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Specifications = Tin ' 4: it:. , . , { 1; - ' ,: 1, 4 ,, •c,i �. °it b;,r.' -- j .. , '•., -..• r -a ` -, �" P -:' i ' i ' ^y., ?-', dY` +: i.4u i •. , .� ` ...� a�'f = . �•1 1 :•. , '�� �', . . � ..:"�.,:`, h n• "�4: i:� 7 �. ... iY'N•.,� 3�. b. G O - y r Title : l Job # :. . .Nc?! n•z.;F • - 7 '7 , w. ._ Date: 9:53AM 13 •.. .. � '1 �� 0� / 7 G_; � � ' • •Dsgr , .u: •. • ,. : . :, .MAY04 ,; . Y.� �7 050 v lC`7 /� • •' :•• • :.De�•cr�tlbn • . • � L u • • • • Scd'pe•: • • la ti 1 Rev: 580000 • User: KW -0603678, t(er5.8.0, 1-Dec-2003 General Timbe pqa Y' • • • Page 1 (c)1983 -2003 ENERCALC Engineering Software • • • + 11�`� • • • nd433.ecw.Calculations uxsm. .:z•�.:.._nrrz,��.s . a.r:.....�_�•ra�� ..��,a• >*s .:.. �s•.��. - .v��..e� ,a >�,? Description 2x10 @ 8 "o.c. w /Mech • • • • • • • • • ••• • • • General Informati • Code Rigel 297•NDS, 2008 JBMOOMFPA 5000. Base allowables are user defined 1 • Section Name 2x10 CenterVpan; ;•; ;•; 1117 ft: :...,Lu 1.00 ft . Beam Width 1.500 in Left Castile? r • • -• • • • ft • Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft Lu. 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow . 900.0 psi Load Dur. Factor 1.150 ' Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi . Repetitive Member E 1,600.0 ksi , Full Len • th Uniform Loads Center DL 20.00 #/ft LL 25.00 #/ft Left Cantilever DL • #/ft LL 5 tlo %A #/ft ' _ c P L.F 'f. L , Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left 34.00 #/ft LL @ Left #/ft Start Loc 0.000 ft . DL @ Right 34.00 #/ft LL @ Right #/ft End Loc 6.500 ft Point Loads Dead Load '- 180.0 lbs lbs lbs . lbs lbs lbs b s Live Load = Ibs lbs lbs lbs • lbs lbs lbs ...distance 3.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft I Summary Beam Design OK Span= 14.67ft, Beam Width = 1.500in x D h = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.935 : 1 1 p lC.. Maximum Moment 2.0 k -ft Maximum Shear * 1.5 • 0.9 k Allowable 2.1 k Allowable 2.9 k Max. Positive Moment 1.96 k -ft at 5.809 ft Shear: @ Left 0.64 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.42 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.465in Max. M allow 2.10 Reactions... © Right 0.000 in fb 1,102.02 psi fv 62.58 psi Left DL 0.46 k Max 0.64 k Fb 1,178.11 psi Fv 207.00 psi Right DL 0.24 k . Max 0.42 k Deflections 1 :m. tea. rt,,.. , . . , s ," , 'd e Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.310 in -0.474 in Deflection 0.000 in 0.000 in ...Location 6.866 ft 7.042 ft ...Length /Defl 0:0 0.0 ...Length /Defl 567.5 371.15 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... el Deflection 0.000 in 0.000 in @ Center 0.465 in L '13 ,. O ...Length /Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Q c ' , n - - :`d .R � 1 • i : �e1''' � ,d `7 `,27%+ i , � : :T Pcu _ 7 - - i . : Title : �W frt. i i ,.., , ,,. - # .x,1 �7 • • •. . • .. nr D'sg '• ' •, � • • • ii Date: '9:53AM, 1,MAY,04 • • • 13e *riiitian :1 :- " ; ••• • • •. • • • Rev: 580000 Page 1 User: KW -0603678, VEr 5.8.0, 1- Dec -2003 General Ti�mber•RP?m • • • • (c)1983 -2003 ENERCALC Engineering Software • • • • • ,.._SVc433 ecwCalculaltons . s • . Description 2x10 @ 16 "o.c. w/Transformer ; ; •. ; • • • • • i • • ••• • • • • General Information Code Refi199a•ND8.20013180•2.00MPA 5000. Base allowables are user defined Section Name 2x10 Center • Span .; : •; : • :1a.ti ft : :... 4 Lu 1.00 ft. . Beam Width 1.500 in . Left Cantilettdt• • • • • *ft' Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 - Fb Base Allow 900.0 psi Load Dur. Factor 1.150 Fv Allow 180.0 psi / Beam End Fixity Pin -Pin Fc Allow 625.0 psi - Repetitive Member V E 1,600.0 ksi Full Len •th Uniform Loads 'ahq; Y.S::'�3t -"Si T.:YVYY 'P ^1 !`.;n?H::YSY.: NY4 M +9,.Nm?'k'•';.% `.u3M;. -K ':' z:.+�sme?bci> > +'" A}4@ "RWn R imY:LlS.acd arra`wsl;titN '^z4M }::8�.amk s, tu i.5su:.'v`3Yt:,'V '.9'.bl..::A °..tiR' a4?r3''^' 3lY,tibs Wi'�x:R :`= sm%'F, iti'd.G»". k. .' ,yes_?. Center . DL 27.00 #/ft . LL 34.00 #/ft Left Cantilever DL #/ft LL ....... #/ft . ( ? L 'r. L. Right Cantilever DL #/ft LL 000 #/ft Point Loads Dead Load 180.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 3.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft ,,,, ,i imaizamm ,A , ...01 , ..y.lt,.....01.71 Beam Design OK Span= 14.67ft, Beam Width = 1.500in x Death = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.939: 1 D(4,- Maximum Moment 2.0 k -ft -" Maximum Shear * 1.5 0.8 k Allowable 2.1 k -ft Allowable 2.9 k Max. Positive Moment 1.97 k -ft at 6.631 ft Shear: • @ Left 0.58 k Max. Negative Moment 0.00 k -ft at 14.670 ft @ Right 0.49 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max © Right Support 0.00 k -ft @ Center 0.396in Max. M allow 2.10 Reactions... @ Right 0.000in fb 1,105.77 psi fv 58.16 psi Left DL 0.34 k Max 0.58 k Fb 1,178.11 psi Fv 207.00 psi Right DL 0.24 k Max 0.49 k Deflections • m � , a Yom..^F , „: Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.264 in -0.487 in Deflection 0.000 in 0.000 in ...Location 7.042 ft 159 ft ...Length /Defl 0.0 0.0 • ...Length /Defl 667.6 361.2. Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.396 in (. ...Length /Defl 0.0 0.0 @ Left 0.000 in (.■ @ Right 0.000 in ./ (o O D v- •1 11 • •• .. •• • • • • •• • • • • • • • •. O. . • 0 • • • ••• • • . • • • • • • • • • • • • • • • • • • • • • . •• • .. • • • • .. • • • • • • • • •• • • • • • • • • • • • • • J. ••• • • • ••. •.. • • •• .. • • • • • • • • • •• .. • • . • • • • • ••• • . 1 1-17 0, s, MFIA PANEL SCHEDULE 23- Mar -04 panel mounting location _ connected load amps (E) E SURFACE ELECT F11 6 voltage phase bus & main calculated load amps 208Y/120 3 100A MLO 6 C service va a/p no. a b c no. alp va service C 1 (E) LTS 600 20/1 1 * 2 20/1 600 (E) LTS 1 SPARE 200 20/1 3 * 4 20/1 600 (E) LTS 1 SPARE 20/1 5 * 6 70/3 SPARE SPARE 20/1 7 * 8 - * * BLANK 9 * 10 * * 'RANK 11 * 12 BLANK Phase A 1200 VA NOTES: line -line voltage ' Phase B 800 VA ** NEW CIRCUIT BREAKER 208 Phase C 0 VA largest motor (va) _ Total Connected 2000 VA load code: ph. A ph. B ph. C total factor calculated load (va) 1. LIGHTS= 1200 600 0 VA 1800 1.25 2250 2. RECEPT.= 0 0 0 VA 0 1+ 0.5 0 3. HEATING= 0 0 0 VA 0 1.00 0 4. KITCHEN= 0 0 0 VA 0 1.00 0 5. EQUIP.= 0 0 0 VA 0 1.00 0 6. MOTORS= 0 0 0 VA 0 * 0 7. M ►SC= 0 0 0 VA 0 1.00 0 (* 125% of the largest motor + 100% of the balance) TOTAL . 2250 l i IN • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • J• ••• • • • MFIA PANEL SOHEL'ULI 23- Mar -04 ' panel mounting : ltntiarr' .• ' ' connected load amps (E) EMDP E96 SURFACE • • • (ELECT F11 81 voltage phase bus & main calculated load amps 208Y/120 3 125A MLO 81 C service va a/p no. a b c no. a/p va service C 7 (E) PANEL X96 8392 100/3 1 * 2 50/3 1200 (E) PANEL E 7 7 * 9572 * 3 * 4 * 600 * 7 7 * 8644 * 5 * 6 * 0* 7 5 (E) GENERATOR CONTROL 200 20/1 7 * 8 20/1 200 (E) MAIN FIRE ALARM 5 5 (E) FIRE ALARM IN TUNNEL 200 20/1 9 * 10 20/1 SPARE SPARE 20/1 11 * 12 20/1 SPARE BLANK 13 * 14 BLANK BLANK 15 * 16 BLANK BLANK 17 * . 18 BLANK BLANK 19 * 20 BLANK BLANK 21 * 22 BLANK BLANK ' '23 * 24 BLANK _ BLANK 25 * 26 BLANK 3LANK 27 * 28 BLANK BLANK 29 * 30 BLANK BLANK 31 * 32 BLANK BLANK 33 * 34 BLANK BLANK 35 * 36 BLANK BLANK 37 * 38 BLANK BLANK 39 * 40 BLANK BLANK 41 * 42 BLANK . Phase A 9992 VA NOTES: line -line voltage Phase B 10372 VA • 208 Phase C 8644 VA largest motor (va) Total Connected 29008 VA load code: ph. A ph. B ph. C total factor calculated load (va) 1. LIGHTS= 0 0 0 VA 0 1.25 0 2. RECEPT.= 0 0 0 VA 0 1+ 0.5 0 3. HEATING= 0 0 0 VA 0 1.00 0 4. KITCHEN= 0 0 0 VA 0 1.00 0 5. EQUIP.= 400 200 0 VA 600 1.00 600 6. MOTORS= 0 0 0 VA 0 * 0 7. MISC= 9592 10172 8644 VA 28408 1.00 28408 (* 125% of the largest motor + 100% of the balance) TOTAL = 29008 • •• •• •• • • • • •• • FC'�I4SN:1(i4570 : : • • :r (SUNIJINGG • % • • • • • • •• • • • • • • • • • • • • • • • • PART 1 GENERAL • • • • • • • • • • • • • • • • • • • ,• ••• • • • • • 1.01 DESCRIPTION A. Drawings and general provisions of tIte Erltritet, iV.IlydtrN ral and other Conditions and other Division I — General Requiren:ents:ect:(a,m1r.Lpethr iork specified in this Section. • • • • • • • • • B. Provide ground system as specified nerein, sown nn [he Drawings, and as required by NEC and other rules and regulations pertaining to grounding. 1.02 SUBMITTAL AND RECORD DOCUMENTATION A. None required. PART 2 PRODUCTS 2.01 GROUND CONDUCTORS A. Equipment or grounding conductors shall be soft drawn copper, stranded per ASTM B8 and, if insulated, shalr have green insulation. 2.02 GROUNDING BUSHINGS /WEDGES A. Sufficient ampacity with grounding conductor set screw connection. 2.03 CONNECTOR A. Cast, set screw or bolted type. 2.04 GROUND RODS A. Copper -clad steel, not less than 3/4" in diameter, 8' long, driven full length into the earth. PART 3 EXECUTION 3.01 INSTALLATION A. All grounding conductors shall be sized in accordance with Article 250, Tables 250 -66 and 250- 122 of the NEC. B. Except where specifically indicated otherwise, all exposed non - current - carrying metallic parts of electrical equipment, metallic raceway systems, and neutral conductor of the wiring system shall be grounded. C. The ground connection shall be made at the main service equipment and shall be extended to the point of entrance of the metallic water service. Connection to the water pipe shall be made by a suitable ground clamp. If flanged pipes are encountered, connection shall be made with the lug bolted to the street side of the flange connection. D. Where the metallic water service is used, it shall he grounded as described by Article 250 -53 of the NEC. E. Generally, all supplemental grounding electrodes shall he ground rods. F. All ground wire connections below finished grade. cast in concrete, or bonding solid wire shall be exothermically welded. G. Where there is no metallic water service to the building, ground connections shall he made to driven ground rods on the exterior of the building. 031120 TWALITY MIDDLE SCHOOL ADDITIONS AND REMODEL 2004 DEC 03 TIGARD — TUALATIN SCHOOL DISTRICT 23J 16450 - 1 1'imicd l04 /29/1)4 • .. .. • • • • • • • • SEt1714SN:lh'45 :) : • : : : : G: (1UN 411NG :'. • • • • • • • • • • • •• H. The maximum resistance measured in accordance with IEEE Standard 142 of a driven ground shall not exceed 25 ohms under normauyilryt6nditj . JT;his reistabce cannot he obtained with a single rod, additional rods shall hS ilst:M d not `cS 41t in 6' ;n:erttas, or if sectional -type rods are used, additional sections may be c .uipl!d and tanow thr• jrtst roil. If the resultant resistance exceeds 25 ohms measured not less than 4g hours after rainfall, the Engineer shall be notified immediately. ••• ••• • • •• •• I. Grounding conductor connectors shll he:nact. dp tight .:nrj lc=ca ed for future servicing and to • ensure low impedance. • ••• • • • • • • • J. The Contractor shall submit in writing to the Owner upon completion of the project the measured ground resistance of each ground rod, indicating the location of the rod and the resistance and the soil conditions at the time the measurements were made. K. Where new circuits are to he served by existing panels with no ground bus, provide supplemental copper ground bus in panel. END OF SECTION • 03020 TWALITY MIDDLE SCHOOL ADDITIONS AND REMODEL 2004 DEC 03 TIGARD — TUALATIN SCHOOL DISTRICT 23J 16450 - 2 I'i imcd 04 /2Y/ IJ