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HomeMy WebLinkAbout1815 Marine Dr 1 - Technical TECHNICAL Permit Address MG Man vle) Dr Project description p`f/Wx Gldcll-hon Date the permit was finaled e' Number of technical pages �3 ONLINE CERTIFICATIONS DIRECTORY BXUV.U41.5 Fire Resistance Ratings ANSI /UL 263 Page Bottom Design /System /Construction /Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. e When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. e Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings ANSI /UL. 263 See General Information for Fire Resistance Ratings ANSI /UL 263 Design No. U415 November 13, 2010 Nonbearing Wall Ratings 1, 2, 3 or 4 Hr •1CI3 iZCMt.a )PC t.1Of. y 11,. o,, 600 rcin: 0.0. 1 i j 1. Floor, Side and Ceiling Runners "1" shaped runner, min 2 -1/2 in. deep (min 4 in. deep when System C is used), with unequal legs of 1 in. and 2 in.,'fabricated from min 24 MSG (min 20 MSG when Item 46, 48 or 7 are used) gale steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. "E" shaped studs (Item 26) may be used as side runners in place of "J" shaped runners. 2. Steel Studs "C -H" shaped studs, min 2 -1/2 in. deep (min 4 in. deep when System C is used), fabricated from min 25 MSG (min 20 MSG when Items 20, 4A, 48 or 7 is used) oak' steel. Cut to lengths 3/8 to 1/2 in. less than floor -to- ceiling height and spaced 24 in. or 600 mm OC. 26. Steel Studs (Not Shown) "E" shaped studs installed back to back in place of "0 -8" shaped studs (Item 2) "E" shaped studs secured together with steel screws spaced a maximum 12 in. OC. Fabricated from min 25 MSG (min 20 MSG when Item 2D, 46, 4E or 7 is used) oak' steel, min 2 -1/2 in. deep (min 4 in. deep when System C is used), with one leg in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum liner parcels. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling heights. 2E. Furring Channels (Optional, not shown) For use with single or double layer systems. Resilient furring channels fabricated from min 25MSG corrosion protected steel, installed horizontally, and spaced vertically e ma): 24 in. OC. Flange portion of channel attached to each intersecting "C -H" or "5" stud on side of stud opposite tice 1 in. liner panels with 1/2 in. long Type 5 or 5 -12 pan -head steel screws. When furring channels are used, wallboard to be installed vertically only. Not to he used with Type FRX -G gypsum wallboard. Tyne RE-L1 (Item 46). Type Nelco !Iten, 4E;' or cementitious Packer units 1 2C. Furring Channels For use with System "Hat" shaped, 25 MSG gale steel furring channels attached directly over the inner layers of wallboard to each stud with 2 in. long Type S pan head steel screws. Screws alternate from top flange to bottom flange at each stud intersection. Furring channels spaced vertically max 24 in. OC. 2D. Steel Framing Members* (Optional, not shown) For use with single or double layer systems. Furring channels and Steel Framing Members as described below. Not to be used with Type FRX -G gypsum wallboard, Type RB -LBG (Item 4A), Type Neico (Item 4B) or cementitious backer units (Item 7): a. Furring Channels Formed of No. 25 MSG galv steel. 2 -3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item 3. b. Steel Framing Members* Used to attach furring channels (Item 2Da) to studs (Item 2 or 2A). Clips spaced max. 24 in. OC., and secured to studs with No. 8 x 1 -1/2 in. minimum self drilling, 5 -12 steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC Type RSIC -1. 3. Gypsum Board* Gypsum liner panels, norn 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in "H" portion of "C -H" studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panels attached to long leg of vertical "3" runners with 1 -5/8 in. long Type S steel screws spaced not greater than 12 in. OC. When wall height exceeds liner panel length, liner panel may be butted to extend to the full height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt joints in liner panels are staggered min 36 in. Butt joints backed with 6 in. by 22 iri. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard strips centered over butt joints and secured to liner panels with six 1 -1/2 in. long Type 0 steel screws, three screws along the 22 in. dimension at the top and bottom of the strips. CANADIAN GYPSUM COMPANY Type SLX UNITED STATES GYPSUM CO Type SLX USG MEXICO 5 A DE C V Type SLX 4. Gypsum Board* System B 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in two layers. Inner or base layer attached to studs with 1 in. bong Type 5 steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Outer or face layer attached to studs with 1 -5/8 in. long Type 5 steel screws spaced 12 in. OC when installed vertically and staggered 12 in. from base layer screws or 8 in. OC when installed horizontally and staggered 8 in. from base layer screws. Horizontal joints between inner and outer layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. CANADIAN GYPSUM COMPANY 1/2 in. Type C, IP -X2, IPC -AR or WRC; 5/8 in. Types AR, C, IP -AR, IP -X1, IP -X2, IPC AR, SCX, SHX, WRC, WRX UNITED STATES GYPSUM CO 1/2 irr. Types C, IP -X2, IPC -AP,, or WRC; 5/8 in. Types AR, C, FRX -G, IP -AR, IP -X1, IP- X2, IPC -AR, SCX, SHX, WRC, WRX, USGX 5. Joint Tape and Compound (Not Shown) Systems A, B, C, E, F, G, H, I Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound. 6. Batts and Blankets Systems A, B, E, F, 0, H, I (Optional) Mineral wool or glass fiber batts partially or completely filiiric stud cavity. Any mineral wool or glass fiber bate mineral bearing the UL Classification Markino as to Fire Resistance. BXUV.U415 Fire Resistance Ratings ANS1 /UL 263 *Bearing the UL Classification Mark Last Updated or 2010 -11 -15 Questions? Print this page Notice of Disclaimer Page Top CopYright n 2011 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2011 Underwriters Laboratories Inc.®" An independent organization worltine for a safer world with integriry. r) c nloo and knowledge. M eal 0 1 342 =1 1 steel studs m gypsum panels utilit line i x r metal pipe r l *r Y t -s k� }sue 55� i �1 f I r-,,,,,,, 3 t eY' .m :t omfinify r i 4 x W 'f i' F F ,41., Fi 14„" ...t„..„,. ,..,..„,...4,,,,. ,,,...,..,..„4„,,,.„,,,,,„..„..„,..,,,,,,...„ 4 :,-7-' I' r a safing msillatio 9 Fire stop for wall penetration, UL System No. W-L -1027 (metal pipe) and W -L -3023 (utility lines) II 0 40 J11► A v 40 aiii v w Nanlispin 40"" 1— Drywall partition/steel studs A 2— Metallic pipe 3— Forming material: Safing Insulation 4—Fill Material: FIRECOO= Compound Section A Wall assembly —UL System No. W -L -1027 (metal pipe); F Rating -2 hr., T Rating -0 hr. ch�merl0.indd 342 4,114 1/13/2009 2..3120 pm Steel Framing USG Steel J- Runner (JR) USG Steel C -H Stud (CH) 1 2V2" 4 6 1 I 1 1 11 a /a 2' /z 4", 6" r/32" USG Steel Jamb -Strut (JS) USG Steel E -Stud (ES) 1 t 1 2 I 4 2rl2 4 I r 3, I I 1 I II 1 ori 3 /e' l II 4 Thickness -Steel Framing' Components Design Thickness' Minimum Thickness Style in. I mils in. mils ga. CH, ES 0.0188 18 0.0179 18 25 JR 0.0239 22 0.0227 23 24 CH, ES. JR, JS 0.0359 33 0.0341 34 20 Structural Properties -Steel Framing Components Component Product Average Weight Area I S Allowance Design and Size Identification (Ib.lin. ft.) (sq. in.) (in. (cu. in.) Stress (ksi) 2 -1/2" C -H Stud 212CH -18 0.5186 0.1524 0.129 0.093 19.8 212CH -34 0.998 0.2910 0.239 0.1741 24.0 4" C -H Stud 40000 -18 0.6118 0.1798 0.383 0.162 19.8 4000H -34 1.243 0.3433 0.730 0.318 24.0 6" C -H Stud 6000H -34 1.366 0.4227 1.998 0.569 24.0 Double 6" E -Stud 600ES -18 1.546 0.3982 2.004 0.628 20.00 600ES -34 2.372 0.6364 3.400 1.094 20.00 2 -1/2" J- Runne( 212J8-23 0.448 0.1346 0.117 0.085 3.00 212J0 -34 10.670 0.2039 0.192 0.130 4.96 4" J- Runner 400JR -23 0.573 0.1705 0.351 0.163 3.00 400JR -34 0.857 0.2577 0.574 0.251 4.96 6" J-Runnei 600.18 -23 0.740 0.2183 0.937 0.295 3.00 600.16 -34 1.107 0.3295 1.523 0.457 _4.96 2 -1/2" Jamb Strut 212JS -34 0.818 0.2398 0.226 0.143 3.00 4" Jamb Strut 400JS -34 1.006 0.2936 0.647 0.270 3.00 6" Jamb Strut 600JS -34 1.256 1 0.3654 1.673 0.485 3.00 Note (a) Studs and runners comply with ASTM C645. lb) Properties of steel framing members have been calculated In conformance with ANSI Specification for the Design 01 Cold- Formed Steel Structural Members, 1990 edition. (c) Full section modulus to be used with corresponding design stress. 9 I1SG Shaft Wail Systems e 1 1 370 .4' 1:- X p A.) r 1 i C.) 0 MV-11 k •7_ i f. e i 7, e LL R e.., e? 0 (a ../.t. Z e 4 i .4_ ii/ 2 3 L. /I\ 7 ,1 r 1, S 2 7 1 1 2 J wa_Lci 1 f G 7 k 0 c4 vt i A 4 G R. v..■ w 0,_ i v 1 6 3 p s e---(=-- kAJ A/s- ck \C .7,1-: o c 13, C j o C 1 1 _(_ul' c(,,e- .67( W att y 4 ,.47.i's. -7. 4 r• c) &\oc 4 c ia 44- i.,- t ,171,5, "a 2 4 t •74"46 1 r' 2 1 li I 3 4 1';3) t 3 3 l. r a0)) -L.1 s I I v (4,1 j 2 /32 j ,7 `vS4 i 1 j 1 1( 1 t I i 49' 7 9 .1 ,f b )4 ,5 1 --'11 1 7 -7 4 l -i_ r 7- i 1 2 5) 1, I 6),/ I 0) P- awAsif •Z" _4:, 7 a V244 (L g *AI f 1 3 1 a i NAL 'CIA ko i 1 hOWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1 St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452-8574 FAX (360) 457-8020 Port Angeles, WA L LeSs 61 N 0 ft f 0 370 N-5 (.4 ,v i 7 cl, Le C NZ 0 0v 1 14.5 ,f In 1 ,!.i 3 -2. 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V 4 64 .S) a k./1`I GG fi 'c!^;/E 1 ',it r wil _,i)(4_ 5: 2 .5 .4. tl 3, 6)(2 ,SY -6 7 3 kfr iii4 z .7) i\)(s 5 S37 g x(.5).(2 "S.) 10 'l1 42 ),z- A 6. ,3239 7 35 Z /)2, ,755( +(173Y I) 4- s3a 4s-0 2-S C i (e q 4J i) 7 /.fi %.5 -:?--,---7-:--7,-----.-,---- �j Q R f A -7--..,,, 7,s o )4.7 ,I IZ 1Zci 6 2 71 13 3 z31 i- (7 3,6 (Z) -'i- (I 1, 7._Sj j (1 7 I I 2._ (±G/22( ti 3 2 z ,s 139 0 ap- z--,0 1, r v) cAow.})/ch )':Q.k. .i.,6,,,I, we.c 0 414: 7 i n/' .fit OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1st St., Port Angeles, WA 98362 Nippon Paper Industries USA Port Angeles, WA (360) 452 -8574 FAX (360) 457 -8020 4 7 07 (z49(2s4) ±(324) (4-421,7 2 zsi j) af 1 -7 2 _,---,0 le) f „.-7 .........L-_,. +0'0 °I S 0 7----, 1 4 e (6) L c, ,-:_.,..(c, I 2 -S 39 SP -1 Ho (0.33 2) 2. 2 up 51 IT ___7 -,V -'t I C,. 0 1 2C/4° -1- 16'2:c0. 5,33 cl'il'a (:(^0.‘41 L (cif +0 4 r) 6. 7) 3 7 C 52.c 4- /4) )r 2 104. 34.1-_ 1 4,3 2 0 L OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1S, St• Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452-8574 FAX (360) 457-8020 Port Angeles, WA 3 1 13 ?0 A k -(4 ./r) i 0 vv 1.. Ne q ty I 1.. (c J A'Y./ (,/i .A Pi f r A X al, I 1 t �1 (4 NI-41 2, `.t% c y f 4,, 6. )6 4, 7 7 e-- 3 e _,(7 7 4 I 1 J q -4.. e 4.- l as p /1 g 'er 1 -M h i 0 r s A, t i V25 L x Cl i 7' C 0 vvvp a 5 A 1 0 1,vi.a_eA i i �a�/ 'r' �4 J, 2 1,3 j, n l .J-` 9 v w t c S' \\ta?.. i .0 7 1 y r b C 2 =9"; co.41, w OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1s St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA g /A) 1137? r A,1 ..g yv._,T. (3---//c._/'6` ci. -el k.„■ ei i‹,4 3 r 3 -,Z 2, 2 K,f.5 =S0.7 TEE LZil 4=7 '2_ 2 7 il 7 E ii 73 I L,, 1 T 4 x' r t .1,) F a 7 1.---,,, 1 7) 1 °'I4 4 x S MIS) A 0 V 11 c— _pj 93') t 2 62 3 4 ,6- \ELLA z-1 2. D,, L: 1- 2. 8 1 _p Ll Gl 05" z: 9 pia �1�- 13 0 -77-2 2o71J --6,?..., d'I's/ cam, 0 2 i ^f E 0 c C L c e 5 G 4 4 5 P,5 2 OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1st St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA 7 ))37c 2 I t� 7 cif 9 ter.- .r..•. 20 00 ii2, Fv 73,24 f X Jiff 0x )0 90 I 4 gz,.. i 7' f. _,/7 '290 ,1 4)0,0 &Vc0 1v ))91 T 4 "Lc A A t__, 7 X 0 8 [A .1) 24; e z A C -i".) t,, 6"7204 4 z37z mil. z c g-)2 `f d Ll L, I, J. l i z A g o b ?X )2._--------e. I Z '11a-1 °s Q 4. f p et.�.r ∎,J yam^ s A ,3 37 r 6 c a -5.1_,A,-1-9-1 A mow..,. VI) .n( 1 0 9 eo,t foAL &)J m v 3$zz) �c� 4c 7'�',rii 2-A I Pft N2- l 22 (1 I 4 n Z8 1 t (3 za)(2 9 3oJ,) ,7 t O 1 Z I, 11 v\ o, 23 i '4'3 Z.0,{)., C tl �4 ,4 Cod xi, ;3 :5 )9 -7iii OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1st St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 4020 Port Angeles, WA 8 1 j 370 1 pG„,) 6 M� 2 sGo 333 Z$ II 4 1 7 9 2 A M J 1 J E G-7 n.,v g r (2) ti\e4_ E k.A.) ,5* et.A.t.2 3 1 =r rybi �r 6 2 1 0.7 c."`( b 0 seq. 20- 1 C o o d G Lo)*i: (7 f� +2©4 7_5'62_1 r- 73/ i3 2 kA4 rA )0 et -1 .X) (_3) 5 )7 7, 7-S) C 4) M 4 s S z p�= (3) -v 4 7 Oct,t OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1st St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA )37 0 //7-1-ky.f) CL.d.)- e..14)-76' 0 t -7 4 k ((2,(7, 1, 2� ie cl/ l'7. ZS o nos gp Mg Li )7090) t\i\Dt.@..(,3bX) 67),2 29'1 90t 7 2L 191 x,1�, tr 2 41.011, OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. ls St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA 16 1 1370 2 ---x6 g_ it it 3 Zo p SL6 rat- 2. 6 H pLo 2S 0 M zQJ(2,,.� S e� .�.1y,G <J� 4 4 MI 0 ao (3-i >i 1 4 ST1 (il) 0 /g X. 9 6 p,-� a T v 2 C✓ 2, 5 2. 1 'r� L i i 40 1, I !X a E., 2 I N\ L 6 (3 z oYz 7 r Qi9C U (15 2) c.---,....) 1 1., �)(3.l.ai.j,� l OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1st St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA 11 \370 1\1;40,,Q 6 Crc. i c_ Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude 48.13295 Longitude 123.465 Spectral Response Accelerations Ss and S1 Ss and S1 Mapped Spectral Acceleration Values Site Class B Fa 1.O ,Fv 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.115 (Ss, Site Class B) .s 0 S.q X %3 .S67 Sin 1.0 0.470 (S1, Site Class B) X St- 5 fQQ t of e c A n i C. (6. S) OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1 at St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA a 137 0 e r ri/Otid 2 4 WT:s- z z 7 1. 1 OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1st St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452-8574 FAX (360) 457-8020 Port Angeles, WA )L37Q P I /2 A 9 ,,,,,J pz7I (3 oCg .5) (,',7 ,y 9 -1, 0, i. .201-1, Zr 2 5) "r )7 t I 1 a :7 ›,,3 :7 2:13.s9 4 1 z.` d 1 "FE 0 )/2. ,5/ 7 -u.'\ 7 4 40)4 7 r i 2 ee C J 4 0 F 2 e/ L'\ 4 4-1 t? t .0 C4 kitr; 6 l'4-‘49( 4, °g a )2. mew; 14.0 )19(73. L. 6 7 i 4 p f 901 (c- 600 L I 2 0 1 4- (2-0 c3(.1)(p 6- 1) 7 (4 n l w F 0 CI 1 �o J g 7.,� w 5 ;4 0 i i I 2 i OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1st St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA i 4 i I .3 2 3 7 4 ,,k- QV4 L N 9 3sc, I' 7 0 c i K, OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1 St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452-8574 FAX (360) 457-8020 Port Angeles, WA it H 370 1 f r‘. t- v_1" 1 1 .S A --1 z ,5'A 3 STi 1 ,,p 1 2, o >e 4,8 r sr...... tx x '1-) 1,J 61,9-9 5..i, c_ 0 aLtp.. .(2c :r t),. N i r K9s 2Je 6 2>' 1 1, 3 r Q x i (1 .s 1.- ``t� 1. 2 27 I z -2, r 7/ -:5.1 J f 'l -)..f Co x j� x v i co Q 5, 0 ,e/ I 2__ .c .,v 4 i v ,sp ck.duz .e c# II „,.\...u.4._ a 2,c i 6 1.3 IN A- SO 2 3 M 3) 2. 1 &;3 ,3 0 (z j, (..3 apg.2:2, I7 97 z 300 ,Sr 1 1 (iS 3 4 4(0 S1 2,f% ��4 2� oraa ..(4.___ n 729 goDOJ�Y l OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition J 220 E. 1 s St., Port Angeles, WA 98362 Nippon Paper Industries USA Port Angeles, WA (360) 452 -8574 FAX (360) 457 -8020 1 13 20 t\co t4 )04(Gov? 7 ,C -1, (sys° p o) ki is 7 2e) 7 D 0) ,9) Ae 7, 7 9, 06 )-L55 r: r, 72 '4) 0 ;�Q F Y` )fie I to 3 l 0x4x!eR T :6',6,/4 2 >"4-24- 7-\.. cj 4 2)( t cp )K) 9.6(0 ic )/P x P 2 1 ofy 5 P2 te e OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1 St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA w, 7o .T .s a r -'..,,1\-c.t,tA n „,,r4 0 50) 72-8) os If 1)(1 P i atta 4)01 e 4d), 2, \n OWEN STRUCTURAL ENGINEERING INC. Corporate Office Addition 220 E. 1 S, St., Port Angeles, WA 98362 Nippon Paper Industries USA (360) 452 -8574 FAX (360) 457 -8020 Port Angeles, WA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily E nvelope- S ummary Zone 1Non Resid`ent'ai� ENrVS1U 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address S q e marine Drive Date 11/2/2011 Port Angeles, WA 98362 For Building Department Use 3 Fill out this line on ENV -SUM1 C t Applicant Name: Nippon Paper Industries Applicant Address: 1902 Marine Drive Applicant Phone: 457_4474 Project Description I New Building El Addition Alteration Change of Use 15 Prescriptive Component Performance Seattle EnvStd Compliance Option (See Decision Flowchart (over) for qualifications) Systems Analysis Occupancy Group O Nonresidential 0 Multifamily Residential Climate Zone 0 Climate Zone 1 0 Climate Zone 2 See WSEC 302.3 for county list) Fenestration Area Total Fenestration Calculation (rough opening) Gross Exterior These fenestration and wall values are (vertical overhd) divided by Wall Area times 100 equals Fenestration calculated per inputs provided in the ENV-UA form. In the electronic form 240.0 1764.0 X 100 13.6% thpcp npILc antn -fill and nannnt hp prtitprf O yes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as Semi- Heated Path prescriptive path and must be calculated separately from other conditioned spaces. Limited to Q no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Envelope Requirements continued Minimum Insulation R- values Maximum U- factors Roofs Insulation Above Deck Vertical Fenestration Roofs Metal Building Non -Metal Frame 0.4 0 Roofs Single Rafter 38. 0 Metal Frame Roofs Attic and All Others 4 9. 0 Entrance Door 0.20 Walls Mass Skylights Without Curb Walls Metal Building Skylights With Curb Walls Steel Framed Opaque Doors Swinging 0 .20 Walls Wood Framed and Other 21 0 Opaque Doors Non Swinging Floors Mass 10 .000 Maximum SHGC (or SC) Floors Steel Joist Vertical Fenestration Floors Wood Framed and Other 30 000 Non -North Maximum F- factors North Slabs -on -Grade Unheated 0 .54 Skylights Slabs -on -Grade Heated Notes: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope, Summary,, No nsResidential S UM H 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Minimum Requirements Use table to determine if project qualifies for the optional for Prescriptive Option Prescriptive Option. All components must meet the stated Climate Zone Climate Zone 1 Climate Zone 2 Nonresidential I Residential, Other Nonresidential Residential, Other than Occupancy Group J I than Single -Family Single -Family Opaque Elements Insulation Min. R -Value Roof s Insulation Entirely above Deck R -30 c.i. R -38 c.i. R -30 c.i. R -38 c.i. Metal Building R -25 +R -11 Ls R -25 +R -11 Ls R -25 +R-11 Ls R -25 +R -11 Ls Single -Rafter R -38 R -38 R -38 R -38 Attic and Other R -38 adv or R-49 R -38 adv or R49 R -38 adv or R-49 R -38 adv or R49 Walls, Above grade Mass R -5.7 c.i.' I2-11.4 c.i' R -7.6 c.i. R -13.3 c.i. Metal Building R -13 +R -7.5 c.i. R -19 +R -8.5 c.i. R -I3 +R -7.5 c.i. R -19 +R -16 c.i. Steel Framed R -13 +R- 7.5c.i. R -19 +R -8.5 c.i. R -13 +R -7.5 c.i. R- 19 +R -14 c.i. Wood Framed and Other R -21 R -13 R- 6 c.i. R -13 R -7.5 c.i., or R -21 R -5 c.i. R -21 +R -2.5 c.i. Below Grade Wall Same as above grade Same as above grade Floor s Mass R -30 c.i. R -30 c.i. R -30 c.i. R -30 c.i. Steel Joist R -38 R-4 c.i. R -38 R-4 c.i. R -38 R-4 c.i. R -38.0 R-4 c.i. Wood Framed and Other R -30 R -30 R -30 R -30 Slab On Grade Floors Unheated R -10 for 24 in. (with R -10 for 24 in. (with R -10 for 24 in. (with R -10 for 24 in. (with thermal break) thermal break). thermal break) thermal break) Heated R -10 c.i.(with thermal R -10 c.i. (with thermal R -10 c.i. (with thermal R -10 c.i. (with thermal break) break) break) break) Opaque Doors MaximumU- Factor Swinging U -0.600 U -0.400 I U -0.600 l U -0.400 Non Swinging U -0.600 I U -0.400 U -0.600 U -0.400 Fenestration 0-40% of Wall Assembly Maximum U- factor (NFRC Rated) Vertical Fenestration Nonmetal framing U -0.32 U -0.32 U -0.32 U -0.32 Metal framing U -0.40 U -0.40 U -0.4p0 U -0.40 Entrance doors U -0.60 U -0.60 U -0.60 U -0.60 Skylights Without curb (i.e. sloped U -0.50 U -0.50 U -0.50 U -0.50 With curb (i.e. individual unit U -0.60 U -0.60 U -0.60 U -0.60 Fenestration 0 -40% of Wall Assembly Maximum SHGC Factor Vertical Fenestration SHGC -0.40 all, OR No Requirement SHGC -0.40 all, OR No Requirement SHGC -0.45 all PLUS SHGC -0.45 all PLUS permanent PF 0.50 on permanent PF 0.50 on west, south, east west, south, east Skylights SHGC -0.35 SHGC -0.35 _SHGC -0.35 SHGC -0.35 The following definitions apply: c.i. continuous insulation, Ls liner system (see t 11iEIRnf) Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 312ss on ligtiolly and 48 inches or less on center horizontally, with ungrouted cores filled with material having a maximwnndu, y of ll'ler 'ft2'fi. 0.44 u 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily `Envelo pe .UA' Ca lculat`ions Zone Non Resid enti l r E N; V y U' A 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address 1902 Marine Drive Date 11/02/2011 Occupancy Group Nonresidential Multifamily residential Clear For Building Department Use Climate Zone Q Zone 1 0 Zone 2 Fenestration Area as gross exterior wall area 13.6% Max. Target: 40 .0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SHGC form. 2: U- factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide assembly ID page /plan for each bldg. element U- factor x Area (A) UA (U x A; U- factor x Area (A) UA (U x A) Y R= ID: 0.034 a R= ID: Above Deck Insulation U -0.034 in R= ID: -p R= ID: 0.031 R= ID: Metal Building U -0.031 R= ID: R =49 ID: 0.020 2536 50.7 0.027 2920 78.8 a> l g R. 38 ID: 0.026 384 10. 0 Single raft, attic, other U -0.027 R= ID: E R= ID: 0.064 u- R= ID: Steel frame /metal bldg U -0.064 a� R= ID: R= ID: R =21 ID: 0.048 1484 71.2 0.057 1484 84.6 y o R= ID: Wood Frame, other U -0.057 o R= ID: g R= ID: o- R= ID: 0.150 as On y R= ID: Mass WaII U -0.150 m R= ID: R= ID: Proposed assembly U- factor from Tables 10 -5 thru 10 -5B O R= ID: 0.150 To a R= ID: Assumed to be Mass Wall U -0.150 m m R= ID: 6 Proposed assembly U- factor from Tables 10 -5 thru 10 -5B. Do NOT use Table 10 -1. m U =0.2 ID: 41 0.60 41 24.3 m g U= ID: All Doors U -0.60 o U= ID: y R =30 ID: 2464 0.029 2464 71.5 R= ID: Floors' U -0.029 R= ID: F- factor x Perimeter UA(U x A) F- factor x Perimeter UA (U x A) m R 10 ID: 140 0.540 140 75.6 R= ID: Slab -On -Grade U -0.540 50 R= ID: R= ID: 0.360 d R= ID: Heated Slab -On -Grade U -0.360 Proposed assembly F- factors can use the unheated values in Table 10 -2 *Zone 1 CMU walls meeting Table 13 -1 Footnote 1 can be entered Area UA r Area UA with U -value of 0.15 rather than Table 10 -5b values. Plans must Page 1 dearly state footnote rPniriramPntc Subtotal 7048 132 7048 335 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily r,+r ,x. i f `53.:x' s,."",e"' SHGC CaI'ceuflati Zane 1 NIan R esiden t i a 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address 1902 Marine Drive Fenestration Area as gross exterior wall area 13.6% prop. 40 Max.Target Prescriptive PF Credit 0 Yes 0 No Vertical North Facing Credit (1323.3 Exp. 2) 0 Yes 0 No Notes: To comply the Proposed total SHGC x A for all fenestration (vertical skylights) shall not exceed Target total SHGC x A. If the north facing credit is used then the north and non -north must comply separately with skylights being included with the non -north vertical fenestration. Skylights Proposed SHGC List ID page NFRC or glass only SHGC* x Area (A) SHGC x A ID: ID: ID: ID: ID: Note: Manufacturer's SC may be used in lieu of SHGC. Totals Nonresidential compliance is based upon combined skylight and vertical fenestration performance. Residential compliance is based upon skylight only. All Non North Vertical Fenestration Proposed SHGC List ID page NFRC or glass only SHGC+ PF PF Adjusted x Area (A) SHGC x A Mult* SHGC ID: ID: ID: ID: ID: ID: ID: ID: ID: ID: +Note: If projection factors or north vertical glazing credit are used Totals then vertical fenestration must be entered according to orientation. If neither are used then ventical fenestration can be entered in either section. Non -North Total Note: Manufacturer's SC may be used in lieu of SHGC. Fenestration that separates conditioned space from a non conditioned or semi conditioned space shall be listed here with a proposed SHGC equal to the target value. Aln+n PA, d +inlicrn nnlu •nnh, if nmr•nrin +iun DC nrnAi+ nn+ „n nrl North Vertical Fenestration Proposed SHGC List ID page NFRC or glass only SHGC+ PF PF Adjusted x Area (A) SHGC x A Mult* SHGC ID: ID: ID: ID: ID: ID: North Total For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit is used then north facing vertical fenestration must comply separately from non -north vertical Area SHGC x A fenestration and skylights. Grand Total LESS PROPOSED VERTICAL GLASS HERE 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Bub d h Per wilt Pllans Checki gr b k X �V 1 -W WORK 60. A t k _.a.. -.s ...a� .u.3 L.rx E 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address 1902 Marine Drive (Date 11/3/2011 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,na) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed N.A. 1310.2 Semi heated spaces Semi heated spaces identified on plans if allowed N.A. 1310.3 Cold Storage refrigerate All refrigerated spaces identified on plans. ENV -RFG completed. 1311 Insulation Yes 1311.1 General installation Indicate installation nethod, densities and clearances to achieve 1 of 2 intended R -value of all insulation materials 1 of 17 Yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; 1 of 2 Indicate clearances for attic insulation; Indicate baffles if eave vents installed; 1 of 17 Indicate face stapling of faced batts Yes 1311.3 Wall insulation Indicate R -value and framing material on wall sections; Indicate face stapling of faced batts; 1 of e Indicate above grade exterior insulation is protected; 1 of 17 Indicate mass of masonry walls if mass wall claimed Indicate loose -fill core insulation for masonry walls as necessary Indicate frequency of grouted cores and bond beams as necessary Yes 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; 1 of 2 Indicate supports not more than 24" o.c.; 1 of 17 Indicate that insulation does not block airflow through foundation vents. Yes 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; 1 of 2 Indicate slab insulation extends down vertically 24" from top; 1 of 17 Indicate above grade exterior insulation is protected N.A. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate stab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Yes 1312 Glazing and doors Provide calculation of vertical and overhead glazing area as percent of gross wall area 1 of 17 Yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door 1 or r schedule (provide area weighted calculations as necessary); 1 of 17 Indicate if values are NFRC or default, if default then specify frame type, glazing layers, gapwidth, low -e coatings, gas filling No 1312.2 SHGC SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area weighted calculations by orientation as necessary) 1313 Moisture control Yes 1313.1 Vapor retarders Indicate vapor retarders applied to warm side of insulation 1 of 17 Yes 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; or list exception 1 of 17 Indicate vap. retard. with sealed seams for non -wood structure Yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1 of 17 Yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1 of 17 Yes 1313.5 Crawl space vap. ret. Indicate required grade ground cover with required overlapping. 1 of 17 1314 Air leakage Yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1 of 17 Yes 1314.2 Glazing /door sealing Specify maximum air leakage rates for fenestration and door products 1 of 17 Yes 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing 1 of 17 Yes 1314.4 Recessed Lighting Fixtun Indicate IC rating, ASTM E283 cert., and gasketing or caulking to ceiling 1 of 17 No 1314.5 Loading Dock Seal Indicate weatherseal at cargo and loading dock doors No 1314.6 Continuous Air Barrier Indicate air barrier sealing on all roof, wall floor details Indicate leakage testing method. Provide testing results to building official. Max. leakage of 0.40 cfm/ft2 at 0.3 inch w.g. PRESCRIPTIVE PERFORMANCE (Sections 1320 -1323) Yes ENV -SUM Form Completed and attached. Yes 1323 Glazing Indicate number of glazing panes and location of emissivity coating or exception taken sh. i COMPONENT PERFORMANCE 1330 -1338) ENV -SUM, ENV -UA, (Completed and attached. ENV -SHGC Forms if "no" is shown for any question, provide explanation: Did not compute SHGC SC 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential R Sum j P' S U V1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address f Marine Drive A. Date 11/2/2011 Port Angeles, WA 98362 For Building Department Use OCCS"\t/e..- 3 Fill out this line on PRJ -SUM Applicant Name: Nippon Paper Industries Applicant Address: 1902 Marine Drive Applicant Phone: 457 -4474 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential f 4 ioir Li Ihtdi FSum101 4 4 LTG_ =1NT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 1902 Marine Drive Date 11/2/2011 Port Angeles, WA 98362 For Building Department Use 3 Fill out this line on PRJ -SUM Applicant Name: Nippon Paper Industries Applicant Address: 1902 Marine Drive Applicant Phone: 457 4474 Project Description New Building 15 Addition Alteration Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) Alteration Exceptions No changes are being made to the lighting and space use not changed (check appropriate box sec. 1132.3) Less than 60% of the fixtures new, installed wattage not increased, space use not changed. Maximum Allowed Lighting Wattage Location Allowed Liross Intenor (floor plan /room Occupancy Description Watts per ft Area in ft Allowed x Area All locations Office building addition office /administrative areas 0.91 2984 2715 From Table 15 -1 (over) document all exceptions on form LTG -LPA Total Allowed Watts 2715 Proposed Lighting Wattage Location Number of Watts/ Watts (floor plan /room Fixture Description Fixtures Fixture Proposed Offices A,B,C,D,E Surface Mounted Fluor Ceiling, F032T8, 2 tubes, HE bal 13 64 832 Conference Rm Surface Mounted Fluor Ceiling, F032T8, 2 tubes, HE bai 9 64 576 Restrooms Surface Mounted Fluor Ceiling, F032T6, 1 tube, HE bal] 4 32 128 Entry Surface Mounted Fluor Ceiling, F032T8, 2 tubes, HE bal 3 64 192 Exit areas Lighted Exit Signs All Pro AP7OG 2 6 12 Hallway Surface Mounted Fluor Ceiling, F032T8, 2 tubes, HE be] 6 64 384 Restrooms Wall mount, Efficient Lighting, 2 -24 watt GU24 bulbs 4 48 192 Stairwell area Recessed HALO H272ICAT, 24 Watt rings, motion timer 2 24 48 Stairwell area Surface Mounted Fluor Ceiling, F032T8, 2 tubes, HE bal 1 64 64 Throughout Emergency lts, APZSQ -120v. 6V 5.2W lamps 4 6 24 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2452 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information, 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage Other Qualification L ighting o ualification Checklist Check if 95 /o or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and fixture Fixtures 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, answer is checked, the number of fixtures in (Section c) 5 watt T 1, T 2, T T 5, T 8, or CFL lamps, and d) hard wired electronic the space is not limited by Code. Clearly 1521) indicate these spaces on plans. If not dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA) Use' LPA (W/ft`) Use' LPA` (W /ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities 0.91 of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', 1.20 Police and fire stations 0.90 restaurants /bars Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retain'', retail banking, mall concourses, wholesale 1.33 stores (pallet rack shelving) Exercise center 0.95 School buildings (Group E Occupancy only), school 1.00 classrooms, day care centers Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1.20 Transportation 0.80 1 -2 Occupancies Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified 1.62 Workshops 1.20 "laboratory" shall meet office and other appropriate categories) Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and 0.80 washrooms, elevator lobbies Footnotes for Table 15 1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.1 wlft may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three quarter- height partitions (transparent or opaque) and lighting for free standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of fumiture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an-additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be tumed off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height. is submitted. the square footage for a warehouse may be defined, for 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Proj Addres: Marine Drive Date 11/1/2011 Port Angeles, WA 98362 For Building Department Use 3 Fill out this line on PRJ -SUM Name: Nippon Paper Industries Appl. Name 1902 Marine Drive Appl. Phone 457 -4474 Project Description New 151 Addition Alteration Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone O 7nne 1 7nno 7 O 7nno a O 7nne 4 (as specified by Jurisdiction) Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds Efficacy 60 lumens/W Controlled by motion sensor (luminaires 100 Watts) Exemption (list) Alteration Exceptions No changes are being made to the lighting and space use not changed. (check appropriate box sec. 1132.3) Less than 60% of fixtures are new, installed wattage not increased, space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance:I 750 I Allowed Watts Area (ft`), perimeter Allowed Watts Tradable Surfaces Description per ft or per If (If) or of items x ft (or x If) Other Entries Wall mounted flood light w /photo cell 20 W /LF of door widt 6 120 Other Entries Wall mounted flood light w /photo cell, down 20 W /LF of door widt 3 60 Other Entries wall mounted flood light w /photo cell 20 W /LF of door widt 3 60 Total Allowed Tradable Watts: 240 Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed Building entrances wall mounted flood light with photo cell 3 13 39 Building entrances surface mounted fixture Exterior 2 -7 1 14 14 Entrrance Flood light /photo cell w /motion sensor 1 100 100 Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: 153 the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non tradable categories. Non Tradable Maximum Allowed Lighting W Base Site Allowance Remaining: I 750 I Allowed Watts Area (ft perimeter Allowed Watts Non Tradable Surfaces Description per ft or er If p (If) or of items x ft (or x If) Non- Tradable Proposed Lighting Wattage Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed Bldg. Facade (by area) Non tradable proposed watts may not exceed allowed watts for any individual Total excess Non Tradable watts: 0 surface unless the total excess watts for all non tradable surfaces are less than the 750 remaining site allowance. Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior L�ig S "k u LTG E 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Specific area description Zone 1 Zone 2 Zone 3 Zone 4 Base site allowance' 500 W 600 W 750 W 1300 W Tradable Surfaces 2 Uncovered Parking Parking Lots and drives 0.04 W /ft 0.06 W /ft 0.10 W /ft 0.13 W /ft Areas Building Grounds Walkways less than 10 ft wide 0.7 W /linear 0.7 W/ 0.8 W/ 1.0 W/ foot linear foot linear foot linear foot Walkways 10 ft wide or greater 0.14 W/ft 0.14 W /ft 0.16 W /ft 0.2 W /ft Plaza areas Special feature areas Exterior Stairways 0.75 W /ft 1.0 W /ft 1.0 W/ft 1.0 W/ft Pedestrian tunnel 0.15 W /ft 0.15 W /ft 0.2 W /ft 0.3 WI& Landscaping 0.04 W /ft 0.05 W /ft 0.05 W /ft 0.05 W /ft Building Entrances 20 W/linear 20 W/linear 30 W/linear 30 W /linear and Exits Main entries foot of door foot of door foot of door foot of door width width width width Other doors 20 W/linear 20 W /linear 20 W/linear 20 W/linear foot of door foot of door foot of door foot of door width width width width Entry canopies 0.25 W /ft 0.25 W /ft 0.4 W /ft` 0.4 W /ft Sales Canopies Free standing and attached 0.6 W /ft 0.6 W /ft 0.8 W/ft 1.0 W /ft Outdoor Sates Open areas 0.25 W /ft 0.25 WI& 0.5 W /ft 0.7 W/fr Street frontage for vehicle No 10 W /linear 10 W/linear 30 W /linear sales lots in addition to "open Allowance foot foot foot area allowance Non Tradable Surfaces Building Facades No Allowance 0.1 W /ft for 0.15 W/ft for 0.2 W /ft for each each each illuminated illuminated illuminated wall or surface' wall or surface wall or surface Automated teller machines and night depositories 270 W per 270 W per 270 W per 270 W per location' location' location' location Entrances and gatehouse inspection stations at guarded 0.75 W /ft of covered uncovered area facilities Loading areas for law enforcement, fire, ambulance 0.5 W /ft of covered uncovered area and other emergency service vehicles Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W /ft Drive -up Windows Doors 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May altemately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May altemately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Powe `r AIIOwa Adlustments F ,LTG LPA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address 11902 Marine Drive 'Date 11/2/2011 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Li: kiting Power Allowances (Interior) Location Allowed Ceiling Height Ceiling Height limit Adjusted LPA (floor plan/room Occupancy Description Watts per ft2 for this room for this exception** Watts per ft From Table 15 -1 based on exceptions listed in footnotes 2009 Washin•ton State Energ Code Compliance Form for Nonresidential and Multifamil Residential Lighting Motor and Transformer Permit Plans Checklist LTG -CHK 4 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Addr ess 1902 Marine Drive (Date 11/1/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes, no, n.a.) Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations sht. 2 Yes 1513.2 Area controls Maximum limit per switch 6 amps Yes 1513.3 Daylight zone control Schedule with type and features, indicate locations sht. 2 Yes vertical glazing Indicate vertical glazing on plans sht. 2 N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display /exhib /special Indicate separate controls Yes 1513.5 Exterior shut -off Schedule with type and features, indicate location No (a) timer w /backup Indicate location sht. 2 Yes (b) photocell. Indicate location sht. 2 Yes 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations sht. 2 No 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans sht. 2 N.A. 1513.7 Hotel /motel controls Indicate location of room master controls Sht. 2 Yes 1513.8 Commissioning Indicate requirements for lighting controls commissioning Sht. 2 EXIT SIGNS (Section 1514) Yes I 1514 'Max. watts 'Indicate watts for each exit sign 1 61 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Completed and attached. Schedule with fixture types, Summary Form lamps, ballasts, watts per fixture as 1532 Exterior Lighting Completed and attached. Schedule with fixture types, Summary Form lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. I 1511 lElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) N.A. I 1540 'Transformers !Indicate size and efficiency 1 I If "no" is circled for any question, provide explanation: Exteriors have photo cells and /or motion detector.