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' , EMI° 1-- /2. 4/ .---- L I ( : ' - , 2,\\I �' r� rat r� r� rti• I - 1— `•1 `•' .01 r•C • i i '•f OFFICE C 0 Y i tp 4•� - Est • i 2-Y iyco ( ' g1;1 ii, a _..F-___- 1_ - ._,+_ .-.41' , _ ____— .-7—___ 41',.._ _ I All- y _ ' Ml ' 15989 SW 72nd Ave-Google Maps Page 1 of 1 ©1#W' 111111116.1111E11.111V -- Tigard,OR 97224 45.404368,-122.749447 Street View R NY IP I 1159:9M daW , ;/ oiltn Irol* . AL 1 CAA-0 v i'• / \ / E Fl '0 0 / ., ot ,t , •. .:. @ ,frer r tO - rirti-k /0 / ate ZA ifra) / li,‘Z o c-k) \ 41PU / , 3 +4•,It v. 0 • 4 It 4 Ail Pi It ' 1t `' .. , 4 0 MO- . 'IMP PRI- Fig giA-)l0 40 Imagery©2015 Google,Map data©2015 Google 20 ft n ht+no•//ainamr /mane/nlana/1 GQRQ+C VI +77ntl-1-AAu +Tinani+41R+Q7114./631d6 An 4.07/11115 4/23/2015 NOLA-Fan Submittal Oil as sairaminia •■•��I-- �3�— enema,t t, — WWI COMMERCIAL VENTILATION EQUIPMENTr 1O Order#2278214 - DOMINO'S-TIGARD , Fan#1 NCA14FA (124 lbs./32 curb) Belt Drive Centrifugal Upblast Exhaust Fan with 15.75"wheel Construction Features Housing constructed of heavy gauge aluminum•Centrifugal Exhaust Motor: backward inclined,non-overloading wheel built out of 3003-H14 Model.75180S3E56-S75PP,0.75 HP,3 Phs,208 V,60Hz,2.9 FLA, aluminum•Weatherproof safety disconnect switch•Grease spout ODP(Open Drip Proof) welded to housing•Vibration isolators•Adjustable pitch drive Exhaust Motor Pulleys: assemblies•Adjustable motor mount•Ball bearing motors•Forces fresh air through motor to ensure long motor life•Corrosion resistant Part Type Brownina# Turns Out fasteners•High heat operation(300°F)•Rated for restaurant and Belt 1 AX21 general ventilation applications•Grease classification tested•UL705 and UL762• Blower Pulley 1 AK46 x 3/4 Motor Pulley 1 1 VL40 x 5/8 3.0 Exhaust Performance: Curb&Supports: Volume: 1800 cfm RPM: 1188 TS: 4899 ft/min ROOF CURB 23"Square x 20" High. SP: -1"w.g. BHP: 0.547 Selected Options: Altitude: 254' Amb.Temp: 70°F • Grease Cup for kitchen-duty centrifugal exhaust fans,Box Dimensions 15-3/4 L X 5-1/16 W X 3-3/4 H(18 GA.)(Includes Down - Exhaust Installation Information: Spout) • Extra Set of V-Belts.Only to be ordered as fan option at time fan is Motor/Control 3.7 Amps MCA, 15 Amps MOP,208 V, 14 ordered. Circuit AWG Wire Min. Exhaust Unit 3 phs 208 V 60Hz Voltage: http://nola.captiveaire.com/Order/Fans/Submittal.aspx?jid=1944609&mjfid=3327143%2c3326982 1/6 4 A w • NO O 6 Ln g .0 L°. N }a 6 R N a N in- F O' R - 33 3/4 -- FEATURES! 23' F„ - ROOF MOUNTED FANS 2� - RESTAURANT MODEL 11111P- 134�� - UL705 AND UL762 n. - AMCA SOUND AND AIR CERTIFIED VENTED — WIRING FROM MOTOR TO DISCONNECT SWITCH CURB — WEATHERPROOF DISCONNECT r-- -----� 0 — HIGH HEAT OPERATION 300'F (149T) IIIIM — GREASE CLASSIFICATION TESTING 20• 0 ;+ R.3 o o e per. 30 1/2 �. �` �� NORMAL TEMPERATURE TEST STEELUGE II EXHAUST FAN MUST OPERATE CONTINUOUSLY L..) 23 CONSTRUCTION N WHILE EXHAUSTING AIR AT 300'F (149'C) J UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY Z w DETERIORATING EFFECTS TO THE FAN WHICH J I I GREASE DRAIN WOULD CAUSE UNSAFE OPERATION. // � _ 3' FLANGE O tw.., - ABNORMAL FLARE-UP TEST y EXHAUST FAN MUST OPERATE CONTINUOUSLY to I w/4 Os I 1 I WHILE EXHAUSTING BURNING GREASE VAPORS / ROOF OPENING cn NJ AT t AT 600°F (316•C) FOR A PERIOD OF ■ ` / 21 ➢IMENSIONS 15 MINUTES WITHOUT THE FAN BECOMING 21 -�/ 3 -14 7/8- DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. 21 24 3/4 I - 1-- \\_.\f-- ,1 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) a • 4/23/2015 NOLA-Fan Submittal 1800 CFM, 1 SP @ 1188 RPM and 0.547 BHP at 254 feet and 70° F * Note: Curves are adjusted to job specific temperature and altitude 2.000 y.•'. 6�k; 1.750 p`.1'' • • r r. • •/ 3 1.500 • • C 13p� ...• Rpnq •,1, d 1.250 L. _ •..try,441 / Win 1.000 1100` �� ri U 1 RI 0.750 •..I0p0 kD/y�' •�+ �'�� jyA C O. 0/ . °•s. L. • W 0.250 '� ,x •• :%.% • 0.000 \ , , 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 CFM NCAI4FA exhaust sound data®1188 RPM: LWA at 5 ft.:75.7 Sones at 5 ft.:12.6 DBA at 5 ft.:64.2 Distance Octave 1 Octave 2 Octave 3 Octave 4 Octave 5 Octave 6 Octave 7 Octave 8 5 ft. 47 87 79 68.2 65.2 61.2 55.5 25.5 http://nola.captiveaire.com/Order/Fans/Submittal.aspx?jid=1944609&mjfid=3327I43%2c3326982 3/6 • 4/23/2015 NOLA-Fan Submittal ' rani ammo ==-- WU°,t._ COMMERCIAL VENTILATION EQUIPMENT Order#2278214 - DOMINO'S-TIGARD Fan#2 Al-G10 (257 lbs./29 curb) r'st�O Untempered Supply Unit with 10° Blower in Size#1 Housing Construction Features Housing constructed of heavy duty G90 galvanized steel•Forward Supply Motor: curved centrifugal blower wheel•Vibration isolation•Adjustable Model.7518053E56 S75PP,0.750 HP,3 Phase 208 V,60Hz,2.9 drive assemblies•Adjustable motor mount•Ball bearing motors• FLA,ODP(Open Drip Proof) Heavy duty,pre-lubricated bearings rated for 200,000 hours of Supply Motor Pulleys: operation•Static resistant belts•Service doors on both sides• Horizontal&down discharge•Weatherproof safety disconnect Part Type Browning# Turns Out switch•Large intake area ensures low pressure drop across unit• Blower Pulley 1 AK79 x 3/4 High Efficiency Motors•Lifting Points Motor Pulley 1 1 VL40 x 5/8 1.5 HVLS Fan Performance: Blower 10"forward curved,centrifugal blower.Permanently lubricated ball bearings.Galvanized finish.3/4"x 19"Shaft.0-4000 CFM.2500 Supply Performance: max.RPM.Used in heated and non-heated supply fans. Volume: 1620 cfm RPM: 749 TS: 1961 ft/min Intake: SP: 0.558"w.g. Sloped Filtered Intake for Size#1 Modular Untempered Supply Unit. 0.500" Ext.+0.030"Int.+0.028.Opt.) 21.813"Wide x 44.375°Long x 23.375"High.Includes 2" MV EZ BHP: 0.35 Kleen Metal Mesh Filters. Altitude: 254' Entering Dry Bulb Temp: 70°F Filters: Supply Installation Information: 3x MV EZ Kleen Metal Mesh Filter.16"x 20"x 2"Used for heater and supply fan intakes.(3412) Motor/Control 4.3 Amps MCA, 15 Amps MOP,208 V, 14 Circuit AWG Wire Min. Curb&Supports: Supply Unit 3 phs 208 V 60Hz ROOF CURB-21"Square X 20"High Voltage: Selected Options: • Motorized Back Draft Damper 16"X 18",Standard Galvanized Construction, 1 1/4" Rear Flange,with MS4104F Motor,Wall Supply Mount,for Size 1 Untempered Fan Housing(5191) • Extra Set of V-Belts.Only to be ordered as fan option at time fan is ordered. http://nola.captiveaire.com/Order/Fans/Submittal.aspx?jid=I944609&mjfid=3327143%2c3326982 4/6 4/23/2015 ' NOLA-Fan Submittal BLOWER DISCHARGE CURB 1 3/4' im — - Ir-- I I . 13 1/4' 11 I L- 3 7/8' a rn- FLEX CONDUIT FOR FIELD WIRING - 27 3/8' 76 1/2' 32 1/8' LIFTING LUG ii-----14 I AIRFLOW SERVICE M AIRFLOW DISCONNECT 29 3/4' SWITCH BLOWER/MOTOR • ACCESS DOOR oa 24' VICE ARANC SER REQ, ' .1: 111111.1111= 3 E 9 7 16 1/4' 20' EQUIPMENT CURB �21' --•-I - 21' ___'I http://nola.captiveaire.com/Order/Fans/Submittal.aspx?jid=1944609&mjfid=3327143%2c3326982 5/6 • 4/23/2015 NOLA-Fan Submittal 1620 CFM, 0.558 SP @ 749 RPM and 0.35 BHP at 254 feet and 70° F " Note: Curves are adjusted to job specific temperature and altitude 2.000 i•• 1300 ROM .�' 1.750 .w. 14 •• i %3 1.500 \ •• f A. at v 1 w 1.250 .a L 1.000 900� .'. ..•, • RI O. i' • 0.500 / ��`a.% W RPr1 .rte ``� 0.250 O ..`..% r . SA •+ jA 4•. 0.000 % 0 500 1000 1500 2000 2500 3000 3500 CFM Al-G10 supply sound data @ 749 RPM: LWA at 5 ft.:76.1 Sones at 5 ft.:13.4 DBA at 5 ft.:64.6 Distance Octave 1 Octave 2 Octave 3 Octave 4 Octave 5 Octave 6 Octave 7 Octave 8 5 ft. 77.9 76.2 74.4 71.5 71.3 68.8 64.2 61.2 http://nola.captiveaire.com/Order/Fans/Submittal.aspx?jid=1944609&mjfid=3327143%2c3326982 6/6 STRUCTURAL CALCULATIONS FOR DOMINOS PIZZA #7219 15989 SW 72nd AVE TIGARD, OR 97224 -- HANGING HOOD -- PROFFs��o 0.* 1 187 0 ye ORE ON ' ✓O JG`Y t5. ��g�A. yN F. NO9 EXPIRES:12/31/16 Contents Notes NI Details A-C D1 -D3 Contact Person: John E Nordling,PE Calculations Cl -C3 NORDLING Proj. No.: 15-140 W STRUCTURAL DOMINOS HOOD ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:APR 2015 By:JEN Sheet No.: COVER A new hanging hood is to be installed adjacent to an existing hood. The new unit will be supported vertically by four 1/2 inch diameter threaded rods (one each corner)between new 4x8 headers at the roof and unistrut " " ' • brackets that have been welded to the hanging hood. Laterally, the hanging • hoods are to be braced diagonally to the roof framing in each direction with P1000 unistrut braces. During demolition/construction the as-built support • : system for the existing hanging hood is to be reviewed and verified that it is supported and braced in like fashion, if not add supports and lateral bracing as necessary. 1. Existing hanging hood. • V e r i f y same(or less)size/weight as new unit. ••••• •• •. •••• ••• 2. New hanging hood approximately 9'x 6'x 24 inches r . .. with maximum weight of 500 pounds. 3. 1/2 inch diameter threaded rod vertical support at each hanging hood corner. Use Unistrut nut at unit and drill vertically through center of 4x10 above with a double nut top and bottom of 4x10. 4. 410 directly over threaded rod,hang from existing GL each end with Simpson"U410"hangers. - 5. Four-P1000 unistrut braces at diagonal to roof beams. Connect to threaded rod with unistrut coupler and to roof beam - , with 3/8 inch diameter by 3 inch lag screws. 6. Eight-P1000 unistrut braces at diagonal to roof beams. Connect to threaded rod with unistrut coupler and to roof beam with 3/8 inch diameter by 3 inch lag screws. '• • . �45 PROFic /N : f e 18 `!' • A% iirji, 6 O' GON A D } , 4,4,4,4, NORM C .Ij' \"\ . EXPIRES:12/31/16 +• ,i NORDLING Proj. No.: 15-140 STRUCTURAL DO ooD F' ENGINEERS, LLC • OREGON HEATING&AIR CONDITIONING 6775 SW 111th.Suite 200•Beaverton 0R,97008 Date:APR 2015 By:TEN Sheet No.: 14.1 • • • .. t s f s : f...,ti s t s "IT ... . ; . .. . . - . 4:f4,?,.li ,,.-5&.,,`,. 7- 642:1::- .. ... 0 11_NI11II I __Ih'H1 uIY.91-11.1 e s.. ©':. • , . "O :^per.'j I ( I aQ �h1 jr I b1ll_i' v , . `\ �,� ?i!milli I 1 IQa t; as ` " O ,� :��ana�au��a6m�I gill ' `'+ �, ''' �0 , � aQlial a611 X19' r':- := t':,.I; .� 4 ', ' , • , •�'-\ O .. .... f-./. =1011 11 MI ° `. 'h. nr�� ate. : 1 t • 1 rd'4 0 °aT \ `k y .C + . s r e.. `• I d .0. 0 ;ti • : r f s sa• s s : .. 39 PROpps . ... .. \� �,4O t NE /a f 12,18 / ar r • . .. ..... ... • 'EGora to • P twe ••.6. .4•64 61104...I•1 rOtt S 1 f....e �p Goy 15, '9 • PC . . • . .• �7 r • tiN E NoRO� • • . ! EXPIRES:12/31/16 NORDLING Pro;. No.: 15-140 • STRUCTURAL D�MHOO J ENGINEERS, LLC OREGON HEATING&MR CONDITIONING .,° 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2015 By:JEN Sheet No.: b i • • MIEW0■•••• o la 111 • : ...... .. - (Dig -■■L°a--C!1 o in�mmim g� GO UlEMEAMEM� A�_,__a � Az 'IM!iii '` I1. ! E>�r, t1<C�. . • FECI►J■ia•IIE ■EE�� ® I� �■�■ ••••1IUr11I1•■■_i ° � VII NIIIIIrI I !iUNiii ! .IL '• • • .■ "Z ■ u .. ... ...•; I ... Ii►rr7••A■11M111 *KW] • .d gains ••ILIMMW1i�iil/ : : : -C■■11�n !!• I�u�■� : WI 8 NM o e IIEI(o111I ilmit�)•. ....■■1.1..1,,° • oo _oo0 •. •.. .• ..•......... . ■0■■110■■■dUI.:.��...._��.�� • • . .... ...:. .... ... ...... a maim€■171ir0tirin'ildm .an. 4 ■egkg • ►_f■a■E311■E llE2 ■0*■ : : : ,.r C1 ,.. • • 1e) ... .... • • . f . 1 i, ... _ tatp PROF • , 187 7;100,� 1 - ..fir...r... 40 ,,p- G•N A .. 13' .. v),NS. 1 �.U�i ll.I v�'i -F+'S.ly lr3�..�sf"' ;fj..�V 'S r 'ipy� <r is, �s v\�� • EXPIRES:12/31/15 NORD LING Proj. No.: 15-140 DOMINOS .r STRUCTURAL. HOOD ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING ,4 6775 SW 111th,Suite 200.Beaverton OR,97008 Date:APR 2015 By:JEN Sheet No.: 9 L • it! r • • r �T_� • . ..... 1.1.-7....07-.4'. .. . ,_________ 63 � 1 .0t3iteoilif ..,'-'—'—: • • • t : t. , " . . I . .. : , . 1 iFi3 it . .1,!!\11 6 -110- ' /al\ .11 erg 3 - ;: • . prix ... • • I �12,187 ' f .... ... .... ........ ...... ecr• / 4ifI,411/ 'REGON • _,t.1 -1;llvep' '.f ;J;; 441‘s 'ts '{'k Na.... oyN 5, N., E' oF9• EXPIRES:12/31/16 • • jr is NORDLING Proj. No.: 15-140 • n4.4111)-1 ilt. STRUCTURAL DOMINOS' HOOD ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2015 By:JEN Sheet No.: 03 • . " . 1 "FM :" • .. • :" .. . .... .... Vii' .... .. . ...; .. .. ' .. .. . •"• : '' •''. I... rL .. . 1- i • �L ri....: It it.•• -• •14: I----:--- 1 - -;-. U . • 1 •'.• •[ •1 • . . El. • • . : :. / 1 . eci..V/Al•A s ' —.—.—.. . . ..t ... ,am • 0•, : e.x1>r,,..te t. '3416rtr Ltrr+ H. .tAP. )7��6 _ % ,.... :\ - sips(A ) • OA or...44,,,A;5l4t.t.75.. , . . • • . Jet 24:•l0� : • „..„ ,�.: ., od..,,A. a v -�,;,�0 . • • . •.•" . . . . . . . . . .. .. ea NORDLING Proj.No.: 15-140• • STRUCTURAL DOMINOS.. O rN HOOD • ENGINEERS, LLC OREGON HEATING&AIR.CONDITIONING , 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2015 By:JEN Sheet No.: C I • • - Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date:04124115 Page: MULTI-SPAN TIMBER BEAM DESIGN DOMINOS-HANGING HOOD A-(EXIST) A-(HOODS) A-WOMB) GENERAL DATA - 1 - - 3- - 5 - All Spans Simple Support?? : YES Spans Length ft : 24.50 24.50 24.50 End Fixity: Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.125 3.125 3.125 Beam Depth in : 15.00 15.00 15.00 CALCULATED VALUES- -OK- -OK- -OK- F'b-Modified Allow. psi : 2692.4 2692.4 2692.4 fb-Actual. psi : 2151.3 103.4 2228.7 F'v-Modified Allow, psi : 189.8 189.8 189.8 fv(actual)* 1.5 psi : 98.1 10.0 108.1 Moment @ Left k-in : 0.0 0.0 0.0 Moment @ Right k-in : 0.0 0.0 0.0 Max.Mom.@ Mid-Span k-in : 252.1 12.1 261.2 . X-Dist ft : 12.25 8.00 12.09 Shears: Left k : 3.43 0.31 3.74 Right k : -3.43 -0.06 -3.49 Reaction @ Left DL k : 0.98 0.00 0.98 LL k : 2.45 0.31 2.76 Total k : 3.43 0.31 3.74 Reaction @ Right DL I< : 0.98 0.00 0.98 LL k : 2.45 0.06 2.51 . Total k : 3.43 0.06 3.49 Max.Defl.©Mid Span in : -1.435 -0.056 -1.490 X-Dist ft : 12.25 10.94 12.25 DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 Fb:Basic Allowable psi : 2400.0 2400.0 2400.0 Fv:Basic Allowable psi : 165.0 165.0 165.0 Elastic Modulus ksi : 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Uniform DL pif : 80.0 0.0 80.0 LL plf : 200.0 0.0 200.0 Point DL # : LL 11 : 250.00 250.00 X-Dist. ft : 2.00 2.00 Point Dl #: LL # : 125.00 125.00 X-Dist. ft : 8.00 8.00 QUERY VALUES Location..... ft : 0.00 0.00 0.00 Shear # : 3.43 0.31 3.74 Moment k-in : 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 CZ V4.4B2(c)1983-95 ENERCALC Bruce W.Kenny,KW060914SL-A • t n , 6 (� A:W '7[+•$��t 4<txi r S S Yt ice.W � x t C ,.1-.;M g.bUt4-RP �5� a 4rya f ll.g60 TS �.4,t_ • Location 45°24' 15.37"N Ss and S1=Mapped Spectral Acceleration Values 122°44'59.31"W 15989 SW 72nd Ave,Tigard,OR 97224 Ground Motion Ss 0.965 Si 0.419 Occupancy Category II Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.075 SMr Fv* Sr 0.662 Design Category(SDC) D SDS (2/3)SMS 0.717 SDI (2/3)SMI 0.442 Equipment Braced Above Center of Mass FP MIN= 0.3 SDS IP WP ap 1.00 Rp 3.00 = 0.215 W P->*0. 0.151 F — 0.4•ap •Sos •Ip C1+2•?I•W FP MAX= I.6 SDS IP WP P I` J RP h ' = 1.15 WP->*O. 0.803 z= 20.0ft ASD FP= 0.29 WP->*0.7 0.201 Eq=16.227W+0.2 SDS W W :W ight of Unit z= 24.0ft 7.- Fp= 0.32 WP->*0.7 0.227 1 ilif t 1 ( 0.),A)) \ G( , F NORDLING Proj. No.: 15-140 STRUCTURAL DOMINOS * 4s " HOOD t , ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:APR 2015 By:JEN Sheet No.:C3