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r Imo, Top Drawer Development 24400 She Baker OR 97140 Road , Phone: 503 625 -8686 Fax 503 625 -0821 RECEIVED CCB# 133962 WA #TOPDRD *006BE MAR 2 8 2 012 TRANSMITTED VIA — Hand Delivery CITY G DIVISION March 27, 2012 City of Tigard — Community Development 13125 SW Hall Blvd., Tigard, OR 97223 Attention: Plans Examiner Regarding: Building Permit BUP 2012 -00030 9009 SW Hall Blvd., Suite 115 Subject: Additional Engineering Support Transformer On Restroom Ceiling Ladies and Gentlemen: Please find attached two (2) sets of stamped engineering calculations and a revised drawing A4.1. This provides details for supporting the electrical transformer upon the top of the restroom ceiling framing. This is being submitted for the record. To be reviewed only if required. Sincerely, TO WER DEVE OPMENT 6 1006 Set) l+ht.[_ F3LVt, +I Ir Mark S. King City of Tigard c. 971 - 404 -8799 TOP DRAWER DEVELOPMENT App Ove • Plans "Our Business Is Building Your Business" By s' � i Date ?r MSK/ V3(�pcz:�t'2.- AP* ". Encl. Engineering Cale and Drawing — 2 sets REVISION CC: Paul Rosenow OFFICE COPY Page 1 of 1 Art PE., cr o we MILLER CONSULTING ENGINEERS RECEIVED STRUCTURAL CALCULATIONS MAR 2 8 2012 CITY OF TIGARD Sportdips Transformer Support Framing & AttachmentBUILDING DIVISION 9009 SW Hall Boulevard, Suite 115, Tigard, Oregon Top Drawer Development March 21, 2012 Project No. 120170 C, pages • Principal Checked LP •ti uc'� « THE CALCUL ' g' p + :;i_. ' OID IF SEAL • OR' .,J N AND SIGNATU 1 T ORIGINAL [EXPIRES: 06/30/ /3 • * ** LIMITATIONS * ** Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barbur Blvd,. Suite 100 Portland. Oregon 97219 -5412 Phone (5031 246 -1250 Fax (5031 246-1395 www.railler•se.com Building Code: 2010 Oregon Structural Specialty Code Soils Report: No Soils Report by: N/A Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure (active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Building Structure Vertical System: Light Gauge Steel Framing Lateral Sys: Flexible Diaphragm/Shearwalls Element Ceiling Load Type Dead Basic Design Value (PSF) 10 Loads: Load Type Transformer Value (PSF) 540 Deflection Criteria 0 Lateral Design Parameters: Wind Design: N/A Wind Speed (3 sec Gust): 95 MPH Exposure C Importance Factors I = 1.00 I = 1.00 i = 1.00 I = 1.00 Occupancy Cat: II (wind) (seismic) (snow) (Ice) (1w = 1.0 with wind concurrent with ice) Seismic Design Seismic Design Parameters based on USGS Seismic Hazard Curves for. Latitude: 45.453952 Conterminous 48 States Longitude: - 122.779287 2005 ASCE 7 Standard 2% PE In 50 years, 0.2 sec SA = Ss Latitude = 45.4539 2% PE In 50 years. 1.0 sec SA = Si Longitude = - 122.77920000000002 Spectral Response Accelerations Ss and S1 (Site class B parameters are indicated on this page, for actual site class Ss and S1 = Mapped Spectral Acceleration Values used In design, refer to seismic design summary) Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.951 (Ss, Site Class B) 1.0 0.341 (S1, Site Class B) Design Summary: The following structural calculations are for the support and attachment of an electrical transformer unit located at the Sportclips in Tigard, OR. The electrical transformer is to be located on the ceiling of a new bathroom located within the building. Included are calculations for the ceiling joists supporting the unit, the attachement of the joists to a metal stud demising wall, and for the attachement of the unit to the ceiling due to seismic forces. Scope of work is limited to the attachment of the new transformer, the design of new light gauge ceiling joists supporting the transformer, and their attachment to existing light gauge metal stud walls by others. • 9570 SW Barbur Blvd. Project Name: Sportclips Transformer Support Framing & Attachment Project #: 120170 ® Suite One Hundred Portland, OR 97219 Location:. 9009 SW Hall Boulevard., Suite 115, Tigard, Oregon MILLER (503)246.1250 Client: Top Drawer Development Consulting FAX: 246 -1395 Engineers BY: EMH Ck'd: Lr\ Date: 03/23/12 Page 1 of 6 • • TRPIJSFog 1E 6i(PoRT mt. MIGNPRAGE -/ - // T( SFvRMEK WI-. = 5 / -0 A zt rc FoRce : (SEE PG __Y_ D SEZSw>ze..- CFAs.) \ 3 —...._ _.. ... T .. . . * —J ■�d V r 1 A / CerVi IG Sc _svr a/ECK , - : ', :; I < 3 /H FtYWoof) = ? . . P S ic � .02 ! 8 o Shp,, _ ; PS • M = Z.s - - ctl /o Ps ; 1- TRy 8, s /.Z - y3 .To zsrs AT la D. C. -- .- - - - - -- -- (u) MET�l. S7u0 Getl -Zrv� LA/. "°r 0%�/ � _ /3.3'a f n Iuxcrs -r S ,,,.e04:1 6u L E[- T�'Lcr'L Tog P= Syo z 3a5TS = 2�* SEG PG s FPa. s o Ts - r - t�s . 7 775 1571%10 WAIL. AT7AGHP1EnT $ 1Zyk.51 "0 Rx. _ ,( 1)W ( '3 J + Slit, /SQ . 301575 M IG LA -r I.cpo , 129 _ 161,1 i I 41 70 7 SMS (AC- Esk -191) : /a* 1034. srzec I L--,-,7. . ,� V ,N = 18� / screw I I b lo�r,.TRAcK , C 'io9(t- 7' D, TRACE To STNO AT /C'pc • T:" lb (• ") = 23 k,S e ecos134 - 3 66it.'/4 5o , ExrENp - .. 131 • S yl- *- Ro 3E'..14 tve nr.,,p PTrltc \ To TI1,5 -33 U ser. ' /EY1/ 7RP,c - AT WALLS Poso Ar7Ack\ w/ rnui, el) 'c f d lie Vtes. = 1 81\r - T 7-- W 21 = /83 T&' / l CI\ TTAcl! jr EA• STun Vn}• = l(Pe (.-) 11 S t✓ /('z.) A I,,, sr ,7 ' 'l 3 I -- 0. 7s L /. C� n i r C&ILZIJCG 3 TO T9J cZ V IY, . 14Se, (.1.2) if /0 SMS 9570 SW Barbur Blvd Project Name Sportclips Transformer Support Framing ttachment 120170 ® Suite One Hundred Portland, OR 97219 -5412 Location 9009 SW Hall Boulevard, Suite 115, Tigard, Oregon MILLER Client Top Drawer Development CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By EMH Ck'd 123 Date 3/21/12 Page 2 of cp _ TSrpgMEa • - P ?- V = /9 o. 56 r 7A. PvteS Al TQPNSFoghert FRP■E. l^// 1/ L b A. TWA - 6oLTS .e 3 /' f'LYwcoo '. V = 184 4 /6aL : (see PG rt CAIN) q(2) VS0VTS / SZDE : Vol _ /39 (� * 456, off_ • ATTAa TRPuJSFoRMtr2 Tr 3/y y ell\ 12,rcr -co PLYvv000 w / (li) t YI:OZA. A3oR Tl/ Ln- o1,T5 AT PRE- ORi1IED MotAtTTi✓G Hvl.E' /' 1 G1A/I7 • ilo Sms V/Phy fi.YwooO r PCP% TELrI. Foo roc-re Eesob . Vu = Co5s * /s tew \Ay, = Coss `� S = 13\ &HEWS AT 12" 0.C. 2 QU/Wooa To Track. v, 131 > 11-9A/ ' 9 70$3p�� A - r°rAtl; 5 4 4 AP►\ YZA'«p fl4W0019 To C..z5HT GAUL FRAMI w1 , SMS 4T 17" .c. Fi61,10 • • • • 9570 SW Barbur Blvd Project Name Sportclips Transformer Support Framing &F4ottaecictinait 120170 OAS Suite One Hundred gillo Portland, OR 97219 -5412 Location 9009 SW Hall Boulevard, Suite 115, Tigard, Oregon MILLER Client Top Drawer Development CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By EMH Ck'd 1_1'3" Date 3/21/12 Page 3 of (o • Unit Dimensions: • • Unit Height. H = • 38.0 . in Unit Short Dim., We = • 25.0 In "WI Unit Long Dim., WL = 26.0 in W q.. Unit CO.. . CG = - 19.0 - - - In • SHORT Curb Dimensions: DIRECT - Curb Shan Dim., Wcs = 25.0 In Curb Long Dim., Ws! = 26.0 in ._ .. // . • �ONC . Curb Height. C = 0.0 In DIRECTION MISC. INFORMATION: v V 6 1 ., //� W • - • Load Combination: Basic Load Combination . • Unit WT = 540 lb "Wes" 1 Curb WT = 0 lb 11 is Unit outdoors? No • Does Unit sit above roof? Yes . Unit'attaches to Roof • Roof Height= •-.9 . , ft SEISMIC: IBC LOADING USING ALLOWABLE STRESS DESIGN Elements of Structures, Nonstructural Components, and Equipment Supported by Structures ' • Site Class D ASCE 7, Sec 20.3, Table 20.3-1, pg. 205 ' • Life Safety Equipment? • No • Seismic Design Category D ASCE 7, Sea 11.6, pg 116 . Occupancy Use Category II . . IBC 2009 Sec 1604 pg 307 S, = 95.10% ASCE 7, Figure 22.1 through Figure 22 -14 (0.2 sec response), pages210 -227 • Fa= 1.12 Table 11.4 -1, ASCE 7, pg 115 (Linear Interpolation Is used) Sue 1.06 eqn. 11.4.1, ASCE 7, pg 115 S 0.71 ego 11.4 -1, ASCE 7, pg 115 . ie : 1.00 ASCE 7 -05 Sec 13.1.3, pg 143 op • 1.0 ASCE 7 -05 Table 136.1, pg 149 • R," 2.5 • ASCE 7-05 Table 13.6.1, pg 149 h,(ft)= .... 9 Component attachment elevation w/ respect to grade . • • Structure roof elevation with rasped to grade . Fp 0.341 • We ASCE 7 -05 Eq. 13.3-1, pg 144 OR 1.136 • Wp ASCE 7-05 Eq. 13.3.2, pg 144 • Not less than 0.213 • Wp ASCE 7 -05 Eq. 13.3-3, pg 144 • • Fp 0.341 • • Wp . I : 0.29 = 0.142: • Wp (ASCE7.05Sea 13.3, pg 145) • Equipment Overturning (Seismic)' Short Direction LOCATION 0.7'Fp (lb 0.7•(0.2•SDS'Wp) Center of Width: W. 0.7 • Mot 0.6' Mr Holdown (Ib) mass (ft) (ft) (ft-lb) (ft-lb) Force (lb) Unit- to-Curb • 129 54 • 1.58 2.08 260 338 0 Curblo-Root 129 . 54 1.58 . 2.08 260 338 0' • Long Direction ' ' LOCATION Width, WI 0.7 • Mot 0.6 ' Mr Hal down (ft) (ft-lb) (ft-lb) Force (lb) • • • Unit - to-Curb 2.17 262 351 0 • Curb - to-Roof 2.17 • 262 351 0 DESIGN FORCES: Unit -to -Curb Total Lat. Load Total Tension . (lb) (lb) . Short Direction 129 (seismic) 0 Long Direction 129 (seismic) • 0 Curb-to-Roof Total LaL Load . Total Tension • . . (lb) (lb) • Short Direction • 129 (seismic) 0 • Long Direction 129 (seismic) 0 9570 SW Barbur Blvd Project Name Sportclips Transformer Support Framing & tt ec a 120170 Suite One Hundred Portland, OR 97219 -5412 Location 9009 SW Hall Boulevard, Suite 115, Tigard, Oregon - NO • MILLER Client Top Drawer Development CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By EMH Ck'd LW Date 3/21/12 Page ►I of (o a . 2001 NASPEC w/2004 Supplement Project: 120170 Date: 3/21/2012 Model: Ceiling Joist P1 W 13.3 Unif Ld ilb /ft li r -- t R1 R2 7.08 ft Point Loads P1 Load(lb) 270 X- Dist.(ft) 3.54 Section : 800S137 - 43 Single C Stud (X - X Axis) Fy = 33.0 ksi Maxo = 1475.1 Ft - Lb Moment of Inertia, I = 4.001 iM4 Va = 1051.2 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 561.7 0.381 561.7 Full 1475.1 0.381 0.036 L/2383 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 182.2 1.00 246.9 432.1 0.0 0.38 No R2 182.2 1.00 246.9 432.1 0.0 0.38 No P1 270.0 1.50 590.4 974.2 561.7 0.48 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstlffen Stiffen R1 182.2 0.0 1.00 0.17 0.00 0.03 NA R2 182.2 0.0 1.00 0.17 0.00 0.03 NA P1 135.1 561.7 1.00 0.13 0.38 0.16 NA 06 Jr : 5 DOWEL SHEAR VALUES Single Shear Dowel Type: Bolt Material: DF Side Plate: Steel Dia. = 1/2 in DOWEL DIAMETER k = 36.41 L = 0.060 in SIDE MEMBER THICKNESS Rea = 0.71 L = 0.750 in MAIN MEM.BERTHICKNESS U = n/a OS, max = 0.0 deg. SIDE MEMBER ANGLE FROM PARALLEL rn = n/a Om. max = 90.0 deg. MAIN MEMBER ANGLE FROM PARALLEL y = 95,459 Fes = ..87,000 psi TABLE 11.3.2 Cg = 1.00 F ern = 3,160 psi TABLE 11.3.2 p = 1.00 CD = 1.60 SEC 4.3.2 Ke = 1.25 C = 1.00, SEC 4.3.3 R = 0.04 C t = 1.00. SEC 4.3.4 Z I = 237 Co = 1.00 SEC 11.5.1 Z II = 522 II P = 0.00 i PENETRATION Z = 118 A m = 8.4375 in2 AREA MAIN MEMBER Z lIIm = 433 A = • 0.33 in2 AREA SIDE MEMBER Z M 424 E = 1,600. ksi MAIN MEMBER MODULUS Z IV = 598 Es = 29,000 ksi SIDE MEMBER MODULUS Z(control) = 118 # of rows = 1 ALLOWABLE VALUE Per Bolt =I 189 Ibs s1 = n/a in SPACING BETWEEN ROWS OF FASTENERS 'Use 0.5" dia. Bolt n = 1 FASTENERS PER ROW s2 = n/a SPACING BETWEEN FASTENERS IN A ROW s3 = n/a SPACING BETWEEN FASTENERS IN A STAGGERED ROW F = 45,000 psi BENDING YD STRGTH Fell = '5,600 psi BEARING PARALLEL F = .3,160 psi BEARING PERPENDICULAR Fee, s = 5,600 psi F m = 3,160 psi S chme 9570 SW Barbur Blvd Project Name Sportclips Transformer Support Framing & Pro nt 120170 a Suite One Hundred Mi . Portland, OR 97219 -5412 Location 9009 SW Hall Boulevard., Suite 115, Tigard, Oregon MILLER Client Top Drawer Development CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By EMH Ck'd 1—S- Date 3/21/12 Page of , j REFE12 Nc.E SECTION 7 ENERGY EFFICIENT • GENERAL PURPOSE DISTRIBUTION HPS SENTINEL 600 VOLT CLASS ENERGY EFFICIENT GENERAL PURPOSE DISTRIBUTION TRANSFORMER ALUMINUM & COPPER, THREE PHASE STANDARD SPECIFICATIONS 15 to 45 kVA 75 to 750 kVA 0 15 to 45 kVA 75 to 750 kVA Efficiency Meets DOE 10 CRF Part 431 & C802.2 efficiencies a. 35% of rated load. Efficiencies are calculated under a linear load profile. UL Listed File: E112313 File: E112313 CSA Certified File: LR3902 File: LR3902 Frequency 60 Hz 60 Hz 220 °C (150 °C rise) 220°C (150 °C rise) • Insulation System 200 °C (130 °C rise) on 15 & 30kVA copper (optional 115 °C and 80 °C rise available) (optional 115 °C and 80 °C rise available) Enclosure Type Heavy Duty Ventilated Type 3R Heavy Duty Ventilated Type 3R Optional Type 4, 4X (stainless steel) and 12. Optional Type 4, 4X (stainless steel) and 12. Enclosure Finish ANSI 61 Grey, UL50 ANSI 61 Grey, UL50 Neutral Neutral terminal for field connection (on applicable Neutral terminal for field connection (on applicable units). units). Standard Primary Taps Refer to wiring diagrams for details. Refer to wiring diagrams for details. Front accessible separate high and low voltage Front accessible separate high and low voltage Termination terminals; connectors suitable for aluminum and terminals; connectors suitable for aluminum and rn copper are provided for easy cable installation. copper are provided for easy cable installation. n Conduit Knock -Outs Standard on all units. Standard on 75 kVA & 150 kVA units. Impedance Typically 2.5% to 6.5% Typically 2.5% to 6.5% Z Mounting Floor or wall /ceiling mounting available. Floor or wall /ceiling mounting available. Refer to selection tables for details. Refer to selection tables for details. Seismic Seismically certified in accordance with 2009 IBC Seismically certified in accordance with 2009 IBC for S <= 2.00g, zlh = 1.0 and 1 = 1.5 for S <= 2.00g, z/h = 1.0 and I, = 1.5 Sound level Meets NEMA ST -20 standards. Meets NEMA ST -20 standards. (Optional low noise units available) (Optional low noise units available) — Other voltages and kVA sizes not listed in this section are available upon request for both aluminum and copper wound units. Features as listed above may differ. Please contact customer service for details, price and availability. FOR TERMINATION DETAILS SEE PAGE 275. FOR ACCESSORIES SEE PAGES 271 TO 274. FA 5 165 H ISS © Hammond Power Solutions Inc. Data subject to change without notice. REFEKEIVL. SECTION 7 ENERGY EFFICIENT GENERAL PURPOSE DISTRIBUTION ALUMINUM WOUND, THREE PHASE SPe e 240 Delta Primary Volts 480Y/277 Secondary Volts 60 Hz Approx. Dimensions Catalo Case (Inches) Approx. Mtg Type Wiring kVA Number Style Weight W - Wall Diagram (Pages 260.267) Width Depth Height (Lbs.) F - Floor (Pages 276 - 288) , : ,:j _ . _.. NMKUISDK_ • NH5 19.40 _ .. _ 20.20' - _ _ 21,50 200 , . .ForW' ' _ SCD 40_, , _ 3 0 NMKO3ODK NH6 23.90 25.00 28.75 280 ForW • SCD 26 _ 45 NMK0450K , NH6 23.90 . ,2 5.00 _ 28.75 375 F or W • SCD 26 75 NMK075DK NH3 26.00 25.00 38.00 540 ForW' SCD 26 _.112.5_ NMK112DK NH3 26.00, _ _ _ - 2 5 .00_ . __ 38.00 775 _ F or W' _ SCD 26 - 150 NMK150DK NH4 32.00 29.50 41.00 850 F SCD 26 __ 22 . NMK225DK : _.- NH4 -_ _ 29.50 41 _ 1400, F SCD 28 _ . _ - _. 300 NMK300DK NJ1 39.50 34.00 51.50 1700 F SCD 26 • 500 NMK500DK -__ NJ2. _ 48.50 _ . _ 38.40 • _ 59.00 _ 2700 __ _ F _ . NO TAPS _ 750 NMK750DK NJ3 51.50 43.40 66.00 3250 F NO TAPS For shielded units, please add the suffix "S" to the above part numbers. 'WALL MOUNTING KIT AND /OR DRIP PLATE KIT REQUIRED. REFER TO PAGES 271 TO 273 FOR DETAILS. 480 Delta Primary Volts 208Y/120 Secondary Volts 60 Hz May be used on a 4 wire 480Y1277 Volt Supply • - - - -- - -- - - -- -- "------ - -- --- Approx. - --- - - .-,------------ --- -- pprox. Dimensions Case Dimens Approx. Mtg Type Wiring kVA Catalog Style (Inches) Weight W - Wall Diagram • Number (Pages 260 -267) Width Depth Height (Lbs.) F - Floor (Pages 276 -288)- _._1..5 NMK015KB _ NHS ___ - - -. 19,40. .- _ . 20.20' 21.50 200 F orW' - _ SCD;7 • 30 NMK030KB NH6 23.90 25.00 28.75 280 ForW • * SCD 19 45 NMK045KB H8 23.9 25.00 28.75 375 or W • SCD:19 - 75 NMK075KB NH3 26.00 25.00 38.00 540 ForW' - SCD 19 I .- ..II - .11 • :.41 or '' 11 . 150 NMK150KB NH4 32.00 29.50 41.00 850 F SCD 19 225 - _ NMK2_25KB- NH4 32.00 29.50 41.00 1400 F SCD 19 • 300 NMK300KB NJ1 39.50 34.00 51.50 1700 F SCD 19 500 NMK500KB NJ2 48.50 38.40 59.00 2150 F St D 20 • 750 NMK750KB NJ3 51.50 43.40 66.00 3200 F SCD 20 For shielded units, please add the suffix "S" to the above part numbers. 'WALL MOUNTING KIT AND /OR DRIP PLATE KIT REQUIRED. REFER TO PAGES 271 TO 273 FOR DETAILS. 480 Delta Primary Volts 240 Delta /120 CT Secondary Volts 60 Hz May be used on a 4 wire 480Y/277 Volt Supply // Approx. Dimensions ^ //�� - Case Approx. Mtg Type Wiring m Catalog (Inches) n � kVA Number Style Weight W - Wall Diagram ` (Pages 260 -267) Width Depth Height (Lbs.) F - Floor (Pages 276 - 288) • 15. NMK015KD . - _. NH5 19.40 20.20. :•21.50: 200 ForW CD ' :S_ - _ - 30 NMK030KD NH6 23.90 25.00 28.75 280 ForW' SCD 21 z ' 45 NMK045KD NH6 • , 23:90 , Cp 25.00 - 28_75 375 ForW • S 21 _ 75 NMK075KD NH3 26.00 25.00 38.00 540 F or W • • SCD 21 112.5 NMK112KD_ • -_ NH3_ 25.00 • SCD • 26.00 25.0 38.00 775 ForW 2_1 ___ 150 NMK150KD NH4 32.00 29.50 41.00 850 F SCD 21 - 225 _ NMK225KD ' NH4 32.00 29.50. 41.00 _ 1400 F - S CD 21 300 NMK300KD NJ1 39.50 34.00 51.50 1700 F SCD 21 . . 5_ 00 . _IJMK500KU NJ2 48.50 ' 38.40 - 59.00 2700 F SCD 22 • 750 NMK750KD NJ3 51.50 43.40 66.00 3250 F SCD 22 For shielded units, please add the suffix "S" to the above part numbers. 'WALL MOUNTING KIT AND /OR DRIP PLATE KR REQUIRED. REFER TO PAGES 271 TO 273 FOR DETAILS. Note: For units smaller than 15kVA, please refer to the three phase encapsulated units in Section 8. Products listed on this page are available as 'CE Mark' products. Please consult our sales office. FOR TERMINATION DETAILS SEE PAGE 275. A c � FOR ACCESSORIES SEE PAGES 271 TO 274. N V r�s Inc. Data subject to change without notice. .� © Hammond Power Solutions nc. • K VE -KENx� GENERAL INFORMATION • NEMA 3R ENCLOSURE DIMENSIONAL DRAWINGS . 'NH' SERIES ENCLOSURES B A B1 H D 0 • C co D 0 MI E 0.56 D(a.(4) J L AMEZEELL F••- MA - L --0-1 k MB ►I FRONT VIEW All Dimensions in Inches SIDE VIEW Case Dimensions in Inches Style A B B' C D E H K' L MA MB NH3 26.00 25.00 24.00 38.00 24.00 2.50 14.00 2.00 X 3.00 2.50 21.50 19.00 NH4 32.00 • _ • 29:50 28.50 41.00. 24.00 2.50 12.00 2.00 X 3.00 .:2.50, 2380 2 3.50 Note: Mounting hole dimension Is 0.56° diameter. OPTIONAL NEMA 4, 12 AND STAINLESS STEEL ENCLOSURES ARE AVAILABLE. 1 Knockout (K) sizes are actual diameters of knockout, not conduit sizes. Refer to table on page 260 for conduit sizes. SEE PAGE 266 & 267 FOR DETAILS. A B _ MA - • A - - -►. B1 •, j I ................ D O K . 0.50 • f w I Keyhole F n C Slot (4) \.,, x 6• •o- Z - O G E ' Q Q 0.56 Dia.(4) W Ce • MA L MB W O FRONT VIEW All Dimensions in Inches SIDE VIEW O Z Case Dimensions in Inches Style A At B B' C D E F G H K' L MA MB • NH5 19.40 16.75 20.20 15.00 21.50 12.00 2.00 7.00 7.81 6.00 1.38 X 1.75 2.80 18.00 9.00 NH6 490 , 21.50 • - 25.00 1950 28.75 :17.00 2.00 _ 8.00 10.29 8.50 1.75 X 2.50 5.20 2235 9.00 Note: Mounting hole dimension is 0.56' diameter. OPTIONAL NEMA4, 12 AND STAINLESS STEEL ENCLOSURES ARE AVAILABLE. ' Knockout (K) sizes are actual diameters of knockout, not conduit sizes. Refer to table on page 260 for conduit sizes. SEE PAGE 266 & 267 FOR DETAILS. 11-1P5 260 H fM5i © Hammond Power Solutions Inc. Data subject to change without notice. • a GENERAL INFORMATION ELECTRICAL SCHEMATICS AND CONNECTION DIAGRAMS SCD 19 SCHEMATIC CONNECTIONS Primary Volts Connect lines to Inter - connect 218 504 630 H1, H2, H3 1 -H1, 1 -H2, 1 -H3 H2 X2 213 492 615 H1, H2, H3 2 -H1, 2 -H2, 2 -H3 A432 208 480 600 H1, H2, H3 3 -H1, 3 -H2, 3 -H3 203 468 585 H1, H2, H3 4-H1, 4 -H2, 4 -H3 XO 198 456 570 H1, H2,113 5 -H1, 5 -H2, 5 -H3 H1 X1 193 444 556 H1, H2, H3 6 -H1, 6 -H2, 6 -H3 X3 188 432 542 H1, H2, H3 7 -H1, 7 -H2, 7 -H3 Secondary Volts Connect lines to Inter - connect H3 208 480 X1, X2, X3 - 120 277 X1,X0 I X2,X0 I X3,X0 - SCD 20 SCHEMATIC CONNECTIONS Primary Volts Connect lines to Inter - connect H2 X2 218 504 630 H1, H2, H3 1 -2 213 492 600 H1, H2, H3 2 -3 4 6 208 480 570 1-11, H2, H3 3-4 2 203 468 H1, H2, H3 4 -5 5 3 1 XO 198 456 504 H1, H2, 143 5 -6 � � X1 193 444 480 H1, H2, H3 6 -7 188 432 456 H1, H2, H3 7 -8 H1 H3 X3 Secondary Volts Connect lines to Inter- connect U 208 X1, X2, X3 - 120 X1,X01 X2,X0 I X3,X0 - SCD 21 - SCHEMATIC - CONNECTIONS Primary Volts Connect lines to Inter - connect • 504 H1, H2, H3 1 -H1, 1 -H2, 1 -H3 X2 492 H1, H2, H3 2 -H1, 2 -H2, 2 -H3 43 H2 480 H1, H2,1-13 3 -H1, 3 -H2, 3 -H3 fi s 468 H1, H2, H3 4 -H1, 4 -H2, 4 -H3 7 456 H1, H2, H3 5 -H1, 5 -H2, 5 -H3 444 H1, H2, H3 6 -H1, 6 -H2, 6 -H3 H1 432 H1, H2, H3 7 -H1, 7 -H2, 7 -H3 X1 120 120 X3 Secondary Volts Connect lines to Inter - connect H3 X 240 X1, X2, X3 - 120 X1, X6 - X3, X6 - 0 SCD 22 p Z SCHEMATIC CONNECTIONS E xl x Primary Volts Connect lines to Inter - connect -I D r- 504 H1, H2, H3 1 -2 H2 X2 492 H1, H2, H3 2 -3 Z 480 H1, H2, H3 3-4 x 468 H1, H2, H3 4 -5 1 456 H1, H2, H3 5 -6 i 3 444 H1, H2, H3 6 -7 • 432 111, H2, H3 7-8 120 120 Secondary Volts Connect lines to Inter - connect H1 ifil X1 X6 X3 240 X1, X2, X3 - 120 X1, X6 - X3, X6 � 281 -. .•--- v © Hammond Power Solutions Inc. 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