) ::16 6 d'.--(6-0) 5505125-30 33 27:9 16 22!70* f : (48) 21 6' d (52) 1811 d ;(65) 4850 f (48) ' 18 0 f ''(48) 16-66,d- (66)'. 15 7 24 . ` 18 O:f_ (48) 16'O,f ..(48).:.16,6.d '(60) 14'.8 f_-,(48).1 14.8_,f,, '(4B) 14:4wd .(52),' 12 8 ef..:(48) ,12a8,ef (48).f:12 B et,`'(48)-' 12 27' 6Y (48) 24' 8- d (61) 21'6- d (72) 22' 5- f (48) 21' 6- d (55) 18' 10' d (66) 19'5- 1 (48) 19'5' f (48) 17' 1° d (62) 550S125-33 33 27.8 i6 23' 10° f (48) 22' 4" d (57) 19' 7- d (68) 19' 5- f (48) 19' 5- f (48) 17' 1° d (62) 16' 10' f (48) 16' 10' f (48) 166- d (58) 24 5- f (48) 19' 5- t (48) 1T 1' d (62) 15 10° f (48) 15' 10' f (48) 14' 11' d (57) 13' 9- f (48) 13'9' f (48) 6- d (51) 12 ' .19 32 7 f; _(48) 26 1 9_1 d (66) : 23 5 d :(76) 26';8 f (48) ;. 23 5 d - ,;(61) 20`5°'d (71) r _ 23'-1! f :(48) „13' 21',3' d 550S725-43 .'33 .27.6 ` 16 2831,' ,(48) 24`4'4 (62),;,21 3 d" (72) 23'1 f (48), -7d' (57) 18;7,°d (67),. 200 f ;(48) 19,414 (52) ,:,1611'd a(64):: 24 - 23'1'f' (48) 21'.3°d,. ;(57.): 18.7°d`;(67) ;18`:10'f '(48):.18':7°d (50)� 18'3'd (62);. 16.4.!.!F 48) 12 36' 2- d (53) 28' 9" d (69) 25' 1° d (80) 31' 7- d (50) 25' 1° d (64) 21' 11° d (74) 28' 2° f (48) 22' 9" d (61) 19-11-d (71) 5505125.54 50 22.1 16 32' 10' d (51) 26' 1° d (65) 22' 9- d (76) 28' 2- f (48) 22' 9- d (61) 19' 11' d (71) 24' 4- f (48) 20' 8- d (58) 18'1' d (67) 24 28' 2- t (48) 22' 9° d_ -(61). 19' 11' d (71) 23' 0' f (48) 19' 11' d (57) 1T 5° d (65) 19' 11-f (48) 18' I'd (53) _ 15' 10' d (62) 12 38-4!4 (55.'8) 30 8 d (73) -26 10 d (86) 33 9 d '(52)'-:26 10-A •(67) 23 5' d (79) 30 8 d '(49) 24.4' d (64)21 3 d x5505125--68 . 50 219 .:; 16 35 2 d 1(53 0) 27 11 d� ;24 4 d ;:(81) 30 8 d (49) .' 24 4 d :(64) 21 3' d (74)' 27 1 f ';(48) 22 2' d (60):'j4J19 41d (7f1) r 24.. •::, ::30 8 •tl .s 49.0. {(69) ,2414' d. -: 64 -'_21 3, d::.` 4 : 25:7- .f .., 48 `'._21 3,d 59 18„7 :d .19.4_ d . 56 . c:Sd 11 .d•, 65 12 - 24'8* e f (48) 24'5' e d (49) 21'6* e d (65) 20'2' e f (48) 20'2* e f (48) 18'9* e d (58) 17'6' e f (48) 17'6* e f (48) 17' 0' e d (52) 60OS125-27 33 27.7 16 21'5' e f (48) 21'5" e f (48) 19'6' e d (60) 17'6".e f (48) 76* e f (48) 17' 0' e d (52) 15' 1' e f (48) 15' 1' e f (48) 15' P e f (48) 24 11' 6' e f (48) 17'6* e f (48) 17'0* e d (52) 14'3 e f (48) 14' 3' e f (48) 14:3' e f (48) 12'4' e f (48) 12' 4' e f (48) 1.2'.4' e t (48) 12 26 7 f •(48) 25 4° d (56) = 22 4 d ;(67) ' 600$725-30 -33-27.6'.•: • 16 23 1 f (48) 23 0.' d (48) < 20 3 d (63) 18 10 f (48) 1B 10 f ,. (48) 17 7° d (57) 16 4 f 24 - d8 10 _f y. (48) . -18 10 f (48) ':; 17 7 d ,(57) 15 4 f ,(48) ;15 4 , f (48) _ 15 4' d ,(48) „ 13 4 e i „(48) 13:4' e f --(48); 13 4r e;f •„ (48) 12 28;10'f (48) 26' 5- d (59) 23' 1' d (69) 23' 6° f (48) 23' 0' d (52) 20' 2° d (64) 20' 5° f (48) 20' 5- f (48) 18' 4- d (60) 600$125-33 3 27.6 16 25 0 f (48) 23' 11 d 20 5 f-(4 20' 5 f (54) 21-0-6 (65) (48) 18-4-d-(60) 20' S f (48) 20 5 f (48) 169 f (48) 16 8 f (48) 18' 4- d (60) 15 111 (54) 17 8 f (48) 17' 8 f (48) i6 7 d 14 5-'f-(48)--4-'5-'1f_(48)-1-4-'5-'f (56) (4.8)_ 34 3 i, •,_(48 600,$125 43 33 27 3 16 29 8 , f . (48) 26 2°ed (61) - 22 10 d :(71)24 3 f (48) . 22 10 d' -(55) 19 11 d k r(66): ; 211V.0r(48)'- 24 d {19 11;d..(66) 19 9f._.. (46),c. 79.9, fs' (48) 17.:5-d (61)} 2, ft 17,? i. (48), 15 10 id':(57) 12 38-10-d (52) 30' 10' d .(55) (67) 26' 11' d (78) 33'11' d (49) 26' 11' d (63) . 23' 6° d (73) . s117 ,,.(48)> 29' 8- f (48) s 24' 6- d (59) 21' 5° d (69) 60OS125-54 50 21.9 16 35' 4° d (50) 28' 0' d (64) 24' 6- d (74) 29' 8- f (48) 24' 6- d (59) 21' 5° d (69) 25' 8- f (48) 22' 3" d (56) 19' 5° d (65) 24 29 B f (48) 24 6 d (59) 21'5' d (69) 24 3 f (48) 21'5' d (55) 18 8° d (64) 21'0 f (48) 19 5 d (52) 17 0 d (61) 12d.(54 -,':(5i-6,) s (83) 36 4 d (51) r28 10 d: ';(65) 25 2• d + (76) 33 0 d (48) r 26 2 d (62)Yr22 10 d (72).' 600$725 68 50 21 6..: 16 4T:9" -d: 30:0'd (67}.s26 2 d ;(78)� 93.0 d (4`8) 5 26 2,0 . `•(62)y 22 :10gd (72) 24.. , :'",33' 0°•tl `479: $6' 2'!d 62 n,22,10, d?%+ 72 22.10.dd. 57 '20''O.d'..` 12 40' 0' f (48) 36' 6- d (57) 31' 11-d (68) 32' 8- f (48) 31' 10' d (51) 27' 11' d (63) 28' 4° f (48) 28' 4- f (48) 25' 4- d (59) 800S125-43 33 26.3 16 34'8- f (48) 33' 1' d (53) 29' 0' d (64) 28' 4- f (48) 28' 4- f (48) 25' 4- d (59) 24' 6- f (48) 24' 6° f (48) 23'0' d (55) 24 28 4 f (48) 28 4 f (48) 25 4 d (59) 23 1 f (48) 23 1 f (48) 22' 1 d (53) 20V f (48) 20'0- f (48) 20 0 d (48) 12 48 6 fX39 7 if,t (48) 34 3 d- . j57) 29 '11 d (67) • 34 3 f : (48) 31.1' d (54) •,27 2 d - (64) z BOOS125 54 50 211 16 42 0 f '(48) 35ti7° d f '(48) < 31 1 d ,(54) r 27 ( ) 24 2wd.. {50). 23, 9- d 1 (59) ' 24.3 ? :..(48) _.. 12 .34.3..27 52'11'd (50) 42' 0' d (64) 36' 8- d (75) 45' 1 ° f (48) 36' 8- d (60) 32' 0" d _ (69) 39' 0' f (48) .24x3 33' 4- d (57) 29' 1- d (66) 800S125-68 50 20.8 16 47' 9- f (48) 38'2' d (61) 33' 4- d (71) 39' 0' f (48) 33'4' d (57) 29' 1- d (66) 33' 9° f (48) 30' 3- d (54) 26' 5- d (62) 24 39' 0' f 48 33' 4- d 57 29' 1° d 66 31'10" f 48 29'1'd 53 25'5" d 61 27' 7' f 48 26' 5' d 50 23' 1- d 58 ' Web height -to -thickness ratio exceeds 100. Web stdTeners are required at all support points and concentrated loads. I&' web stiffeners required at ends. ° denotes deflection controlled r denotes flexural controlled. See Table Notes on page 13. ,* F, 4 :. __ meEm r -�i. �i'�'sv��.91 .per. 1 � / N 0 0 � 'T4n- _k� _ 4 _ - - --0°v �tz � "x.rt� a a '9-; � :s�.i _ ESR -2138: I Most Widely Accepted and Trusted Page 10 of It TABLE 4—ALLOWABLE LOADS WHEN ATTACHING STEEUANGLES AND CHANNELS TO NORMAL -WEIGHT CONCRETE" .'SMENERt "MEA "SHANI VNIr 119 I i N — M 0 D E 11s, — CHER711M M, I Z Pr I hT "OROF'. AL OVI� BLE 1:5 Q �OIN 0 M' H Baal AIVIE Maw ASH r US 'RI PDP -125 0.145 Angle Clip2 2,000 Tension 25 Inches WINE 6101_wl,.p� Nrfi� P Id 0) W, �R ", .,PDP -150 0.145 11/4 ~Angleclip 2. 2,000Tension -85 T�# nffi�HV -PDP-100 _14 No. 20 gage'.steel channel = 2,000 - Shear 4260 'PHNW-72' 0.145, .7 /,,_i No'.A 8 gage 3 steel channel .,2,000, Shear 135 0.146 0.070 0.770 12 15 For: S 1: 1 inch = 25.4 mm,1 psi— 6.89 kPa, 1 lbf = 4.45 N; "The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2The angle clip is used to attach wire to the sup I porting concrete.' The *angle clip must be formed from steel having a minimum base metal thickness of 0.080 inch, and must have a dimension from the center of the hole through which the fastener is installed to the outstanding leg of the angle of 1 inch or less. Values in the table are for the fastener only. Capacity of the angle clip is outside the scope of this report.. 3 �The Nos. 18 and- 20 gage steel channels (drywall, tracks) must have minimum base -metal thicknesses of 0.0478 and 0.0377 inch, respectively, and must be formed from steel having a mspecified . inimum 'yield stress of 33 ksi.'Values in the table are for the fastener installed in concrete only. Capacity of the channels is outside the, scope, of this report., �"The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.6. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section 4.1.6, Items 2 and 5,. as applicable.' TABLE 5—ALLOWABLE LOADS ON FASTENERS USED TO ATTACH WOOD SILL PLATES TO NORMAL -WEIGHT CONCRETE 3,4,5.6 For-Sl:—l-inch-=-25-.4-mm,—l-foot=-305-mm,—l-lbf-=-445-N7'-I-psi-=-6 -.89-kPa. 2 -The fasteners must not be driven until the concrete. has reached a minimum compressive strength of 2,000 psi. The fasteners must not be driven until the concrete has reached a minimum compressive strength of 2,500 psi. '.Minimum edge distance is 13/4 inches (44 mm). 'Wood members connected to the subs -d for trate must be investigated compliance with the applicable code in accordance with referenced 'design criteria, for both lateral resistance and fastener pull-through. 50nly mechanically galvanized fasteners (with 'MG' in the designation) are suitable for'use with preservitive-treated wood, in accordance with 2015 IBC Section 2304.10.5.1 (2012, 2009 and 2006 IBC Section 2304.9.5.1) and IRC Section R317.3.1 (2006 IRC Section R319.3 Minimum spacings must be 4 inches on center or must comply with the NDS to prevent splitting of the wood. The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.6, as applicable. The tabulated allowable loads apply to static and seismic load conditions. 71 0 M' H Baal AIVIE 42MSE jCt MS- S ASH r US 'RI §1E § OAFS' t f 0) - UM"E Inches D El R- 7 A C, hy 0 1 AN! N. 90 MV241 P11910 me"s a, 1 (L - 'PHNW-72' 7 2'/B 0.315� 0.146 0.070 0.770 12 10=010 150 1 0 VD RW S(MA N. -4,0, -7-0 �% too A . . ... r VP 0 PDPWL-3001, PDPWL-300MG' 3 0.300 0.145 0.070 -0.770 100 100 q� ;"� MW N1 -1 &2AAMg- I 7n, 03 ON ;Z670 - ` � 17 Rbfl,� IN, r ?4-^1 - - - - - - - ... PDPAW-287 2 27/e 0.300 0.157 0.070. 0.424 200 205 A 7 E %.A_f Fr, V L(,TA Q PDPAWLS-287 2 PE)PAWLS -287MG 2 �2% - 0.300• 10.157 0.055, e 0.91710 200 205 For-Sl:—l-inch-=-25-.4-mm,—l-foot=-305-mm,—l-lbf-=-445-N7'-I-psi-=-6 -.89-kPa. 2 -The fasteners must not be driven until the concrete. has reached a minimum compressive strength of 2,000 psi. The fasteners must not be driven until the concrete has reached a minimum compressive strength of 2,500 psi. '.Minimum edge distance is 13/4 inches (44 mm). 'Wood members connected to the subs -d for trate must be investigated compliance with the applicable code in accordance with referenced 'design criteria, for both lateral resistance and fastener pull-through. 50nly mechanically galvanized fasteners (with 'MG' in the designation) are suitable for'use with preservitive-treated wood, in accordance with 2015 IBC Section 2304.10.5.1 (2012, 2009 and 2006 IBC Section 2304.9.5.1) and IRC Section R317.3.1 (2006 IRC Section R319.3 Minimum spacings must be 4 inches on center or must comply with the NDS to prevent splitting of the wood. The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.6, as applicable. The tabulated allowable loads apply to static and seismic load conditions. 71 ` ESR -2138 I Most Widely Accepted and Trusted *' t,' 'Page 9 of 17 i 4A 'N TABLE 3—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO STEEL"2 t t TENER fiUMBER�.DIAMETER SHANhK „' MINIMUM MINIMUM � ° EDGE SPACING - - �ALLOINABLE:{LOADS I (b �l ,f,yy1��V10DEL '+l '3RiY y ri 3t K, s �(inch)� � , .wY G'I tffc- o `.y •fnr R y �6...r 1SGn�'' `i h'g s�"4 y --, .^ :.` �DIS'IANC.Et c�(nc es� � � ,� a•" � -�� �� �lf,.5s��fi•J _.�. uU'•fi-. . „ L'.'iSr`�..)� �Y!?•T�oA-��+�+i£'e�����j:.: i-�}�.e'��:C'+Fru1an���.G. ."L`... � 60Y� S "t i tj nh- 1' 'cR.4R.- b.' wze-"5';�. 'S ? 3mr5`21 -`F -•r.,' 7Yyd ,iJ" r"N-'.-,x h �, t:. P -�` ,�i ;SteelThickness' (lncr�'`tt6/<x th'�1? $I< k.. Load?Dicectlon°fgtFa� steneandThredaStuds "T_ens_o_ Shead Te�isio �Stiear Tension `S�iear3ensloitliea ,Tension She `'FASTENERS IN A36 STEEL i!`snfA/' L PDF XXX ' 5 ....4 ( ) l`V„' W •aH, $ E,H7 M, XXKxc -{}r7 f,}r,Ya^3j �' .�' �,.,. r. I�. r.+.�� "1j,T`+�Z' �. 6 �.y -'su ;` u�c r d Ydf MI."41 .},�'c'Y"•�'�i Y..F ..1 aJe"ie p 1 r �'.'�'� "i t cr r.'i"q Cj. �/Lntf C x Y �,.�':wp'{,'v.t'k VW" 3i•.t't`:' y� LC., 5 .q *i i re 7,'i '1! -1 �� iely;� l„r f , 7 a Ac 6.,py; .'c� +fit PDP WUCX �� a titin # IL { x i T- t €4ati � r n '` ti v 1 s ri 155y lam, a.,- 395 S` "{ ` a �� CMINE s�s3 LL 4d s r 4 1 j t/'`k� 1 Z Y 4 r s r1 'ri l.c i I s PDPV X)UCMGs��14 #PDP XXX'MGsy"fii'} g- a riya'9 c V; f. wu� t�R � c �• k� s , P d � x • '+ ,, '� r4 - R �,', �p ,°. jy�a1 'Cd 4 I .s"k M YfT�`';1. 1'~,; i i`i.AYI'�3'S+ 1 :' 'fTx- v 'i' , .tEfrG d, �ah.�`. t i tr y -,.$, ('y. ry8 4-NKhi 36'�ii pt}, �iY'''� �.T �' b �, •� 1 ti . X... ,a, J ^. ._, Y:Y::%�...., a .., 5.1,.?•Yv�a... i 3f4 Fyr PHN-YY PHN-YYK ` 0.145 0.5 i.0 t ::155'" 395 ` - - - - - PHNW-YY. _ kFD{'T{c aK-11064 ra$ T5 3ry4�a� Biu 4``x ,a7f?P; ^a �r�t°dn A�1� u`�dfi• f -p�7 �y ayr4 w#E i k?y_ e^PDPTK`r StF" vH_.:';� ,: x.. ,: •[ _ ? r 9 i _ t x ,,. ''c:. yY W ; PHNT YYK 0.145: 0.5 1.0 , 507 620 •2507 620 PD` •X0157" a 5• . r X 3 �7F r 4 1 .` 6 38 6 a63 PxDF�(X`)z�• ,w::�x�'�•, �f:".a ��7 ._ i ` PDPH-XX(X)0.177. PDPH-XXK 0.5 1:0 .. ` 340' 790 520 870 ' - - - - - FASTENERS IN A572 OR A992 STEEL ;� PDP �CXFC)� PDRA�(�X � 8 � �� x '"0. 'S7� '���� ` ?."�0�'S � �" fj ` ll '".. � 5� 42 '�'" t• 3'5° ;w'`• .-� •�65 ;; •��w x•2906 � ; -�� � B5 � .� 7ti5 B 1 - 27 X3556 ,.r THREADED STUDS IN A36 STEELZ P$LV3�XX(X),:. ti(7�)' �4'?OT.'`��'� �,•��1'�0 '� �1�5c.��, 270_ �7a�n: 68b�� .., �x1i120' �� - � �;"�,�� � ����e �"' PSLV3-12575K 0.205 ` 1.0 1.5 270' 930 8707 1130 - - - - PSLV4�XX(XjZZ(Z) ,�� .,`RM". �i'��' S ���U . a ��2U0� �330�+'r 4 4,20�� 3 °�i�6 0 � t ��t� �� MMM � ." r �� k..w,r, , For SI:' 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'The entire pointed portion of the. fastener must penetrate through the steel to obtain the tabulated values; unless otherwise noted. applicable. The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in r accordance with Section 4.1:6, Items 3 and 5,;as applicable.' Based upon a minimum penetration depth of 0.46 inch (11.7 mm). 4 Based upon a minimum penetration depth of 0.58 inch (14.7 mm), which can be achieved due to deformation of the steel base material. 513ased upon a minimum penetration depth of 0.36 inch (9.1 mm). Z r ° 6TThe fastener must be driven to whereat least some of the point of the fastener penetrates through the steel` µ a.: 'For steel -to -steel connections designed in accordance with Section 4.1.5, the tabulated -allowable load may, be increased by a factor of 125, and the design strength may -be taken as the tabulated allowable load multiplied a factor of 2.0. pby s _ CRANDALL ENGINEERING SHEET C,= OF 5448Merrill Mill Road JOB NO. Marlposa, CA 95338 Phone: 209-966-4844 DATE: Tc, t;)� �'o - Z�;tp-r � I 7 C, cc��cc>g5 L 4-kp SL (cp 0 �) r e" web stlh'eners required at ends. See Table Notes and figures on page 61. 1 w t �.INAM - -.t ,; tee- ,� a #tiIa �� :.'P Y N �FuL m4h 1 :, _ v. .cam R. OO � _. __" . a?�a_� � a,� ��� 4 � .. _ a _ r�� � � � �� i.. ExteriorA. .. .0 0% . " _ + -�_ .. to tyyeral Support of Compression Flange y " y s�LateralWppor6of Co resslo Flange�.!ppf r 2�:V,-i ^,� '+c'Eve"l�,,°%'.1�� I� `c ���. l.y,'wl"�.Ti�`'e,i d: .�.�MS•r],:. 2 �� 1 WteraP :upportiof CRmpiessi`o Flanges y �51�,��V ��$e 4n°°aUnsupported4"_�NBds 4 lJnsupoorted4�}�Unsupported43k ksq�€ ;I,;t Mdspan "4 r JolstSpadng (In}on center Joist Spacing{In) on:center Joist Spacing (in) on center; Joist Spacing (in) on center, Is"tpacing (in) on center' .JoistSpa61ng (Iii) cn center n 12 16,5- 24 : 12 ,<:16, . .,24 . .. :12 :' 16'-` .24.` 12:+, x,.16-1. '`:`24' 12 `r. ' 16 ' 24 v 12 • ;16>;: 24 250S 137-33 33 7-7- 7-0- 6'2" 8'9* T11' 6'11" 7-2- 6-7- 519, 8-1- 7-4- 6-5- V9. 6'2" 54' 7'8' 611. 510' e 2505137-43 33; .8'4"-:, T8"� 6`.10', .96 B'�7 T6°,.:,' "'6;3' '8'1'- T'10' T.2°, 'C�a6,4. .%8'.10'' .8'0,- TV -TV -.•:6'10°. ':5'11',"8'3' T.6' •.6'7°' 2505137-54 50 9' 1' 8' 4' 7' 5' 10' 2° -*8'6- 8' 6° 7"10" 7' 0' 4;5' '8' 7- 7' 6" 8.1. TY 6'8" 8'10" 8'1' 7' 0" ' '2505137-68 '56 TV •. 4.2" - 8':2' •. 10' 0' ,; '9;,10 °8''T 9'5°; s `; '8`7° ' ' 7:8°. _ =10':0''• ,9 1 .; '8' 0° ,. 8 :_ 8''11° "8' 2° 74.3- : IVY ' - ;8',71 ,T.6" 2505162-33 33 8'9' 8'0" TO" 9'2* 8' 4- 7-3- 8-2- 7-5- 6-5- 8-6- T9' 6-9- 7-8- 7-0- 5' 11" e . B-0- 7-3- 6' 3" e 2505162-43 331 9'6' 8'9' . 7'8' 10'0° - -9'.1" 7'-11' 8.2' T1• 9'3° 8'5" T4".: '8'5° ., 7' B'' 6'•7° 8'8' ,7'11' 6'11° 2505162-54 50 10'4" 9'6" 8'6! . 10' 8" 9.8. .8.6. -[8'.11°; 9' 8° 8'11' TIO" `911' 11° 9' 0" 7' 10" 9'2* 8'6* 7-5- 9' 4" ' 8-6- 7"5' 250Si62-68 50 11'4° 10'4' 9'0' 11'5° 10'4" s9'0` -t a 10'7° ` 9'7" B'5' •. .10'7°. :9'7" 8''5" 9'.11" 9'0"• ,T.11' 9'11" ;.9'0' T11" 250S200-33 33 918" . 8'10" T7" 9'8' 8'10' .` 7'8* 9'0' - 8 2' 6'11' a 9' 0" 8'2* 7'2' a 8'6' 7'7' 6'5'e. 8'6' T8* 6' 7" e 250S200-43 33 10'7* 9'7'8'4* .°. , . *7"_ ' 9' 7" 8' 4",: 9' 10" .. "'8''11°,` T 9' ... 9':10°, 8' 1T Tv ' ' 9 3• 8' 4•, 7-4- W 3•; ..8' 4• v . 7: 4° 2505200-54 50 11'4" 1013. 9' 0° 11'4* 10' 3° 9' 0" 10-6- 9-6- 8-4- 10' 6' 9'6" 8' 4- 9' 10' 6-0- 7' 10' 9-10- 9-0- 7-10- 250S200-68 50 ' • 12' 1° 11' 0° 9'7' 12' 1' 11' 0' 9' 7" ' 11-3- : '10' 2° .8' 11" ". '11-3- 10' 2' • 8' 11° 10'7' 9'7' 8-4- '' ' 10'.7" !9' 7° ' 8' 4° ` 3625131-33 33 8-4- T9* 6'11' 11' 4° 101" 8'6" a T10' 7' 3" 6'6* 10'4' 9'2" 7'8'e 7'6" 6'11' 6'2* a 9'7" 8'6' a TV e 362S137-43-.33 ?=9'1° 8''5' •7'6', 12'6° .11'4„ 9'B"_,,TB7, T•.11". T'1: ;,11T 105„ 6':,10; _8"2°'`' 'T6'` •6'9'_.'„10',10'."+96 '.'8',2-V 3625137-54' 50 9' 10' 9' 1' 8' 1" 13' 6" 12' 4" 10' 9" 9' 3- 8' B" T 7' 12' 7" 11' 5' 10' 0" 8' 9" 8' 1" T 3° 11' 10' 101' 9' 5" 3625137 69 50 , =10'9',;. 91,1' = :-6'10 , : 14.6". '13'2 w a`11'i6 10;1° 9'3'1:° ..63 2.. =.10:8 .,9=7. 6'10' `.7;10,':, .:.12<8' .. 11;6' :10'0° 362S162-33 33 9-6- B-10' 7-10- 2'2' 11' 1' 9'3"e 9' 0" 8' 4' T4* a 11' 4° 10' 1 ° e 8' 4" a 8'7' T11" 6' 11' a 10' 6" 9'3' a 7' We 3625162-43 `••33 . , 10'4° .. •9'.7""'' xB,7°' '"133° ' 12'0 x10':6 x 9'9- 9' 0,%', 80;' :'124-. V 2 :9`:8.. :'913'; -:8`-7° 'T .11'.71,, `•10'8°x= A -1 1'Y 362S162-54 50 11'2* 10' 4' 9'3' 14'2" 12'11* IVY 10'6" 9'8" 8'8" ITT 12'0' 10'6' 10'0" 9'T 8'3' 12' Y 11'3* 9'10* 36251626&.,50+, 122,.•;;11.3 '100,)+:4152 1310,,; 12;1 `; 11,:5°t. :106,:,~'95 141,1,.12,10 10';10.}'10.0 `_611 „1334^';121,•, 10,6"'i 362S200-33 33 11' O' 10'1* 8'10* a 12'10* 11'8' 9'10* a 10' 4" 9'5' B' 1° a ,,.;11''2 _ 11'11* 10'9'e 8'9'e 9'9' 8' 10'e 7'6'e 11'3' a 9'10'e 8'0. e. 362320043%>33; -170" Y112:%': 911:;• 140 1`,.12'9.11-1,x. '11.4'. ,10r6" 92_ '`4130; s 1110 *;10'4 10':9° 9y1°;, �88:�'. 123,;, 362S200-54 50 12'11' 11'11' 10'9' 15' O" 13'8' 11' 11' 12'2* 11' 3' 10' 1" 13' 11' 12'8* 11'1" 11' 7' 10'9' 9'7* 13' P i I'll' TY 362S200=68 50-- .14`1' ` 12' 71° 11'•7'_ 16'1',' 14'.1",,- x 12''9 ,, FIT'2° ' 12';2° ' '10'10`• '14' 11- - 13.7 11'.10°' =_12,V � 'IT, r 10' 4° `' 14 0 ' `72'9' - .'1102° 4005737-33 33 8-7- T11" 7' 1. 11.9. 10'6* 8'11'e 8'1" 7' 6° . 6'8"e 10'10' 9'7' 8'1'e 7'8* TV 6'4"e 10' O' 8'11'e TY e 400$13743 .:'.33:' :.ig'4".,'_13 0 n z7]'9- _ 10x7,." ?56.9_': a$ 1,;,Cr.7,3; 12,0 ."T .10.10 , 9 3 11,.': •- 11;3 , 4008137-54 50 10'1' 9'4" 8-4- 14' 3' 13-2; 11-7- 9-6- 8-9- 7' 10' 13' 5' 12' 4- 10-9- 9-0- 8-4- 7' 5' 12' 9' 11'7* 10'2" 400-137$8 :?.50 _, ' '11:0°, •�"10 2'. ; 9 0 ; -;15 4}. ;14:2, ;, _12 5' 10:4°yr' y.9 6 :r;,y6;5. 14 5,, ,;L13 2;•. ;1T 8,, ._4Q,,10�9,Or,� _ 8 0. 13:6.. .10 10'c 4005162-33 33 9.9. 9' 1' 8' 1' 13' 1' 11'7" 9'9" a 9'2" 8'6' " 7'7'e 11'11* 10'7 a 8' 10' a 8'9" 8' 1' T2' a 11'0' a 9'9* a 8'1* e 400-162`43 ;33;;,,. 10'7°•�`;91Q_'-"+81Q `-_'144 :13'0,?x;11:,2 ; ,;10:09''3'. `:,.6:3 "B X133° -,12;0 `.,10'2,:_ 9`6°: 8'10"- ,7.10. 12'6"� ,112 ;9"5°'e, 400S162-54 50 11-6- 10-7 9-6- 15 4 13-11- 12-2- 10'9'-'-10 0 'll' 14 3 12'11" 11'3 10'3" 9-6- 8'6* 13 5 12'2;10'7' 400-162 68v 'S0 = 12 6 11 6-, v 10 3, 3;:16 5 14';11 1340-� 109 t ,9, 7 = 15.3 ' 13-10" 12'=1 111;1° 10 9 r2'-., . 14 4 40OS200-33 33 _ 11'4' 10'5' 9'2'4 « 13'10° 12'5'4 10'4"a _11.9,; 10'8' 9'9" 8'5'4 12'10' 11'3"a 9'3°a 10'1' 9'2°a T10"a 11'10'4 10'4'4 8'6'e 406-20043 ;133°_ 12>4° il'5"'-"-102.,A':151. 13'8 ?_ :12'10 11:T _109.,µ 96,:, x;'140 - '129 ,;11.':1 e_, 11':1°_ 10'!24, 90,_=. 132 ',120. 103'e' 4005200-54 50 13' 3' 12' 3' 11' 0' 16'2' 14' 8' 12' 10° 12' 6° 11' 6' 10' 4° 15' 0° 13'8' 11' 11' 11'10* 11' 0" 9'10' 14'2* 12-10- 11' 3" 40OS200-68,-'50 145 11" 0!' _15'9,";13:9;° ,13,.6;"126'" 112°,;„ 16,1. 1;14]' 12'.9 y12'.;10.11'10';`,_10;TK 152 ,1;13,,9 ?112'0° 4005250-43 33 14' 0° 12-11- 11-4- 15' 11' 14'5- 12' 7" 13' 2" 12' 1- 10'5" 14'9' 13' S' 11'6* a 12-6- 11-4- 9' 9' a 13'11' 12'7* 10' 6' e 400-250-54 -50-',,' 15' 0'': 12, 6 T 17 1 ;15 6 t 13' 6 14_2ss, "r. 11 9.. `{'1510",. _!14 b � 12'.1 13<6° 6 'x 11 1,,w " 14_11 j3 6 ;11! 10' ; 40OS250-68 50 -13'.11°,'.' 16'3* 13' S° WY 16'7' 14'6" ,13 ,1°. 164' 14'1* 12'8' _ _ 70' 15' 5' 13'6' •<12 W7' 13' 5° 12'0' ;R , r TO' 14' 6° 12'8' +6005137-33'. 33 ."9'49- 8'-2^ :e . 13';11' ;42' 9 e 11':1°,e 9, T , 8.7° , , 7 8 te? .';131 e . 11'.10 a _i10'�2 a 8';10' - 6 2 6005137-43 33 10'6' 9'9* 8.9. ITT 14' 0" 12'5" 9'11*. 9'2' 8'3' 141' 13' 2' 11' 6;e 915, 8'9' T11' 13'7* ITS" 10'9* e 600-1,37-54;r 50.,',. 11'3°:" 10'5; 94 ; 16 1 14',11 13 5 9'•10', 8 1Q,: 152,;- J4.1', 12'18 1011,1=9:4 t, 5 ,.; 11,14,6.; ' _72 •P, 60OS137-68 50 ITT 11'3* 1010. • " ITT 15' 11' 14''3' ,,10.7°, 11' 5' 10' 7' 9'5" 16'2' 15' 0' �13' 5" �8 10'10' 10'0* 9'0' ,13,5 16 5' 14'3' 12'10' 600-16233_-33': `.11'2'; 104,..',9.4 e_ �.16D:e'.14':8 a 12'8",e ,10,:6'. 9.9°e,. 810'e' ",141.1'e `'13.7 a 11'7 er _10:0'„9;4e: 85 e;,'141.,e, 128Ye10`:9`_e. 600S162 43 33 12-0- 10 0 17-3- 15' 11 13'11"e 11W 10-6- 9'5' 16 2 14 10 12' 10 a 10 9' 10 0° 9 0 e 15 4 13 11 a 12'0"e _ 600S%6 54'`'.50 11 10_ ;' 0 B 4 1T,-0 f5 4 � ,p 12x17 11 2-%' 10 0 17 4 ` 1 r�:14' 5 11;6' 6%Z8';w 6008162-68 50 .12'10': 13 10' 11 5" _:.18 �, 19'7* 18'2" 161"._`13V 12'0' 10'9" _ :18 18'6' 17 1 15'4' _4M. 12W 11'5* 10'3* 17'7' TY 14'8* 600-20033; 33,12,11z�120,e„x]0.10-e 1711,ex.i6_2e,;139e, 122- 114e=10�,e. + Y13' 166 e':148e 12.¢e, 11:8;:e 1010 855'e - '135e.;10,11�e 417' 6000200-43 33 13' 10' 12'10* 11'7* 19'10" 181' 15'8' a 1' 12'2' 10'11* a 18'6' 16' 9' a 14'4* a 12'6' 11'7" 10'5'e 4° e 15' 8" a 13'1* e 800-200,54 ` SO.i' 14,10'' :1318,_ 12 ;;},14 •_-21 3 ;19'_9,_ x;17-7„ 13„11' 12 11,.W, 11 7x--:20 1 •: 18 8 - 18 4 '21'5'19 13;3,', „x;12;4 _„11.,1-, } `19 2 ,t 17.7„„ +,f15'.:2.°,y 6005200-68 50 15 11 14'9' ITT 22'8' 21'0 18'10" 16 0' 13'10' 12 5 10 17'6 141" 13'2" 11'101 20'5' 18 10 1616' 800-250-433= - .15�'=142te`'"21 7 _194 e-16 8-e 4;11'--43 10 12 5 e w20-111, e„ 151A 23:2 e�L]0_e• ,g13 eTrz16 5 e3_5_;e, 6005250-54 50 16' 10' 15"7' 14' 0' 23'3* 21'1' 18'5' 1610' 14'8' 13-3- 21'7" 19'7* 17' 1' 151" 14-0- 12' 7' 20-3- 18-5- 15' 7- 6005250-68 150' `.49'"' >16':8";'-'" 75'0. _4 I tv,422KVAU:,*�W, 17.•0'<<<- 15`9''�'�,149. ;23'.2.x:'%+21 0''=x.18':4,:: 16'.2 a150.'`i��13.5.,,= 21;9;�ni19.9..,i1T3°%s 800513733 33 107e 910e 89e 150e 13'11',e 124°e 100e 93e Bae 141e 130e 115e 96'e 89e 710e 135e 124e 10.8e 800513743 '33-.11,0j, 8003137 54 50 ~ 107 97 r 12'2' ITT 10'2' ]65 - f`.137 ez 17 6 16'3 14'7" '109 '100 790 11W 10'8' 9'7* ,155 +;;,143 12'8'e 16'6" 154' 13 9 103�"*96 87 a 10 11 10'2' 9 1 146 4 j37 a 120 e 15'9' 14'7" 13'1* :800$13768 150; 131,:; 121>,. 1010 X187 '1_7;3_ 158 124'F 115',2 ~_x`177 •163 >�147 1];9°� 10:10,98,169 BOOS162-33 33 12'0'e 11'2"e 10'0"e 11'1'e 13'9'e 11'4'e 10'6°e 9'Se 16'0"e 14'8°e 12'8°e 10'9°e 10'0'e 9'0'e 152'e 13'9'e 11'9,e 800§162 43-33 13 :0 ` 1216:, __,1,73. 154; a 12,"k10,:3 e _ 17 8 x 10,11 9 9�e,; 118 6,e15Y4 a13_4es 8005162 54 50 800-162 68 50 13'10* 12'10' 11'7' 14 11„�`' `13.9: 2010. 76 8 198,, 17 8 1311.12 1 10 11 14 O r ,12,:11 w'.� 11 7,T ._ 18 10 17 6 15'8* 20 0 12'5* 11'7'. IO'S' 18-0- 16*8' 14'11' 19-1 ':1T,8' 800-20033 33 141 a 13'1'e 11'10°e -,_ 20'1' 15'5°e 13'3'e 12'4'e 11'2'e 18'7'e 16'7°e 14'7°e 12'6°e 11'10"e 10'8'e 17'4"e 15'5'e ITO'e 6005200 43 ,,33e r1S 1-, 14 0:; s12 7 e , 21 17 „- 20?3 a 10, a x 14_3'. X13 3; ,11 11 e. '30 7; a .,18;11 a 16" . :13 '7, -_ 7, 1Y., 5:e,' 9 6ge 1-102 e:15"r3';e' 800-200 54 50 16V 14 10.13 5 ,_17 23-2- 21'6 19-5- 15-2- 14 0 12 8 41 10 20 4 16'4 14'5 13-5- 12 1 2010' 19'.51 17-6- 800-200681`50' 172'<< 1511_='= 14.3.'"24.7.' 2R'10 ..-:20'.7.:16:2'. 6 150-==135_ _ :233 :216- •'19'5. 15':5°}$. 143`.-..1210•%�222i`'_20.7 e" web stlh'eners required at ends. See Table Notes and figures on page 61. 1 w t �.INAM - -.t ,; tee- ,� a #tiIa �� :.'P Y N �FuL m4h 1 :, _ v. .cam R. OO � _. __" . a?�a_� � a,� ��� 4 � .. _ a _ r�� � � � �� i.. CRANDALL ENGINEERING LJ 5448 Merrill Mill Road Mariposa, CA 95338 Phone: 209-966-4844 SHEET f5 ``OF JOB NO. DATE: b� .4-�� � L 4 ,=r-/ : • Screw Capacitie's Table Notes 1. Capacities based on AISI S100 Section E4.-6.. Pull-out capacity is based on the lesser of pull-out capacity in .2When connecting materials of different steel thicknesses dr,' sheet. closest to screw tip or tension strength of screw. tensile strengths, use the lowest values. Tabulated values 7. Pull -over capacity is based on the lesser of pull -over capacity for assume two sheets of equal thickness are connected. A.sheet'closest to screw header or tension strength of screw. 3 .Capa'citiei'are based on Allowable *Strength Design (ASD) and .8'•-Valuesare for pure shear or,tension loads. See AISI Section E4.5 include safety factor of 3.0.,, for combined shear and pull -over. 4., Where multiple fasteners are used, screws are assumed to 9. 'Screw Shear (Pss), tension (Pts), diameter, and head diameter have a center -to -center spacing of at least 3lam times the nominal-',, . are from CFSEI Tech Note (F701-12). 7 di eter (d). 10 Screw shear strength is' the average value, and tension strength I `?5:1 "i- v is the lowest value listed in CFSEI Tech Note (F701-12).. -Screws are assumed to have a center -of -screw to edge-of-stee 'dimension of at least 1.5 times the nominal diameter (d) of the screw.. 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Allowable Screw Connection Capacity (lbs) 'Weld capaaty for inatenal thickness greater than a io"requires engineenngjadgment to determine leg of welds, W7 and W2. 118 0.1242 50 65 il_4 140 SS F ss". P 195 _05:',* 45 54r 548 Bil 6111! _t777 777 444 T,*75 J 775 _I` FI 10`16 KIM MIR, er Ut r. !j NI ydr. P I A 18 0.0188 33 24 84 .48 29 84 52 33 105, 55 38 105 4. Weld capacities are based on E66 electrodes. For material 44 127 _33 ',:33' __44.:_ M.- of the length of the weld. EQ E2.5-2 and E2.5-3 was used. AllotyabL-Alleld CaDacitv I 2-7, 65 905 1566 985 1202 T 06713 Sit r. 30 0.0312 33 ••-33 95 �--,-12TKI, 140 103 ��-�,43' 4 14'0 % 5 118 63 127 73 - 211 3� ,.-,0.0346 -:33 45: .,S 65 1269 1269 :'195 20 43 0.0451 33 45 214 79 244 -94 145" 109 345 280 124 345 302 144 415 _-:54. �,0:0666_ S3 M.A X118 -195 394 3;t. 6.8 0.0713 33 45 214 125 .195 523 173 386 557 196 545 600 227 656 97 -,,V'1W7 �33','--- .467--I'._- 1"-,'.140 ••�0777 _149 8 i� .'2• 6' 118 01242 33 45 214 140 1 426 19F 548 301 386 777 342 775 1.016 396 1.067 '154 i-_-, 0;0566 J95'��.,JC;534,j'_ -�:19V_*! ',,1.386t ..569 -; -,.-`..d,225 -. 4,26V;t 68' 0.0713 50 65 21 140 140 426 195 195 1 548 249 386 777 284 775 866 328 948 140 426 'Weld capaaty for inatenal thickness greater than a io"requires engineenngjadgment to determine leg of welds, W7 and W2. 118 0.1242 50 65 il_4 140 195 _05:',* 45 54r 548 356.-, 366' 366 _t777 777 444 T,*75 J 775 _I` FI 10`16 468 ,'� 572 A:-0�67 1.067 864 544 A 6-,45 - Weld. Capacities Table Notes 1. Capacities based on the AISI SIOO Specification Sections'E2.4 for '6.' Transverse capacity is loading in perpendicular direction of the fillet welds and E2.5 for flare groove welds. length of the weld. -412. When connecting materials of different steel thicknesses or 7. For flare groove welds, the effective throat of weld is -- tensile - --Je-th- - - - - I tensile sfrengtft, us e lowest values.. -curf5ervatively-2f5sumed-tcFtye-less-than-2t. 3. Capacities are based on Allowable Strength Design (ASD)'. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, 4. Weld capacities are based on E66 electrodes. For material - E2.4- . 2, and E2.4-4 was used. thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes .9. For transverse fillet welds, a minimum value of EQ E2.4-3 and may provide best results. E2.4-4 was used. 5.. Longitudinal capacity is considered to be loading in the direction 10. For longitudinal flare groove welds, a minimum value of of the length of the weld. EQ E2.5-2 and E2.5-3 was used. AllotyabL-Alleld CaDacitv 'Weld capaaty for inatenal thickness greater than a io"requires engineenngjadgment to determine leg of welds, W7 and W2. Long i1i nn ,e sverse 43 0.0451 33 45 499 864 544 663 6-,45 - 68 0.0713 33 789 1365 859 1048 54 0.0566 50 65 905 1566 985 1202 06713 t 'C 97 0.1017 50 65 1269 1269 'Weld capaaty for inatenal thickness greater than a io"requires engineenngjadgment to determine leg of welds, W7 and W2. CRANDALL ENCINEERINC SHEET !� OF tt 5448 Merrill MITI Road JOB NO. Marlposa, CA 95338 /1 b Phone: 209-966-4844 ' DATE: L0 1 Viij. 90 c I 11M NOR, M-41'reir lwg� kg:g gj�a f�6cfhY� fro g. m., 4 a 34'1". 11.11-i'MIM1111% RP M ED M I nesV..tA!p W F. 11*�Fn�;f'§,' lip Va IN LIJ W, p@i 4M 600T150-43 0.0451 0.405 1.38 2.072 0.673 2.261 0.073 0,424, 0.474 9.36. 137.7 0..275 0.504 -0.680 0.437 2.398 0.920 60OT150-64 0.0566 6.509 1:73 -1611, -.0.843 66 2JU 91. .422 A .1.890 2;473 0.689 - 13:62 2728- 2.400 0.609 :18.24 2728 -0:543 0.632 -4675 ,0:434 2.401 0;921' 60OT150-68 0.0713 0.641 2.18 3.309 1.059 2.273 0.113 0.419 3.262 0.963 19.03 4347 3.162 0.891 26.68 5350 1.086 0.797 -0.669 0.430 2.406 0.923 600T750-97 0'.1017 0.913 -3.11 4.778 1.504 :2i288 0.1156 :,0.413 4.778 1.504 -2.9.71 7359: 4.778.. -1.444, 43.23- 10885 3.148. 1.138 4656 0.421 - 2.415 0.926 60071 50-118 0.1242 1.115 3.79 5.886 1.829 2.298 0.186 0.409 - - - - 5.886 1.829 61.64 13539 5.730 1.389 -0.647 0.05 2.422 0.929 60OT200-33 0.0346 0.346 1:18 1.91 . 3 . 0.622 2352 0.126 0.604' 1.542 .0.333 .6.59 -622 - 0.138 0.847 -1.048 A655 �3:645 0.843 6007200-43 0.0451 0.451 1.53 2.494 0.809 2.353 0.163 0.602 2.076 0.565 11.16 1377 - - - 0.305 1.098 4.044 0.652 2.643 0.844 60OT200'54 .0.0566 0.565 1.92 3145 -1.015". 2. ' 359 -0.20 A600 2.759 0.759 15.00 2728 .2.641 0.717 21.48 2728.' 0.604 .1.381' -1.038 .0.649 2.646 0.846 6007200-68 0.0713 0.712 2.42 3.990 1.277 2.367 0.254 0.597 3.696 1.034 20.42 4347 3.540 0.973 29.12 5350 1.206 1.746 -1.031 0.644 2.650 0.849 .6007200-97 0.1017. 1.05 3.45 .5373 7:816 .2.385 0.354.. 0.591 5.758 1:667 32.95 7359 5.558 1:568. 46.94 10885 3.499 2.510 4;016 0.635 2.659 0.854 6007200-11B 0.1242 1.239 4.21 7.122 2.214 2.398 0.426 0.586 - - - 7.122 2.051 61.42 13539 6.369 3.083 -1.006 0.628 2.665 0.858 600T250-43. 0.0451 0.496 1.69. 2.916 0.946. 2.425 -0:303 :0 ' .781 2:269 .0:50 11.13 . 1377 - 0.336. -2:004 A.436 0.878 2.925 0.759 6007250-54 0.0566 0.622 2.12 3.678 1.187 2.432 0.377 0.779 3.0140.794 15.68 2728 2.881 0.732 21.92 2728 0.664 2.523 -1.430 0.874 2.927 0.761 60OT250-68 0.0713 0.783 2.67 -4.676 IA95 i-442 - 047.2 0.776 4.065 . 1.685, '21A 4347, 3.871 'iO* - 30.46 5350 - :1.327. 1 3.1 . 98 -1.422.. 0:869 2;930 0.764 60OT250-97 0.1017 1.117 3.8.01 6.767 2.129 2.462 0.662 0.770 6A41 1:775 35.08 7359 6.158 1.656 49.58 10885 3.849 4.616 -1.406 0.859 2.938 0.771 60OT250-118 0.1242 1.363 4.64. 8.359 -2.598 2.477 098 0.765 8.306 -.2.343 46.30 8936 7.990 2.188 65.51, 13539 -7.008 ;5:666 A.394 0.652 - 2.943 0.776 8007125-33 1 0.0346 0.363 1.24 2.895 0.711 2.824 0.036 0.313 2.441 0.407 8.03. 465 - - 0.145 0.456 -0.439 0.294 2.875 0.977 :BOOT.125-43 0.0451. 0.473. 1.61 3.773 .0.924 2.824 :0.046. 0.311 - 3.484 0.640: S65 1030 0321 -0.58.9-,-0.436...0.292 A.977 8007125-54 0.0566 0.594 2.02 4.745 1.158 2.827 0.057 0.309 4.668 0.940 18.59 2039 4.426 0.824 24.66 2039 0.634 0.735 -0.432 0.289 2.877 0.977 '80OT125-68 0.0713 0.748 2:54 5.998 1.454 2`:833 .0:070. 0.306' .5.998 1.35 . 6. 26.80' . 4087'. -5.9 1 56 .1.216 1 36.39- 4087 , 1.267 0.920 -0.427 0.296 1:881 0.978 8007125-97 0.1017 1.066 3.63 8.613 2.062 2.843 0.096 0.301 8.613 2.062 40.7 .4 8843 8.61 3 2.062 61.72 WiM 3.674 1.266 -0.417 0.279 2.889 0.979 .800T125nllg- OA2Q 1.301 :C43 .11 569 '2:506 . Z 50 .8 .- 'AI'4� -01 - 10.569 `1 . W . �621 -16235: - . 1 B. 1 688 1 . .� �5 67, 4,410:,'0274; '1895 !0.980 800T150-33' 0.0346 0.380 1.29 3.180 0.781 2.891 0.060 0.397 2.569 0.04 8.18, 465 - ., 0.152 0.751 -0.588 0.388 2.977 0.961 .800T,150-43 046451; q.496, AM '_.:4.144 '1:015. 0: ` 6i�§ Q771j%r _ §� :3.66§ 01655., --.12196 . . , i0k.-. ',Md6- ' 0.584 .,-OJ8e, -2:976.,0:961. ,0;972:_ 800T150-54 0.0566 0.622 2.12 5.214 1.272 2.896 0.096 0.393 4.976 0.96919.15 2039 4.692 0.844 25.27 2039 0.664 1.215 -0.580 0.383 2.979 0.962 .600T150.6B ATO'13 'i&763_ 2.67 6:5 . 94 '1.412r 27. 91. 0 1 4 87. . 6:361 -1.255 -37.58, 4087.; .3�7 -J:� 6 �5::.0.3 j 79_2.984 0.963 1, . 80OT160-97 0.1017 1.116 3.80 9.479 2.269 2.914 0.165 0.384 9.479 2.269 44.83 8843 9.479 2.192 65.62 10885 3.849 2.162 -0.564 0.37 1 2 2.99 1 3 0.965 800T150-118 O.S42 I.M A64 41:61 _�';2.766 i-.923 -fOJ97.,.,'..O . :380J,., AI.W 2.760 93.00,. 1623.5� 636 -'2` 4,1627-4. !999:;0966 80OT200-33 0.0346 0.415 1.41 31749. 0.921 3:005 0.135 0.571 2.788 0.424 8.37 465 0.166 1.638 -0.917 0.589 3.194 0.918 8601260--43 0'.0451 0;541 1:84 4: *887. IAQ7. ;�006,',.0475 0;569 A043 6.67,6 - �i 3:35*� - 1 03Q.. ::046T. "2_12-4i". 80OT200-54 0.0566 0.679 2.31 6.152 3.0.1.1 0.218 0.567 5.505 1.009 19.93 2039 5.149 0.871 26.09 2039 0.725 2.664 -0.908 0.584 3:196 0.919 60OT200768 '0.'0'713' 0154 '2.91 -1.50l.. !7.786 1.888 "109- A.272 -A.564-- UN 1406 - :2945 4087 7.051 UiO 3922, 467 .1448:- `3.357* 4.662- �0.580, lki 0.921 8007200-97 0.1017 1.218 4.15 11.212 2.683 3.034 0.379 0.558 11.176 2.491 49.22 8843 10.833 2.347 70.27 10885 4.200 4.792 -0.889 0.571 3.210 0.923 T00T200118 s0,1242 .1.46ft, :.566 -.13.765 .3:289__3045 OA55--4,0;553' - . , . .7t'-- -1 3.785 "1059 91:�R: 16235 7646 '5:854; =0;879•_0565 0:925 80OT250-43 0.0451 0.586 1.99 5.629 1.380 3.100 0.326 0.746 4.593 0.739 14.6 1030 - - 0.397 3.877 -1.274 0.801 3.433 0.862 80OT250-54 c0:0566 .1 . 0.735- . ... -,i:50-.. - 7.060- ,:5.0W` - . _1730;1:3.106:1 -:--0.'407,., 1193 `2-157. . 2'039 S816 0:959. 7- . 26.7.1. 20W :0.7,85 *870' �0:7 8 3:436 0:864 9 8007.250-68 0.0713 0.926 3.15 8.978 2.177 3.114 0.509 0.741 7.917 1.648 32.57 4087 7.588 1.560 1 46.72 4087 1.569 6.151 -1.261 0A6 3.441 0.866 8007250 97 .0.1017 4.49 4:.--3:098: 12:944 `3132 '1 .,.,q.735: 12.361 2:641 ..5219 :8843.: 1102 1.48, 7 .74.47 -1088 ''4.55k. 1247 .03.84, :3.450 :0.869 800T250-118 0.1242 1.611 5.48 15.930 3.777 3.144 0.860 0.731 15.822 3.448 68.14 12009 15.272 3.248 97.26 16235 8.285 10.807 4.236 0.777 3.457 0.872 1000T125-491' -0:0451 A50 192--.,67 0 ::`0:047 .'0:290 . -A.290- -..,5.886: '0.819' %10�19 i,82Z-, .31 � .25 4 81-1_0.973,' -0.3?,9. A 9 ,.3.464 :0.988 1000T125-54 0.0566 0.707 2.41 8.333 1.634 3.434 0.059 0.288 7.960 1.216 24.03 1628 7.479 1.055 31.59 1628 0.755 tii2 -0.376 Oli6* 3.466 0.988' 160OT125-68. A6713 0.890 3.03 10,522 '2:053 3 438,-4673' 4:2168, .16.452, 't*l::, `35.19 '':3261. 10.1-55 4.5 1 . 1 . . . 1000T125-97 0.1017 U69 4.32 15.077 2.912. 3.447 0.100 0.280 15.077 2.907 57.44 8843 15.077 2.753 82.42 9507 4.37 5 .0. 2.123 363 3.477 0489 10007125-118. 0.1242 .1.549 5.27 •-i$A71 3:540 3453 6.118. -0:226`I8.471 -3 535 ; 16.85 '.16295 `7986 :k' I000T150-43 1 0.0451 0.586 1.99 7.207 1.419 3.507 0.080 0.370 6.195 0.837 16.54 822 0.397 1.612 -0.513 0.345 3.564 0.979 IOOOT15M4 -0.05i6 4J35: 2.W .9:061, '" ,� ij7T -.511j, 6' -, 3 .., 6k'-,,, 410 , _Q.;� '8;430 42i;? ,'1.079- '1.860 1: qTS' -..'32:29' ,'1628,; I - _._. d;fW_.,j.Ik ... ... - , : I—- _%d� "-4. - P� P?J;�67, .-9;98 _ Q 1010O.T.150-68 0.926 3.15 11.445 2.233 3.516 0.124 0.366 11.342 1.846 36.48 3261 10.774 1.621 48.53 3261 1.569 I . IF".. 2.522 -0.505 0.339 3.571 0.980 10007750=97 - --0.1017: .--tiio 54' .4643 ili413-_j Z902 - , 0 ;, 1950T 307 1000T150-118 0.1242 1.611 5.48 20.121 3.857 3.534 0.204 0.356 20.121 3.852 115.32 16235 8.285 4.307 -0.488 0.328 3.585 0.982 10007200-43';0.6451 . . •b,4 4.15- `436 1 22 aki `717.6i 22 3*5 6 J- ' 166`-_0.953,�" 4 :813:., 0: 3 -1'000T200=54-0:0566--0:792-2:69--10:516-2:062-_ 3-.6ifS-O-.228-O.-537- -9'.231-1-.295-25-.60-1628- -8-.560-1:111-33-.26-1628- -0.845-4.-43'4--O.809-0:531-3:772-0:95,V �ioO,D,T,2,0*,D-68..-,O.,0,71-3,12 ,t000T200-97 4 51 M ` 1cAM i6 '1 �d 6 Ii 5". M.'' 0 42 3261 -1. -_ 3:776 2A 55 0.101,7 1.4,22 4.84 19.087 3.686 3.664 0 . 397 0.528 19.031 3.427 67.72 8843 18.583 3.081 -:, 92.25 9507 4.901 7.924 -0.791 0.519 3.786 0.956 �Odbti�U-�1'8 . 01'2_42 3 IJ C' _.',5':91' i�,C -H 3; :2 2 4Z2 �4 5. 83F��,9;5.4:1' 3'.Tq3',4;957 1000T250-431 0.0451. 0.676 2.30 9.515 1.873 3.752 0.344 0.713 7.172 0.376 17.32 822 0.458 6.477 -1.147 0.737 3.987 0.917 -10DOT250-'54' V.b5M 'b.'8_4-8* -2:89', ..; -, , :-01 -1:13 M Z.. 3,3,;8- Q.- 114 I_ -f#: _PI. b,,:d 918 -0_734 Lrz'l'--- 1000T250-68 0.0.7.13 1.068 3.64 15.138 2.954 3.764 0.536 0.708 13.578 1.997 39.46 3261 .. 12.708 1.726 . I- 51.68 3261 _Fk� 1.811 . - ...; 10.240 .1.135 0.730 3.995 0.919 AOOOT25D-97- 01017 .. 8 31760 4203',; 5� '26.538 _ 18431,-, �2 I 9507- ..0 .54 F2'1; 100OT250-118 V.iW 1.860 6.33 26.723 5.122 3.791 0.905 0.698- 4.721 93.29 13189 25.721 4.422 132.38 16235 9.562 17.858 -1.112 0.715 4.012 0.923 12qQT..IZ5-54:I.`-'O:O .5 66�-. .8• ;-0' 20, 2.7 9--876 820- 1200TI25-68 0.0713 .1 .033 3.51 16.826 2.747 4.036 0.074 0.268 16.246 2.206 43.60 2713 15.686 1.934 57.90 2713 1.750 2.270 -0.329 0.227 4.059 0.993 _H.472 076J 6-60 kk A �2 W1, . 9 1200T125-118 0.1242 1.798 6.i 2' 4.740 4.049 0.121 0.26- 29.472 4.490 134.44 14434 9.243 3.812 -0.316 0.218 4.070 0.994 12007150=54'• -0.0566• 'jD;8`4' 8'.'-*� '2'. 8-9`-._ 4:'3i8"-�'JI.#i.-*- 354 1 2:02D -21-,313� - ` 0- - - _b�i` 9.31 :0 ��O 88 .9 12007150-68 .0,0713 1.068 3.64 18.148 2.963 4,121 0.127 0.345 17.568 2.281 45.08 2713 16.566 1.987 59.48 2713 1.810 3.795 -0.450 0.307 4.160 0.988 1200TI50-97 0.1017' 1. '�2325987_`3996",78'.97-.; 5.18 87 B": :9A �4-.'bd: -. : 79bz: . 3 16 .10827 - J902�1- 0:989 126OT150-118 6.1242 1.860 6.33 31.625 5.119 -44 4.137 0.210 0.336 - 31.825 4.865 145.66 14434 9.562 6.444 -0.435 0.296 4.173 0.989 h�OOT�00.-54"- O:b�6� 0.9'0� 166 .16. ;2.09 4;i6... Vtfo- 14:078.,1582':31.26'. 1 _ .435C.� . .12! AMO': j� 2 . .. .'40.'41:::-. - I *4'.i-62 12067200-68 0.0713 1.140 3.88 20.791 3.395 4.271 0.294 0.508 19.277 2.383 47.09 2713 18.026 2.058 6 . 1.62 - 2713 1.931 8.431 -0.725 0.483 0.9721 J Web height -to -thickness ratio exceeds 200 Web stiffeners are required at all support points and concentrated loads. 'Allowable moment includes cold work offorming 'Where web height-to-ffilckness ratio exceeds 260 or flange width -to -thickness ratio exceeds 60, effective properties are not calculated. See ANSI S.100 Section B.I. Application of these products in a non -composite design shall be approved by a design professional. See Table Notes on page 15. t BUILDING ENERGY ANALYSIS REPORT PROJECT: 629.Entler Avenue Bldg. #3 -Conditioned Space 629 Entler Avenue Chico, CA 95928, Project Designer: Crandall Engineering - 4958 Ponderosa Way Midpines, CA 9534.5 209-966-4844 r Report Prepared by: Donna Wallace Donna Wallace 399 E. 9th Avenue Chico, CA 95926 • 530-893-4982 �' L BUTTE Job Number: C'OI.JNT'Y Set 1 of 3 NOV 28 2016 DEVELOPMENT Date: z PERMIT#_1� ICES BUTTE COUNTY DEVELOPMENT SERVICES 11/22/2016 Evl E FOR The EnergyPro computer program has been used to perform the calculations summarized Prttlii -,comp i pr_ogram ha4siapproyal and authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy EfficiencT Standards. This program developed by EnergySoft, LLC —www.energysoft.com. Ener Pro 6. bT Ener Soft User Number 4997 ID: Set 1 of 3 F/ to TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form PRF -01-E Certificate of Compliance 3 HVAC System Heating and Cooling .Loads Summary 22 > EnergyPro 6. by EnergySoft Job Number: ID: Set 1 of 3 User Number: 4997 t. 0 project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 1 of 19 3roject Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 -ompliance Scope: NewComplete Input File Name: Gudge114.cibdx A. PROJECT GENERAL INFORMATION § 140.1 1. Project Location (city) Chico 8. Standards Version Compliance2015 2. CA Zip Code 95928 9. Compliance Software (version) EnergyPro 6.8 3. Climate Zone 11 10. Building Orientation (deg) (E) 135 deg 4. Total Conditioned Floor Area in Scope 1,069 ftZ 11. Permitted Scope of Work NewComplete S. Total Unconditioned Floor Area 17,261 ftZ 12. Building Type(s) Nonresidential 6. Total # of Stories (Habitable Above Grade) 1 13 Gas Type NaturalGas 7. Total # of dwelling units 0 Indoor Lighting 42.6 27.4 B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft z -yr) § 140.1 BUILDING COMPLIES 1. Energy Component 2. Standard Design (TDV) 3. Proposed Design (TDV) 4. Compliance Margin (TDV) S. Percent Better than Standard Space Heating 19.3 31.7 -12.4 -64.2%. Space Cooling 98.7 115.9 -17.2 -17.4% Indoor Fans '112.2 87.3 24.9 22.2% Heat Rejection -- -- -- Pumps & Misc. -- -- Domestic Hot Water 19.7 17.2 2.5 12.7% Indoor Lighting 42.6 27.4 15.2 35.7% COMPLIANCE TOTAL 292.5 279.5 .13.0 4.4% Receptacle 110.2 110.2 0.0 0.0% Process -- -- - Other Ltg -- - TOTAL 402.7 389.7 13.0 3.2% CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 2 of 19 project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 :ompliance Scope: NewComplete Input File Name: Gudgell4.cibdx' C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings) 1st Indoor Fans: Check envelope and mechanical Compliance Margin By Energy Component (from Table B column 4) 2nd , Indoor Lighting: Check lighting Indoor Fans Indoor Lighting Domestic Hot Water Heat Rejection Pumps & Misc. Space Heating Space Cooling I t Penalty Energy 3rd Domestic Hot Water: Check mechanical Credit 4th Heat Rejection: Check envelope and mechanical 5th Pumps & Misc.: Check mechanical 6th Space Heating: Check envelope and mechanical 7th Space Cooling: Check envelope and mechanical D. EXCEPTIONAL CONDITIONS This project includes Domestic Hot Water in the analysis. Please verify that Domestic Hot Water is included in the design for the permitted scope of work. E. HERS VERIFICATION This Section Does Not Apply F. ADDITIONAL REMARKS \lone Provided CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 3 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudgell4.cibdx G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY Identify which building components use the performance or prescriptive path for compliance. "NA"= not in project For components that utilize the performance path, indicate the sheet number that includes mandatory notes on plans. Building Component Compliance Path Compliance Forms (required for submittal) Location of Mandatory Notes on Plans Envelope ® Performance NRCC-PRF-ENV-DETAILS (section of the NRCC-PRF-03-E) ❑ Prescriptive NRCC-ENV-01 / 02 / 03 / 04 / 05 / 06-E ❑ NA Mechanical ® Performance NRCC-PRF-MCH-DETAILS (section of the NRCC-PRF-01-E) ❑ Prescriptive NRCC-MCH-01 / 02 / 03 / 04 / 05 / 06 / 07-E ❑ NA Domestic Hot Water ® Performance NRCC-PRF-PLB-DETAILS (section of the NRCC-PRF-01-E) ❑ Prescriptive NRCC-PLB-01-E ❑ NA Lighting (Indoor Conditioned) ® Performance NRCC-PRF-LTI-DETAILS (section of the NRCC-PRF-01-E) ❑ Prescriptive NRCC-LTI-01 / 02 / 03 / 04 / 05-E ❑ NA Covered Process: Commercial Kitchens El S2 (section ofthe NRCC-PRF-01-E) ❑ Prescriptive NRCC-PRC-01/ 03-E ® NA Covered Process: Computer Rooms ❑ Performance S3 (section of the NRCC-PRF-01-E) ❑ Prescriptive NRCC-PRC-01/ 04-E ® NA Covered Process: Laboratory Exhaust ❑ Performance S4 (section of the NRCC-PRF-01-E) ElPrescriptive NRCC PRC Ol/ 09-E ® NA CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 c Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 4 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudgell4.cibdx G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY The following building components are only eligible for prescriptive compliance. Indicate which are The following building components may have mandatory requirements per Part 6. Indicate relevant to the project. which ore relevant to the project. Yes NA Prescriptive Requirement Compliance Forms Yes NA Mandatory Requirement Compliance Forms Lighting (Indoor Commissioning: §120.8 ® ❑ Unconditioned) §140.6 NRCC-LTI-01 / 02 / 03 / 04 / 05-E ❑ ® Simple Systems NRCC-CXR-01 / 02 / 03 / 05-E ; ❑ ® Complex Systems NRCC-CXR-01 / 02 / 04 / 05-E ❑ ® Lighting (Outdoor) §140.7 NRCC-LTO-01 / 02 / 03-E ❑ ® Electrical: §130.5 NRCC-ELC-01-E ❑ - ® Lighting (Sign) §140.8 NRCC-LTS-01-E ❑ ® Solar Ready: §110.10 NRCC-SRA-01 / 02-E Covered Process: §120.6 NRCC-PRC-01-E ❑ ® Parking Garage NRCC-PRC-02-E ❑ ® Solar Thermal Water NRCC-STH-01-E . F-1® Commercial Refrigeration . NRCC-PRC-05-E Heating: §140.5 ❑ ® Warehouse Refrigeration NRCC-PRC-06/07/08-E ❑ ® Compressed Air NRCC-PRC-10-E ❑ ® Process Boilers NRCC-PRC-11-E CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 5 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudgell4.cibdx H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) — Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required for submittal) Pass Fail Envelope ® NRCI-ENV-01-E - For all buildings . - ❑ ❑ ® NRCA-ENV-02-F- NFRC label verification for fenestration ❑ ❑ Mechanical ® NRCI-MCH-01-E - For all buildings with Mechanical Systems ❑ ❑ ® NRCA-MCH-02-A- Outdoor Air ❑ ❑ ® NRCA-MCH-03-A — Constant Volume Single Zone HVAC ❑ ❑ ❑ NRCA-MCH=04-H- Air Distribution Duct Leakage ❑ ❑ ® NRCA-MCH-05-A- Air Economizer Controls ❑ ❑ ❑ NRCA-MCH-06-A- Demand Control Ventilation ❑ ❑ ❑ NRCA-MCH-07-A—Supply F.an Variable Flow Controls ❑ ❑ ❑ NRCA-MCH-08-A- Valve Leakage Test ❑ ❑ ❑ NRCA-MCH-09-A — Supply Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-10-A- Hydronic System Variable Flow Controls ❑ ❑ ❑ NRCA-MCH-1I-A—Auto Demand Shed Controls ❑ ❑ ❑ NRCA-MCH-12-A- Packaged Direct Expansion Units ❑ ❑ ❑ NRCA-MCH-13-A- Air Handling Units and Zone Terminal Units ❑ ❑ ❑ NRCA-MCH-14-A- Distributed Energy Storage ❑ ❑ ❑ NRCA-MCH-15-A—Thermal Energy Storage ❑ ❑ ❑ NRCA-MCH-16-A- Supply Air Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-17-A—Condensate Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-18-A- Energy Management Controls Systems ❑ ❑ ❑ NRCV-MCH-04-H- Duct Leakage Test ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 6 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudge114.cibdx H.. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) — Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required forsubmittol) Pass Fail Plumbing ® NRCI-PLB-01-E - For all buildings with Plumbing Systems ❑ ❑ ❑ NRCI-PLB-02-E - required on central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-PLB-03-E - Single dwelling unit systems in high-ri'se residential, hotel/motel application. ❑ ❑ ElNRCI-PLB-21-E - HERS verified central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-PLB-22-E - HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ ❑. NRCV-PLB-21-H- HERS verified central systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCV-PLB-22-H - HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ NRCI-STH-01-E - Any solar water heating ❑ ❑ Indoor Lighting ® NRCI-LTI-01-E - For all buildings ❑ ❑ ❑ NRCI-LTI-02-E - Lighting control system, or for an Energy Management Control System (EMCS) ❑ ❑ ❑ NRCI-LTI-03-E - Line -voltage track lighting integral current limiter, or for a supplementary overcurrent protection panel used to energize only line -voltage track lighting ❑ ❑ ❑ NRCI-LTI-04-E - Two interlocked systems serving an auditorium, a convention center, a conference room, or a theater ❑ ❑ ❑ NRCI-LTI-05-E -Lighting Control Credit Power Adjustment Factor (PAF) ❑ _❑ ❑ NRCI-LTI-06-E - Additional wattage installed in a video conferencing studio ❑ ❑ ® NRCA-LTI-02-A - Occupancy sensors and automatic time switch controls. ❑ ❑ ❑ NRCA-LTI-03-A - Automatic daylighting controls ❑ ❑ ❑ NRCA-LTI-04-A - Demand responsive lighting controls ❑ ❑ Outdoor Lighting ❑ NRCI-LTO-01-E — Outdoor Lighting ❑ ❑ ❑ NRCI-LTO-02-E- EMCS Lighting Control System ❑ ❑ ❑ NRCA-LTO-02-A - Outdoor Lighting Control ❑ ❑ Sign Lighting ❑ NRCI-LTS-01-E—Sign Lighting ❑ ❑ Electrical ❑ NRCI-ELC-01-E - Electrical Power Distribution ❑ ❑ Photovoltaic ❑ NRCI-SPV-01-E Photovoltaic Systems ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 7 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 :ompliance Scope: NewComplete Input File Name: Gudgell4.cibdx H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) — Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required for submittal) Pass Fail Covered Process ❑ NRCI-PRC-01-E Refrigerated Warehouse ❑ ❑ ❑ NRCA-PRC-01-F- Compressed Air Systems ❑ ❑ ❑ NRCA-PRC-02-F- Kitchen Exhaust ❑ ❑ ❑ NRCA-PRC-03-F- Garage Exhaust ❑ ❑ ❑ NRCA-PRC-04-F- Refrigerated Warehouse- Evaporator Fan Motor Controls ❑ ❑ ❑ NRCA-PRC-05-F- Refrigerated Warehouse- Evaporative Condenser Controls ❑ ❑ ❑ NRCA-PRC-06-F- Refrigerated Warehouse- Air Cooled Condenser Controls ❑ ❑ ❑ NRCA-PRC-07F- Refrigerated Warehouse- Variable Speed Compressor ❑ ❑ ❑ NRCA-PRC-O8-F- Electrical Resistance Underslab Heating System ❑ ❑ I. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-ENV-DETAILS for more information) 1. Total Conditioned Floor Area 1,069 ft2 S. Number of Floors Above Grade 1 Confirmed 2. Total Unconditioned Floor Area 17,261 ft2 6. Number of Floors Below Grade 0 3. Addition Conditioned Floor Area 0 ft2 � 4. Addition Unconditioned Floor Area 0 ft2 N = 7. Opaque Surfaces & Orientation 8. Total Gross Surface Area 9. Total Fenestration Area 30. Window to Wall Ratio North Wall 162 ft2 104 ft2 64.2% ❑ ❑ East Wall 0 ft2 0 ft2 00.0% ❑ ❑ South Wall 0 ft2 0 ft2 00.0% ❑ ❑ West Wall 367 ft2 192 ft2 52.3% ❑ ❑ Total 529 ft2 296 ft2 56.0% ❑ ❑ Roof 0 ft2 0 ft2 00.0% ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 L Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 8 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudgell4.cibdx J. FENESTRATION ASSEMBLY SUMMARY § 110.6 Confirmed 1. 2. 3. 4. S. 6. 7. 8. 9. Surface Name Surface Type Area (ftZ) Framing Type Cavity R -Value. Continuous R -Value U -Factor / F -Factor / C -Factor d N � T H d R-19 Wall Metal Studll ExteriorWall 1817 Metal. Fenestration Assembly Name / NA U -Factor: 0.185 N ❑ ❑ Overall Overall Overall d V N T U -Factor: 0.078 Fenestration Type Certification Method' Assembly Method Area ft 18330 NA 0 NA F -Factor: 0.730 N Tag or I.D. R-13 Int Wall Mtl Stud20 InteriorWall 1076 Metal U -factor SHGC VT N ❑ ❑ R-10 Metal Building Wa1124 Double Thermal Break Tinted Vertical Fenestration NFRCRated Manufactured 1920 .50 .45 .40 N ❑ ❑ ' Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 110.6-A and Table 110.6-B. Center of Glass (COG) values are for the glass -only, determined by the manufacturer, and are shown for ease ' of verification. Site -built fenestration values are calculated per Nonresidential Appendix NA6 and are used in the analysis. Z Status: N- New, A -Altered, E- Existing Taking compliance credit for fenestration shading devices? (if "Yes", see NRCC-PRF-ENV-DETAILS for more information) No K: OPAQUE SURFACE ASSEMBLY SUMMARY § 120.7/ § 140.3 Confirmed 1. 2. 3. ' 4. S. 6. 7. S. Surface Name Surface Type Area (ftZ) Framing Type Cavity R -Value. Continuous R -Value U -Factor / F -Factor / C -Factor d N � T H d R-19 Wall Metal Studll ExteriorWall 1817 Metal. 19 NA U -Factor: 0.185 N ❑ ❑ R-30 Roof Metal Rafter16 Ceiling 1069 Metal 30 NA U -Factor: 0.078 N ❑ ❑ Slab On Grade18 UndergroundFloor 18330 NA 0 NA F -Factor: 0.730 N ❑ ❑ R-13 Int Wall Mtl Stud20 InteriorWall 1076 Metal 13 NA U -Factor: 0.188 N ❑ ❑ R-10 Metal Building Wa1124 ExteriorWall 7975 NA 0 NA U -Factor: 0.588 N ❑ ❑ R-13 Metal Building Roof38 .Roof 17261 NA 13 NA U -Factor: 0.101 N ❑ ❑ ` Status: N - New, A - Altered, E - Existing L. ROOFING PRODUCT SUMMARY I § 140.3 Confirmed 1. 2. 3. 4. S. 6. 7. Product Type Product Density Aged Solar Thermal SRI Cool Roof Roofing Product N T T. Z (Ib/ft) Reflectance Emittance Credit Description R-13 Metal Building Roof38 2.54281 .08 .75 NA No NA ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 9 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudgell4.cibdx M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) § 110.1 / § 110.2 Dry System Equipment 1(Fan & Economizer info included below in Table N) Confirmed 1. 2. 3. 4. S. 6. 7. 8. 9. 10. 11. 23. 24. Air System Type Equip Type Total Heating Supp Heat Supp Heat Total Cooling Efficiency Acceptance Testing t>vo V T EquipName Equip Type (Simple 3 or Qty Output Source (Y/N) O output Output (kBtu/h) Required? (Y/N) N N Complex') N (kBtu/h) (kBtuh) (kBtu/h) a CFM CFM Value BHP (inch Control CFM HP BHP (inch Control Electric 4 gallons2 Cooling Heating 5 15 EF: .900 NA AC -1 - SZAC (Packaged3Phase) Simple 1 73 No 0 46 SEER -14.0/ EER -11.0 AFUE-81.0 - Yes N ❑ ❑ Wet System Equipment z Pumps Confirmed Confirmed 12. 13. 14. 15. 16. 17, 18. 19. 20. .21. 22. 23. 24. Air Equip Name Equip Type Qty Vol (gal) Rated Capacity Efficiency Standby Loss Tank Ext. R Qty GPM HP VSD M N d J TSP (kBtu/h) (y/N) N (if present) CFM CFM Value BHP (inch Control CFM HP BHP (inch Control Electric 4 gallons2 Storage 1 4 15 EF: .900 NA NA NA NA NA I No N ❑ ❑ 'Dry System Equipment includes furnaces, air handling units, heat pumps, etc. - 1 Wet System Equipment includes boilers, chillers, cooling towers, water heaters, etc. 3 Simple Systems must complete NRCC-CXR-03-E commissioning design review form 4 Complex Systems must complete NRCC-CXR-04-E commissioning design review form 5 A summary of which acceptance tests are applicable is provided in NRCC-PRF-MCH-DETAILS 6Status: N - New, A - Altered, E - Existing Discrepancy between modeled and designed equipment sizing? (if "Yes", see Table F. "Additional Remarks" for an explanation) No N. ECONOMIZER & FAN SYSTEMS SUMMARY' § 140.4 Confirmed 1. 2. 3. 4. 5. Outside Air Supply Fan Return Fan Equip Name Economizer Type v r TSP TSP (if present) CFM CFM HP BHP (inch Control CFM HP BHP (inch Control WC) WC) AC -1 160 1600 .721 .721 1.43 ConstantVolume NA NA NA NA NA FixedDryBulb ❑ ❑ ' Mechanical ventilation calculations and exhaust fans are included in the NRCC-PRF-MCH-DETAILS section CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 30 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudge114.cibdx O. EQUIPMENT CONTROLS § 120.2 Confirmed 1. 2. 3. d N — Equip Name Equip Type Controls N m Equip Name No DCV Controls Duct Leakage and Sealing Required per 140.4(1) Dud Leakage will be verified per NA3 and NA2 AC 1 SZAC Fixed Drybulb Economizer ❑ ❑ No No No Supply Air Temp. Control Unconditioned ❑ ❑ (ft') (Watts) No Optimum Start WH1- SHW Service Hot Water, Primary Only Fixed Temperature Control, No DDC ❑ ❑ P. SYSTEM DISTRIBUTION SUMMARY § 120.4/ § 140.4(1) Confirmed Dry System Distribution Confirmed 1. 2. 3. 4. S. N m Equip Name Equip Type Duct Leakage and Sealing Required per 140.4(1) Dud Leakage will be verified per NA3 and NA2 Ducts Insulation R -Value Location AC -1 SZAC No No 8 Unconditioned ❑ ❑ Does the Project Include Zonal Systems? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information) No Does the Project Include a Solar Hot Water System? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information) No Multifamily or Hotel/ Motel Occupancy? (if "Yes", see NRCC-PRF-MCH-DETAILS for DHW system information) No Q. INDOOR CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info)3 § 140.6 Confirmed 1. 2. 3. 4. S. 1 Occupancy Type Conditioned Floor Area 2 Installed Lighting Power Lighting Control Credits Additional (Custom) Allowance V N T (ft') (Watts) (Watts) Area Category Footnotes Tailored Method (Watts) ❑ ❑ (Watts) Office (Greater than 250 1,069 516 0 0 0 El 1-1square feet in floor area) Building Totals: 1,069 516 0 0 0 ' See Table 140.6-C 2 See NRCC-LTI-01-EJor unconditioned spaces CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project.Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 11 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudge114.cibdx 3Lighting information for existing spaces modeled is not included in the table R. INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTI-01-E)1 § 130.0 Luminaire Schedule (includes all permanent installed lighting in Margin (MWh) Standard Design Site (MBtu) conditioned space, and portable lighting over 0.3 w/ftz in Installed Watts (Conditioned) Confirmed offices) 10.9 17.9 Complete Luminaire Description (i.e., Space Cooling How Wattage is Determined -0.3 -- -- -- Name or Item Ta Tag 3 -lam fluorescent troffer, F32T8, P Watts per luminaire P Total Number Luminaires Installed Watts Pass Fail CEC Default According to one dimmable electronic ballast) from NA8 §330.0(c) A 40w LED 40 No Yes 12 480 ❑ ❑ B I8w LED 18 No Yes 2 36 ❑ ❑ llf lighting power densities were used in the compliance model Building Departments will need to check prescriptive forms for Luminaire Schedule details. S3. COVERED PROCESS SUMMARY — ENCLOSED PARKING GARAGES § 140.9 This Section Does Not Apply 52. COVERED PROCESS SUMMARY — COMMERCIAL KITCHENS § 140.9 This Section Does Not Apply S3. COVERED PROCESS SUMMARY — COMPUTER ROOMS § 140.9 This Section Does Not Apply 54. COVERED PROCESS SUMMARY — LABORATORY. EXHAUSTS § 140.9 This Section Does Not Apply T. UNMET LOAD HOURS This Section Does Not Apply U. ENERGY USE SUMMARY _ Energy Component Standard Design Site Proposed Design Site (MWh) (MWh) Margin (MWh) Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Space Heating -- -- 10.9 17.9 -7.0 Space Cooling 2.7 3.0 -0.3 -- -- -- CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #31 Conditioned Space NRCC-PRF-01-E Page 12 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 _ Compliance Scope: NewComplete Input File Name: Gudge114.cibdx U. ENERGY USE SUMMARY Energy Component Standard Design Site (MWh) Proposed Design Site (MWh) Margin (MWh) Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Indoor Fans 5.3 4.1 1.2 Heat Rejection -- Pumps & Misc. Domestic Hot Water .8 12.9 Indoor Lighting 1.8 1.2 0.6 COMPLIANCE TOTAL 9.8 9.1 0.7 23.8 17.9 5.9 Receptacle 4.6 4.6 0.0 Process -- Other Ltg -- TOTAL 14.4 13.7 0.7 23.8 17.9 5.9 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 13 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudge114.cibdx DOCUMENTATION AUTHOR'S DECLARATION STATEMENT § 10-103 I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Company: Donna Wallace Signature:QQD h eiA.- Address: 399 E. 9th Avenue Signature Date: 11/22/2016 City/State/Zip: Chico CA 95926 CEA Identification (If applicable): 4997 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. 2 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 3 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Responsible Envelope Designer Name: J. Andrew Crandall Crandall Engineering ignature: �aCompany: Address: 4958 Ponderosa Way Date Signed: 11/23/16 City/State/Zip: Midpines CA 95345 Declaration Statement Type: TYPE 1 Phone: 209-966-4844 Title: CIVIL ENGINEEK License #: C 32934 Responsible Lighting Designer Name: Gary Hawkins Company: Gary Hawkins Architect Signature: Address: 3045 Ceres Avenue, Suite 135 Date Signed: City/State/Zip: Chico California 95973 Declaration Statement Type: Phone: (530) 892-2700 Title: License #: Responsible Mechanical Designer Name: Tyler Gullick Company: McClelland Air Conditioning ignature Address: 801 Marauder Street Date Signed: 1 City/State/Zip: Chico CA 95973 Declaration Statemen Type: Phone: 530-891-6202 Title: License #: C-28 345121 U CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. N3 - Conditioned Space NRCC-PRF-01-E Page 14 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudgell4.cibdx NRCC-PRF-ENV-DETAILS -SECTION START- A. TART A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1. 2. 3. 4.T. N 6. Surface Name Surface Type Description of Assembly Layers Notes Door Type Certification Method Stucco - 7/8 in. Area Overall LI -factor Status' R-19 Wall Metal Studll ExteriorWall Metal framed wall, 16in. OC, S.Sin., R-19 Meta lUninsulatedSingleLayerRollupDoor . ❑ ❑ 2352 1.450 Gypsum Board - 1/2 in. ❑ ❑ R-30 Roof Metal Rafter16 Ceiling Metal framed roof, 16in. OC, 9.25in., R-30 ❑ O Gypsum Board - 1/2 in. Slab Type = UnheatedSlabOnGrade Slab On Grade18 UndergroundFloor Insulation Orientation = None ❑ ❑ Insulation R -Value = RO Gypsum Board - 1/2 in. R-13 Int Wall Mtl Stud20 InteriorWall Metal framed wall, 16in. OC, 3.5in., R-13 ❑ El - Gypsum Board - 1/2 in. R-10 Metal Building Wa1124 ExteriorWall Metal Siding - 1/16 in. El ❑ Air -Wall - 3 1/2 in. R-13 Metal Building Roof38 Roof Metal Standing Seam - 1/16 in. ❑ ❑ Metal standing seam roof, R-13 B. OVERHANG DETAILS (Adapted from NRCC-ENV-02-E) This Section Does Not Apply C. OPAQUE DOOR SUMMARY Confirmed 1. 2. 3. 4. S. 6. 7. Opaque Door Assembly Name / Tag or I.D. Door Type Certification Method Operation Area Overall LI -factor Status' Pass Fail OH Door26 Meta lUninsulatedSingleLayerRollupDoor . DefaultPerformance NonSwinging 2352 1.450 N ❑ ❑ 1 Status: N - New, A —Altered, E — Existing CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 i r. L t., 4 0 N N X O m r, z OLn 3 V cu ar ai Ln on m ti E w m EO m O c z LL O N � .2 d 0 LL U > O. z u Gl u CL v v 0 v U °N° m rn Ln a rn 00 0 v m u G1 w 0 7 c c v v Q ¢ v G1 G1 Q Y, p O w w 3 QJ w z CL G1 0 N 0 LnN E -o (u� � C z v v ° °UIELa a F= oc H H z O t W H LLJ H W D x U oc CL v U fY z. M a Fail ❑ ❑ E £ o 14 +c` 0 Pass ❑ 0 Pass ❑ ❑ v o u DCV (Y/N) z 0 W TRANSFER AIRFLOW (CFM) Q Q 00 C LL z z a = DESIGN VENT AIR FLOW o a (CFM) z REQ'D VENTAIR.FLOW (CFM) Q C YQ y z Z O £ MIN. VENT PER PERSON q c Z (CFM/person) Ln O Q g F-oIF DESIGN NUM. OF PEOPLE Q z to z w cc N MIN. VENT PER AREA Q EN m u (CFM/ft2) z a o CONDITIONED AREA (ft2) ko oM r". n0i o 1 co VENT SYSTEM ID d N � u Q ui Q z 0 W W O DDC CONTROL (Y/N) z = z 0. u c c MAXIMUM HEATING AIR Q Y a � �+ u FLOW FRACTION z z 2 f" cr MAXIMUM HEATING AIR Q N FLOW (CFM) Z E O J a ' FT MINIMUM PRIMARY AIR Q N O O .°i. FLOW FRACTION z 0 4 z a° 3 a O DESIGN PRIMARY MINIMUM Q Q s AIR FLOW (CFM) z u E H W x Q �. o N z DESIGN PRIMARY AIR FLOW o C^ oC W 0: z T Z N o (CFM) a �. z O HEATING / COOLING SYSTEM g ID v � a z W u0, 4J 06 J u_ Z C Q o � u oLu z m W z 00 M Q o�c Q > a � a O z z LL cu O vOt,7c QO x v W u fE M Fail ❑ v £ o 14 +c` 0 Pass ❑ o u 0 W ❑ N W Q Z 00 C LL v a = Q z m C YQ c Z £ c c !gz Q Q F-oIF oo to cc d � EN m u �c a o n0i M 00 d N 0z ui � z 0 W 00 C z 0. v c c Y a � a z w z ,,i cr H W O J a ' FT N O Cz C N N O WC LA u O 0 z a 06 uj N HN u E H J �. o N z C^ oC O N m' m o�c Q > a � a O z z LL cu O vOt,7c QO x v W u fE Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 16 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22,.2016 "ompliance Scope: NewComplete Input File Name: Gudgell4.cibdx D. DHW EQUIPMENT SUMMARY - (Adapted from NRCC-PLB-01) § 110.3 Confirmed 1. 2. 3. 4. S. 6. 7. 8. 9. 10. 11. 12. Test Description n x n x n x n x n x n x n x DHW Name Fuel Type QtY Distribution Rated Input Efficiency Pilot Energy External Tank Vol Standby Loss Vol. of Suppl. N O1 6 A 6 ut 6 Ol 6 V Type •kBtuh r O (Btu/h) Insulation r+ W r A Storage Tank 4 01 r V lectri Electric 4 gallons2 • Electricity Storage 1 Nonrecirculating 15 EF: .900 0 NA 4 0 NA E] El E. MULTI -FAMILY CENTRAL DHW SYSTEM DETAILS This Section Does Not Apply F. SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01) This Section Does Not Apply G. MECHANICAL HVAC ACCEPTANCE TESTS & FORMS (Adapted from 2013-NRCC-MCH-01-E) § RA4 Declaration of Required Acceptance Certificates (NRCA) - Acceptance Certificates that may be submitted. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Test Description n x n x n x n x n x n x n x n x n x n x n x n x n x n x n x n x n x Confirmed 6 N 6 W 6 A 6 ut 6 Ol 6 V 6 00 o %D r O r /+ f+ N r+ W r A V1 4 01 r V r 00 D D D D D D D D D D D D D D D D D to / mv+ 0 c = D T D p n Equipment O ao D o c v o 0 0 a r. -i < rAo Requiring # of q g c C• ni 0 v 3 o v < .� n< o ,' n o o T N o o m v CA n c m m Testing or units o ° o r• o n �, 3 ro `�° n, +? � o_ � 3 o_ 5 o 0 0 M x n < m r0 n 0 n 3 W T. Verification D D n 0 D q `�°, N o D ,<„ o 3 3 -o K o d N .0^. N 3 o T Q90 N N r WH1-SHW 1 • - ❑ ❑ AC -1 1 X X - X - ❑ ❑ H. EVAPORATIVE COOLER SUMMARY This Section Does Not Apply CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance - Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 17 of 19 , Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudgell4.cibdx NRCC-PRF-LTI-DETAILS -SECTION START- A. TART A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted from NRCC-LTI-02-E) § 140.6 Lighting Control Credits Schedule (includes all lighting controls installed in conditioned space for Control Credit Calculation Illuminance Value (LUX) Confirmed compliance credit per §140.6(a)2 and Table 140.6-A) Floor Area (ftZ) V If Acceptance Test c q wired Location in _ Occupancy Type (must meet Type/Description of Lighting NA Watts of Power Control Credit NA ❑ ❑ Building requirements of Table 140.6-A) Control (i.e., partial on occupancy # of Units Controlled Adjustment Watts sensor, manual dimming, etc.) Lighting Factor Pass Fail S-1-38-39 Office (Greater than 250 square none specified - 1 .00 0 ❑ ❑ Offices & RRs feet in floor area) S-1-38-39 Office (Greater than 250 square none specified - 1 00 0 ❑ ❑ Offices & RRs feet in floor area) B. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROLS (Adapted from NRCC-LTI-02-E) § 130.1 This Section Does Not Apply §130.1(a) = Manual area controls; §130.0(b) = Multi Level, §130.1(c) =Auto Shut -Off,' §130.1(d) =Mandatory Daylight; §130.1(e) =Demand Responsive C. TAILORED METHOD CONDITIONED LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCC-LTI-04-E) § 140.6 General lighting power (see Table D) 0 General lighting power from special function areas (see Table E) NA Additional "use it or lose it" (See Table G) 0 Total watts 0 D. GENERAL LIGHTING POWER (Adapted from NRCC-LTI-04-E) § 140.6-D This Section Does Not Apply E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E) § 140.6(c) 3H Room Number Primary Function Area Illuminance Value (LUX) Room Cavity RatioConfirmed (Table G) Allowed LPD Floor Area (ftZ) Allowed Watts Pass Fail NA NA NA NA NA NA NA ❑ ❑ yore. ounoreu memoujor apecrai runcuon Areas is not currenny rmpremenrea CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 4 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCC-PRF-01-E Page 18 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudgell4.cibdx F. ROOM CAVITY RATIO (Adapted from NRCC-LTI-04-E) Rectangular Spaces . Room Number Task/Activity Description Room Length (ft) Room Width (ft) Room Cavity Height (ft) RCR Confirmed Pass Fail NA NA NA NA NA NA ❑ ❑ Non -Rectangular Spaces This Section Does Not Apply .m.r. -1 upyuwmr npu u.r nxru unuri u- wun-nrumiymm �yuc I.— G. ADDITIONAL "USE IT OR LOSE IT" (Adapted from NRCC-LTI-04-E) 1. 2. 3. 4. Allowed Watts Confirmed Wail Display Combined Floor Display and Task Lighting Combined Ornamental and Special Effects Lighting Very Valuable Merchandise a H d c 0 0 0 0 0 ❑ ❑ S. Wall Display This Section Does Not Apply 6. Floor Display and Task Lighting This Section Does Not Apply ` 7. Combined Ornamental and Special Effects Lighting This Section Does Not Apply 8. Very Valuable Merchandise This Section Does Not Apply CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance' Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 Project Name: 629 Entler Avenue Bldg. #3 - Conditioned Space NRCGPRF-01-E Page 19 of 19 Project Address: 629 Entler Avenue Chico 95928 Calculation Date/Time: 10:51, Tue, Nov 22, 2016 Compliance Scope: NewComplete Input File Name: Gudge114.cibdx H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted from NRCC-LTI-01-E.and NRCC-LTO-01-E) § 130.4 Declaration of Required Acceptance Certificates (NRCA) —Acceptance Certificates that must be verified in the field. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Test Description Indoor Outdoor Confirmed NRCA-LTI-02-A NRCA-LTI-03-A NRCA-LTI-04-A NRCA-LTO-02-A Equipment Requiring Testing or Verification # of units Occ Sensors /Auto Time Switch Auto Daylight Demand Responsive Outdoor Controls M T Occupant Sensors 8 ® ❑ ❑ ❑ ❑ ❑ Automatic Time Switch 1 ® ❑ ❑ ❑ ❑ ❑ Automatic Daylighting 0 ❑ ❑ ❑ ❑ ❑ ❑ Demand Responsive 0 ❑ ❑ ❑ ❑ ❑ ❑ Outdoor Controls - 0 ❑ ❑ ❑ ❑ ❑ ❑ c r CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-08122016-3995 Report Generated at: 2016-11-22 10:52:18 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name 629 Entler Avenue Bldg. #3 - Conditioned Space Date 11/22/2016 System Name AC-1 Floor Area 1,069 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,624 Return Vented Lighting Return Air Ducts Return Fan Ventilation 160 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 72,900 24,848 2,138 234 11,218 Total Output Btuh 72,900 0 Output Btuh/s ft 68.2 1,242 561 Cooling System 0 0 Output perSystem 48,000 4,052 -381 160 8,194 Total Output Btuh 48,000 3,167 1,757 -3,167 Total Output Tons 4.0 1,242 561 Total Output Btuhls ft 44.9 Total Output s ft/Ton 267.3 1 34,552 17,366 Air System CFM perSystem 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 4 Ton 36,270 8,750 72,900 Total Adjusted System Output 1 36,270 8,750 72,900 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Jul 5 PM Jan 1 AM Airflow cfm/s ft 1.50 Airflow cfm/Ton 400.0 Outside Air % 10.0% Outside Air cfm/s ft 0.15 Note: values above given at ARI conditions I HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22 OF Outside Air 160 cfm 70 OF 67 OF 115 OF 115 OF ► Heating Coil. Supply Fan ~ o 1,600 cfm 115 F ROOM 70 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 98 / 70 OF Outside Air 160 cfm 75 / 63 OF 79 / 64 OF 59 / 57 OF 59 / 57 OF — O Cooling Coil Supply Fan 60 / 57 OF 1,600 cfm 53.1 % ROOM �. 74 / 63 OF EnergyPro 6. by EnergySoft User Number: 4997 ID: Set 1 of 3 Page 22 of 22 'f .1 BUILDING ENERGY ANALYSIS REPORT PROJECT: 629 E•ntler Avenue Bldg. #3 Unconditioned Space 629 Entler Avenue Chico, CA 95928 Project Designer: Gary Hawkins Architect 3045 Ceres Avenue, Suite 135 Chico, California 95973 (530) 892-2700 Report Prepared by: Donna Wallace Donna Wallace 399'E. 9th Avenue Chico, CA 95926 530-893-4982 y y Job Number: Set 2 of. 3 Date: PERMIT'BUTTE-- b- DEVELOPMENT SERVICES REVIEWED FOR 11/22/2016 CODEC MPLIANCE DATE BY The EnergyPro computer program has been used to perform the calculations summarized in this combriance teport. This program 7aapproval 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. EnergyPro6byEnergySoft User Number: 4997 ID: Set 2 of 3 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form LTI-01-E Indoor Lighting 3 Form LTI-027E, Lighting Controls 9 Form. LTI-03-E Indoor Lighting Power Allowance , 12 r F Ener Pro Ener gy 6. b y gySoft Job Number: 10: Set 2 of 3 . : User Number: 4997 - jp TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form LTI-01-E Indoor Lighting 3 Form LTI-027E, Lighting Controls 9 Form. LTI-03-E Indoor Lighting Power Allowance , 12 r F Ener Pro Ener gy 6. b y gySoft Job Number: 10: Set 2 of 3 . : User Number: 4997 - STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E ,Indoor Lighting (Page 1 of 6). Project Name: 629 Entler Avenue Bldg. #3 - Unconditioned Space Date Prepared: 11/22/2016 A. General Information For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. YES NO FORM TITLE ✓ NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals. Climate Zone: 11 Conditioned Floor Area : 0 ✓ NRCC-LTI-03-E Indoor Lighting Power Allowance ✓ NRCC-LTI-04-E Tailored Method Worksheets Unconditioned Floor Area : 17,261 - Building Type: a Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel ❑ Schools ❑ Relocatable Public Schools ❑ Conditioned Spaces . 15 Unconditioned Spaces Phase of Construction: Q New Construction ❑ Addition ❑ Alteration Method of Compliance: ❑ Complete Building {7 Area Category ❑ Tailored Project Address: 629 Entler Avenue B. Lighting Compliance Documents (select yes for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. YES NO FORM TITLE ✓ NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals. ✓ NRCC-LTI-02-E Lighting Controls, Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. ✓ NRCC-LTI-03-E Indoor Lighting Power Allowance ✓ NRCC-LTI-04-E Tailored Method Worksheets ✓ NRCC-LTI-05-E Line Voltage Track Lighting Worksheets CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance , �r r August 2015 STATE OF CALIFORNIA INDOOR LIGHTING t y CEC-NRCC-LTI-01-E (Revised 08/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting - (Page 2 of 6) project Name: 629 Entler Avenue Bldg. #3 - Unconditioned Space Date Prepared: 11/22/2016 C. Summary of Allowed Lighting Power Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Form/Title Watts Watts ❑ Field Inspector Installed Lighting Installed Lighting NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), ❑Field Inspector 1. NRCC-LTI-01=E, page 4 + 0 NRCC-LTI-01-E, page 4 + 7,774 2. PORTABLE ONLY FOR OFFICES + NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a NRCC-LTI-01-E, page 3 � conference room, a multipurpose room, or a theater to be recognized for compliance. 3 Minus Lighting Control Credits NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. Minus Lighting Control Credits � NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for - NRCC-LTI-02-E, page 2 0 NRCC-LTI-02-E, page 2 0 4. Adjusted Installed Lighting Power Adjusted Installed Lighting Power (row 1 plus row 2 minus row 3) _ 0 (row 1 minus row 3) 7,774 5. Complies ONLY if Installed <_ Allowed Complies ONLY if Installed <_ Allowed 6 Allowed Lighting Power 0 Allowed Lighting Power 10,971 Conditioned NRCC-LTI-03-E, page 1 Unconditioned NRCC-LTI-03-E, page 1 D. Declaration of Required Installation Certificates Declare by selecting yes for all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title NRCI-LTI-01-E - Must be submitted for all buildings ❑ Field Inspector NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), ❑Field Inspector to be recognized for compliance. NRCI-LTI-03-E - Must be submitted for a line -voltage track lighting integral current limiter, or for a supplementary ❑field Inspector � overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance. NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a ❑Field Inspector � conference room, a multipurpose room, or a theater to be recognized for compliance. NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. ❑ Field Inspector � NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for - ❑Field Inspector compliance. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting _ (Page 3 of 6) Project Name: 629 Entler Avenue Bldg. #3 - Unconditioned Space Date Prepared: 11/22/2016 E. Declaration of Required Certificates of Acceptance Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) , YES NO Form/Title ' NRCA-LTI-02-A: Must be submitted for occupancy sensors and automatic time switch controls. ❑ Field Inspector NRCA-LTI-03-A - Must be submitted for automatic daylight controls. ❑ Field Inspector NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. ❑ Field Inspector A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE ❑ UNCONDITIONED SPACE F. Indoor Lighting Schedule and Field Inspection Energy Checklist ❑ The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. ❑ When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. ❑ When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines ❑ Also include track lighting in schedule, and submit the track lighting compliance form (NRCC-LTI-05-E) when line -voltage track lighting is installed. STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 4 of 6) Project Name: 629 Entler Avenue Bldg. #3 -Unconditioned Space Date Prepared: 11/22/2016 G. Installed Portable Luminaires in Offices — Exception to Section 140.6(a) ❑ This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. ❑ This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot Office Location Field Inspector 1 2 3 4 5 6 7 8 9 10 Installed If F:5 0.3, portable Watts enter - ° 12 luminairew u per zero; Identify Office area in C watts in 2 ° square G05 x G07 which these portable Pass Fail , Complete Luminaire Description z J this office cy o foot if G06 > luminaires are installed (i.e., LED, under cabinet, furniture mounted Watts per (G02 x (G04 / 0.3, direct/indirect) Luminaire G03) GOS) (G06-0.3) ❑• ❑ Enter sum total of all pages into NRCC-LTI- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: 01-E; Page 1 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 • STATE OF CALIFORNIA - INDOOR LIGHTING' ! tiw• . � f t r CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 5 of 6) ' Prosect Name: 629 Entler Avenue'Bldg. #3 - Unconditioned Space _ Dace Prepared: 11/22/2016 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: .. ❑ CONDITIONED SPACE la, UNCONDITIONED SPACE A .•s . r H. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Field Inspector A B_ C D .E F G ,H.. - How wattage was • determined fO _ O o Complete Luminaire Description', _ J T 'CL 75 2 �¢ m � ' iv ,�`—� - Ln c = _ ' - y H E E - r - . (Le, 3 lamp fluorescent troffer, • vi C '£ . W Z O E o . m C E '£ — ..n x Y . o - •• Primary Function area in which ' Z_— F32T8, one dimmable electronic ballast) u. �' a w z 3 = these. luminaires are installed Pass Fail , A 40w LED40.0. ❑ A 16' _' 640 Office > 250 s ft' - • ❑''' ❑ A 40w LED '' 40.0 ❑ A '. 6 240 Office <= 250 scit. ❑ • ❑ B 18w'LED 18.0 ❑' A . 6Y 108' Comp Bldg Com & Ind Storage ❑ Or C 4 54w Linear Fluorescent T5 HO Elec ' 234.0 0 ❑ 29 6,786' Com- BldgCom & Ind Storage ❑ ❑ ' r ❑ ❑ < ❑ ❑; 0 01 ❑ ❑ ❑ ❑ . 11 ❑ INSTALLED WATTS PAGE TO7L7, 774 Enter sum total of all pages into NRCC-LTI-OI-E; Page 2 . Y CA Building Energy Efficiency Standards 2013 Nonresidential Compliance August 2015 • , STATE OF CALIFORNIA INDOOR LIGHTING v" CEC-NRCC-LTI-01-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 6 of 6) Project Name: 629 Entler Avenue Bldg. #3 - Unconditioned Space Date Prepared: 11/22/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: Company: - Donna Wallace signature Date.11 /22/2016 Address: 399 E. 9th Avenue CEA Certification Identification (if applicable): - 4997 City/State/Zip: ' Chico, CA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.. The building design features or system design -features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance i required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary Hawkins Responsible Designer Signature: _ Company: Gary Hawkins Architect Date Signed: ' Address. 3045 Ceres Avenue, Suite 135 License: City/State/Zip:Phone: Chico, California 95973 (530) 892-2700 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance STATE OF CALIFORNIA INDOOR LIGHTING — LIGHTING CONTROLS CEC-NRCC-LTI-02-E Revised 08115 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 1 of 3) Protect Name: 629 Entler Avenue Bldg. #3 -Unconditioned Space Date Prepared: 11/22/2016 The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. A. Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) YES NO Control Requirements Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance Efficiency Regulations in accordance with Section 110.9. Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate shall be submitted in accordance with Section 130.4(b). One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.0. Additionally, an Installation Certificate shall be installed in accordance with Section 130.4(b). All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's instructions in accordance with Section 130.1. 40, All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a). General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental, and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the multi-level lighting control requirements in accordance with Section 130.1(b). Vol All installed indoor lighting shall be equipped with controls that meet the applicable Shut -OFF control requirements in Section 130.1(c). V/ Lighting in all Daylit Zones shall be controlled in accordance with the requirements in Section 130.1(d) and daylit zones are shown on the plans. Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in accordance with Section 130.1(e). Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with Section 130.4.(a). The controls required to meet the Acceptance Requirements include automatic daylight controls, automatic shut -OFF controls, and demand responsive controls. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA INDOOR LIGHTING — LIGHTING CONTROLS �J 1 CEC-NRCC-LTI-02-E (Revised 08/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 2 of 3) Project Name: 629 Entler Avenue Bldg. #3 - Unconditioned Space Date Prepared: 11/22/2016 A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: ❑ CONDITIONED SPACES © UNCONDITIONED SPACES B. Mandatory and Prescriptive Indoor Lighting Control Schedule, PAF Calculation, and Field Inspection Checklist PAF Credit Calculation r7 —4 (D D _T (D a ' p r n r7 O n M fD �. — N Standards Complying With O ,-r D M D X (D a N (D n Lighting Control Schedule (✓ all that apply, or enter 'E' if Exempted) oo a O „ -- - p A B C D E F G H I J K L' M N O Type/ Description of Lighting Control (i.e.: occupancy sensor, # to, 1 L01 N N a Location in Building automatic time switch, of o 0 0 0 0 P o a dimmer, automatic daylight, Units o t: ^ N— ❑ N a etc...) 38-41, 44-45 Warehouse Manual Area .19 ✓ ✓ ❑ ❑ 42-43 Warehouse Multi Level 10 ✓ ✓ ❑ ❑ 40-45 Restrooms Occupancy Sensor 6 ✓ ✓ ❑ ❑ 44-45 Small Offices Occupancy Sensor 6 ✓ ✓ ❑ ❑ 44-45 Large Offices Automatic Daylighting 6 ✓ ✓ ❑ ❑ 44-45 Large Offices Manual Area 2 ✓ ✓ ❑ ❑ 40-45 Electrical Subpanel Automatic Time Switch 5 ✓ ✓ '❑ ❑ Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Enter Control Credit total into NRCC-LTI-01-E; Page 1. 1. §130.1(a) =Manual area controls; §130.0(b) = Multi Level; §130.1(c) =Auto Shut -Off; §130.1(d) =Mandatory Daylight §130.1(e) =Demand Responsive, §140.6(d) = Additional lighting controls installed to earn a PAF; §140.6(d) = Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-A for correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. As a condition to earn a PAF, an Installation Certificate is also required to be filled out signed, and submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS 7501,1411 CEC-NRCC-LTI-02-E (Revised 08/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 3 of 3) Project Name: 629 Entler Avenue Bldg. #3 - Unconditioned Space Date Prepared: 11/22/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:•Donna Wallace Documentation Author Signature: Company' Donna Wallace Signature Date: 11/22/2016 Address: 399 E. 9th Avenue CEA Certification Identification (if applicable): City/state/zip: Chico, CA 95926 phone` 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. AA Responsible Designer Name: - - Gary Hawkins Responsible Designer Signature: JAZ Company: Gary Hawkins Architect Date Signed: ` `� lfa ` Address. 3045 Ceres Avenue, Suite 135 License: City/State/Zip: Chico, California 95973 phone: (530) 892-2700 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 08/15) 'CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE 'NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 1 of 4) Project Name: Date Prepared: 629 Entler Avenue BH6. #3 - Unconditioned Space 11/22/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: 0 CONDITIONED spaces 10 UNCONDITIONED spaces L A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES 4 If using Complete Building Method for compliance, use only the total in column (a) as total allowed building watts.' ❑ If us'in'g Area Categ6ry Method, Tailored Method, or a combination'of Area Category and Tailored Method f6r compliance, use only the total in column (b) as the total allowed building watts . 10,971- (a) 1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) TYPE OF BUILDING (From§140.6 Table 140.6-B) WATTS PER (ft) 2. Area Category Metho. d Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page).. 'COMPLETE -'BLDG. AREA 10,971. '0 3..Tail6red Method Allowed Watts. Documented in section A of NRCC-LTI-04-E. TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell'on NRCC-LTI-01, Page 2, Row I 10,971 ❑ Check here if building contains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE Watts 2 . 10,971- 3 4 TYPE OF BUILDING (From§140.6 Table 140.6-B) WATTS PER (ft) x 'COMPLETE -'BLDG. AREA ALLOWED WATTS Total Area: Total Watts. Enter Total Watts into section A, row 1 (Above on this page)l I C -1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (D plus E) Watts Total from section C-2 . 10,971- TVLCI I f tiUH C 3 I Vill 3C� V Total Watts. Enter Total Watts into section row 2 (Above on this page) ...10,971 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 9, STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 2 of 4) Project Name: 629 Entler Avenue Bldg. #3 -Unconditioned Space Date Prepared: 11/22/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces ❑ UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE ❑ Do not include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E. ❑ Separately list lighting for each primary function area as defined in §100.1 of the Standards. A B C D AREA CATEGORY (From §140.6 Table 140.6-C) WATTS ALLOWED Location in Building Primary Function Area per Table 140.6-C PER (ft') X AREA (ft') = WATTS Warehouses & RRs Comp Bldg Com & Ind Storage 0.60 13,975 8,385 Offices > 250 sf Office > 250 sqft 0.75 2,802 2,102 Offices < 250 sf Office <= 250 sqft 1.00 484 484 TOTALS 117,261 Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E (this compliance form) 10,971 WATTS CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance AUgU51 LUl� STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E Revised 08115 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 3 of 4) Project Name: 629 Entler Avenue Bldg. #3 - Unconditioned Space - Date Prepared: 11/22/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces m UNCONDITIONED spaces C-3 AREA CATEGORY METHOD ADDITIONAL LIGHTING WATTAGE ALLOWANCE (from Table 140.6-C Footnotes) A B CZ D E F G ALLOWED Additional Wattage WATTS Primary Sq Ft or Watts Allowance Description(s) and Quantity of Special Total Design Smaller of Function linear ft 1 Allowed (B x C) Luminaire Types in each Primary Function Area Watts 3 D or F TOTALS —Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES —Section C-1 .110 1. Use linear feet only for additional allowance for white board or chalk board. All other additional Area Category allowances shall use watts per square foot. 2 . Additional watts are available only when allowed according to the footnotes on bottom of Table 146-C, which include: Specialized task work; Ornamental lighting; Precision commercial and industrial work; Per linear foot of white board or chalk board; Accent, display and feature lighting; and Videoconferencing Studio lighting.. 3. Luminaire classification and wattage shall be determined in accordance with §130.0(c) of the Standards. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 4 of 4) Project Name: 629 Entler Avenue Bldg. #3 - Unconditioned Space - Date Prepared: 11/22/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: - - Company: Donna Wallace Signature Date: 11/22/2016 1 Address: _399 E. 9th Avenue CEA Certification Identification (if applicable): 4997 City/State/Zip: Chico, CA 95926 Phone. 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the , enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. '.Responsible -Designer Name: Gary Hawkins Responsible Designer Signature: Company: Gary Hawkins Architect Date Signed: - 'KD Address: 3045 Ceres Avenue, Suite 135 License: ' City/State/Zip: Chico, California 95973 Phone. (530) 892-2700 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 r I .en; BUILDING ENERGY ANALYSIS REPORT PROJECT: 629 EntlerAvenue Bldg. #3 - Outdoor Lighting 629 Entler Avenue Chico,. CA 95928 Project Designer: Gary Hawkins Architect 3045 Ceres.Avenue, Suite 135 .Chico, California 95973 (530) 892-2700 Report Prepared by: Donna Wallace Donna Wallace 399 E. 9th Avenue Chico, CA 95926 530-893-4982 f Job Number: Set 3 of 3 PERMIT# M/ 17-233 BUITTE G0LIN ' ORTLOPMENTSERVICES Date: '. RF�IFD FOR 11 /22/2016 Oi ) O F'LiANCE DATE_ By 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. Ener Pro 6. by Ener Soft User Number: 4997 ID: Set 3 of 3 TABLE OF CONTENTS Cover Page - 1 Table of Contents 2 Form LTO -01-E Outdoor Lighting, 3 Form LTO-02-E.Outdoor Lighting Controls 7 Form LTO -03-E Outdoor Lighting Power Allowances 10 r EnergyPro 6. by EnergySoft Job Number: ID: Set 3 of 3 User Number: 4997 P F STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E (Revised 06/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 1 of 4) Project Na— 629 Entler Avenue Bldg. #3 - Outdoor Lighting Date Prepared: 11/22/2016 A. General Information ' Project Address: 629 Entler Avenue Chico, CA 95928 Total Illuminated Hardscape Area 0 ' Phase of Construction: 0 New Construction ❑ Addition ❑ Alteration Outdoor Lighting Zone (OLZ) ❑ OLZ-1 ❑ OLZ-2 0 OLZ-3 ❑ OLZ-4 I have confirmed with the AH1 which OLZ applies to this site. For default lighting zone designations, see Title 24 Part 6., §10-114 B. Lighting Compliance Documents (check box for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. Q NRCC-LTO-01-E Certificate of Compliance 1� NRCC-LTO-02-E , Outdoor Lighting Controls. Certificate of Compliance 9 NRCC-LTO-03-E Outdoor Lighting Power Allowance Certificate of Compliance C. Summary of Allowed Outdoor Lighting Power Watts 1. 1 Sum Total ALLOWED Outdoor Lighting Wattage from NRCC-LTO-03-E, page 1 = 192 Complies ONLY, if Installed s Allowed 2. 1 Sum Total INSTALLED Outdoor lighting Wattage from NRCC-LTO-01-E, page 3 192 D. Declaration of Required Installation Certificates Declare by checking all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) 10 NRCI-LTO-01-E - Must be submitted for all buildings ❑ Field Inspector d NRCI-LTO-02-E - Must be submitted for a lighting control system, or for an Energy Management Control ❑ Field Inspector System (EMCS), to be recognized for compliance. E. Declaration of Required Certificates of Acceptance Declare by checking all of.the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) 0 NRCA-LTO-02-A - Must be submitted for outdoor lighting controls. 111 Field Inspector F. Schedule of luminaires exempt from the outdoor lighting power requirements in §140.7 Name or Symbol Description of exempt luminaire in accordance with the exemptions CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA ' OUTDOOR LIGHTING CEC-NRCC-LTO-01-E (Revised 08115) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-oi-E Outdoor Lighting (Page 2 of 4) Project Name: 629 Entler Avenue Bldg. #3 - Outdoor Lighting .Date Prepared: 11/22/2016 G. Schedule of luminaires exempt from the cutoff requirements in §130.2(b) Name or Symbol Description of exempt luminaire in accordance with the exemptions t H. Schedule of luminaires exempt from the outdoor lighting control requirements in §130.2(c) Name or Symbol Description of exempt luminaire in accordance with the exemptions CA Building Energy. Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E (Revised 08/15) --CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E .Outdoor Lighting (Page 3 of 4) Projed Name:. 629 Entler Avenue Bldg. #3 - Outdoor Lighting Date Prepared: 11/22/2016 I"Outdoor Lighting Schedule and Field Inspection Energy Checklist Field Luminaire Schedule Installed Watts Location Cutoff • -Inspector. A • B C D E F G H How wattage was determined M 2 -0 M Primary Function area in Name or Complete Luminaire Description a, tf 00 cu CU which these luminaires are S -n' Item Ta g co bD t- < T z C) E- installed E E 0 C) -0 E x W 0 U U 4,=Q 'o, D = Z J 0 F— U D D 12w LED •12.0❑ 16 1192'',,' Other Entrance/Exit 0 13 -01.- "o -0 0 0 -0 0 1:1 0 0 .0 [3 0- .0. C1 0 0 0 El 0 0 0 ❑ '0 0 0 0, %0 0 0 0 0 0 .0 0 .0-- 0 0 .0 w 0- 0 00 ❑0 0 % 0 0 INSTALLED WATTS PAGE TOTAL: Enter sum total of all pages (Sum Total 192 INSTALLED Outdoor lighting wattage) into 192 NRCC-LTO-01-E; Page 1 • CA Building Energy Efficiency Standards -,2013 Nonresidential Compliance August 2015 V., STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E (Revised 08/15) CALIFORNIA ENERGY COMMISSION �° CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 4 of 4) Project Name: 629 Entler Avenue Bldg. #3 - Outdoor Lighting Date Prepared: 11/22/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: Company: Donna Wallace Signature Date: 11/22/2016 Address: 399 E. 9th Avenue CEA Certification Identification (if applicable): 4997 y City/State/Zip: Chico, CA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s). issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certific to of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary Hawkins Responsible Designer Signature: Company: Gary Hawkins Architect Date Signed: ' O Address: 3045 Ceres Avenue, Suite 135 license: City/State/Zip: Chico, California 95973 Phone: (530) 892-2700 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS CEC-NRCC-LTO-02-E (Revised 08/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-02-E Outdoor Lighting Controls (Page 1 of 3) .Project Name:. 629 Entler.Avenue Bldg. #3 -Outdoor Lighting Date PrePzred: 11/22/2016 The NRCC-LTO-02-E shall be used to document all mandatory outdoor lighting controls that are applicable to the project. A. Mandatory Outdoor Lighting. Control Declaration Statements I .- Iv ' Check all that apply: ❑." Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance Efficiency Regulations in accordance with.§110.9(a). ❑ Lighting shall be controlled by a lighting control system or energy management control system.in accordance with §110.9. An Installation Certificate shall be submitted in accordance with §130.4(b). El All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's instructions in accordance with §130.1 ❑ Part -Night Outdoor Lighting Controls, as defined in Section 100.1(b), shall meet the requirements in Section 110.9(b)5 ❑ All outdoor incandescent luminaires rated over 100 watts, determined in accordance with Section 130.0(c), shall be controlled by a motion sensor. ❑ All outdoor luminaires rated for use with lamps greater than 150 lamp watts, determined in accordance with Section 130.0(c), shall comply with Backlight, Uplight, and Glare (collectively referred to as "BUG") in accordance with Section 130.2(b) 1� 'All installed outdoor lighting shall be controlled by a photocontrol or outdoor astronomical time -switch control in accordance with Section 130.2(c)1 L] All installed outdoor lighting shall be circuited and independently controlled from other electrical loads by an automatic scheduling control in accordance with Section 130.2(c)2 ❑ All installed outdoor lighting, where the bottom of the luminaire is mounted 24 feet or less above the ground, shall be controlled with automatic lighting controls in accordance with Section 130.2(c)3 ' ❑ For Outdoor Sales Frontage, Outdoor Sales Lots, and Outdoor Sales Canopies lighting, an automatic lighting control in accordance with Section 130.2(c)4 ❑ For Building Facade, Ornamental Hardscape and Outdoor Dining lighting, an automatic lighting control in accordance with Section 130.2(c)5 12 Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with §130.4.(a). Outdoor lighting controls shall comply with the applicable requirements of Section 130.2(c) and Reference Nonresidential Appendix NA7.8 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 Fail_ A ❑ ❑ ❑ ❑ 0 ❑ ❑, ❑ ❑ ❑ ❑ 'J ❑ ❑ O ❑ ❑ t i Field Inspector Y' 4 M Z o� _ O :2 Pass ❑ ❑ ❑ ❑ ❑ W :b (D :3 ❑ Z'0 Q ❑ ..� ❑ ❑ J O Q =f� SG C9 0 0 _ a 'r J w LLto W Oo LL d zio O u' s ao O) N 0 LLQ U ti O 73 E •. _w Z f` Q c5 w 3 .Q N O U U O d Fail_ A ❑ ❑ ❑ ❑ ❑ ❑ ❑, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ t i Field Inspector Y' Pass ❑ ❑ ❑ ❑ ❑ D :b ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ';✓ if Acceptance Test Required CL r v = «� x b(�)Z'0£T§ 3 W i w a a`, £(:))Z'0£T§ E CU U L v a c' m _ W T(:))Z'0£T§ rn o (e)Z•0£T§ U w «+ ' Sk O. CO uO G1 < c. O O 6J CGO C _. ,�- O ' . O_. LS _ U_:1 N U `C O C Y U C �.+ ' N '3 C a1 a, r O . v - C -. OG 0 �n: N O G) Ca M E L. OG a u -C ca m v, o LL - O ra -. N p _w C N C 5 U .. OG N C O N F0. L N O N .N + O u F E 1{ U L a+ O tKO O �_ t. •'� r O. �' �. • Q) + . c t •� i a0..O • .. m . .. O r E Cd LL STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS CEC-NRCC-LTO-02-E Revised 08/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-02-E Outdoor Lighting Controls (Page 3'of 3) Project Name: 629 Entler Avenue Bldg. #3 - Outdoor Lighting - Date Prepared: 11/22/2016 ' DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. , I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: ' ` - - - • ,, , Donna Wallace Company: Signature Date: Donna Wallace 11/22/2016 Address: 399 E. 9th Avenue CEA Certification Identification (if applicable): 4997 City/State/Zip: Phone: Chico, CA 95926 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT . I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3., The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of - Compliance conform to the requirements of Title 24, Part 1 and Part.6 of the California Code of Regulations. 4.11 The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. x Responsible Designer Name: - Gary Hawkins Responsible Designer Signature: ' Company: Gary Hawkins Architect Date Signed: •, Address: - 3045 Ceres Avenue, Suite 135 License: City/State/Zip: Phone: Chico, California 95973 (530) 892-2700 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance • STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES Fl GEG-NRCC-LT0-03-E (Revised 08115) GALIFURNIA ENEKGY GUMMISSIUN CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Powe r,AIIowa nces (Page 1 of 4) Project Name: 629 Entler Avenue Bldg. #3 -Outdoor Lighting' Date Prepared: 11/22/2016 A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY 1. General Hardscape Lighting Power Allowance (Site Total from Section B of NRCC-LTO-03-E) 1. 0 2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed watts determined in Section C-1 to C-4 of NRCC-LTO-03-E. PER APPLICATION PER UNIT LENGTH PER HARDSCAPE AREA PER SPECIFIC AREA from Section C-1 (SALES FRONTAGE) (ORNAMENTAL LIGHTING) from Section C-4. from Section C-2 from Section C-3 192 + 0 + 0 + 0 = 2. 192 3. Sum Total ALLOWED Outdoor Lighting Wattage (add rows 1 and 2) 3. 192 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area Wattage Allowance (AWA) Initial Wattage Linear Wattage Allowance (LWA)' Allowance(IWA) Total General Hardscape Lighting Allowance A B C D E F G H I Illuminated AWA Per Name of area Hardscape Area Square Foot AWA (B x C) Perimeter Length of LPA per LWA IWA General Hardscape Linear Foot (E x F) (Watts) D +'G + H TOTAL 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 M STATE OF CALIFORNIA t OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCGLT0-03E Revised 08115 GALIFUKNIA ENEKUY CUMMISSIUN CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Power Allowances (Page 2 of 4) Project Name: 629 Entler Avenue Bldg. #3 - Outdoor Lighting Date Prepared: 11/22/2016 C. ADDITIONAL "USE IT OR LOSE IT" OUTDOOR LIGHTING POWER ALLOWANCES FOR SPECIFIC APPLICATIONS ❑ The additional specific outdoor lighting power allowance shall be the smaller of the allowed lighting power or the actual lighting power used. ❑ Use Outdoor Lighting Zone (OLZ) that is documented on page 1 of NRCC-LTO-01-E to calculate the specific wattage allowances. C-1. WATTAGE ALLOWANCE PER APPLICATION — Table 140.7-B 11 Available only for qualifying locations, which include Building Entrances or Exits; Primary Entrances to Senior Care Facilities, Police Stations, Hospitals, Fire Stations, and Emergency Vehicle Facilities; Drive Up Windows; Vehicle Service Station Uncovered Fuel Dispenser ❑ If more than one luminaire type is used per location, use multiple rows for that location A B I C. I D E F G H I J Name of Location for which.allowance is claimed ALLOTTED WATTS DESIGN WATTS ALLOTTED WATTS Wattage Number of Allowance per Allotted qualifying qualifying Watts locations location (B x C) Luminaire Code or Symbol Luminaire Description Luminaire Watts per Quantity luminaire Design Watts (G x H) Allowed Watts (smaller of D or 1) Entry Doors 12 90 1,080 D 12w LED 16 12.0 192 192 z Sum total allowance per application on this site: 192 C-2. WATTAGE ALLOWANCE PER UNIT LENGTH (Sales Frontage) from Table 140.7-B ❑ If more than one luminaire type is used per location, use multiple rows for that location A B I C D E F G H I J Name of Location for which allowance is claimed ALLOTTED WATTS DESIGN WATTS Wattage Allotted Linear feet of Allowance per Watts Sales Frontage linear foot (B x C) Luminaire Code or Symbol Luminaire Description Luminaire Watts per Quantity luminaire Design Watts (G x H) Allowed Watts (smaller of D or 1) Sum total allowance for sales frontage on the site: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES Rn CEC-NRCC-LTO-03-E Revised 08/75 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Power Allowances (Page 3 of 4) Project Name: 629 Entler Avenue Bldg. #3 - Outdoor Lighting Date Prepared. 11/22/2016 C-3. WATTAGE ALLOWANCE PER SQUARE FOOT OF HARDSCAPE AREA (Ornamental Lighting) — Table 140.7-B ❑ Allowance for the total site illuminated hardscape area. Luminaires qualifying for this allowance shall be rated for 100 watts or less as determined in accordance with Section 130.0(c), and shall be post -top luminaires, lanterns, pendant luminaires, or chandeliers. ❑ If more than one luminaire type is used per location, use multiple rows for that location A B I ,C D E F G H I J Name of area for which ornamental allowance is claimed ALLOTTED WATTS DESIGN WATTS J Wattage Allotted Square feet of Allowance per Watts Hardscape square foot (B x C) Luminaire Code or Symbol Luminaire Description Luminaire Watts per Design Watts Quantity luminaire (G x H) Allowed Watts (smaller of D or 1) Illuminated Area of Application Wattage Allowance per square foot Allotted Watts (B x C) Luminaire Code or Symbol Luminaire Description Luminaire Quantity Watts per luminaire Design Watts (G x H) Allowed Watts (smaller of D or 1) J Sum total allowance for ornamental lighting on the site:. 0 C-4. WATTAGE ALLOWANCE PER SQUARE FOOT OF SPECIFIC AREA - Table 140.7-13 ❑ Allowances for Building Facades; Outdoor Sales Lots; Vehicle Service Station Hardscape; Vehicle Service Station Canopies; Sales Canopies; Non -sales Canopies; Guard Stations; Student Pick-up/Drop-off zone: Outdoor Dining; Special Security Lighting for Retail Parking and Pedestrian Hardscape. ❑ If more than one luminaire type is used per location, use multiple rows for that location A B C D E F. G H I J Name of Location for which allowance is claimed ALLOTTED WATTS DESIGN WATTS Illuminated Area of Application Wattage Allowance per square foot Allotted Watts (B x C) Luminaire Code or Symbol Luminaire Description Luminaire Quantity Watts per luminaire Design Watts (G x H) Allowed Watts (smaller of D or 1) Sum total allowance for specific area on the site: 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 a' i STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES rim-INVI CEC-NRCC-LTO-03-E (Revised 08/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E Outdoor Lighting Power Allowances (Page 4 of 4) Protect Name: 629 Entler Avenue Bldg.#3 - Out Lighting Date Prepared: 9 9 11/22/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: Company: Donna Wallace Signature Date: 11/22/2016 Address: 399 E. 9th Avenue CEA Certification Identification (if applicable): 4997 City/state/zip: Chico, CA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: I. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Gary Hawkins Responsible Designer Signature: 60kn, Company:, Gary Hawkins Architect Date Signed: Address: 3045 Ceres Avenue, Suite 135 License:_ City/State/Zip:Phone: Chico, California 95973 (530) 892-2700 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance August 2015 .E