Loading...
Plans VL1%1I( ON SULTING 5032224453 E N G I N E E R S 503.248.9263 vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 www.vimk.com RECEIVE STRUCTURAL CALCULATIONS DEC 1 2011 CITY OFTIGARD for BUILDING DIVISION Macy's Washington Square Generator Anchorage 9300 SW Washington Rd. REVIEWED FOR Tigard, OR CODE COMPLIANCE for James Gilbert Company 17635 NW Corey Rd. CiT OF TIGARD North Plains, OR 97133 Approved.. [ yr Conditionally Approved [ ] See Letter to: Follow [ ] I PROF A s ed [ G PermitNu6ber: 020( I 1 Add - - 1_/1 0%; 1: ■ ai • ' B del"' Date: WM IlLG Zo o ms Approved plan: <2, 1210 shall be on job site. EXPIRES: 6 -3O -2013 1 OFFICE COPY Prepared By: Stephen Stenberg VLMK Job Number: 20110597 Date: November 30, 2011 Table of Contents Sketches: 5K -1 thru SK -4 Calculations: C -1 thru C -5 Reference Sheets: R -1 thru R -6 'Structural Engineering•Civil Engineering• Industrial Engineering•Planning•Studies /Evaluations•Entitlement VLMK Consulting Engineers, Inc. MACY'S WASHINGTON SQUARE 4 A GENERATOR SLAB AND WALL ; NO' PLAN VIEW 41 . 10■ A ' � NEW MASONRY WALL �e1 TO MATCH EXISTING CMU 114 . 1 116. y r ri EXISTING ' .!����i► 9' HIGH MASONRY WALL EXISTING COLUMN 9' -8 NEW 6" 8 -0 X 7 -0 HOLLOW METAL CONCRETE SLAB DOOR AND FRAME 194 SQUARE FEET i 1 4 - o 0 \ 1 N GENERATOR " SEE A -4.1 FOR . 4107 3' 0 MOUNTING DETAILS .• P } MACY'S EAST ENTRANCE I I I 7=r 1 I H . _____, James Gilbert Company J r Commercial Interior Conitruotion 17635 NW Corey Road V ir North Plains, OR 97133 503 - 647 -9300 �MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1/8" = 1' A -1.1: PLAN N igilbert@jamesgilbertco.com • EXIST. COLUMNS & PED• BRIDGE ABOVE NEW MASONRY WALL EXIST. MASONRY WALL U -- OMEN- - -- OMEN-- M- MI-- --- --- MIEN••- -••M -1 - -OMEN- -- -- - - - - -1 • MM - MMINE ----- ------ - - - - -- OMEN- - OMEN- - - -- -OMEN- -- I = = - -- OMEN-- • = - =- -OMEN- --- �_ == M IIM---•-------------■----------- • •- -•• -M1 •OMEN- ■ ----- - - - - -- -OMEN -M1 • OMEN-• ------------ •, •---- OMEN - OMEN- ---- - - - -- -OMEN--- --1 ---I - - - - -- OMEN-- '1----- - ----1 - =NM •-- EN- - OMEN- MEN------------ EN-------------- MM••--••-- - - - -M -- OMEN--- =MOM - -----I •M - -• - - --------- - --- 11------ ------- -M-- -- --MI--- - -- ---I � --- M- M.r - --M- OMEN- ----MM - -M1 • -- ---- ---- -- ••-- __OM - M- OMEN- -- OMEN-- - MI----- -•• - N OM -• •OMEN - - �� -�-- NNENIM �- NI • OMEN -• �NUMIMN -� == =NOS �� - -- - - - - - -- MM NOM -� -- I• • M M= OMEN OMEN I - -I MN =M- _ - -------- ----------------- M------ MM- -M-- - - - - - -I =MN 1M1 -M-1 ---------M----------- M---- -- -- - -EN- - ---• - •- -•• - -1 •M- I--I ■ENMI I= ------- -------------- M NM= - --OM --- - - EN--EN-M - -- - -I - -• 1M1 ---1 •------ -- -- -------- EN M M11------I------=M -• •- -•• --1 •EN- 1 -M1 NMI - ----- --- - -- OMEN- - - -- OMEN- M - - - -- OMEN- -- OMEN- - - -- --1 - M ■ -I 1==11• NOM - - -- ---------------------------------------• •-ENNE= _r •-- 1--1 • I O - ---- -------- ----- ---- -------- ---------- - -OMEN - -I OMEN■ 1M1 MN. •--------- OMEN- ------------ ---------- OMEN---• •--••-EN1 OMEN 1-M1 =11111==. --- - -- - -- OMEN - OMEN---- - OMEN -------- OMEN--- OMEN-- OMEN - OMEN-- - OMEN■ 1 - EN - 1 OMM 1 ■- ---------- ------ ------- - - - - -- OMEN---- OM- M••- -••--1 •-- 1MM1 NMI _ ---------M -- -OMEN--- -- -------- - - - - -- OMEN- - -- ------i =M• 1M1 - - -1 Cn ■-- -------- OMEN-- -- = ---- -------------- OMEN --• •--••--1 •OMEN I--I NM. V • ---- ------ --------------------- ---• ---N- OMEN- ---1 OMEN• -1 NM= -- •------------------------------ --11 -OMEN-• •- -••--1 •OMEN 1 - -• M _MOM -- M----- M----- INS= =EN -- M------- -- -M -M _M• _ •- I11. ••-I -- - = =IIMM-- - - - - -- OMEN---- ------------- M----- -----I - -• 1 -1 M - -- •- EN---- M---------- OMEN- - - -- -- --- -- OMEN- -- =OMENS •- -•• --1 • -- 1 -M1 NMI - - -- OMEN - OMEN------ --ENM -- OMEN---- OMEN- - -- -MOM - -- -M1 ---I =I =IN 1-1 MMM1 ■---------- ----- --- --- - - - -- OMEN- - -- OMEN---- -..MM••=M1 •M■ I -MI •OMEN-• =I M MEM--- -- OMEN- -- OMEN----- MI---MI-------- MM--- - - - =MI - -■ 1M1 ••MM1 •---OM------ -MIINI OMEN- ----M-- - -- OMEN- - -EN M- OMEN- -•• - -1 •-- IMMI •MM■• - - OMEN- ----M- OMEN- -- - - -- 11------------------- -M1 - --I MIME 1M1 M --1 • MM - ---- M MM- MM M-- M M---- MEN- M-- -MMMI -MI- OMEN- --M1 MM1 OMEN -I --• 1M1 - - -1 •MM M- M- MM--M -------MIM--M---MMM-MM-M=I111-MM M IEOMIM MMI MM• sEO -MIMEO 20 1 - 011 40 - 0 " 0 ELEVATION James Gilbert Company �. ... N Commercial Interior Construction G ^/•1 X 17635 NW Corey Road North Plains, OR 97133 _ .M _ _ • N 503 - 647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 3j " = 1' A -2.1: ELEV. jgilbert @jamesgilbertco.com 16 MASONRY NOTES: 1) GROUT ALL BLOCK CELLS WHERE REBAR BRICK CAP IS LOCATED. MEI 2) USE 2 - #5 REBAR OVER OPENINGS AND 11I 3 -1/2" X 2 -1/2" EXTEND 2' PAST OPENINGS IN SOLID X7 -1/2" BRICK (Th GROUT BOND BEAM �__ 6" X 8" X 16" CMU ill: VENEER �) r •AAsct-4 ( )) , t P---IcK-. 11= VEriar_(a- D ASS'cnc 1 f rz-c I rs G t) '�3F -ic TI a 5 C, #5 REBAR 32" O.C. VERTICAL 10 . y 48" O.C. HORIZONTAL GALVANZED WALL TIES 16" 1 '1= O.C. WITH SEISMIC WIRE 11: #5 REBAR HOOKED IN FOOTING 1110 FOOTING III! 2 #5 REBARS AT PERIMETER CONCRETE SLAB, 3,500 PSI I I= WITH 2' GRID OF #4 REBAR 1111111 - i lk: Q 4 1' -4" j 1 © SECTION , - James Gilbert Company j •-\,— Commercial Interior Construction G ^0, (/t 17635 NW Corey Road 7t- North Plains, OR 97133 WrtEl 503 -647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD M4 11 -01 -2011 1/2" = 1' A -3.1: SECT jgilbert@jamesgilbertco.com GENERATOR _ ENCLOSURE 5 / r7� F. S p 1 E-..-._x P /6 (, --) .p, CCU - yL W ('T'H - MIIr N V - ) ' M�- D b E T cm'F •l-" AT r � }� ce�2r-► c 2 (`n I r` 1-(' • - k4:2-- 8R-BeET- LOCATIONIS GENERATOR BASE 6" CONCRETE SLAB, 3500 PSI • W/# 4- 2=-7 2.4-' dc- 4 c ° c . 4 a v • ---...\\ . A .., ,,,, v GENERATOR MOUNTING DETAIL James Gilbert Company .� �' .. Commercial Interior Conetrnctlon /e N 17635 NW Corey Road North Plains, OR 97133 p SKET --C 503 -647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD � 11 -01 -2011 1" = 1' A -4.1: DET jgilbert@jamesgilbertco.com Macy's Washington Square Generator Anchorage Job No: 20110597 Designer: SMS Date: 11 /11 Sheet No. L • Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.450511 Longitude = - 122.781261 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values 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 0.948 (Ss, Site Class B) 1.0 0.341 (Si, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.450511 Longitude = - 122.781261 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 1.063 (SMs, Site Class D) 1.0 0.586 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.450511 Longitude = - 122.781261 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 0.709 (SDs, Site Class D) • 1.0 0.390 (SD1, Site Class D) Job V L Al K E N G I N E E R S F 503.248.9263 Job No. 20 10597nerator Anch. 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 E vlmk @vlmk.com 41 www.vlmk.com Date 11/11 v2.00 - Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C 2. - Mechanical Unit Anchorage Design Based on the 2009 International Building Code and ASCE 7 -05 • DESIGN INPUT X Seismic Parameters [ASCE 7 -05 Section 13.6] • 3 4 Site Class = -„ (Assumed) Sos = y ✓ I Design spectral response acceleration SCR ly Ap = _' a , • ' [Table 13.6 -1 ASCE7 -05] Ycg RP = s ",% 11 [Table 13.6 -1 ASCE7 -05] • 1 2 • Ip = t ' c l, Importance Factor z = 4 (ft) Attachment height from base of structure h Xcg = ig (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7 -05 Section 6.5.15.1] P = r 4 .- „,. (psf Design wind pressure (psf) HVAC Unit Data ( +/) ECG WP = 'i = 3;, Machine Weight EV X = - : (in) Base Dimension Zc g 94 tI s- 9 Y = (in) Base Dimension Z = i; '. (in) Height of Unit and Curb Xcg = _, (in) Center of Gravity SIDE VIEW Ycg = (in) Center of Gravity Zcg = ; . :i. z (in) Center of Gravity ANALYSIS Base Shear Seismic 0.4a S W ., = - R p I p C1 + 2 h l = 355 lbs. <_ 1.6.5„1 = 3403 lbs. OK p p l lJ >_ O.3S p W p = 638 lbs. Controls • Base Shear, V = 638 V /1.4 = 456 lbs. (ASD) Wind Fw = 0 lbs. Controlling Base Shear = 456 lbs. Seismic Anchor Shear (Seismic) Anchor dx dx ^2 dy dy ^2 Minimum eccentricity • 1 30 900 15.4 237.16 ex = 4.375 ey = 0.745 2 35.75 1278.1 15.4 237.16 Mx -x = 1994 My -y = 339.6 3 30 900 15.35 235.62 4 35.75 1278.1 15.35 235.62 Y Direction X Direction 4356.1 945.57 V1 = 128 V1,2 = 119 V = 130 V3,4 = 119 Overturning Vmax = 130 lbs. Mot = 25524 lb -in. seismic Each Anchor /Corner Mot = 0 lb -in. wind Mres -x = 54000 lb -in. Mres -y = 27630 lb -in. Net Bolt Tension X Direction Y Direction Tmax* = -34 lbs. Tx* = -217 Ty* _ -34 Each Anchor /Corner *negative ( -) values indicate there is no net uplift I NOTE: ASD VALUES I G_3 PDA Company name: VLMK - - Project: Macy's Washington Square Date: 11/30/2011 Generator Anchorage Version: 2.1.4254.12690 Project number: 20110597 Page: 1/3 Calculations: Selected anchor: Power -Stud+ SD1 - 3/8" (2.00) ; hnom 2 -3/8 ", „06 Grade 2 �t= Effective embedment depth: h = 2.000 inch Approval: ESR -2818 (12/1/2009), except 7/8" & 1 -1/4" dia. Issued: 12/1/2009 Basic principles design: Design method: ACI 318 -05 (Appendix D) Concrete: Normal weight concrete, cracked concrete, f = 3500 psi Load combination: taken from Section 9.2 Reinforcement: none edge reinforcement or < #4 bar Condition B Stand -off: not existent Drilling method: Hammer drilling Drill hole condition: Dry Seismic Loads: Yes Resulting anchor forces / load distribution: Anchor No. Tension load Shear load #1 O lb 182 1b Maximum 0 lb 182 lb Max. concrete compression strain: Infinity %o Max. concrete compression stress: Infinity psi Resulting tension force: 0 lb Resulting compression force: 0 lb Summary: Design proof Demand Capacity Status 1 Tension load l Shear load 182 lb 1034 lb 0.18 5 1.0 OK Interaction - - - Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, USA, http: / /www.powers.com/ Company name: VLMK PDA Powers Design Assisi Project: Macy's Washington Square Date: 11/30/2011 Generator Anchorage Version: 2.1.4254.12690 Project number: 20110597 Page: 2/3 Design proof shear loading: Reference Steel strength (without lever arm): V = 2120 lb D.6.1 cp * V = Oseis * CD * V = 0.75 * 0.65 * 2120 lb = 1034 lb D.6.1.2 Vua = 182 lb Design proof: Vua / (0* V = 182 lb / 1034 lb = 0.18 <_ 1.00 Concrete breakout strength, direction x +: l = 2.00 inch D.6.2 d = 0.38 inch Cal = 8.00 inch V = 7 * (l /d )0.2 * d 0 0.5 *f *c = 7 * 1.398 * 0.612 * 59.161 * 22.63 = 8020 lb AVcO = 288.00 inch Ave = 144.00 inch Wed,V = 1.000 D.6.2.6 Wa V = 1.000 D.6.2.1c Wc,V = 1.000 D.6.2.7 * V = 0seis * CD * (AVc / AVc0) * 4 * Wa,V * Wc * Vb = 0.75 * 0.70 • (144.00 / 288.00) * 1.000 * 1.000 * 1.000 * 8020 lb = 2105 lb D.6.2.1 V = 182 lb Design proof: Vua / (0 * V = 182 lb / 2105 lb = 0.09 <_ 1.00 • Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, USA, http: //www.powers.com/ ' G -S Company name: VLMK P DA Powers Design Assist Project: Macy's Washington Square Date: 11/30/2011 Generator Anchorage Version: 2.1.4254.12690 Project number: 20110597 Page: 3/3 Pryout strength: her = 2.000 inch k c = 17.0 Nb = k *f 5 * hef 1 . 5 = 17.0 *59.16 *2.828 =2845 lb D.5.2.2 ANc = 36.00 inch A Nc3 = 36.00 inch ca,min = 12.00 inch U/ed,N = 1.000 D.5.2.5 Wcp,N = 1.000 D.5.2.7 11)c,N = 1.000 D.5.2.6 kcP = 1.0 D.6.3.1 cr * V� = CD sels * (ANc / ANc0) * W ed,N * Wcp,N * Wc,N * Nb * kcp D.6.3.1 = 0.75 * 0.70 * (36.00 / 36.00) * 1.000 * 1.000 * 1.000 • 2845 lb* 1.0 = 1493 lb Vua = 182 lb Design proof: Vua / * V = 182 lb / 1493 lb = 0.12 5 1.00 Fastening ok! Warnings / remarks: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, USA, http:llwww.powers.coml - KOHLER POWER SYSTEMS J R-i ec EC Ponver Systems, Portland FOR REFERENCE ONLY Box i028G,11135 i W list Avenue Portland, OR 97296 POWER P: 543 - 2243623 T 800- 452- 1511 • SYSTEMS F:583- 224 -3907 S ubmittal Job Name: Chris Butler - Macy's Proposal: We are pleased to offer the following submittal for your consideration. Thank you, Chris Butler, EC Power Systems 8 + 7 I 6 5 j 4 I 3 I 2 I I 75 " 704 (21.7] (3 s 3222 _ ,_372 114.6] r ,. [It.7S °� 75 _ 287 r , 11.01 111.3] T — I 0 0 0 0 0 0 .. \ r 73.1] °T/ • • • Ilr I I v Q _ INSTALLATION NOTE O OPTIONAL BLOCK IF SUBBASE FUEL TANN AND /OR = CONDUIT ENTERY AREA FOR GENERATOR I CUIT '^ 0 HEATER CONDUIT uf- LOAD LEADS (BOTTOM EMTERY). CIRCUIT LOCATION w SOUND HOUSING IS USED, REFER ITi BREAKER OPTION, REMOTE CONNECTION TO SUBBASE FUEL TANN ADV TO ' TO TRANSFER SWITCH AND REMOTE SUGGESTED LOCATIO DETERMINE MOUNTING LOCATIONS ANNUNCIATOR. • FOR FUEL INLET di • 1 FLEXIBLE FUEL LINE WI 3/8 NPT (MALE) ( u • • J., 20 ' ■ Z r e / DETAIL A IR, • 0 o • • • ► ENGINE EXHAUST d OUTLET rr �� _,-., SUGGESTED LOCAT r 75 13.01 rim FOR FUEL RETURN 4 ••• •41C FUEL LINE �(15.7 • i- 3/8 NPT (MALE) p QQ S • p1 ,7] 33.0] Ii�] f _ FUEL RETURN FITTING FOR EXHAUST OUTLET 8 [.312] I.D. HOSE FUEL INLET FITTING FOR SEE DETAIL A 8 1.3121 I.D. HOSE EXHAUST OUTLET • • s VW • 1 _ _ I _ � _ _ _ . 11171 ili;i - ✓ 0 . _ Ili ∎■■ _ ■ OWN 110■•00 ■01■ I i • op Al ii I ... - - NN .0■ I — •■ ' M'1 1 Noo ∎me mil tow amm■ r 1 'Wail! , FVEL REiUR �• ■■�imnllm ∎ ••■ 1 _ i■.- _ uis MODEL COB GENSET WEIGHT (WET) • � � •t=me�ii�■E•g! �■ 10 4P1% 1099 CA 3.251 663 (14611 Rv L — o Ei2 40/50 1P5% , - \ • • 11 �I . - = ' � FUEL INLET �� ■���1,1���� 1105% 1089 [12.87] 683 [15087 • ■ �, _ Ir- �m■■■ =1 1 ��■ SO IP70% / 1071 [42.161 720 115877 're � _ _ •� POW MO �� 4076X �• _ — 1_-- _1i1•��■ 50 40100 1049 [41.311 774 [1707] ��0� 0 ■I I�-� • __ I� •��` 1 `� I�E� i - -� E NC IOSURE AVAILABLE WITH 1041 III INCH] 1111001 MN MN �, ■ _ I '■ , • �_ LL •- �� � � •■ 1 .1 ��� SKID WIDTH ONLY. —_. _!• •w:. ° m% NOTES: A WHEN SUBBASE TANK IS USED. CONDUIT MUST • ,O, _ = 1 •0• BE LOCATED OUTSIDE OF TANK AREA OR IN 1 STUB -UP AREA FOR SUBBASE TANK. REFER 3 g ] p p TO SUBBASE ADV. 1126 (44'31 -�'� {� ?91 y [14.17 I 195.351 21 DIMENSIONS IN 1 I ARE ENGLISH EOUIVALENTS. .11 I/2 NPT OIL yygg (( 718 128•31 DRAIN FAR SIDE ..X.AUST I O U T LEI 780 3) IF AN ENCLOSURE IS USED THE FUEL LINE 4% 017.50 (91.688] 122 [16 6] _ -30.71 MUST BE STUBBED UP FROM DIRECTLY UNDER THE UNIT OR BROUGHT IN FROM THE END OF GENSET MTG. HOLES r r . • THE SKID. REFER TO ENCLOSURE ADV. CENTER OF BALANCE ]SEE CHART) - + ?Al [j 3 z g er L [i2.91 `1 c; _ I L 726 k9 81 KY DAN d in sr. rur r. rue S M.O. MC. ja __ _____ 1 N -- - _ • I I•30- PO NUN NAVIN N6 100331-S1 KNr R+ � °rva `� CO tr. • ____C 1 i flue 0.0.1, 1670.0 40 MODEL, 60H1, 4P4X, 1050 rK, tau src [ idw " " 65.751 50 MODEL, 60Hr, 4P5X/4P70X/40781( 1• ' ,;„ rr � "" rA•�I=ii it gisr•M wK •t si Ercrir I u 11 RECONNECTABLE I I" ✓ °'� Ot[1M d 1d tdl[ MIK t C• i[Eirin. i an a nrm id u[ l /^ r IMPROVED MOTOR STARTING (IMSI RECON, 8 6000 ALTERNATORS 'A'SR,L' ®• -rte CD 7 JOHN DEERE 4024HF, TIER III — Srpnu NFL MKT DAEMON • Nr II•H: iO _. „,— ' r,, • K00 II-l•-.0 t ��•�� '^ ^• KIM I1 -)0-1e ADV-7972 D 8 I 7 I 6 I 5 t 4 I 3 I 2 I I N • 8 I 1 I 6 I 5 d 4 I 3 I 2 1 1 MODEL E WEIGHT 0 KO 19Sd STEEL HEATHER 261(5751 "� STEEL SOUND 272(6001 DISDF4AROE ALUMINIUM SOUND 110(3751 r .,� — 311 V Irk Tie T Z rn NOTE o I. IF TANK IS ORDERED, ENCLOSURE MOUNTS DIRECTLY TO 2. TANK MAY EXTEND BEYOND ENCLOSURE /DISCHARGE END ENO8E EXHAUST i .1 C 'i . 121 858 (33.8) PIT el '1 DOOR OPENING 17 Mil - 1 17 TERNATOR . ACCESS PANEL a • CINIACt•00NBt SYSTEMS e p • ^CtJm ID.lOWER SYSTEMS - o (M, .o 4 1 ■ 0 101 . 1 ' I 101 • • 0 JOB I I I IOI INTAKE (BOTH SIOESI 38 370 I 1656 (65.21 .1 114.61 -._ 881 134.1] 1041 11.0 /COOLANT ORAN poTH SIDES/ 4X 025.4 11.001 2300 160.61 r , ONENSICNS N 0 ARE N ENOLEN EOIIIVALENTS YCV NATE N [NINIrt At. ■t INT N. IN YTIS'N LEV1* 11 ] *_ iI 1 5 O Komi M M lalEVEC 20 MODEL, 60HZ, 4P4 0 11.11•N 10-41 1NIDES 40T MID, 240 GAL LAS 255, • Qw u� WSS f 101 . 1000. � Vl1. VI UM 5.5. 30M00E1, 60 I. 4P5/4P7/404 NE TI IC CONVERSIONS COLLECTED 1512201 SAY ........ n i 111 1 NONI w . 40 mope_ 60 HZ. 4P6 C !'24-01 ALL 01003 UPDATED AND NESIIEN11011E0. MEOW RII ; As I Iraq r U 1 L1q Ill a 50 MODEL, 60 HZ. 4P7/4P8/400 1 6-1 -SO 10.61 311 WAS 312 11.11 1411 LAS Ill) 1612121 SAN Nr A O�I LON YE Y i[L. 60 MODEL, 60 HZ. 4P8/4PK1/4V7 I 3. 11-IS IA -111 ISO 031 'A', ID-21 TAILS IDIOM. ism 19--i '� DIMENSION PRINT RECONNECTABLE, 10.21 NEW TAKE ASOE0,15 •Il D1IENION3 EON /22/01111 MU 2C1 - 80 Ktf IMPROVED MOTOR STARTING IIMSI RECON 0 600V ALTERNATORS AMU PANEL ILNOV(IINUTI 610 3NS 1 - 5 -01 .,, IN1 .,, 1.. ,t I JOHN DEERE. 4024TF/ HF/6030HF, TIER H CIE 3 •• .. 610 1 -5 -01 ACV -7420 I D 8 I 7 I 6 I 5 1 4 3 I 2 I I 8 I 7 I 6 I 5 1 4 I 3 I 2 I I MOM CAPACITY MEOW Mf310HT LITERS GAL KG LAS W N 2D/301MI 294 78 329 726 254 10.0 204101EN 427 113 378 833 355.6 14.0 A, M0 H J 626 165 450 886 450.4 10.0 2DE O O 20601LW 626 165 150 991 508 20.0 2041001 O 792 • 210 523 1153 635 25.0 ` / 4040111 950 253 572 1260 762 30.0 E F B C O �(0) w O rn 2300.0 000.551 = r+ o Z a , a a 4 I 'J oe s e a a a a o ° ° r J ° / r 0 0 4n N— SCALE 030 REMOVABLE —, END CHANNEL � p p 331.8 . ' (13.061 STUB -UP O° 0 A OPT EMERGENCY VENT FITTING PER NFPA 30 Q ° WITH VENT CAPS (OTT 2). AREA B. 2' NPT FUEL FILL FITTING WITH LOCKABLE CAP �-� ° AND 2' RISER. u C. 2' NPT FUEL LEVEL GAUGE FITTING WITH DIRECT – READING MECHANICAL GAUGE. / ® F 0. 2" OPT NORMAL VENT FITTING WITH MUSHROOM VENT � � � CAP AND 5' RISER. i E. 2' NPT FITTING FOR REMOVABLE ENGINE SUPPLY O o -or \ 0, DIP TUBE (3/8" NPT FEMALE WITH CHECK VALVE). I F. 2' NPT FITTING FOR REMOVABLE FUEL RETURN 1016..5 tt do 4a 02t \ 0 ECONDARY TANK DIP TUBE (3/8' NPT FEMALE). E a a o • • U 0 0 o ,Al, SEE OETAL A 0 DE ° EMERGENCY PRESSURE H. 2' NPT FOR LOW LEVEL SWITCH RELIEF VENT A (SET AT 500 FULL. SILICONE PACKED). jS J. 2 NPT ADDITIONAL FITTING FOR OPTIONAL ACCESSORY • �..� 40 0 [3. 11 01 M. I /2 BASIN DR A N NT PIPE PLUG). l (INSTALL STEEL 1/2' NPT PIPE PLUG). N. 112' NPT FOR FUEL IN BASIN SWITCH (INSTALL STEEL 1 /2' NPT PIPE PLUG). 370.0 (14.57] L442 9 LAB 691 1 it [Al Ellp a, E ;; RIM ii _ °— NI E; , o SI ;3;11 I „ 370 0 E14.571I_ 1656.0 165.201 „I ••• ' TE 38 I I MUST USE BAR FOR LIFTING ON 67 GAL. TANK. ONIBBSIOPIS IN I 1 ARE ENGLISH EOUIVALENTS. NOTE NEV BATE ° amain DM. 4t BYE a. f° (UMW K urn IT ••.ate °:I5 LEI ca INE I PRO-E FOR FURTHER TANK DETAIL • 2•4.011 NEW DFAMIN I10(11l4) M g + MAN arrnw, MGM. vi )4.. ..S.A. 20 MODEL, 60HZ, 4P4 Lit SEE INDIVIDUAL DRAWINGS. A 3-21-111 041 utlil CAPACITIES UPDATED. a -vu ], f: °i M°,il , S K I .r °, m 30 MODEL, 60NZ, 4PS/4PT/404 �nr +�• rao�twr An 1wr aer w� (S IT1 40 MODEL. 60HZ, 4P5 (TN•W TT I R[ E " IDE N TIT ENANNE NOTED. (A I) EI r- r, n x.aau°�a l ' K 50 MODEL. 60112. 4P7/4P8/4010 - TT I •N• 1DFTt nn [4n t:Ir °- s. a�',nF.uae A4 At. .. d. 60 MODEL, 60112. 4P8/4P10/4V7 6 ) ° - :T•N (A-I) 4Mn I a 2 as I a I (O$410.71 m W 8W �� RECONNECTABLE E n•u -N (34) a -NW o us N n um., NO AEYalrui IArE DIMENSION PRINT MOTOR STARTING ( INS ) RECONN. d 600V ALTERNATORS II 4 - 3 - BI !MEET 2 REMOVED IMO ON ADV-7311 ININI IAN "• CIE ]•I•DI 0 , E , --FP., JOHN DEERE 4024TF/4024HF/5030HF, TIER III kJ ) -4 -N I= A DN -7430 I D 8 I 7 I 6 I 5 T 4 3 1 2 I A C 0. r 8 I 7 I 6 I 5 i 4 I 3 I 2 -- _ 273 (10,81 — �'I! ` 68 (2.71 ira jl1 yl1 I. - - I u SECURITY COVER r' OPTIONAL ON NENA I" REQUIRED FOR NENA 3R SECTION C-C ACCESSORY MODULE 8�, - 1 (OPTIONAL) — t � •- -- AREA -.. - — — ..L– -. . RECOMMENDED ENTRANCE _ \ TOP 6 BOTTOM T - SEE DETAIL . • e c e c LI S 1• � ■ O ! 1 0 o 1 / i_______ ' o SURGE PROTECTIO 111 `■1L � ` (OPTION o 1=1 . I aria . �II r ! 11 :161:1 0 P it CI= � I , ? o I -1 NONALR II . e 1 (OPTIONAL) `•MA � — F PADLOCK HASP 8100 iffp (SECURITY OPTION I 1 y EQUIPMENT GROUND 000 l NEMA 3R ONLY) NOTE: DUE TO THE SPACE LIMITATIONS. ® ���� SURGE PROTECTION OR NEATER I I h ® MAY BE ORDERED. BUT NOT BOTH. . 1 1 - PGC 0000 DIMENSIONS IN I I ARE INCHES. f[ ii I I • BQ� � FINISH: ANSI 49 GRAY. I A I I • 8000 SNSTALLAT ON OPERATII N AL OF UNIT. 1 a _ �` �I I I r I I ADV-Tl56 INSTALLAT INSTRUCTIONS. HEATER 6 SURGE PROTECTION ARE 5ECTKA A.A LOGIC DISCONNECT i B A I AVAILABLE ON MODEL KI ONLY. ASO E17.7] "'II N (OPTIONAL) n. DAIS EMMA - uriu- ' (� !•u -1f KEW DRADiw I »DAtI WJO Er {� � " "" L CO A 2•11.00 1A•21 E[I : t (KITE ADDED: 16•6I 100i DI[f7 AQ1,Ii. �N Mu I Y t 1, [ IIrDA[I C1t[�1 1 t1 CD . AAOOfl. K i KI DOTE ADM: [fHfl1 n i l • 1 At[ iwm n NOTE: NPAC LOT ) 61! ! •ID jjp i[[TEOR�I[MTIDRAL> A AOD o; q it NFi1CR — W .Pw Ii '�.. 4 .E�ttfi A. AL' -OW FOR MINIMUM DOOR o_E� SWING CLEARANCE OF SOB (20.01 30-20DA 2, 3 L 4 POLE tOPTIODALI ADDED: 1010631 eTi AMgIAl1 Mn DAEMON IN FRONT OF CABINET. STANDARD TAANsmOI no t 011_,,,, I.. •I STANDARD call/SECTION ION ` - W30 t• 13 ... - P A I A 3R �+ AA 2.13-Di ADV- 7 D 8 1 7 1 6 I 5 1 4 1 3 1 2 I 1 • . 4 . • f 8 I 7 I 6 I 5 8 4 I 3 I 2 I I IX 0112.7 (.501 SIMKO muynNo IIOTE 273 (10.71 A — !A FOR SEISMIC CERTIFIED UNITS. MOUNT WITH THE FOLLOWING HARDWARE, 09.53 (.3751 BOLT (4) I ► T y 025.4 (1.001 ■ 2.1 1.0837 THICK WASHER (41 .� HARDWARE TO COMPLY WITH SPECIFICATIONS I OAD .-1 • - T 1 4 ON ADV-1456. O I _ 4 1 • . o I O S ■-. • O I MEROEMCY ' I�•' ° LL =CP — • o rim NEUTRAL 4 ° .. 0 (2 6 3 POLE UNITS ONLY) ,6 n O .0.14: L � C� 0 9 AUXILIARY CONTACTS 1_ a e L..... I ENGINE START TERMINALS • Kt I —.. I 1 _ Ulli ! 000 00@ I 01C0 roc NORMAL s m Uri NORMAL 6 EMERGENCY HpU0 �° CONTACTS ARE I C ul II [1.1 ` WITAC H OPTIONAL REVERSED 8il�� - `• OVERLAPPING NEUTRAL. •�� I `QJ n. o I I ) R I 1_ , A---I SECTION A -A 73 12.91, ( 305 112.01 WITH WEIGHTS KG (LB5) 2 POLE 3 POLE 1 4 POLE 28 (62) 30 (65) I 31 (68) KT HATS ICTIII* P " IOONLER CO 16ETAIC I PROF 2.13. SEE SHEET I I TIHI21 uI Sri �iiu SCREW TYPE TERMINALS , Ram vse. esI •■ sru 11.11.A. FOR EXTERNAL POWER CONNECTION l7•u -a (III SEISMIC MOUNTING HARDWARE NOTE (II; _ lu r.n rO w I Tta ` I la a. MODEL K 6 ADDED' II•II (SI ST -SID Milt HAS III TO Ill II lira .O/ S[ wS aC�l".'".M 1 iN RANGE AL/CU OF WIRE SIZES M (33011! alrwn a son SWITCH RATING APAC LOGIC en e� °' r IAMPSI 30 I.a iwau l Ii AU�(eIY13. .200A 2. 3 1 4 POLE H 34.10 SEE SHEET I DE t MINI sty 'MOW 41S--r CONTACTOR PER PHASE NEUTRAL GROUND STANDARD TRANSITION `IDNR HATS DIMENSION MOLL 30- 150 ( I I III TO 4/0 STANDARD CONFECTION sre ISO 2 - i 3 - II ...0.. I r + 200 II) 014 TO I/O (CU ONLY? HA TO 250 KCNIL (3) 16-3/0 PEAIA 16 3R •� I 2 -u -Ii ADV -7167 FIT 8 I 7 I 6 I 5 t 4 I 3 I 2 I I /o C.- • RECEIVED DEC 1 2011 - CITY TIGARD MACY'S GENERATOR PAD BUILDI VISION AND SCREEN WALL - ,, I N { . OWNER: , � 1 ` ; ,- .. r MACY'S WASHINGTON SQUARE 9300 WASHINGTON SQUARE RD. �, " L � � North TIGARD, OR 97223 , ; CONTRACTOR: v JAMES GILBERT COMPANY d • ". m A. 17635 NW COREY ROAD , ` NORTH PLAINS, OR 97133 ` 0. " "OP* 503 - 647 -9300 .. ti - j ' - - 4,, OW. 40 , � a ♦ '"'fir"'"' d ' .. JIM GILBERT ,.. jgilbert@jamesgilbertco.com 4. , e : 1 ;,4 '/ r ; M tip+• GENERAL DESCRIPTION Y -: ,,.. REMOVE APROX. 10' X 20' AREA �' � • ' � - " -� s # OF LANDSCAPING AND INSTALL A . 4r * CONCRETE PAD WHERE AN • 1 . • a • 4 : • EMERGENCY GENERATOR IS TO . -, •• . •• - BE PLACED. n 4 - 's ' � ,.. i t CONSTRUCT A 9' HIGH SCREEN /' , ~'; �,: 4 • , I - V work area WALL TO MATCH THE EXISTING MASONRY CONSTRUCTION AND ,1 .; «� II . l , 4 • r FINISH. ,/,c� Macy ,) 0 ' , .'. t .14,4.0. . !,4 .. , • ELECTRICAL WORK AND �' 't • N - ' GENERATOR INSTALLATION IS BY h: r •.:# OTHERS. • .• . • 1,,:,:-.v ► yid r? . , .!. C ! �� 0. ilk , • n � 1, >R to .., . James Gilbert Company G Commercial Interior Construction 'V- AREA MAP 17635 NW Corey Road North Plains, OR 97133 503-647-9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 N.T.S. A -0.1: PLOT jgilbert @jamesgilbertco.com MACY'S WASHINGTON SQUARE = ; ' _ - GENERATOR SLAB AND WALL ' PLAN VIEW \0 ` NEW MASONRY WALL .44 � , TO MATCH EXISTING CMU 0 4 411P- ;1 61 105- �► EXISTING %; �'��� 9' HIGH MASONRY WALL EXISTING COLUMN r / /// // / / / /// % / // / // 9' -8" NEW 6'• 8 -0 X 7 -0 HOLLOW METAL p CONCRETE SLAB DOOR AND FRAME 194 SQUARE FEET ®) 1111 o r p N \ , GENERATOR Or 3 . 0 .. SEE A -4.1 FOR MOUNTING DETAILS • j cz .161:: / ' r ' ..• • A - MACY'S EAST ENTRANCE H — H --- an ! / /�L / /�� James Gilbert Company Y �'`.- Commercial Interior Construction G^% 17635 NW Corey Road North Plains, OR 97133 - 503- 647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1/8" = 1' A -1.1: PLAN jgilbert@jamesgilbertco.com • • EXIST. COLUMNS & PED• BRIDGE ABOVE NEW MASONRY WALL EXIST. MASONRY WALL •--------------- ------------------- --- - -- -- - - -- - -- 0101-- -- - - - - - -- 0101-- -. 0101-• --- - --- ----- ------ -------- ------ -- - --- -0101 --_ ---I --- •0101-- ----- 0101--- -M OM. =--- ----------- ---•----------------- --- -----• •--•- 0101-- ----- 0101--- -M •0101-• ---------- 0101--'.- ---- ---------- ---- - - - --- --- ---� -------- -- 0101-- -- 0101---- ---- •-------------- - -- 0101--- -- 0101 0101 0101-- -------••--•---- •0101- - 0101---- - 0101- - 0101- - -- •0101-• -- ---0101 - -0101- -_ - ------- ---------- -------- --- ---I 0101---- - 0101- - 0101- --- 0101--- - - -- •-- ----- -- --- -•�--- 0101---- ------------- 0101 -••--•---- - 0101- - -- 0101- - 0101- - 0101 01-01--• •0101-• --- ---------- - - - - -- -0101 --- ---0101 - -0101 - - --0101 --- ---I --- - - - 1-01 - --- •----------- ------------------------ ----••- -•2101-- - -- M=I -0101 • - -- --- --------------- - --- -- -0101 ---- -- -- -- - -- ---I --- - -- -- -- ------ -------------- ------------ --- 0101---•• - -•2101-- • -- MUM •0101-• -- -- - ----- --0101--- ------------- ---- -- ---- --- ---I --- - -- ---- •- ---------- ------ 0101---- ----------------••- -•21--- - -- I--I •0101-• --- -- -------- --------------- ------- ------- --- ---I -0121 - -- ---- ------ -- ------------ ----- ---- -- - --- -- -2121- -•-- -- 21-01 M--• •0101-• o ---------------------------------- - - - - -- 0101-- 0101 --• --- - --- - M---------------- ------------- 0101---- -- 0121•--•-- -- 2101- I--• 0101-• =Me - - - ----- 0101-- ----------- ---------------• •--•- -0101 --- M.M. -0101-• •---------------------------- - - - - -- 0101 0121 2101 0121-- 01 0101- I- -• -0101-• CT --------- --------------------- ------ - - -- --- - - -' 0101• - -- - - -- •---- --- -------- ---------- - ---- 0101--- ----••--•• --- --- M=1. -0101-• --------- --- -------------- ---- ---- - ----- --- ---I - -21 F M=- - --- - ------- -------- --------------- ------ -- -••--•0101 -- --- I--• -0101-• =MO MMMMMMMMMMMMMMMMMMMMI -------------------------------------••--••--- -0101 - -' ----• =--------- ----------------- ------------ --- ---I - - - --• - -_ ---- --------------- ----------- -----------••�--- •0101 -, --• -- -------- --- --- 0101----- --------- - ----- 0101- 0101-- := = =• -=--- =----- ------- ------- ----------- ------ •2101 0121-- - - MME :0101 - - -- -- - -------- - - ---- 01 --01 0101----- ---- ---- -- 0101- --1 - -• _ --------- - - ---- 0101----- ---------------•• 0121•- 01 1 •-- 0101• 0101 -• - - - - - - -- 0101 - - --- 0101-- --- --- --- -0101- -- 0101- ---_ --- MOO= == =------------- ---- ------ ---- -- 0101- -- 0101-• 0121 - - s__ =-- 0101- - =------ -------------- ---- -- 0101-- - 0101----- -- - - - - -1 - -• 20 - 0 " 40' -0" 111111 ELEVATION James Gilbert Company j Commercial Interior Construction C ' ^ ko: 17635 NW Corey Road North Plains, OR 97133 503- 647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1 �� = 1' A -2.1: ELEV. jgilbert @jamesgilbertco.com MASONRY NOTES: 1) GROUT ALL BLOCK CELLS WHERE REBAR BRICK CAP IS LOCATED. ■ ■,� 2) USE 2 - #5 REBAR OVER OPENINGS AND '�Is 3 -1/2" X 2 -1/2" EXTEND 2' PAST OPENINGS IN SOLID X7 -1/2" BRICK GROUT BOND BEAM 6" X 8" X 16" CMU I.1 VENEER 1� #5 REBAR 32" O.C. VERTICAL 1111 48" O.C. HORIZONTAL GALVANZED WALL TIES 16" 11110 O.C. WITH SEISMIC WIRE !' #5 REBAR HOOKED IN FOOTING 11� #5 REBARS AT PERIMETER FOOTING CONCRETE SLAB, 3,500 PSI WITH 2' GRID OF #4 REBAR �'1 _ 11111111111.1111111111 1' -0" 6 1' -4" SECTION James Gilbert Company G - O Commercial Interior Construction ••■••• 17635 NW Corey Road North Plains, OR 97133 503-647-9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1/2" = 1' A -3.1: SECT jgilbert@jamesgilbertco.com . - • GENERATOR — ENCLOSURE SEE STRUCTURAL ENGINEERING FOR ANCHORAGE DETAILS GENERATOR BASE 6" CONCRETE L AB, W/24" GRID CRE OF S #4 REBAR 3500 PSI — 4 a a 4 °a ° u v d v. a j 4 d ---.\\ * A ../ . b GENERATOR MOUNTING DETAIL James Gilbert Company G Commercial Interior Construction . Nos. 17635 NW Corey Road North Plains, OR 97133 503- 647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1" = 1' A -4.1: DET jgilbert@jamesgilbertco.com . a 0 a d //- co a Sr2 RECEIVED DEC i ZUi1 MACY'S GENERATOR PAD CITY OF TIGARD SI BUILDING DIVISION AND SCREEN WALL T Nil a f • j ,k OWNER: ,� C . r < MACY'S WASHINGTON SQUARE 9300 WASHINGTON SQUARE RD. North TIGARD, OR 97223 , t , , SN1 EI., i ka ,a CONTRACTOR: ,, JAMES GILBERT COMPANY -..... :`� 17635 NW COREY ROAD 5t • t . NORTH PLAINS, OR 97133 0* , 4. , y `�► :` 503 - 647 -9300 . / * - or JIM GILBERT 3 ,, . r G 4. a jgilbert@jamesgilbertco.com f , ,� -,It A4 .. s - °., w S' 1 ; - „it GENERAL DESCRIPTION "�- ' . REMOVE APROX. 10' X 20' AREA _ - OF LANDSCAPING AND INSTALL A r t ; r y * f CONCRETE PAD WHERE AN % + .. • EMERGENCY GENERATOR IS TO BE PLACED. `,t4 ., 7' CONSTRUCT A 9' HIGH SCREEN , ,f • , �1�• • ii work area WALL TO MATCH THE EXISTING -�1- --- MASONRY CONSTRUCTION AND ` k '' � is FINISH. .'4+rii 9 ..�,� Macy A. 's , r , . /#lj. * iir/*t .J, , t ELECTRICAL WORK AND i 1• . GENERATOR INSTALLATION IS BY ♦ * r ' ' "� OTHERS. i * •.' *� •'� = � ►i, 1 - �� a rm � � ♦1� f • . r I s V h tip” A 6 Mit James Gilbert Company c Commercial Interior Construction AREA MAP 17635 NW Corey Road North Plains, OR 97133 503-647-9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 N.T.S. A -0.1: PLOT jgi gilbert@jamesgilbertco.com MACY'S WASHINGTON SQUARE ,;;`��- GENERATOR SLAB AND WALL PLAN VIEW ,''� A. ,.c! NEW MASONRY WALL �. )." TO MATCH EXISTING CMU 14 z EXISTING / 9' HIGH MASONRY WALL EXISTING COLUMN � 9' -8 NEW 6" - 8-0 X 7-0 HOLLOW METAL CONCRETE SLAB DOOR AND FRAME ill 194 SQUARE FEET ®/ 1111 o � o N \ I GENERATOR SEE A -4.1 FOR 3' 0" MOUNTING DETAILS • ` - I �� - . MACY'S EAST ENTRANCE • '. • 1I l b — = H - . James Gilbert Com P an �� Y .' D 'S Commercial Interior Construction �/" 17635 NW Corey Road North Plains, OR 97133 - 503- 647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1/8" = 1' A -1.1: PLAN jgilbert@jamesgilbertco.com EXIST. COLUMNS & PED. BRIDGE ABOVE NEW MASONRY WALL EXIST. MASONRY WALL II ------------- -- ----- ---- ---------IM --- --- - -- ------- •------ -M-- -- - - -- •-----------MMEIII- --------- MM---- ---- --M••- -••- -- •---M---M----- --------• • - MIME -------------- r•- ------ ----IM-------------- M- ---i ---M - umel---------- miss-- •-------------- ------M-------M--- M- - ----• •- -•E- -- •---- --- - ----1 • - --• - ------ - M - - - -- ------- -------M---- - - -M -- -M- ---I ---MIM-- IMM---- M-- - - - - -- M - -- •---------- ---••-- ------- -MM- ------- ---- -• •- -••■■• •----- ----- --M- --- - -IM -1 •- - -• --------- ----- ---------- --IM---- --- - - - - -- --- - -MI - -r AM IM- -- •- - ------------------ M- IM---------------- ••- -••-- - •-- --• •IM ■-• M=M •------ M- ------ - - - - -M M =I M=II ------ --- ---••- - - • -••M - • - - -• •---• ------------- -MM---IMIM- ------------ -MIMIM -- --- -IMIMI --• =-- - --M - - - ----- - M=1=1= ---------- ---M -- - - --------- ••- -•• -M- - - • --• •---• - -- --- M ---------- -- - --MOM= ------ M MN MI -- ••- -••IM-- •-M I--• • •=11•1111•” o • ---------------- -M-- ---- ----------- — --- -M - ---. M—• --- - - -- •----------------- --------------- -------••- -••--- ••-- .__ •—MIME ---------------- -------------- -------MM- ------_ --• - -- ---- .--MMM—M IM---- IMIMIM-- M--------- ------ -MIM--- • •- -••--- •-- - -_ • - -M• •- ------------------ MINIM= - ----------- ••- -•• - -- •I== !M -I •-M=E ---------- M-- MM---- -------- ---- IM- --=1•110=1 •- -••--- •-- - -I • ---• --------- ------ -----------M-- -- ---M----- - -- ---I -M• O. =-- =MM- •--- M- IMIM -IMIM- -- --- ---- --- -- ------IM-- - -• ••- -••--- •M- 1=.1•1 • MO ------- -------- --- ----- =1111• ---- M------- -- - - -I M -• --- -- -- •- - MM---- IM ---IM-- ---- ---- -- -- ----- -IM ---- -• ••1==14 . -- •IM- 1--• • M--• •- - M-- M-- ------- ----- ---- ---- --- -- - -- -MIME•- -••- -- •■- --------- ---- --- ------- ---- - -M-- -M - -- - -• •=1•1” --- •M- •== • • - ------------------ ----- ------ ----- - - - - -- --- ---I MIME === - -M- •----- ----- ------ M ------- --M- ------- - --- ••- -••--- • -- _--• --• - --------------- ------- IM- IM--- ------ - - - - -- - -- --- I MIME - -- = - -- 20' -0" 40' -0" III ELEVATION James Gilbert Company J Commercial Interior Construction 17635 NW Corey Road North Plains, OR 97133 r 503- 647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1 " = 1' A -2.1: ELEV. jgilbert @jamesgilbertco.com MASONRY NOTES: 1) GROUT ALL BLOCK CELLS WHERE REBAR BRICK CAP IS LOCATED. �■ ■,� 2) USE 2 - #5 REBAR OVER OPENINGS AND •u1: 3 -1/2" X 2 -1/2" EXTEND 2' PAST OPENINGS IN SOLID X7 -1/2" BRICK GROUT BOND BEAM 6" X 8" X 16" CMU I VENEER #5 REBAR 32" O.C. VERTICAL 48" O.C. HORIZONTAL 112 GALVANZED WALL TIES 16" II• O.C. WITH SEISMIC WIRE I'. #5 REBAR HOOKED IN FOOTING I111i 2 #5 REBARS AT PERIMETER FOOTING '1= CONCRETE SLAB, 3,500 PSI i1 WITH 2' GRID OF #4 REBAR •I'� Ii - .-4 • s . 1._0.. 6 " • 1' -4" 1 SECTION James Gilbert Company c� Commercial Interior Construction � /• 17635 NW Corey Road North Plains, OR 97133 503-647-9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1/2" = 1' A -3.1: SECT jg i Ibert@jamesgilbertco.com • • • GENERATOR ENCLOSURE SEE STRUCTURAL ENGINEERING FOR ANCHORAGE DETAILS GENERATOR BASE 6" CT E A PSI W/24 GRID OF SL #4 B, REBAR 3500 d v a d C G u ° Q 4 v d ° IP d n - d e av a v d ----\\ • b GENERATOR MOUNTING DETAIL James Gilbert Company G , Commercial Interior Construction ^d■ 17635 NW Corey Road _ North Plains, OR 97133 503- 647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 1" = 1' A -4.1: DET jgilbert@jamesgilbertco.com ji,t - ava5 g. II /1 REMOVE EXISTING CONCRETE SLAB, INSTALL LANDSCAPE MATERIALS H ADJACENT PLANTINGS. TOTAL AREA ATER CONVERTED TO MATC TO LANDSCAPE: 192 SQUARE FEET TYPICAL EXISTING LANDSCAPE BEDS AND PLANTINC,ti '_ir i/ r7[' 7i. if .A •W ila- 1, Jri_ � _ _ __ ir111"4 111 tigli 24' -a" /Y\MM/•n MACY'S WASHINGTON SQUARE I REMOVE LANDSCAPE MATERIAL, PREP SITE PLAN FOR NEW CONCRETE DAB. AREA LANDSCAPE REMOVED: FT SQ. FT. I 3 \\\\ I . 4C 3 i 20 IT cci Ili I ci.. 0_ 0 i to 1_ i >- v la o 1 James Gilbert Company G — [-1 Commercial Interior Construction 17635 NW Corey Road _ North Plains, OR 97133 DATE StAf 503 - 647 -9300 MACY'S WASHINGTON SQUARE - GENERATOR PAD 11 -01 -2011 N.T.S. A -0.2 jgilbert@jamesgilbertco.com CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO FINAL BUILDING INSPECTION: Submit to the Planning Division (Cheryl Caines, 503 - 718 -2437) for review and approval: 1. Prior to final building inspection the applicant shall obtain approval for a final planning inspection. STAFF CONTACT: Cheryl Caines 503- 718 -2437. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. SITE INFORMATION & PROPOSAL Site & Vicinity Information The Macy's Department Store is located at Washington Square Mall bordered by SW Greenburg Road, SW Scholl's Ferry Road and Highway 217. The Washington Square development site is approximately 93 acres and is made up of seventeen tax lots. Macy's owns the parcel on which their building is located and where the changes are proposed (WCTM 1S126CB Tax Lot 500). The site is located within the Washington Square Regional Center, a special planning district with design guidelines. These guidelines do not apply to the proposed application. The site is zoned Mixed Use Commercial UC). Other properties in the area are zoned MUC like the subject site, Mixed Use Employment -1 UE -1), Low Density Residential(R -4.5), or Medium Density Residential (R -12). Development inc udes a mix of offices, light industrial, residential, retail, and eating and drinking establishments. Site History Staff conducted a search of City records for the subject property and found no land use cases specific to the Macy's parcel. However, there are numerous subject use cases for the Washington Square Mall site, which includes the Macy's property. The Mall was originally constructed in unincorporated Washington County prior to the area being annexed. A Minor Land Partition was approved in 1987 (MLP 87 -10) to divide off an area for the Target Store (approved under SDR 93- 00025). An expansion to the Mall occurred in 1991 (SDR1991- 00020) which added 180,000 square feet for the relocation of the Nordstrom's Department Store. A variance was granted in 1993 (VAR 93- 00005) to reduce the parking space dimensional standards for the entire Mall site the same year the City approved the construction of the restaurant (SDR1993- 00021) in the area known as Washington Square Too. A minor modification was approved in 1998 to construct a small, 2,025 square foot, maintenance building in the Mall parking lot. In 1999, a Site Development Review to construct a 60 -foot tall telecommunications monopole was approved (SDR 1999- 00012). A major modification was approved in 2003 to construct a 198,494 square foot addition, two parking garages, and minor modification to existing portions of the Mall (SDR2003- 00012). Finally in 2006, the replacement of an existing retail store was approved for Dick's Sporting Goods (SDR2006- 00007), which is on an adjacent tax lot (300). Proposal Description This request is for a Minor Modification to a previously approved Site Development Review (SDR2003- 00012). The proposal is to install a concrete slab and generator and construct a nine foot screening wall in a landscape area on the east side of Macy's. Removal of 157 square feet of landscaping is necessary for the construction. The applicant has proposed 192 square feet of landscaping area along the north side of the building to meet previously approved minimum landscape requirements. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS Section 18.360.060(C) a minor modification shall be approved, approved with conditions or denied following the Director's review based on the finding that: 1. The proposed development is in compliance with all applicable requirements of this title; and MMD2011 -00016 Macy's Generator 2