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Specifications STRUCTURAL CALCULATIONS ,, FOR 10L I ie C Existing Kitchen H ,r : C ipport New King's Buffet.- 11530 SW Pac Highway 9 Y Tigard, Oregon 97223 FOR KoolTech Heating Air Conditions & Refrigeration 7516 NE 157 Ave. Vancouver, WA 98682 ALL COMPUTATION AND STRUCTURAL ENGINEERING FOR THIS PROJECT HAVE BEEN PERFORMED BY MYSELF OR UNDER MY DIRECT SUPERVISION. THESE CALCULATIONS ARE FOR THE ABOVE REFERENCED PROJCT SITE ONLY. THESE CALCULATIONS DO NOT APPLY TO SAME OR SIMILAR CONFIGURATIONS AT THIS SITE OR AT A DIFFERENT SITE, AND SHOULD BE VOID WITHOUT WET SIGNATURE. ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. THIS DESIGN IS BASED ON INFORMATION PROVIDED BY THE CLIENT WHO IS SOLEY RESPONSIBLE FOR THE ACCURACY OF SAME. NO LIABILITY IS ASSUMED OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYON THAT SHOWN ON THESE SHEETS. t � �S i g � ^ v D PR vR '9 t co <t OF� w � /°� CITY M 8,18 0 Approved [ t.]" 1 Conditionally Approved [ ] r/ t N ON See Letter to: Follow [ ] •' b / Attached Permit Number ! (z--- " • Addre ( ( 5 + - - LL e EXPIRES: 12 -31 -13 By: i „� Date: - ( Approved plans ■� shall be on job site. ■ Structural Engineers OFFICE COPY 100 East 13th Street • Suite 10 • Vancouver, WA 98660 Phone: (503) 384 -0460 • (360) 699 -0607 7ll'l1lllMll.Ill.IlIl.I.IlIllIll.lI. : 1:: .: „ i, i T 1 1 1 l t F 1 i t f 1 1 i i 1 i I l e E 1 F 1 j, . .... .. I r 1 ,. ..... 1 i r T �- - 0 1 C k TIE A'� / f j i 1 1 i 1 1 i 1 1S I 1 i I 1 1 j I y I � � D .1 , . " . • . • i _ :, l ........ ... fi ......... [ ...... ... . .... . 1 1 V:14 - - . 1 r J • 1 1 1 By c Project Relocated Kitchen Hood Support Job No. Associated New Kin g s Buffet Resturant 12 - lcI6 Consultants, t.ucatian Date Tig d, Pacific Hu,y //� Inc. Structural Engineers Tigard, OR Client Kool Tech Sheet No. 100 East 13th Street • Suite 10 • Vancouver, Washington 98660 1 Portland: (503) 384 -0460 • Vancouver: (360) 699 -0607 l- leatinq Aircondioninq and Refrigeration i I • 1 I 4 :"..emz, I . . : i . i .10-X *r t.P.4!..i_i CL.1 i ' i i f I l l I • t 1 l 1 3 i 4 Kr 491 Or 7 . , , 1.. r • 1 • 1 ii j I ! 1 I (:.. ! r 1 l l : 1 .......-1- . ... j ...... t- : J.vk- s.... a ............. I __ 1 1 t r 1 ,J[ 1 ......___.�_: __...._._._....i.- 2.i-- ___-- __— _-__._____._._.._ -..._. _..�. , _____�.__ I 1 ; I 1 iliEtT z : 1 i i je.,. 1 I 4.--0.01 C,1•4 1P-4:4 I Lics-ast ..a. 2. etia vS - - - - - j l ( : l ff ! f —VI 1 44 i 1 i F { i 1 , By: Project Relocated Kitchen 1-lood Support Job No. � Associated New Kings Buffet Resturant 12 -1q8 Consultants, `Ae'ti °n 11530 SN Pacific 1-Iwy Date / J ''') Inc. Structural Engineers Tigard, OR //[y/ L►- Client KOO1 Tech Sheet No. 100 East 13th Street • Suite 10 • Vancouver, Washington 98660 Portland: (503) 384 -0460 • Vancouver: (360) 699 -0607 l- leating Aircondioning and Refrigeration 2+ : . 1 ' i 1 .. 1 H --4--•-• ! 71./ : : I i 1 . t I 1 i 1 z1 I I I I i l F • i ! 3 I f i i i j 1 1 " i j 1 1 I. i i ._..__ __ ___1 .-o.... S . - - -tom - -�- -- - - ---a .... _ I i I i i 1 3 i i i i ( I l i } i S e l I i 1 i i 1 11"lI.lIMl.MIMl.MI. .......j ............. •.{ I 1 it I I I i i } ! l 1 1 E f t i 1 1 i 1 I•1 1 i . By: Project Relocated Kitchen 1-lood Support Job No. Locatio¢ Associated New Kings Buffet Resturant 12 -1% Consultants, 11530 SW Pacific Hwy Date Inc. Structural Engineers Tigard, OR e) 7 //& //2_ Client Kool Tech Sheet No. 100 East 13th Street • Suite 10 • Vancouver, Washington 98660 Portland: (503) 384 -0460 • Vancouver (360) 699-0607 1- leating Aircondioning and Refrigeration Title Block Line 1 Title : Job # You can change this area Engineer: ' using the 'Settings' menu item Project Desc.: and then using the 'Printing & Title Block' selection. Project Notes Title Block Line 6 Printed: 16 JUL 2012 10.16;.1 Wood Beam File: p:12012Jobs112 -198 - New Kings B Hood Support - Kool TechlEngineeringlCalc 12- 198.ec6 ENERCALC, INC. 1983 -2011, Build:6.11.12.15, Ver:6.0.25.0 Lic. # : KW- 06003830 Licensee : associated consultants inc. Description : Existing Ceiling Joists Material Properties Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 Analysis Method : Allowable Stress Design Fb - Tension 875.0 psi E : Modulus of Elasticity Load Combination 2006 IBC & ASCE 7 - 05 Fb - Compr 875.0 psi Ebend - xx 1,300.0ksi Fc - Prll 600.0 psi Eminbend - xx 470.0ksi Wood Species : Douglas Fir - Larch (North) Fc - Perp 625.0 psi Wood Grade : No.2 Fv 170.0 psi Ft 425.0 psi Density 31.570 pcf Beam Bracing : Completely Unbraced D(0.125) D(0.0133)J L(0.0133) 2x6 Span = 8.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.010, L = 0.010 ksf, Tributary Width = 1.330 ft, (Existing Loads) Point Load : D = 0.1250 k an, 4.0 ft, (Hood Hanger Reaction) • DESIGN SUMMARY Desi s n OK Maximum Bending Stress Ratio = 0.672 1 Maximum Shear Stress Ratio = 0.168: 1 Section used for this span 2x6 Section used for this span 2x6 fb : Actual = 734.36 psi fv : Actual = 28.58 psi FB : Allowable = 1,092.80 psi Fv : Allowable = 170.00 psi Load Combination +D+L +H Load Combination +D +L+H Location of maximum on span = 4.000ft Location of maximum on span = 7.560 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection 0.046 in Ratio = 2100 Max Upward L +Lr +S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.177 in Ratio = 541 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values . Segment Length Span # M V C d C FN C r C C t CL M fb Fb V fv Fv +0 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.518 0.117 1.000 1.300 1.000 1.000 1.000 0.961 0.36 565.53 1092.80 0.11 19.97 170.00 +D+L+H 1.300 1.000 1.000 1.000 0.961 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.672 0.168 1.000 1,300 1.000 1.000 1.000 0.961 0.46 734.36 1092.80 0.16 28.58 170.00 +D+0.750Lr+0.750L+H 1.300 1.000 1.000 1.000 0.961 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.633 0.155 1.000 1.300 1.000 1.000 1.000 0.961 0.44 692.15 1092.80 0.15 26.43 170.00 +D+0.750L+0.750S+H 1.300 1.000 1.000 1.000 0.961 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.633 0.155 1.000 1.300 1.000 1.000 1.000 0.961 0.44 692.15 1092.80 0.15 26.43 170.00 +D+0.750Lr+0.750L+0.750W+H 1.300 1.000 1.000 1.000 0.961 0.00 0.00 0.00 0.00 - Length = 8.0 ft 1 0.633 0.155 1.000 1.300 1.000 1.000 1.000 0.961 0.44 692.15 1092.80 0.15 26.43 170.00 +D+0.750L+0.7505+0.750W41 1.300 1.000 1.000 1.000 0.961 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.633 0.155 1.000 1.300 1.000 1.000 1.000 0.961 0.44 692.15 1092.80 0.15 26.43 170.00 +D+0.750Lr+0.750L+0.5250E+H 1.300 1.000 1.000 1.000 0.961 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.633 0.155 1.000 1.300 1.000 1.000 1.000 0.961 0.44 692.15 1092.80 0.15 26.43 170.00 40+0.750L+0.750S+0.5250E41 1.300 1.000 1.000 1.000 0.961 0.00 0.00 0.00 0.00 Title Block Line 1 Title : Job # You can change this area Engineer: • using the 'Settings' menu item Project Desc.: and then using the 'Printing & Title Block" selection. Project Notes Title Block Line 6 Printed 16 JUL 2012.10 16Am Wood Beam File: p:12012- Jobs112 -198 - New Kings B uffet Hood Support - Kool Tech\EngineeringlCalc112- 198.ec6 ENERCALC, INC. 1983 -2011, Build:6.11.12.15, Ver.6.0.25.0 Lic. # : KW- 06003830 Licensee : associated consultants inc. Description : Existing Ceiling Joists • Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C r C m C t C L M fb Fb V fv Fv Length = 8.0 ft 1 0.633 0.155 1.000 1.300 1.000 1.000 1.000 0.961 0.44 692.15 1092.80 0.15 26.43 170.00 • Overall Maximum Deflections - Unfactored Loads - - - - -- -------------- - - - - -- Load Combination Span Max. ' ' Defl Location in Span Load Combination Max. ' +' Defl Location in Span D+L 1 0.1773 4.040 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.169 0.169 D Only 0.116 0.116 L Only 0.053 0.053 D+L 0.169 0.169 • t i k ! t +. c.-10__.p �, _��.�- i • x.■ ' . I i t ) f� i ! t S„e( I y i 1 4olfe. / �_• i 1 0. y� { i y t t k oik __,P„. fy____-___2 , ._.5 ' 1 ---:__ t ■ 1 , 1 . /4 -0 i r . ... i ©� fit. -o. -. 7 1 • "'' i I { r S k : F y y 1 * vl ! eVo g "r":7• ...I! . ---:' --.,_______,._..._.... kN � k � r✓ i i j - s."a ; .ef° P- 4': W. I :. 0 By: Profeot Relocated Kitchen Hood Support Job No. • Associated Neu Kin g s Buffet Resturant pale 12 -1q8 IC Consultants, 11530 SW Pacific Hwy / Inc. Structural Engineers Tigard, OR i57—/1 !/Z_ Client Kool Tech Sheet No. 100 East 13th Street • Suite 10 • Vancouver, Washington 98660 .M.MM. lMM. : ' i ;. . Portland: (503)384 -0.160 •Vancouver. (360) 699 -0607 Location Heating Aircondioning and Refrigeration I _ I I ! t i i • .., v--1P--- Aiet-i-J4' i...*/, & , j I I 1 TrP' 1 i i : f i 1 , 1 I 1 i I 1 -i 1 1 r / ` .I I i I ! E 1 ' I I , ' I 1 I i I i I 1 i i l l I 1 1 i i i • I ., { ` - t t i i 1 j I I 1 i I I • l • i • • • • By: PCO)eot Relocated Kitchen 1-lood Support Job No. O r miimL . Associated New Kings Buffet Resturant 12 -1 Consultants, Iacation11530 SW Pacific l-Iwy Date Inc. Structural Engineers Tigard, OR C //6/1Z Client Kool Tech Sheet No. 100 Est 13th Street • Suite 10 • Vancouver, Washington 98660 Portland: (503) 384 -0460 • Vancouver: (360) 699 -0607 I- leatinq Aircondioning and Refrigeration lI!ll.IlIllIIIIMlIllIl.MllIl _. ? U N I STRUT P1000 & P1001 Channels 110 BEAM LOADING - P1000 BEAM LOADING - P1001 Max Dell. at Max Dell. at Allowable Uniform Uniform Loading at Deflection Allowable Uniform Uniform Loading at Deflection Span Uniform Load Load Span/180 Span/240 Span /360 Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs In Lbs In Lbs Lbs Lbs 24 1,690 0.06 1,690 1,690 1,690 24 3,130 * 0.03 3,130 * 3,130 * 3,130 * I 36 1,130 0.13 1,130 1,130 900 36 3,130 * 0.07 3,130 * 3,130 * 3,130_*_ 48 850 0.22 850 760 510 48 2,400 0.13 2,400 2,400 2,400 60 680 0.35 650 490 320 60 1,920 0.20 1,920 1,920 1,630 72 560 0.50 450 340 220 72 1,600 0.28 1,600 1,600 1,130 84 480 0.68 330 250 170 84 1,370 0.39 1,370 1,240 830 96 420 0.89 250 190 130 96 1,200 0.50 1,200 950 640 108 380 1.13 200 150 100 108 1,070 0.64 1,000 750 500 120 340 1.40 160 120 80 120 960 0.79 810 610 410 144 280 2.01 110 80 60 144 800 1.13 560 420 280 168 240 2.74 80 60 40 168 690 1.54 410 310 210 192 210 3.57 60 50 NR 192 600 2.01 320 240 160 216 190 4.52 50 40 NR 216 530 2.55 250 190 130 240 170 5.58 40 NR NR 240 480 3.15 200 150 100 i COLUMN LOADING - P1000 COLUMN LOADING - P1001 Maximum Maximum Unbraced Allowable Load Maximum Column Load Applied at C.G. Unbraced Allowable Load Maximum Column Load Applied at C.G. Height at Slot Face K = 0.65 K = 0.80 K =1.0 K =1.2 Height at Slot Face K = 0.65 K = 0.80 K =1.0 K =1.2 In Lbs Lbs Lbs Lbs Lbs In Lbs Lbs Lbs Lbs Lbs 24 3,450 10,750 9,900 8,770 7,730 24 6,430 25,060 24,620 23,900 23,050 36 3,050 8,910 7,730 6,370 5,280 36 6,230 24,000 23,050 21,570 19,890 48 2,660 7,250 5,980 4,660 3,770 48 5,950 22,590 21,030 18,690 16,170 60 2,290 5,890 4,660 3,600 2,940 60 5,620 20,890 18,690 15,540 12,400 72 2,000 4,800 3,770 2,940 2,380 72 5,240 18,990 16,170 12,400 8,960 84 1,760 4,010 3,170 2,460 1,970 84 4,830 16,970 13,640 9,470 6,580 96 1,570 3,450 2,730 2,090 1,650 96 4,390 14,900 11,200 7,250 5,040 108 1,410 3,020 2,380 1,800 ** 108 3,930 12,860 8,960 5,730 3,980 • 120 1,270 2,680 2,090 ** ** 120 3,510 10,910 7,250 4,640 * * Notes: ELEMENTS OF SECTION * Load limited by spot weld shear. P1000/P1001 ** Kv> 200 NR = Not Recommended. Parameter P1000 P1001 1. Above loads include the weight of the member. This weight must be Area of Section 0.556 In 1.112 In deducted to arrive at the net allowable load the beam will support. Axis 1 - 2. Long span beams should be supported in such a manner as to Moment of Inertia (I) 0.185 In" 0.930 In' prevent rotation and twist. Section Modulus (S) 0.202 In 0.572 In3 3. Allowable uniformly distributed loads are listed for various simple Radius of Gyration (r) 0.577 In 0.915 In spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and Axis 2 -2 corresponding deflection by 0.8. Moment of Inertia (I) 0.236 In' 0.472 In' 4. See page 61 for lateral bracing reduction charts. Section Modulus (S) 0.290 In 0.580 In 5. For Pierced Channel, Beam Load Values in the tables are multiplied Radius of Gyration (r) 0.651 In 0.651 In by the following factor: "DS" Series 70% "T" Series 85% "KO" Series 95% "H3" Series 90% "SL" Series 85% "HS" Series 90% Er -i? , ' `'' '_ 7 1 Framing System 8 lo • • • • 1 I i } • I 1 .. ... 1 ....... • I } I • 1 i ' . [ l l ._.___.___...__._._......._ 1 ...._ -_. ME _.._ __ ..___. .. j 1 : t • r .�.... ..: 1 _ .. ...... f . 7 ,4_ ____ ..._ 1 I, f . 1 ___ .... .w„..,-, ,-k-,:,-,- .._______ , 1 11/ ! ; A l Elm _ _ L i Y ....__._ -- ---____ ..__._.._...._..__._.___.._... 1 Milik • 1 1 al. I, . PeV1+ 14*H . Skik 1 ;I ■ r 1 : . , ,,l —�._ - >► _ __ _ _ _. _.__.._. __ _ _ _ I F . i ii 5 1 1 1 1 E a t • ! - t• 1 t C1 l i 4 io7 t 1 i 1 1 . ! t . . . I . 1 . . . i . . B y , Project Relocated Kitchen l --food Support Job No Associated New Kings Buffet Resturant 12_1g8 Consultants, Location 11530 SW 1 p acif is t-lwy Date Inc. StructuralEecineers Tigard, OR Client Kool Tech Sheet No. A. 1 00 East 13th Street • Suite 10 • Vancouver, Washington 98660 Portland: (503)384-0460 • Vancouver:(360)699 -0607 Heating Aircondioning and Refrigeration : ... ... 1_Fel E 3 1 i i toere.i ;4c • ,Gc ...... . • iimurimini • -� -- 1111 1 } \ i ....._.._.._.._...._.._E • .._........_.._.__..._._- ____._... .......______.._:..._._._.---_ - _..._... ._.. --- ----.___._._._ ...._.._..__-_.._ . ............................... I f. } � I , • ' t • T E i • i i 3 i 1 � } Br — Heel Relocated Kitchen Hood Support Job No Associated New Kings Buffet Resturant 12 -I°1 Consultants, °`a "° " 1 153 0 SN Pacific Hwy — °ate Inc. Structural Engineers Tigard, OR (lien[ Koo 1. Tech Sheet No 100 East 13th Street • Suite 10 • Vancouver, Washington 98660 Portland: (503) 384 -0460 • Vancouver: (360) 699-0607 Heating Aircondioninq and Refrigeration • i i 1 i - 1 I I { • I I r E I I I • I i : ∎► - �11 1 O. t t , 1 I 1 • I 0I :T .. ._._._.......__ "`- __.__. _.._.._.Y._. I ..._.._— ..__.. .- .._.._._._ — ._.....__�_......__•____. �__._.., _ I l i i _ ................._._..__.._...._.___...__._............._.... .....- ......._....._.._..__.... .... ° ; :1 1 • rt 1 — I I . _ - E i I I ; • 1 t I 3 • • 1 t . • • I I I t } i i 111 i 4 .. . . , , , , : i 1 � !, .. • til z. v' '� i . C I i I I 1 • • • t i • • • u • By: Project Relocated Kitchen Nood Support Job No. Associated New Kings Buffet Resturant 12 -1c18 E Consultants, 1. SN Pacific Nwy Date I nc. Structural Engineers Tigard, OR client Koo1 Tech Sheet. No. 100 East 13th Street • Suite 10 • Vancouver, Washington 98660 Portland: (503) 384-0460 • Vancouver: (360) 699 -0607 I- ieatinq Aircondioning and Refrigeration 3 ,, Sea c.e r RECrilisrr) c_.. JUL 2 6 2012 C1 YOp pG4 . w Fire �` r Pre L►sf� � rA� /6 G. ,fi 4 1 • ,0.,sei..4"" Roo New Ki e v FFef /1S30 P4c. Ai c hiwy TiG.46U, Or • ,'�¢ Refoca to Exist-1,15 c /gs5 I _ K i f Chen eX/iays IL Hood tAJ orK -to ee PerForstne -d 0 x/ cJ E 1 /e. "n11- . Co. Inc . /353/ C' /oi,- m on i way 0 re g o n e fy, or. CC 3l /4/6,090 #.oZ of +nos Qv FF'e..-t- f4 E c�v c1P LQyO'7` R (ocQ f x A Q u s� Slower 50 C 43:0 (2 o a F � re4 5e- C.- �j b -t 1 Re /oc-a71e. °l i1' Hood < �— uJ /pUeh New Kl'n5 s Qv FF -e.# Boor Lccy out . 5 (2 , z .,-- -- Ill a K e. v ' P i4 tr x/5�(►'►� Kifah ,�V � 0 / -4----- X , ill�i 1 UL AN `O \' / lb oo d FXh ac.)5i' 510 (Ai er- Ch a , Z ge in gpoF Le„e /- RtS G.a,s . 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