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Specifications 2021-Ooc OFFICE COPY RECEIVED Approved We shall be on job €{ APR 14 2011 CITY OF TIGARD STRUCTURAL CALCULATIONSBUIWING DIVISION FOR PACIFIC CORPORATE CENTER 1533 SW SEQUOIA PARKWAY PORTLAND, OR 97224 -- ELECTRICAL ROOM EXPANSION -- PROFFs�� R O 12,187 OREGON `' ✓O ✓LTV 15, tiN E. NOftr)\,\\ EXPIRES: 12/31/22 Contents Summary S1 Details A-B D1 -D2 Calculations Cl -C4 .Contact Person: John E Nordling,PE Enclosures El -E2 NORDLING Proj. No.: 21-065 PCC228 ELECTRICAL ROOM STRUCTURAL MEZZANINE r y ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAR 2021 By:JEN Sheet No.: COVER SUMMARY 2019 Oregon Structural Specialty Code Wind 5 per INTERIOR Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.851 Si = 0391 Sps = 0.661 SDI = 0.442 Future Transformer: maximum weight to be 100 lbs V48M28T1516 weight 100 lbs length 30.5' width 24' height 43' NORDLING Proj. No.: 21-065 STRUCTURAL PCC228 ELECTRICALMEZZANROOO E ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200'Beaverton OR,97008 Date: MAR 2021 By:JEN Sheet No.: S1 1111111111111111111111111111111111111111111111111 © L H U i r 3J4 I I j . 1 r---- • ! _- jI • i � p • ; CI) I DI 6008I62-33 METAL STUDS 624' o/c. 600T150-33 BOTTOM TRACK W/ 0.145 PAF 624' o/c TO EXISTING S.O.G. 600T200-33 TOP TRACK AT DEFLECTION HEAD. DEFLECTION HEAD BY ARCHITECT. ❑2 800T150-43 LEDGER TRACK W/ (3) *8 SMS EACH STUD 3❑ 8005162-43 JOISTS 616' o/c W/ *8 SMS TOP 4 BOTTOM TO LEDGER ® 34' PAPA RATED (42/20) T4G SHEATHING WI *8 SCREWS e6' o/c EDGES, *S SCREWS e12' o/c FIELD. 0 TRANSFORMER, LOCATION AND ORIENTATION TO BE DETERMINED. SEE DETAIL (B). © HEADER: (2) 600SI62-33 STUDS W/ 600T150-33 TRACK TOP 4 BOTTOM. SEE (B). CONNECT HEADER TO JAMS STUD W/ (4) *8 SMS SCREWS EACH END. El 4x6 BLOCKING W/ SIMPSON 'A35' EACH END. ATTACH TO JOIST W/ (5) *8 SMS SCREWS 4 TO BLOCKING W/ (5) *8 x 11/21 WOOD SCREWS. BLOCKING LOCATIONS TO ALIGN WITH TRANSFORMER ANCHORS. 51 gUCTL,, VR�CD PRate 12,187 'f' 9, 9 OREGf4 C2-Dt FLAN 6,4, E. NORO\e EXPIRES:12/31/22 NORDLING Proj. No.: 21-065 IriP .,;,,, ft STRUCTURAL PCC228 ELECTRICAL ROOM `a- MEZZANINE J J/- y ENGINEERS, LLC PAC TRUST 6775 SW iiith,Suite 200.Beaverton OR,97008 Date:MAR 2021 By:JEN Sheet No.: D1 .--TRANSFORMER l 5 i (2) 1/2 act, x3' LAG SCREWS EACH SIDE 4 .,..,...E1 y v alliZrillimmir I ME li. •••••••••• •••• ••• b.0 Ella In (2) 6005162-33 600T150-33 TOP 4 BOTTOM *6 SMS SCREWS 1012' o/c EACH SIDE TOP 4 BOTTOM teiLtD PROFF47 fc- 1 ,187 . • A •RE ON ' • Om. DETAIL -oyN°` 1 5, so,\C\U' . NOR EXPIRES: 12/31/22 NORDLING Proj, No.: 21-065 STRUCTURAL PCC228 ELECTRICAL ROOM ,z= MEZZANINE ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: MAR 2021 By: JEN Sheet No.: D2 • 1 I i t i i I 1 1 i �. I 1 i ...i*... -. O i © i it i i i r • "' i 1 I i I 1 i I 1 i ' I I i 1 i i I 1 i i I i rt— i 1 .i 1 0 H NORDLING Proj. No.: 21-065 PCC228 ELECTRICAL ROOM STRUCTURAL MEZZANINE 4Y.'` ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200'Beaverton OR,97008 Date: MAR 2021 By: JEN Sheet No.: Cl 40, JOIST 8 STUD PSF PSF P5F P5F _ DL LL TW PL LL TW 15 20 16' o/c 15 20 16' o/c PM 600 !be 12 39'4" 31'2" 27'3" 600S162-43 33 16 35'9" 28'4" 24'9" 24 31'1" 24'9" 21'8" 6 00516 2-33 i24' o/c UU W A A A A 5'-0' 5'-0' M 2.15 In-k M 12.25 In-k 6008162-33 8008162-43 M 9.41 In-k M 18.33 In-k NORDLING Proj, No.: 21-065 AL ROOM STRUCTURAL PCC228 ELECT MEZZANINE :,. 401 ENGINEERS, LLC PAC TRUST 6775 SW loth,Suite 200•Beaverton OR,97008 Date:MAR 2021 By: JEN Sheet No.: C2 HEADER P5F P5F PL LL TW 15 20 5' / 2 PM 4S0 ibe -100 !be •35'/5.0' a 490 Ibe w d d 3'-0' M 446 rt-Ibe 5.35 In-k 6005162-33 M S.41 In-k -ok- USE (2) 6' STUDS 15.S In-k -ok- • NORDLING Proj. No.: 21-065 STRUCTURAL PCC228 ELECTRICALEZZAOOM NINE ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAR 2021 By: JEN Sheet No.: C2 ASCE 7.10 Standard Roof Top Mech Unit Location 45°24'38.69"N Ss and Si=Mapped Spectral Acceleration Values 122°44'47.96" W SW Sequoia Pkwy,Tigard,OR 97224 Ground Motion Ss 0.857 Si 0.391 Occupancy Category H Site Coefficients Fa 1.16 Site Class D Fv 1.62 Importance Factor 1.00 Height of Structure 20.0 ft SMs Fa* Ss 0.992 SMi Fv* Si 0.633 Design Category(SDC) D SDs (2/3)SMs 0.661 SDI (2/3)SMt 0.422 Air Side HVAC FP MIN= 0.3 SDS IP WP ap 2.50 I p 6.00 = 0.198 WP ->* 0 0.139 F = 0.4 a p •Sos •I P p �1+2• z •Wp FP MAX= 1.6 SDS IP W P 7 R p h. = 1.06 W P ->*0 0.740 z= 20.0 ft ASD FP= 0.33 WP ->* 0.7 0.231 Eq= 0.154W+ 0.2 SDS W W :Weight of Unit z= 10.0 ft FP= 0.22 W P ->* 0.7 0.154 Height 43" Weight 700 lbs Length 24" Width 30.5" VEQ= 0.154* 700 lbs+0.2* 0.661 * 700 lbs = 108 lbs+93lbs T= 108 lbs * (43"/2)/24" + 931bs/2 - 0.6* 7001bs/2 = -67 lbs [0 Net Uplift] V= 108 lbs NORDLING Proj. No.: 21-065 STRUCTURAL PCC228 ELECTRICALMEZZANINE 4t ENGINEERS LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:MAR 2021 By: JEN Sheet No.: C3 V48M28T7516 Eaton General purpose ventilated transformer, Fungus proof,AL windings, DOE 2016, NEMA 2, FR942, 220°C, 75 kVA, Floor mnt, 3-phase, PV:480V delta, SV: 208Y/120,50 dB, 2 at+2.5%,4 at-2.5%, 150°C, 75 kVA, WS59,280E Contact me about this product(/content/eaton/us/en-uslsupport/low- voltage-power-distribution-controls-systems/contact-me- transformers.html/content/eaton/us/en-us/catalog/low-voltage-power- distribution-controls-systems/ventilated-general-p urpose- transformers.SKUI D.V48M28T7516) CDNeed product support? Technical Support Country United States of America Specifications GENERAL SPECIFICATIONS PRODUCT SPECIFICATIONS PRODUCT NAME SPECIAL FEATURES Eaton General purpose ventilated transformer Fungus-resistent varnished core and coil CATALOG NUMBER INSULATION V48M28T7516 220°C UPC FRAME i806M14i54a FR942 PRODUCT LENGTH/DEPTH TAP SIZE 24 In 2 at+2.5%,4 at-2.5% PRODUCT HEIGHT PHASE 43 in Three-phase PRODUCT WIDTH WEATHERSHIELD 30.5 in WS59 PRODUCT WEIGHT SOUND LEVEL 609 lb NEMA ST-20 W ` 6 I 5 I 4 \f/ 3 I 2 I 1 NOTE �/ 1.ALL UNITS ARE DESIGNED IN ACCORDANCE WITH APPLICABLE NEMA, H UL,ANSI,AND IEEE STANDARDS. H 2.DRY-TYPE VENTILATED,CLASS AA,NEMA TYPE 2 ENCLOSURE. 3.FOR NEMA 3R OUTDOOR APPLICATION,USE WEATHERSHIELD#WS59. 4.TRANSFORMERS ARE FLOOR-MOUNTED.USE WALL-MOUNT BRACKET WMB04 FOR WALL-MOUNTING. 5.220'C CLASS INSULATION SYSTEM, 6.PAINT COLOR IS ANSI#61. 7.ALUMINUM UNITS HAVE ALUMINUM WINDINGS AND TERMINATIONS. — COPPER UNITS HAVE COPPER WINDINGS AND TERMINATIONS. — 8.MINIMUM CLEARANCE OF 2 INCHES FROM THE BACK AND SIDES WHEN INSTALLED INDOORS,AND 6 INCHES FROM THE BACK WHEN WEATHERSHIELDS ARE INSTALLED. I FRONT 0 0 G 00000DO000000D0000000DOn00D00000000000000000000 i G o I O UNIMMInniiimmimmomminom 0 I O — Anomiiiiii-a-lb._ 51 AIM F A IiUOhIIItlir F 0 1 f 0 _ I G K BONDING GROUND BAR H r 0 E i _ FRONT VIEW T I■ • E i P— ill — IF CABLE ENTRY IS REQUIRED IN L R THIS AREA BONDING GROUND BAR SIDE VIEW MAY NEED TO BE RELOCATED - T BY INSTALLER. T S M +—P P FRONT P USE K x L BOTH SIDES,AND "" '''�• J 1 (M+S)x N ON BOTTOM AS RECOMMENDED CABLE ENTRY LOCATIONS. D = N D C F E C r =` = 7 ` �- __ _ __ [ i 0.56(14)DIA. — _ MOUNTING HOLE 4 TOTAL o _ C l D C B BOTTOM VIEW DIMENSIONS IN INCHES(mm) — FRAME A B C D E F G H J K _ FR942 43.00(1092) 30.50(775) 24.00(610) 26.03(661) 16.00(406) 22.00(559) 16.01(407) 4.00(102) 3.29(84) 12.30(312) L M N P 0 R S T U 4.78(121) 15.72(399) 3.33(85) 0.50(13) 5.59(142) 18.13(460) 3.80(97) 6.96(177) ---(---) REV.1 OCT/15 B B 'THIS DIMENSION DRAWING IS FOR REFERENCE ONLY.IT IS NOT TO BE REGARDED AS INDICATING THE EXACT DETAILS OF CONSTRUCTION. " PRODUCT CODE:• FEDERAL ID NO, DFTR DATE THE INFORMATION ON THIS DOCUMENT WAS CREATED BY EATON — CORPORATION.IT WAS DISCLOSED IN CONFIDENCE AND IS • J.C.SOTO 10/29/2015 TO BE USEDFOR THE PURPOSE IN WHICH IT WAS SUPPLLIEDONLY IF-T•1111 APPD DATE TITLE DRY TYPE TRANSFORMER D.GARCIA 10/29/2015 OUTLINE S.O. TYPE • DRY TYPE TRANSFORMERS OUTLINE A • REVISION G.O. DWG SHEET A REV DESCRIPTION DFTR APPD DATE 1 FR942 REVISIONS 1 OF I 7 6 I 5 1 4 A 3 I 2 I 1 t.•�r