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Specifications (18) • 11.09,2.v0 S1-v 7„ "(4:120/ 1 /l y 4' STRUCTURAL CALCULATION' /. .i.,I,.�' S' iit FOR 1 OBP- 16200 SPEC TI 16200 SW 72nd AVE TIGARD, OR 97224 -- ROOF MECHANICAL UNIT -- tc Eo PROFFs�/o �/\ 1- 87 I- r Ill ORE ON "0 ✓G41' 15. \9er' tiN E. NOM' I EXPIRES: 12/31/14 jY7 Contents Summary S1 Details A-C D1 -D3 Calculations CI -C5 Contact Person: John E Nordling,PE Enclosures El - E2 NORDLING Proj. No.: 13-474 � STRUCTURAL OBP-16200 SPEC TI ROOF MECH UNIT l ENGINEERS, LLC PAC TRUST 6775 SW :: th.Suite 203 Beave;'Sia OR.97035 Date: JAN 2014 By:JEN Sheet No. COVER SUMMARY ROOF TOP MECHANICAL UNIT 2010 Oregon Structural:Specialty Code Seismic Occupancy Catagory H Site Class - D Seisimic Design Catagory - D Ss = 0.916 SI L. 0.336 SDs = 0.692 SDI 0.351 There isone new roof mounted mechanical unit. weight 515 lbs INCLUDING CURB length 52" width 45' height 32' . NORDLING Proj. No.: 13-474 STRUCTURAL OPP-16200 SPEC TF ROOF ML-CH UNIT \/ ENGINEERS, LLC PAC TRUST ,775:,w ii) 1,Su a 2LO BLOY'::1.0-;I OR.R7C OR Date: JAN 2014 By:JEN Sheet NC) : SI I 0 i 1 (E) GL 63/4x281/2 ' ( ) 4x16 - ! fi_._._.-__.___._.-1 1 — 1 7 i i (E) 2x4 i _-t—«I2 SCREWS ! ' © (E) 4x16--'d _ r-- © L._-. 0 1 U ,, 0 i , , . 'v „.. . . , , Ti. ,. ^� J i I I w V ----- e---MECHANICAL UNIT _t– MECHANICAL UNIT CURB (E) 4xl6 i j W. , -- r i. ... I REINFORCE (E) 4xI6 W/ 1344x111,8 1.9E LVL ONE SIDE. ATTACH TO (E) 4xI(o W/ TWO ROWS «I2 x 5" WOOD SCREWS eI2" o/c. SUPPORT AT (E) GL GIRDER W/ SIMPSON 'Ll0". OPPOSITE END TO BE WITHIN I'-0' OF (E) 4xle, SUPPORT. 2 4x8 TIGHT TO UNDERSIDE OF (E) 2x4 SUB-PURLIN. PROVIDE 4x BLOCKING ABOVE — (E) SUB-PURLIN. SUPPORT FROM (E) GL GIRDER W/ SIMPSON 'U46". SUPPORT FROM NEW 4x8 W/ SIMPSON 'U410". 3 4x8 W/ SIMPSON "U46' EACH END. `���D pRQ�`�Cor, e0 c.l 4,4,3 4a l --, 12,187 lir ill - RE&N ROOF FLAN DETAIL ✓°tipNOR F pv I EXPIRES:12!31/14 y ; 1 N ORDLIN G Proj. 1.3-474 OBP-16200 T] -,- STRUCTURAL SPEC UNIT `-_,A, ENGINEERS, LLC lac TRUST i ii77S SW 111:;.:iuilc 200 f?c.;.,i:nn 0:'.'J?03, Dale: JAN 2014 }3y:JEN Shoot. No.: D2 • . ____. _.... , kil I , I . I . : IIIII . : IIiH I ' H ' HHil , : i , l - H ; H , ' I , , , , ; ; 11 , , _,,), , , ' ; , , , , 1 1 ; 1 , ,___!.. 1- 1 , , , ' ',!_ _1J_ 1 1 1 1 III IiIIH ! ! ! . ' 1 : 1- 1 I 'IL ! ! ' ! : ! ! ' Il ! ! ' ! ! ! ! H II ' 1 , . 1 . 11 , illuHH : i x IIII 1;1III I . II : : a '1! IHIIIIIII Cri' 11 H ' IH I 11 ,III , H . IIII XI . 1111 ' 11 - Th I . 1NIHI ' tThil ! : ! 1 W1 ; 1111 I:1111 I 1i- ; 1 1 : i 1 1 1 1--1- 1-1---I ' ! I 1 , ; '11 1 1 ' ' HiL ; ! Liii 1 1 1 1 I 1 1 24'-T t 24'-T 1 0 8 0 4,,...., --.Y •REGON . ? ROOF PLAN 4 I I f r 110 ,5, /Y4, . NOCk°V . } . I EXPIRES: 12/31/14 -------- NORD LING Proj. No.: 13-474 1 OBP-16200 SPEC TI „ STRUCTURAL ROOF MECH UNIT \> 1.\>4 1 ENGINEERS, LLC PAC TRIJST ii7TF:SW I l I Ch..- te no o.,,,,,ton(:):.vocN Date: JAN 2014 By: JEN Sheet No.: DI , _ - - 1 MECHANICAL UNIT UNIT BASE RAIL MECHANICAL UNIT *12 x 3/4" SCREW 5" x 5" x 16ea ONE EACH SIDE *12 x 3SCREW SELF— TAPPING SCREW *12 WOOD SCREWS '812 etc FLASHING 4 ROOFING BY OTHERS— CURB LEVELING CURB CAS 4x BLOCKING —_ -- • T • _ _ ' WIN • MIN/ (E) GLGIRDER— Li ._ PROfie GINs. (<1 12,18 16- 4 4 REGON „. DETAIL Nog°\ EXPIRES: 12/31/14 NORDLING Proj. No.: 13-474 1. STRUCTURAL OBP-16200 SPEC TI ROOF MECH UNIT II .ENGINEERS, LLC PAC TRUST 6775 SW Illt Sui!e 200 !ledvc.tcn(0 97( Date:JAN 2014 By: JEN Sheet No.: D3 . — •I' • , : ; , . : : I , . , ; . : : : I , ; , : I : I I ' j I 1' i ! . : : : : .• : I ! I I I ! 11 , 1 , : I I - I I I Iii) 1 I : . . I;! - : ' : : ' ; : • : . - -—--—--— • 1 • . . : . i ! . : :4 24.6' I ! I I '4 . I ! I ;' • I f 1 11 0 ; . . : . , : • , . I ' . 1 h : ' I ! • 1 I : • . : :• , . . : • ! ' . ; , ' : - - 7 • I ' , I I : : . 1 ' I : 1 ! I . ] I -• : • , --- ,--. NORDLING ProI. No.: 13-474 STRUCTURAL OBP-16200 SPEC Ti ROOF MECT-1 UNIT ----' ENGINEERS, LLC PAC TRUST s775 SW:1 I Th,Sw-c 2',-;0•r?(, •ertc.-:CS..Jr,"..108 Date: JAN 2014 By:JEN Sheet No.: Cl _ _..„_ ----- 4 CURB SUPPORT e, (E) 4x166' PURL IN P5F P5F P5F PSF DL Li. TW DL LL TW 10 25 2'-m' 10 25 S'-0' o/c ROOFING 2.O psi F:.-1 5-1EATHiNG 1.8 psi INSUL 1.5 psi Pr1 216 lbs BEAM A W • CEILNG 2.2 psi MISC NI I I 11 1 — 10 psr A A I -911 P,.., 515 lbs MECH UNIT 24'-0° WM 12 pr 5'15 lbs /(4'-L' • 2) ( Nato 41 T3eam 42 DOES NOT.^1EET CURRENT CODE REOM'T5 RS 4x16(86) LVL 1%x 11.875 EVEN WIT4=OUT ADD'L MECH UNIT DF-L12(86) LVL 1.9 E 1 I E(ksi) 1,700 1,900 I1.1 M ( , , , , , , I ll) W [(in ) 1152 244 I111 Will IHIll Hill I Total 2,422.999 A A A A %Load 0.809 0.191 Q I 71. 1 R1 R2 { 8' m' 1, 24'-0° 1 Rot. 1,194 1,194- - LL 2,419---2,59-7 J.1, 3,613 3,791 458 DF-L No.2 j RS 4516(86) DF-1.#2(86) brg L 1.59" 1.67" ._ Rl -1-0-4 _ -_____. RI R2 V MAX 3,791 lbs Sell'Vit t 1-t-oL . - 104 104 - __.__ _.. _.__ 12 DI. 1,121 1,121 Ni MAX 21,792 It-lbs 19.5 plf I LL —416 272 LL 2,400 2,400 t_..... Ti 520, 376 m 3,521 3,521 V (d) 3,401 lbs brg L 024' 0.17" --- brg L 1.55" 1.55" 1. V MAX 520 lbs 41f Wt V MAX 3,521 lbs Self Wt Main Member M MAX 914 ft-lbs 6.03 pli M MAX 21,129 It-lbs [3 45 plf fV 73 < 207 psi Jv 90 207 psi V (d) 431 lbs ! V (d) 3,139 lbs lb 1,433 < 1.,438 psi I I IV 25 < 207 psi IV 83 < 207 psi Reinforeeing Member tb 358 < 1,346 psi lb 1,719 > 1 1,438 psi fi 47 < 328 psi lb 1,218 < 2,990 psi Si Si \tx -0.01 \151 0.36 51 — —. \6't. 0 31 _ A t t -0.04 ALL 0.76 ---- _ M_...._. _ _ . _— _ .__ _^ ------ A LL -0.63 (/+n_________ L/378 L 459 __ ....-_ --- — ok i ok 6'k A T -0.06 ATL -1.12 -- ------ -- —`*-__ :1 TL -0.9.3 L/+999 �_ L/258 _.__.,.__..--- ------._.__ L/308 C R 1.00 t G. 1.00' C R 1.001 I CL 1.00 C R 1.00i Co 1.15 ! Cf 1.301 CD 1.1'11 of__... ._1:(x) Co 1.15 Cl 1.00 I I NORDLING Pro;. .1o.: 13-474 OBP-16200 SPEC TI Ise STRUCTURAL ROOF MECH UNIT J �,�-- ENGINEERS, LLC • PAC TRUST 57713SW 11 ttn.Suite 200-1/«Vot.I, it 97(18 Date: JAN 2014 By: JEN Sheet No.: C2 . r—._- --- — .- -.-_- --- _-. (E) GL GIRDER 0 __........_ _ __ F'SF P5F EX LL 'U 10 25 24h' . w ['1111 mid d d I 40'-0' 1 (7I.6'% x28.5 DF la R1 R2 R uL.._._.- ,1,9�p----x.920 LL _ 12.300_ I1300 --.—__---- _ rr 17.::220 17.220 iP.� 5'15 lbs R R IR 111! ' 11111) A a ' P-5/ 46'-6" 1'51 I 1 G1.6'4 x30 DF24F R1 R2 R3 R4 12 or 0 12,239 12239 0 LL0 31,252 30.516 0 ... 0 43,490 42.754 0 hr;I 0.00 9.91" 9.74" 0 00" V MAX 23,392 lbs M MAX 133.856 ft-lbs V (d) 21,239 lbs 1'v 157 < 276 psi (b 1,586 z 2,140 psi 51 52 S3 I Aor 0.04 -031 0.04 ;1 LL 0.06 -0.75 0.08 L/+-999 L/747 L/987 ok ok ok A.rt. 0.10 -1.06 0.12 L/779 L/527 L/676 • CR 1.001 CL 1.001 Co• 1.151 Cy 0.78: NORDLING Pr-oi. No.: 13-474 OBP-16200. SPEC TT 1 , STRUCTURAL lzoor iv�l cx uNl r �� ' ENGINEERS, PAC TRUST LLC 6775 SW I)1th Suite 200.13t,tivorto, OR 971 r8 Date:JAN 2014 By: JEN Sheet No.: C3 PPP ± + ufir Earthquake Hazards program 2005 ASCE 7 Standard Location 45"24'11.98" N Ss and SI =Mapped Spectral Acceleration Values i 22"44'51.49" \V 16200 SW 72nd Ave,Tigard,OR 97224 Ground Motion Ss 0.935 Si 0.336 Occupancy Category II Site Coefficients Fa 1.1 3 Site Class D F, 1.73 Importance Factor 1.00 Height of Structure 20.0 tt Skis F;,'* Ss 1.05; Shit F.. a' Si 0.:131 Design Category (SDC) 1) Sos (2i3)SMS 0.702 Sio (213)Spn 0.387 Air Side HVAC Eq= 0.278W+0.2 SDS W ap 2.50 R;, 6.00 W :Weight of Unit Q.4•af 'Sr.>s •J1+2 I �\ F,��_ •W RP h, '' z- 20.0 ft ASU Fr— 1.1.35 Wp-> 0.7 0.246 z= 24.Oft Fp— 0.40 Wp * 0.7 11.278 FpvfN= 0.3SDS lr\VP 0.211 Wp->,4 0.7 0.147 Fp MAX= 1.6 Sns Ip Wp — 1.1_' W;'->* 0.7 0.736 � I NORDLING Pro;. No.: 13-474 ° 6LCTSTRUCTURAL OOF1FCH l ENGINEERS, LLC PAC TRUST n7111'SW tt:m.s,:it,,200 lea e,-c,,op.117Wei Date: JAN 2014 By: JEN Sheet No.: C4 „� .,,.. . VER 1 � i 81 Ibs ,9, W: ,� ------...._ -_.._- - \ 515 lbs / � height 32” Weight 575 lbs Length 69" Width 37" l i •�� -/ '�` .,.`,>‹, Curb 14° ' V a \\ / VEQ - 0.278* 575 lbs 1 0.2 0.702* 575 lbs l( lbs 160 lbs +31 lbs G: 2 lbs T== 160 lbs * (14" +32"/2)/.37" + 81lbs 12 - 0.6* 575lbs/2 = -2 lbs [0 Net Uplift] V= 160 lbs (4) STEEL BRACKETS W/ 812 SCREWS TO ROOF CURB 4 *12 SCREWS TO UNIT BASE RAIL. _ok_ 812 6,12' o/c SCREWS FROM CURB TO FRAMING BELOW. _ok_ NORDLING Proj. No.: 13-474 r. STRUCTURAL TiROOF MECH OBP-16200 SPEC Ti ENGINEERS, LLC rr PAC TRUST 6775 SW 111:, :ue 200 ac,v,-r,,06.:7008 Date:JAN 2014 By: JEN Sheet No.: C5 251933-YTG-U-0912 Weights and Dimensions ZF/ZR/XP036-072 Unit Weights Unit 4 Point Load Weight Unit 6 Point Load Weight ems. .-` rh .jif,,,,---1-- ...ic:- -,,, .:4„..y li ''ma , ,,,„ ____-_--- _..666 4 / I t i /" f I w ;Vr ; k� T r.,, k n ' -%—' 41P',..;.. r i l F D -- 1 V, 'i. B Cate, ,-I -' Front B D F Front LEFT FRONT ZF036-072 Size Weight(lbs.) Center of Gravity 4 Point Load Location(lbs.) 6 Point Load Location(lbs.) (Tons) Shipping Operating X Y A B C 1 D A B C D E F 036 (3.0) 473 468 33 18.25 114 76 111 166 81 61 48 70 89 119 048 (4.0) 546 541 31.5 18.5 138 85 122 196 100 71 53 75 101 142 060 574 569 37 15 105 86 170 208 72 63 55 110 125 144 (5.0) 072 645 640 37 15 118 96 192 234 81 71 62 124 141 162 (6.0) ZR036-060 Size Weight(lbs.) 1 Center of Gravity 4 Point Load Location(lbs.) 6 Point Load Location(lbs.) (Tons) Shipping Operating X Y A B C 1 D A B C 1 0 E F 036 580 575 40 20 132 125 155 L I 164 89 85 82 102 106 110 (3.0) 048 (4.0) 590 585 40 20 134 127 158 167 90 87 84 104 108 112 060 (5.0) 595 590 40 20 135 128 159 168 91 88 84 105 109 113 Johnson Controls Unitary Products 107 251933-YTG-U-0912 ZF/ZR/XP036-072 Disconnect ZF/ZR/XP036-072 Utilities Entry Hole Opening Size(Dia.) Used For Filter Access I -- a.` A 7/8"KO1 Control Wiring2 Side Bottom • Blower Motor Access II, ( B 2"KO1 Power Wiring Side Bottom Dot Plugs I C 1-5/8"KO Gas Piping(Front) 1 _._ D 1-1/2"KO Gas Piping(Bottom) Field Supplied Disconnect ( 1. Opening in the bottom to the unit can be located by the Switch Location / slice in the insulation. 2. Do riot remove the 2"knockout ring. Mounting Bracket for \�� Disconnect Switch /440 (Field Supplied) A,B • ZF/ZR/XP036-072 Minimum Clearances Miring Entry Control Box Access (See Detail"B") Location Clearance Disconnect Switch Location Front 24"(Cooling/Electric Heat) and Motor Access Panel for 32"(Gas Heat) Unit with'Bell-Drive"Option 12"(Less Economizer) Rear 36"(With Economizer or Fixed Air/Motorized Damper) Left Side(Filter Access) 24"(Less Economizer) 36"(With Econorn'v_er) Right Side(Cond.Coil) • 24 Below Unit' 0,. Above Unite 72"(For Condenser Air Discharge) 1. Units may be installed on combustible floors made from wood or class A,B,or C roof covering material. 2. Units must be installed outdoors.Overhanging structures or shrubs should not obstruct condenser air discharge outlet. ZF/ZR/XP036-072 Roof Curb Dimensions DUCT 2" TYP COMPRESSOR AND CONDENSER SUPPORT RAILS BACK D OF UNIT OF UNIT \ SUPPLY" AIR RETURN; oliti/E0 „,..----------14" AIR �r ii'''\ J i • ' fo>0.000* :„.',N, ! 19112" i �- 4-1/21_,----'/ /�i'� t9-1/2" ! 19.1/2" / / - 73" FRONT 37 1/4" 2„ N:44 ,, �` � /// OF UNIT \ \fir► / j NN).______ \ // 'Supply and Return Air(including duct support rails) • �� shown are typical for bot om duct applications. DUCT SIZES: ��� Supply Air = 19-1/4" X 19-1/4" For location of Return Air = 19-1/4" X 19-1/4" 114IJZQIlI81 duct applications (on back of unit), refer to Unit Dimension details. Johnson Controls Unitary Products 111 .7 .► - i COMcheck Software Version 3.9.2 Mechanical Compliance Certificate II (::1':111.f..,1 ,i 2009 IECC d,--,i I� 4 ? � r Section 1: Project Information CI, •(X H° .U,i Project Type: New Construction !' - Project Title : 1 OBP-16200 Spect Ti Construction Site: Owner/Agent: Designer/Contractor: 16200 SW 72nd Ave Gohman Mechanical,Inc. Tigard,OR 97224 14505 SE Hwy 212 Clackamas,OR 97015 503-658-1892 Jeremy@gohmanmechanical.com Section 2: General Information Building Location(for weather data): Tigard,Oregon Climate Zone: 4c - Section 3: Mechanical Systems List Quantity System Type&Description 1 ZFO36NO8N4AAA(Single Zone): Heating: 1 each-Duct Furnace,Gas,Capacity=100 kBtu/h Proposed Efficiency=80.00%Ec,Required Efficiency=80.00%Ec Cooling: 1 each-Rooftop Package Unit,Capacity=37 kBtu/h,Air-Cooled Condenser Proposed Efficiency= 13.00 SEER,Required Efficiency=13.00 SEER Fan System: Unspecified 3 UH250PV(Unknown): I Heating: 1 each-Unit Heater,Gas,Capacity=100 kBtu/h Proposed Efficiency=80.00%Ec,Required Efficiency=80.00%Ec Fan System: Unspecified Section 4: Requirements Checklist Requirements Specific To: ZFO36NO8N4AAA : d1. Equipment minimum efficiency: Duct Furnace(Gas): 80.00%Ec "2. Equipment minimum efficiency: Rooftop Package Unit: 13.00 SEER Requirements Specific To: UH250PV : Wit. Equipment minimum efficiency: Unit Heater(Gas): 80.00%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable: lK '. Plant equipment and system capacity no greater than needed to meet loads Exception(s): 0 Standby equipment automatically off when primary system is operating Li Multiple units controlled to sequence operation as a function of load Er2. Minimum one temperature control device per system '3. Minimum one humidity control device per installed humidification/dehumidification system L014. Load calculations per ASHRAE/ACCA Standard 183. Err Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override, 10-hour backup Project Title: 1 OBP-16200 Spect Ti Report date: 01/13/14 Data filename: Untitled.cck Page 1 of 3 Exception(s): I. er 0 Continuously operating zones 11 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ,d7. R-5 supply and retum air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): O Ducts located within equipment O Ducts with interior and exterior temperature difference not exceeding 15°F. El 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment zr9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics 0 10.Hot water pipe insulation: 1.5 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. Exception(s): O Piping within HVAC equipment. ID Fluid temperatures between 55 and 105°F. 0 Fluid not heated or cooled with renewable energy. O Piping within room fan-coil(with AHRI440 rating)and unit ventilators(with AHRI840 rating). O Runouts<4 ft in length. 1.Operation and maintenance manual provided to building owner 112.Thermostatic controls have 5°F deadband Exception(s): O Thermostats requiring manual changeover between heating and cooling O Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. d13.Balancing devices provided in accordance with IMC(2006)603.17 0 14.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor • airflow greater than 3000 cfm. Exception(s): O Systems with heat recovery. O Multiple-zone systems without DDC of individual zones communicating with a central control panel. O Systems with a design outdoor airflow less than 1200 cfm. O Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. �5.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): O Gravity dampers acceptable in buildings<3 stories '6.Automatic controls for freeze protection systems present 0 17.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted Exception(s): O Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. O Systems serving spaces that are heated and not cooled to less than 60°F. O Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. O Heating systems in climates with less than 3600 HDD. O Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. O Systems requiring dehumidification that employ energy recovery in series with the cooling coil. O Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air 11 volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. Project Title: 1 OBP-16200 Spect Ti Report date: 01/13/14 Data filename: Untitled.cck Page 2 of 3 dame-Title Signature Date Section 6: Post Construction Compliance Statement dHVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment provided to the owner. ty HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been comp eted. 10re4,42favnil01 Ccn5tructreAkc!stc f / I/! /20/y. Principal Mechanical Designer-Name Signature Date Project Title: 1 OBP-16200 Spect Ti Report date: 01/13/14 Data filename: Untitled.cck Page 3 of 3 .4 // Johnson Air Products L Johnson Air Products 2220 SE Ninth Avenue JOHNSON AIR PRODUCTS 2113 Delta Waters Road Portland OR 97214-4661 ,-... Medford OR 97504-2902 labDINE INDOOR SOLUTION Unit Heaters Power Vented SKU Description Vent Weight List amigt., ii•t'- } 4 UH150PV 150M BTU POWER-VENTED SPARK IGNITION UNIT HEATER 5" 168 Lbs. $1,667.00 1• q " UH175PV 175M BTU POWER-VENTED SPARK IGNITION UNIT HEATER 5" 175._Lbs. $1,801.20 Immo* ",`' UH200PV 200M BTU POWER-VENTED SPARK IGNITION UNIT HEATER 5" 2'39 Lbs. $1,907.20 :,; � UH250PV 250M BTU POWER-VENTED SPARK IGNITION UNIT HEATER 6" 239`tbs.- $2,384.00 UH300PV 300M BTU POWER-VENTED SPARK IGNITION UNIT HEATER 6" 269 Lbs. $2,636.40 UH400PV 400M BTU POWER-VENTED SPARK IGNITION UNIT HEATER 6" 418 Lbs. $3,140.40 The PDP (propeller) High Efficiency II gas-fired unit heaters are a generation of products that are inexpensive to install, easy to use, and offer excellent in service economy. Each Modine power-exhausted unit heater has been engineered to include the following features: •80% thermal efficiency, maximizing seasonal efficiency through the use of a collector box and the power exhauster. •A power exhaust that can be rotated 180°. The unit can be vented vertically or horizontally. •A 100% shut-off, intermittent pilot-ignition system with continuous retry, at no extra charge. This ignition system allows for all PDP/BDP units to be field-converted to propane, if desired. •A safety pressure-switch to assure safe venting conditions. • Designed to utilize the smallest-diameter vent pipe possible. •PDP models are designed to operate against 0.5 inches of external static pressure. •"Wing"screws so that the bottom pan can be dropped without a screwdriver or nut driver. •A level hanging mechanism for easy field adjustments after adding accessories that may change the unit's center of • gravity. Model UH150PV UH175PV UH200PV UH250PV UH300PV UH400PV Btu/Hr Input 1 50,00 0 17 5,0 00 2 00,00 0 250,000 30 0,0 00 40 0,0 00 8tu/Hr Output 120,000 14 0,0 00 1 60,00 0 200,000 24 0,0 00 32 0,0 00 Vent Dia. 5 5 5 6 6 6 CFM @ 70°F 2180 2550 2870 3700 4 46 0 5440 Air Temp. Rise(°F) 51 51 52 50 50 54 Max Mounting Height 16 17 15 19 21 19 Heat Throw(Ft) 55 59 51 67 74 69 Motor HP 1/8 1/6 1/6 1/3 1/2 3/4 • v PORTLAND: 503-234-5071 * = NEW PRODUCT MEDFORD: 541-772-2690 07.2011 Page 200