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/ L /3 D br C �A ‘&14" dr 5 35 Y_ 1 - '0 1 COMMUNICATIONS architecture I engineering I project management n Fax I Email n Mail I x I Courier Date November 6, 2002 Pages (includes cover sheet) To Brian Feeney From David Fawley Company WRG Design Inc. Company Omicron Consulting Group Address 5415 SW Westgate Address Suite 702, 1130 West Pender Street Suite 100 Vancouver, BC V6E 4A4 Portland, OR 97221 Canada Phone (503) 429 -2500 Phone (604) 632 -4363 I Mobile Fax (503) 419 -2600 Fax (604) 632 -3351 Project HD TRC Tigard, OR Project No. 302001 Re: Building Permit Corrections Brian, Further to our recent correspondence, find attached minor corrections to be included with the architectural and mechanical BP drawings. Your assistance is greatly appreciated. Please call if you require further information. Regards, • • David A. Fawley, NCARB omicron consulting group Cameron J. Kemp, P.Eng. David A. Fawley, MAIBC Ed Davis, P.Eng., CP SUite 702,1130 West Pender Street Tim Loo, P.Eng., CP Scott M. Kemp, MAIBC Ivan Lee, P.Eng. George R. Sawatzky, AScT Doug Vincent, P.Eng., CP Vancouver, BC Canada V6E 4A4 Bill Tucker, P.Eng. Rod Yeoh, P.Eng. Tel: 604.63 • Fax: 60 4. 6 3 2 .335 1 www.omicronconsulting.com 0 / 48' -O" F 3' -4" 44' -8" •. /•••••%` • 1 ‘ IL/ • • • • ill I • a ,„,„„ 1 - • t 81 ii Q • \ '� - R • zo • 0 XW • Wa • a �� • 41 • • i EXIT . . ., • -� 1 i 1_ 2oIG I I \ oL 4 Nii , , p • N LS6 _ SLOPED CONC. APRON .' I:8 MAX SLOPE W/ LINE OF / 2' -1 / lb YELLOW TRAFFIC ST IPE LUMBER / 3'-4" / ASK —OI FROM DW6l A202DW6 PRINTED. 13.21, 11/12!02 k I 4 48' -0" I2' -O" l '-4 5/8" �„ 4' -O" 09 16 Q 2018 _ .- \ FT] DOOR o ® rj 1 • N\ : 07 08 VT. H= 05 v 04 � ■ I m • al • o © © ' 03 • AM 4 : I CIO ...• .. : p ,,, ' .••••. b 0 • • . 0 - m • ° 201D IIIIIIIII • �, 0 111 • _ DT ' 911M11 itA�= : 01 �.T 201 : ...=.=== 1110■111/4 ':4 I % Ell o lIE]] © ,�. 1 I I' -O" , SLOPED CONC. APRON N 6' 8" • I:8 MAX SLOPE W/ ' -1 " YELLOW TRAFFIC STRIPES _1111/ A / 4' -O" 1 PARTIAL FLOOR PLAN TRUE A202 SCALE 1/4' • 1-0' NORTH ASK -02 FROM Dws. A202D149 PRINTED. 13.21, II/12/02 1, (ROC Each Gate Opening shall have: (STP (Vol I Padlock - (BEST) 4IB122 (ZEI NOTE: ProvIc • • 3/4" SQUARE VERT. PICKETS @ 4" 0/C CM METAL MESH BACKING T • LD TO VERT. 1/4" CAP PLATE (TYP) - CKE • ;t ,.- ::-: ,:.:;,.a--•r..5 5 I LAMINATED Q SAFETY GLASS ,,..t TYP. B �� -HED ALUMINUM ••�`•= '•�X; ' STO ' EFRONT FRAME . --,-.‘ a • e ESSORIES j �� � - Q �1 ` p 'IN . 1 , - I� ' KIG • � t O SECURITY FENCE GATES PROP ROD H • AND LO K 3'-6" I' -6 ° , AT EACH GATE L. • O GLASS DOOR NOTE: 4 SIDELITE ALL GATE AND FENCING MEMBERS INCLUDING THE BACK MESH TO BE PRIMED AND PAINTED. COLOR BLACK ASK -03 FROM DK%. PRIKTE32i 14131, 11/12/02 STL. PIPE 0N.OJ 73 FILLED W/ CONCRETE z PAINTED TRAFFIC YELLOW NOTE: WHEN APPLICABLE, - G.G. TO SAWCUT EXISTING ' FLOOR SLAB TO RECEIVE ` NEW BOLLARD FOOTING. 4 A \ -- I' -6 "4' GONG. FOOTING EXISTING PAVING OR CONCRETE SLAB ° d 1 ° e c a ^ �/ ° O g ° _I m 4 `' — 1\ #5 X 1' —O" LONG O �— DOWEL THRU STL. PIPE ' EA. WAY INTO GONG. "t l 0 ° ° FOOTING (TYPJ v 0 p° ° \ °° I NOTE: q ,. / q ., I SEE DWG A201 FOR LOCATION X O — IPE BOLLARDS. Q NOTE: � (EXTERIOR BOLLARD) = 6" m STEEL PIPE BOLLARD (INTERIOR BOLLARD) = 4" m STEEL PIPE BOLLARD v 1 BOLLARD DETAIL A402 SCALE 3/4' • 1-0' ASK -04 FROM DM91 A402DM9 PRINTEDa 1413% 11/12/02 1302 - DOWNSPOUT CONNECTION - ISSUED FOR PRICING 01/01/0 2 NOV 01/02 - ISSUED FOR BP /0 DATE REMARKS NO. SUITE 201, 2630 - 116th AVE. NE BELLEVUE, WA. 98004 TOLL FREE: 1- 877 - 632 -3350 FAX: (604) 632 -3351 www.omicronconsulting.coin CONSULTANT RODNEY YEOH, P.E. PROJECT HOME DEPOT TOOL RENTAL CENTER STORE # 4002 HOME IMPROVEMENT WAREHOUSE 14800 S.W. SEQUOIA PARKWAY TIGARD, OREGON DRAWING TITLE MAIN FLOOR PLUMBING PLANS 8 DETAILS TECH. DATE DS SEPT./02 CHK'D JOB No. 302001 - DESIGN DRAWING No. DS CHK'D M 2 01 SCALE AS SHOWN 0 0 EXISTING DOWNSPOUT TO BE REMOVED. TYP. OF 2. d NEW 2 I /2 "cP GUTTER DRAIN AND DOWNSPOUT GM GLEANOUT AT 10" A.F.F. CONNECT TO • EXISTING STORM LINE AT LOGATION SHOWN. TYP. OF 2. H I EXISTING 3 "4) U/G STORM. N TOOL RENTAL GE \TER PLUMBI\S PLAN SCALE: 1/4" = I' - 0" FROM DWG: M2OI.DWG PRINTED: 16:14, 11/1p/02 • 0 o ® b U n . . -O 1 L 0 _ • -- I � ► • i � �� © � � FIE3-1 Nu t 0 "' V.T.R. o ` ii i INT -1 © ii -,1r 0 M_ MIIIIIIIMA Ma link IL Z A1t ` WH I) / I \ Ni ILA\ ` ( SP —I) I2 FROM DWG: ■ OI.DWG PRINTED: I .. 4, 11/13/02 I Jan 09 2003 2:45 's OMICRON CONSULTING 6046323351 4 p.1 Scott Kemp Architect , ` 0 January 8; 2003 �, � of Tigard City ig Department of Transportation and Development �- 7 13125 SW Hall Blvd. \t - L -1— Tigard, OR 97223 Attention: Mr. Steve Windstead, Plans Examiner Re: The Home Depot — Proposed Tool Rental Center Addition 14800 SW Sequoia Parkway, Tigard, OR Commercial Building Permit Application — Permit # BUP2002 -00535 Further to our conversation this morning please find attached the proposed minor modifications to the above reference Building Permit. As discussed, these modifications are per the Owners instructions for construction cost savings. Also, there will be a relocation of the existing food vendor at the front of the store (note: the food vendor will apply for permit under separate cover). Please find attached the following: Architectural: • ASK -01: A201 Floor plan — indicated location for relocated food vendor • • ASK -02: A201 Floor Plan — indicates revised floor assembly (delete topping) • ASK -03: A401 Building Section — furred soffit, gypsum board & insulation replaced with pin -on insulation system. Also indicates concrete topping deleted. • • ASK -04: A401 Building Section — indicates revised section keynotes • ASK -05: A402 Building Sections — detail 8 deleted • ASK -08: A402 Building Sections — detail 9 has bentonite clay added. Also indicates concrete topping deleted. Deleted concrete topping . • ASK -07: A402 Building Sections — indicates concrete topping deleted. • ASK -08: A402 Building Sections — indicates concrete topping deleted. • ASK -09: A402 Building Sections — furred soffit, gypsum board & insulation replaced with pin-on insulation system. • ASK -10: A402 Building Sections — furred soffit, gypsum board & insulation replaced with pin-on insulation system. Structural: • SSK -01: S201 Framing Plan — steel channel to support furring deleted. • SSK -02: S201 Framing Plan — steel channel to support furring deleted. Revised note. • SSK -03: S201 Details — concrete topping deleted. Revised note • SSK-04: S201 Details — concrete topping deleted. • Scoff M. Kemp. Archffect 2630 116th Avenue NE, Suite 200 Bellevue, WA 98004 Toll Free: 1.877.632.3350 • Fax: 604.632.3351 page 1 Jan 09 2003 2:45 ' OM,IFRON CONSULTING 6046323351 p.2 Electrical: • ESK -01: Revised key plan - relocated food vendor • ESK -02: Added 20A/IP Breaker to panel "LB" for vendor outlet Mechanical: • MSK -01: M201 Plumbing Plan — downspouts combined to one location. • MSK -02: M201 Plumbing Plan — downspouts combined to one location. • MSK -03: M201 Plumbing Plan — relocated food vendor. • MSK -04: M201 Plumbing Plan — relocated food vendor, notes to contractor. Thank you for your assistance in this matter and we look forward to the release of the Building Permit. Please call me at the number below should you require further information. Regards, r David A. Fawley, NCARB, AlA Direct: 604 -632 -4363 Copies: Kirk Bezanson & Dean Thornton, The Home Depot (cover only) Scott Kemp Scott M. Kemp, Architect 2630 116th Avenue NE, Suite 200 Bellevue, WA 98004 Toll Free: 1.877.632.3350 • Fax: 604.632.3351 Page 2 - Jan 09 2003 2:45 I . OMICRON CONSULTING 6046323351 p.3 • • ___ %_ i t�:: :: :::::::::: : ::: ::..:..:::: � _ -...- r -�- I . )I N t 1 i . ......... I V ?e -. r I r V7/-, 7�ri 7 • u 9 e EXIT EXISTING EXIT A � ., f : /: � � VESTIBULE L 1 A •I4,' - _, _ _�_ . _ _ -- o 120 b" FOOD VENDOR WILL BE i • RELOCATED FROM GRID H3 TO Hb ■- • 4MM SWIM. Arai. (PERMIT t COSTS FOR RELOCATION 15 BY FOOD VENDOR) - PROPOSED • 1 FLC . OUTDOOR LARGE EOUIP'T STO. TRUE. A20 . WAL.E AREA: = ± 500 SQ.FT. NORTH • I 0 7 l o g • D11AwtN6 1tn[ A201 - VENDOR RELOCATED MO' .30200 1 `0 - •1110.JOCT [D*TC JAN. OS/03 0NAMING No. ' R HOME DEPOT Tt�w ML TIGARD TRC TWOI. ASK - O.� ' $ STORE #4002 • • 14000 S•IN. SEQUOIA PARKWAY Rewu I/16" = I'-O" • TIGARD OREGON Jan 09 2003 2:45 I , OMICRON CONSULTING 6046323351 1 p.4 • FLOOR ASSEMBLY A m T.R.G. FLOOR ASSEMBLY: - EXISTING SLAB ON GRADE NOTE; CONC. SLAB TO BE CLEANED 4 PATCHED PRIOR TO - APPLICATION OF ASHFORD FORMULA SEE SPECS • SHEET A501 A m L ARGE EQUIPMENT FLOOR ASSEMBLY: - EXISTING SLAB ON GRADE 0 .1 • u z s 6 t ry 8 . 7 • g • 302001 oluwlrlo rrtU A201- REVD FLOOR ASSEMBLY• JOB Me 'O YROJ[CT OUAWIMO Me. °AfC JAN. 06/03 HOME DEPOT *aK ML TIGARD TRC • Tam. ASK - O 2 $ STORE #.4002 . I X100 S.W. SEQUOIA PARICWA'V HOARD OREGON sCALI I/4" = 1' -Q" • ' 1 Jan 09 2003 2:45 , OMICRON CONSULTING 6046323351 p. 5 • oP or EQXisrn16.ETAl ROOF . ' O• ICPF. • \ .. RAa YMYQi LONTR7l + I r+�wle06+T . 17.8200 WASTALICVON �• coNT. eAIV. •� .1: • / • - T''• NW • TMN5f041'ER- Eink SR ELECTRICAL �" r:/ \ � : Lec • we eTwcA1 E n / 4 . ; : • WI tv I 1 N I III p . F ; -I II LJ p r --- ` • C13�QGC�'6O �EEE==�� � \ Q 1 • g `I i Ib o r_Z "' �. : 1 f O© c TOOL RENTAL CENTRE t• sin ! % : I • D • F Ex S ii o_a.� i 1 i . ••4. O• ° >• o 0 1 - # . ' cowc.. 6LAb j - i i_ p to p m V n: _ DRAWANG TITLE A401- REVT7 SECTION ' JOS Mo. 302001 • ii D PROJECT • • DA . JAN. O6/03 DRAWING NO. • HOME DEPOT Tom,,. ML TICARD TRC DEVON ASK - 3 8 STORE #4002 ' I 4$O0 'S.W. SEQUOIA PARKWAY OREGON SCALE I /4N = I' -Q" T IGARD • I . Jan 09 2003 2:45 ' OMI+CRON CONSULTING 6046323351 p.6 EIDST I BEIN'I El NEM STUB COLIR'b -'SEE STRUGT. 65 ANGLE BRIDGING - SEE STRIIGT. 00 NEJ'4 TRANSFER BEAM - see STRUGT• G1 NEN ATTACHMENT PLATE - GEE STRICT. RemovE EXISTIIIB SOFFIT MAMAS I CLADDING - TYP. • NEN F{.AGNIN% TRtfi•4ING AND GUTTER TO NATGN ▪ EXISTING Lig CONTRACTOR RESPONSIBLE FOR PER TEMPORARY SNORING MO 5IFPORT Of ROOP STRUCTURE Fiemove A TO S AD JAGENT TiL AID GONG SLAB p 6ALV. SILL TRAGIC ON GASKET e D PIMED ON CART CURB PEA STR T. © r J�''_ .- MT - #IALLT TO OE REMOVED TO A CCOMODATE TEJ"I A/TOSuue D NEIm env WALL GM STUCCO LLAODIIIG NOT useD GLEAM Y LEVEL I REPAIR EXISTING (ANC. SLAB. O D APPL A9F0 FORMLA GONG. SF R D NEN COLT 44 PER 9TRUGT. BEYOND ' 0119 111221CrtkC3 ® Nei STUCCO PIN. OVER WIRE M:SN ON 112 OENSEI.Ass SIaPA?MMEi ON B TEEI. S TW FRM1IN6 (SEE OET. 1VA4 0 EX1sTING comma 22 EXISTING CONC. TILMJP PANEL • EXISTING ROOP SYSTEM O STEEL eRAGMG PER STRUGT. C I R move Downes BEAM A PI?6 p ON INSULATION. VD' 166A 5.5. 2 . a ' MAX. OC. V8. a 16 R]O BATT IN5ULATION. ". NQ. 302001 ortAwllvD TITLE A401- KEYNOTES DRAWING Me. PROJECT CUTE JAN. o,io HOME DEPOT TI4N ML TIGARD TRC DI,,,N ASK - 4 $ • STORE #4002 14800 S.W. SEQUOIA PARRWAT SCALE TIGARD OREGON Jan 09 2003 2:45 OMICRON CONSULTING 6046323351 p.7 • STUCCO TOP W/ SEALANT © . � SE STRUGBT Y• D PAINT TO TGH r4 STUCCO GO •R SILL - • K W'/ GASKET SLOPE EDGE • • SLAB MAX ® . ..�1 I 1:2 SLOPE. . GLEAN, LEVEL t REPAIR • SILL FLASHING ∎7.� 11,, _ 1:XISTING GONG. SLAB. i ft APPLY ASHFORD G TOOLED EDE � � ' FORMULA GONG. SEALER G • iO - . PAINT "Cr w FINISH FLOOR EXIST. GONG. SLAB ‘ e • Nk■ • ; b EL 0'-O" r . L. 4 0Pl 'i f i ; oi4 I l 110, _ _A 5 . z CD • D •ate � � /10,:t' il Yw f; 1 I - : • . • .. :1 :4 :}∎te r • - • NEW GONG. FTG t I/2 - EXP. JOINT : PER STRUGT. D APPLICABLE ONLY TO a S FRONT OR SOUTH ELEVATION ONLY • OPTION III • t 8 CART CURB DETAIL A402 SCALE 1 1/2' -- Tom•. • 0 n 7 • n g DRAWING nnc A402- DEL'D DETAILS +O° Ns. 30200 o Pwoxcr DATC JAN. 06/03 DRAINING :+o. HOME DEPOT I"' ML - TIGARD TRC $ STORE #4002 OCSIG■ ASK - 0 5 14800 S.W. SEQUOIA PARKWAY SCALE A5 SHOWN ' TIGARD OREGON . . Jan 09 2003 2:45 OMrCRON CONSULTING 6046323351 p.8 lf1li H55 COL. BEYOND STUCCO STOP W/ SEALANT 0 � / SEE STRUGT. PAINT TO MATCH 0....................... SILL TRACK W/ GASKET STUCCO COLOR • . i SLOPE EDGE OF . . SLAB ® MAX. 1:2 SLOPE. • yrO , — CLEAN. LEVEL d REPAIR f EXISTING CONG. SLAB. SILL FLASHING ''��r APPLY ASHFORD TOOLED EDGE . FORMULA CONC. SEALER CAST- IN-PLACE . CART CURB , . . PAINT 'C'' .. SEE STRUCT. . ° ' : • n &FINISH FLOOR EXIST. CONC. SLAG EL O'-O' In O -• • a . C • I • • ' , • . d . •. ' T . • .. 1 . " & % ..■ '• .. . o . � ;;4, 9 : . ±rT l i ' ♦" e . 1i, ,, .... t • i 0 `: ..•f GON TRACTOR TO INSTALL • ( BENTONITE CLAY NOTE. DETAIL APPLICABLE ONLY TO FRONT OR SOUTH ELEVATION ONLY 9 CART : CURB _ DETAIL A40 2 . SCAB 1 yr • T-al • 8 • M t 8 Y g V Q ��- ,oe 0 ". 302001 • OR*WING HUE A402- REVD DETAILS .D O *TC ORaWN6 Me. 411 PROJECT ..IAx. 06/03. am . .1.: HOME DEPOT - Tcc ML at Q �11 .1 G TIGARD TRC DESIGN • ASK-06 $ _,,::4 „.,. -, • STORE #4002 14800 S.W. SEQUOIA PARKWAY • TIGARD OREGON SCALE AS SHOWN Jan 09 2003 2:45 OMICRON CONSULTING 6046323351 P.9 EXISTING ROOF CLADDING SECURE TOP HAT TO ROOF STRUCTURE I" DEF. GAP MAX. FILL FLUTE WITH APPROVED RATED PACKING TO MAINTAIN ����� •THE I HR FIRE RATING FOR THE ,. :���! _,:..t; " PARTITION 1111110111E APPROVED CONT. FIRE STOP I BOTH SIDES, TYP. • FIT ! FINISH GYP. 80. NEATLY CONT. 18 &A SLIP TRACK RCUND SECURE TO BOTTOM OF STEEL PLATE SCREWS • • .11 � 1/2" FIRE RET. PLYWOOD . 0: / ; I �� SEE WALL TYPE FOR FOR HEIGHT(S). TOOL RENTAL CENTER P W2 , 1 RATED BOARD BOTH SIDE6 IRE RE Is STI VEPARTITION /a!: BOTH ill `le 3 -5/8' x lb GA. METAL STUDS AT 16" O.G. 2 - 0; ' ' IN/BRIDGING o 4' -O" o.c. CONTINUOUS MTL. STUD TRACK, EXISTING CONC. FLOOR SLAB ` ANCHOR IN/ ' DIA. PONDER '. . 1 I/8 ACTUATED TYPE FASTENERS - 10 ' AT 2' -0" MAX. I - TRACK SAME 1/1Wr+ig 1 x8 tit • 5 • . WALL SECTION A402• SCALE "2 - 11-0' t Y P a JOR No. 302001 o "`" mu A402- REV, DETAILS '4 - DRAWING MO. ► ROACT O AT[ JAN. 06/03 1 - HOM E DEPOT ,«M ML TIGARD TRC o[sleM ASK - 07 $ STORE #4002 14800 S.W. SEQUOIA PARKWAY fG�E AS SOWN TIGARD OREGON • Jan 09 2 2:46 OM IC CONSULTING 6046323351 p. 10 • I-/ kJ 6t.. , s\ t ! . r 1 1 9ATT INSULATION t• FIT t FINISH GONT. 18 GA SLIP TRACK 6YP. BD. NEATLY to ` ' STR.UGT• SECURE TO BOTTOM OF FRAMING AROUND STEEL PLATE SCREWS • NNN II ki v� � 7 j EXISTING OWSJ • 3 -5/8" x lb GA. METAL STUDS AT 16" O.G. 1 INIBRIDGING G 4'-O" O.G. —EXISTING BEAM 1 TOOL RENTAL CENTER . CONTINUOUS MTL. STUD TRACK. �� ANCHOR ICl/ I/8" DIA. PONDER a ACTUATED TYPE FASTENERS �• AT 2'-0" MAX. - TRACK SAME : G.1.P. GONG. UPSTAND GAUGE AS STUDS. ► ♦ v \, SEE STRJGT. VE T1BU - J ��w GONG. FLOOR SLAB EXISTING L • V o • e a . • :a prZ a .. , • C X J it CONTRACTOR TO INSTALL BENTONITE CLAY • g 10 WALL TO ROOF DETAIL g A402 SCALE. 4-vr - t-' t a 8 4" N. 302001 ON *NANO TM( REVD DETAILS 4 DRAWING No. v a~ACT °�' JAN. 06/03 TIGARD TRC AS K . f HOME DEPOT $ S • T«" M L TORE #4002 °C „�N -- 08 TORE 14000 S.W. SEQUOIA PARKWAY ""`c A5 5+ ► TIGARD OREGON • • Jan 09 2003 2 :46 OMICRON CONSULTING - 6046323351 P -11 • Ex15TIN6 ROOF STRUCTURE • iii■„4 4k,... . . .._- . . . • mom • . • Mb ,e4166,414,064„ I► , PIDAEp -ON INSULATION: / I —7/8 186A 5.5. O 24 Oz.- V8. a e • I R? BAIT IN5ULATION• EXISTING ROOF STRUTTiIRE • •3 -S/ 8 . 208A 5. ( .4 .1 7/8• *OA s.5. • 24 0L, V.B. • 0 24' MAX OL- .5 4 R20 BATT f.SULATION. 4 ► pw , I 5-5/b 206A • IP 1 95. • 24 0‘,.. V.B- 4 411111_1•111 IIIS. AM AEA a1• INK MR ! _ • NM _ _ MA A, R ►f; I . . !' lir 7/, �� ' '� EXISTING CHANNEL • I . EXISTN6 BEAM , AI \ _ _ AI +... ∎ �../►.. .. �! IP_WR. s I Q Z � �� I I II i I I �7 Pi -0N IN54AATON. -� II I F O B TT ON o v B. a I{ r `\ I RB "14'R EXI5TW BULKHEAD • S 11 • 'B�, A I1 i • - FXKT1149 UMBER C.ANEVY l S EE DWG 1/202 FOR EXTENT OF WORK SECTION THRU LUMBER • • 1 1 CANOPY DETAIL . A402 SCALE: - N.T.B. • d • oRe'" nrsE A402— REVD RETAILS roe No. 302001 Oe/.11ww0 Ne. rRO�cer Dart JAN. /03 • H OME DEPOT TECH. , tiL TIGARD TRC ocslol+ ASK-09 • $ STORE #4002 14500 S.M. SEQUOIA PARKWAY TIGARD OREGON ScM.f AS SHOWN I Jan 09 2003 2:46 OMICRON CONSULTING 6046323351 p.12 • 51EET METAL COPING SHEET METAL GUTTER W CONT. CLEATS A. SIPS . TO MATGM EXISTING 0141/V EXT. GRADE PLYWOOD ON STEEL STUD FRAMING TOP OF FACIA 'V O' A.F.F. ,I EXISTING ROOF STRUCTURE / / l il i7 III i I • 3-3 /6' 10¢A f � + 516' OL. FRAMING SS. • 16' O.G. FRAMING ' TO 1 AT(,F+ F�05TINf3 TO MATCH EXISTING di STUCCO FINISH overt WIRe MESH ON . I/2" DENSFLAss SHEATHING ON STEEL STUD 7.... , • • ' / All tRUGT. �' BIi/1GINIG T/O REVEAL TO MATCH EXISTING • lig —' • O CONTROL JOINT • r :4"1". V- 4 . - • • ^ A,. , t` IAN BEAM PER STRUCT. IN -FILL INSULATION • 1' MIN. DEFLECTION GAP / . P∎ �— I • EXPANSION JOINT • ' :� '` .�' r�S DGA 55 • 24 MAX O.G. . I - 6 MIL VAPOUR BARRIER 1120 BATT•IN5ULATION. TERMINATE PIM�t7 -ON I � � � . ® 5 - 5 / 8 " T O f a A 5 . • 2. MAX OG. INSULATION AT MALLS . • � ` s ' N • 12 GUTTER DETAIL ri A402 SCALE tiT .8. . • 302001 nA WO TITLE Jell Ma. � RN A402- REVD DETAILS PROJECT o!iwwiNn NO. IDATE JAN: 0 6/03 6 HOME DEPOT T«N. Ml. STORE #4002 - cc,. A S K —10 14800 9.W. SEQUOIA PARKWAY SCALE SHOWN TN:ARO OREGON • I • JAN O6. 2003 lb:16 P: Pro1cct9\2002 U5 \30200 (Tigord, oRnb00 GONSTR DOGJMENTSWortinMEloidwq . • d 0 m I 0 N6 HOME 'DEPOT STORE --------'\ - — - —^ . l - " � • EX57'G WI4 (ABOVE) - • • N • I Q 3 3 3 31 � � W w w Z I 3 W p n' :, i o I lk - - --11P I r. .. 411041.41111‘ . o� $ ` „ ;. \.:, / • TO RqMAI ■ ∎ 1 / ' EXSTG Y1112 (LOW) I / / C) = ? — .- / TO REjMA(N • ∎ \ / EXSTG I2 (LOW) . / EXSTG l 12 (LOW) / in N 0 - _ _ -• TO BE REMOVED �? T BE MOVED \ I cn g -� -1 � N o" � ". S' p N. / • _. . c _______ t�F. WI r �' NEW WI4x \� %' + �' s O T � - _ — — NEW WI4x22 ` — r 14U° + ‘ + h h 0 _ A rn + © h + h O v Q � �+ � , 0 o n-0 hsi 0v i I 4 ■A a ���.. • N -I /� I ' SEE SE B CIN SI M. p I. I NOTE: ANGLED BRAGI Pi Z : .I ....I CONN. TO BEAM ®2N[ zz �1 JOIST T OGN FROM NE • I NEW CORDS • IST L o Cn c '' I ( BOT CHORD SUPPORT F M = z 11 FOR EXSTG W71 BEAM 0 s _.... _. _ _ NOTE: W -� (- 1 . GONN. TO U/ 5 OF EXSTG CONTRACTOR TO CONTACT ARC IV N u I ()WSJ. TOP • CHORD 41 • z X I AND ENGINEER WHEN SOFFIT RED Ca 1 D IN OR (!I ts, p m w I I AND STRUCTURE EXPOSE TU CONFIRM DESIGN CONCEPT. • I ° • I I Q:11III.o. ROOF I~RAM I NC PLAN _ -- . _ -I - 1 SCALE: 1/8' = I' -O" • _ I 0 Lc; i t Z ^ a a V I f w a �,. I r O I I ' Jan 09 2003 2:47 OMICRON CONSULTING 6046323351 p. 14 'V-- NEN 571.7 WALL �.-------------- SEE ARCH. DING'S • NEW GONG. CURB • RAN 2 ROWS HOOKED *5 • DOWELS ® 24" O.G. • DRILL 6 EPDXY 4" / B" / I/4 ^� HILTI KWIK INTO EX ILT SLAB HIT HY150 :I BOLT II ®32' O.G. • USING HILT' . (MIN. 2" •EMBEDME\T) . • 1 EXST'G CONC. SLA 5 / 151 r-fai. IA' o4 • 2 SCALE: 3/4" = 1' -0' • EXST'6 H1b (HIGH) _ --- I — — i j = - - - - _ + NME . ENSLRE EXST'G Y'' B1- • DOES NOT SETT_E • i , < AFTER NEW STEEL TA I � INSTALLATION ' o I L _ _ — .a d e o 0 d - • c a a. _ — I I - - - I � \NEW 3/8' NEB STIFF'S . • EACH 51DE - TYPICAL In % ' NEW T5 5x�x1/ 5TL7 COL. Z T''P. 1/4 171 t B 5x1/4x0'-12" BEAMS PL. • BOLT TO NEW W.F. WITH MIN. '' BOLTS • - I --- NEW 3/8" NEB STIF . I E ACH SIDE - TYPICAL • 8 ! Al NEW H12 BEAM a O • NEW WI2 BEAM r E C Ap. I I : EXST'G 1412 (LOW) v �� _ TO BE RE`!OVED SS (TO BE REMOVED) g - SEE PLAN • D 8 o SCALE: I /2' ? 1' -O' . • .. 302001 a Jog Mo. o""""" Trf 5201 - REVD DETAILS DRAWING NO. PROJECT omit ,JAN. Ob/03 sa ,„ HOME DEPOT +E� ML • - - 14. TIGARD TRC G SSK -r• STORE #4002 KS 14800 s.w: SEQUOIA PARKWAY OREGON scALc AS SHOWN ' TIGARD . , Jan 09 2003 2:47 OMICRON CONSULTING 6046323351 p. 15 A I IVN TIFF'S I \ V EXST'G GA410FY OWSJ'S IGAL STUB COL. BASE PL. . I I . • EXST'G W.F`. BEAMS F. BEANS 1 (TO REMAI ,) T5 4 �- NEW TS 511.5 COLUMN TIFF'S T/0 BEAM t° IGAL EL. 15' -4 3/4'` - I • (TO BE FIELD : I ti VERIFIED) J� i , ir. / I i - ----‘NEW 14 F. BEAM _ - .. . ; ' ~ EXST'G W.F. BEAMS • I (TO BE REMOVED) . I i - SEE PLAN OL. i I r- : • NEW TS COLUMN EXST'G CONC... COLUMN TO BE REMOVED 1 /�,/ 1 I —� I I ®® 1 I - . III i • 1 1 ®® I I i 5 1/2 x 3/4 x 1'-0" 1 • q I'_0 1 " BASE PLATE • o L' 1. 3 CM 4 -3/4 ". A30 x lb" LG. lb" x 24" WD. PEP. ANCHOR BOLTE4 . i 01111 R/14 b - $ -VERY. ' EXST'G b" SLAB (HOOK ONE END) I" SHIM 8 GROUT 1 r *4 TIES 0 I 1 • i (2 EXTRA ® TOP) I FNI , I/4 FIBREB i TYP. ARGUN• - By • L5 EXST'G 4" SLAB S _ .41 I . _ /lin 51 t' `° / • • --7.--V 4 _. - :' I • g I i DRILL 4 EPDXY b" INTO EXST'G SLAB USING HILTI I �. . �� . ) . , I TYPICAL 4 5 DES i j WHERE REOD REMOVE SLAB D AO : 2' -q" W. P FTC. 1' -44" I 0-4i" L_ _ - _ _ FOR NEW FTC. INSTALLATION,_ _ _ R/1" 5 - *5 E.W. SOT / REMOVE EX 4" SLAB TO 8 JOINT WITH EXST'G b" SLAB. i (SEE PLAN FOR EXTENT) REPLACE WITH NEW b" SLAB yam - • • R/W bxb W2. WWF. g N SCALE. I/2 = l' -0" - a • 'OE No. 302001 4 DRAWING "LC 5201 - REVD DETAIL 43 PROJECT OAT[ Ow "W.NC 110. HOME DEPOT ,JAN. ob /o 3 m (cm. ML $ oCSIGN • S S K -0: • ry T IGARD TRC STORE #4002 K5 1 � H .. S.W. SEQUOIA PARKWAY TIGARO OREGON SCALE AS SHOWN I e Jan 09 2003 2:47 OMICRON CONSULTING 6046323351 p. 16 • • • • — NEW TS COLUMN • • 1 1 DETAILS AS PER I RA • I SECT. 1/5201 (HC • ` EXCEPT AS NOTED + . . i (2 1v. EX • 11( i • o , . 9 ..••• �. .:, • • 2_ �'W 6' -0" WD. PAD FTC. R/1 R #5 L•W•BOT + 8 - *5 S.W. 50T .-21./_0</,,/ 'O 8 i . - DRILL a EPDXY NEW PAD FIG. REINF'G MIN. 6" INTO EXST'G FOOTING - USING HILTI HIT HYI5O • G `` g �I S I/2" = 1' -O" i . , d h g . fY N • P4 O O • 7 v O • . . a Boa N.. 302001 °R,.Wwo TITLE S201 - REV'D DETAIL °/t'MIND No. m PROJECT D1" JAN. /0 3 HOME DEPOT *«N• ML 41 TIGARD TRC 0 STORE #4002 ° "'°" KS s SK �' g IA800 S .W. SEOUOIA PARKWAY ncAao OREGON SCALE AS SHOWN • L. . Jan 09 2003 2:48 OMICRON CONSULTING 6046323351 p.19 • • • EXISTING FOOD VENDOR TO BE RELOCATED FROM THIS AREA. (GRID H -3 TO GRID H -6) FIELD VERIFY. EXISTING DOWNSPOUT TO BE REMOVED. A NEW 2 1/2"c1) DOWNSPOUT am, GLEANOUT AT 10" A.F.F. CONNECT TO 1 ! J\ o EXISTING STORM LINE AT LOCATION SHOWN. . NEW 2 1/2 "G GUTTER DRAIN • OFFSET DRAIN TO EXISTING 3'0 U/G STORM \ AS SHOWN AT I /2' SLOPE. r i EXISTING 9" 4' U/G STORM. , - • N TOOL RENTAL CENTER FLUME31 A SCALE. 1/4' = I' - O" n O D • o ° "'`""N6 TITLE h RAINWATER LEADER, M201 R3 JOB 14.. 302001 DATE PRD pMAWWG No. ,ccr J AN. 0 6/03 m HOME DEPOT TuM• 05 8 STORE #4002 °Lf GM D5 M S K - 01 14500 S.W. SEQUOIA PARKWAY TIGARD OREGON !CALE AS SHOWN • . Jan 09 2003 2:48 OMICRON CONSULTING 6046323351 p•20 • • O O T o m I • 1 • I 7 B I -EA. r ELO • • • 2. I I— © I 4 REMOVE EXISTING DOWNSPOUT AND CAP LINE BELOW GRADE. ( 0 fl rz , • �� —L 4 \ WH I Ti • 1BINS PLAN . t n 7 m . m +_ __ • 302001 RAINWATER LEADER, M201 R3 bn•wwo Ne n P OJCC ei"vamD mu OATC JAN Ob/03 � , HOME DEPOT D5 • g TORE TECH. 00 D[S�GN M S K— 0 2 $ STORE X4002 vs 1 X600 S.W. SEQUOIA PARKWAY s ` "` A SHOWN - i ICARD OREGON I Jan 09 2003 2:49 OMICRON CONSULTING 6046323351' p.21 I • I • 11! - I ii . 1 1;^ EXISTING POOP VENDOR TO BE RELOCATED FROM THIS AREA. (GRID H -3 TO GRID H FIELD • VERIFY. • — EXISTING DOWNSPOUT TO BE REMOVED. • —NEW 2 I/2'110 DO4 SPOJT c/w _ GLEANOUT AT IO' A.F.P. CONNECT TO Q �EXISTING STORM LINE AT LOCATION SHOWN. _ REMOVE E: NEW 21/2'0 GUTTER DRAIN ' AND GAP l OFFSET DRAIN TQ EXISTING 3'0 U/6 STORM AS SHOWN AT V2' SLOPE. • . • 1 — EXISTING 3'0 U/0 .STORM. . ` .. • • TOOL RENTAL CENTER •PLUMBING PLAN g - SCALE' I/4' • I' 0' g . . ,o. w. 302001 . A . "A"'"" O FOOp.VENDOR RELOCATE HOME DEPOT . 06/03 TORE #4002 , KM • MSK -03 8 STORE #4002 1410011.1". stQuOIA MIIRwAr AS 1.0411 • 1104R0 MOON sows • Jan 09 2003 2:49 OMICRON CONSULTING 6046323351 p. 22 — - \Ili • =_: -- : i . , i 1 \ I j ' I I EXISTING FOOD VENDOR TO SE RELOCATED TO THIS • LOCATION. CONTRACTOR SHALL RELOCATE EXISTING PLUMBING SERVICES FOR FOOD VENDOR TO NEW VERIFY E LOCATION. R REQUIRED. RELOCATION OF VENDOR BY T� WORK Q OTHERS. g 1 rl • '.7.-''''N\I- I i rs 7 $ - - -- — I ; ,a. �.. aazoo � . o.�.w° " FOOD VENDO RELOCATE � HOME DEPOT "Di. � - �� DIIMMO NI. T IGARD TRC �,,, ^ M SI< -'d4 $ STORE #4002 _ 1 4 S.M. ILONOIA /AIRWAY S t t ^/�j _ i • ► • 0 lr ® '11 COMMUNICATIONS I engineering I project management n Fax n Email n Mail © Courier Date November 6, 2002 Pages (includes cover sheet) To Brian Feeney From David Fawley Company WRG Design Inc. Company Omicron Consulting Group --- Address 5415 SW Westgate Address Suite 702, 1130 West Pender Street Suite 100 Vancouver, BC V6E 4A4 Portland, OR 97221 Canada Phone (503) 429 -2500 Phone (604) 632 -4363 I Mobile Fax (503) 419 -2600 Fax (604) 632 -3351 Project HD TRC Tigard, OR Project No. 302001 • Re: Building Permit Corrections Brian, Further to our recent correspondence, find attached minor corrections to be included with the architectural and mechanical BP drawings. Your assistance is greatly appreciated. Please call if you require further information. Regards, David A. Fawley, NCARB • • • • omicron consulting group Cameron I. Kemp, P.Eng. David A. Fawley, MAIBC Ed Davis, P.Eng., CP Suite 702, 11 o West Pender Street Tim Loo, P.Eng., CP Scott M. Kemp, MAIBC Ivan Lee, P.Eng. 3 George R. Sawatzky, AScT Doug Vincent, P.Eng., CP Vancouver, BC Canada V6E 4A4 Bill Tucker, P.Eng. Rod Yeoh, P.Eng. Tel: 60 4. 6 3 2 .335 0 • Fax: 604.63 www.omicronconsulting.com ' • I , . 0 / 48'-0" fi „ 44 . alk 7 NW; , V • 1 ■ • . - • . • .: . • .. • Ill I al a I • ,,,,,,„. • Ill • • 0 I . NC -- (Y < • ,..I § • • .... _ _ _ I A \ u_ —1 MI I 1 I 1 • t--I • 1 Z LI- • I I • 1/ . *. I- • a • • X IY ' ILI LI- • a. • .. 0 • • • • .. ... • . . . • • • • on••• ..., • , 1 . 2010 ''. 1 w ; \ / 4 V AIM 6 ■ J... I -V441 'NNI irk rv*:-- b C 11 ■ A 0 \ SLOPED GONG. APRON N 4.-.5" k her MAX SLOPE W/ LINE OF 7-1" idb LUMBER / / YELLOW TRAFFIC. ST IPE 3 I I ASK-0 l FROM 01491 A202DP46 . FRJNTEOI 13121, IIA2/02 1 . , I 4 48' -0" 12' -0" / Iq' -4 5/8" 4' -0" fi 09 16 Q 201 — x \ 10 DOOR 0 ; 0.5 k : ..ti • • , ___,_: ■ 08 • - RM • E 2 J 5 ■ 1 glIC 04 , o I • PPPli 03 • • ▪ . 04 • • Et : 0 m o: • • MA 0 201D VIII • Ai, i E.,' Ala w' ■ 01 . _ o 1i�Aa. • : - Exrr El r An, v ® ®ma 1_ -44. II' -O" , SLOPED CONC. APRON _ • I:• MAX SLOPE W/ 2'-'7" YELLOW TRAFFIC STRIPES Dld / 4'-0" X i PARTIAL FLOOR PLAN TRUE A202 SCALE 1/4' - f-0' NORTH ASK -02 FROM D1496 A202D146 PRINTS D6 13621, 11/12/02 , Each Gate Opening shall have: (ROC (5TA • NOt I Padlock - (BEST) 418122 (ZER NOTE: Provic 3/4° SQUARE VERT. PICKETS ® 4° 0/C CM METAL MESH BACKING • T • . LP TO VERT. 1/4" CAP PLATE (The) - GKE • 1 - :: _ _ _.1 .r. ^ . �. ,a.� �. I o.;: r.: , ycir.. . I LAMINATED • s Q SAFETY GLASS TYP. `• ' .. ., ; : ; :•,,. : .: / 7 B -HED ALUMINUM STO • FRONT FRAME • w 5° G NTER S TILE ■ ■ ■ Q FO' RIM PANIC I I 1 p ` p - _ EX • DEVICE il 1 I∎ dJ r . ma \ A 11 Al KIC • I •: J::. 'JJ •: •J 'Y O SECURITY ` 3'-b I' -b ", FENCE GATES DROP ROD H • AND LO' K AT EACH GATE L. • GLASS DOOR NOT : O R SIDELITE ALL GATE AND FENCING MEMBERS INCLUDING THE BACK MESH TO BE PRIMED AND PAINTED. COLOR BLACK ASK -03 FROM D1.198 A40312146 PRINT®s 14+37. 11/12/02 STL. PIPE (U.N.O.) 13 FILLED W/ CONCRETE z PAINTED TRAFFIC YELLOW 2 NOTE: WHEN APPLICABLE, G.G. TO SAWCUT EXISTING FLOOR SLAB TO RECEIVE `• NEW BOLLARD FOOTING. S A —41— I ' -b "m GONG. FOOTING EXISTING PAVING OR CONCRETE SLAB . ad ., / a e 0 n ° a e in S 4 #5 X 1' -O" LONG DOWEL THRU STL. PIPE ' EA. WAY INTO GONG. ;:l" 1.2 ., . 1-Y FOOTING (TYPJ U 4 p A NOTE: SEE DWG A2OI FOR LOCATION q" i q O - IPE BOLLARDS. NOTE: Q (EXTERIOR BOLLARD) = b" m STEEL PIPE BOLLARD (INTERIOR BOLLARD) = 4" m STEEL PIPE BOLLARD • • — v 1 - BOLLARD DETAIL • A402 SCALE 3/4" - 1'—O' L FROM 12$491 A402.0.49 ASK -04 PRINTED. 14134, IIA2/o2 NOV 13/02 - DOWNSPOUT GONNEGTION A NOV - ISSUED FOR PRIGING 01/02 071/0/0 2 _ISSUED FOR BP Q DATE 'REMARKS NO. SUITE 201, 2630 — 116th AVE. NE BELLEVUE, WA. 98004 TOLL FREE: 1-877-632-3350 FAX: (604) 632 -3351 www.omicronconsulting.com CONSULTANT RODNEY YEOH, P.E. PROJECT HOME DEPOT ~ TOOL RENTAL " ■ = ti CENTER STORE # 4002 HOME IMPROVEMENT WAREHOUSE 14800 S.W. SEQUOIA PARKWAY TIGARD, OREGON DRAWING TITLE MAIN FLOOR PLUMBING PLANS 4 DETAILS TECH. DATE DS SEPT. /02 CHK'D _ JOB No. 302001 DESIGN DRAWING No. DS CHK'D - M201 SCALE AS SHOWN • • O 0 • A EXISTING DOWNSPOUT TO 13E REMOVED. TYP. OF 2. • • • d • NEW 2 I/2 "4' GUTTER DRAIN AND DOWNSPOUT c./H • • CLEANOUT AT 10" A.F.F. CONNECT TO • • EXISTING STORM LINE AT LOCATION SHOWN. Q TYP. OF 2. • II EXISTING 3 "m U/G STORM. . A • 11HTOOL RENTAL CENTER PLUVB I \C FLAN , \ / SCALE: I/4" = I' - 0" FROM DWG: M2OI.DWG PRINTED: 16:14, II /1p /O2 San Diego " "` FIRE Detroit r, Atlanta S • SECURITY Dallas r- ' ' LIFE SAFETY Minneapafis - New Jersey TVA FIRE & LIE SAFETY, INC. • THE HOME DEPOT TOOL RENTAL CENTER p This report will address the tool rental center, which will be constructed at The etio this p t store ecin your r jurisdiction. Specifically,this report will address the appropriate occupancy c ass > with the 1997 Uniform Building and Fire Codes. The tool room is rental center covers an area of 2,000 square feet and consists of two rooms. T a separate r nt of area room is not. The center will be v accessible to the public, while the maintenance 'll be se crated from the remainder of the building by a minimum of one from the remainder of the building and will P , core hour construction. The tool rental room contains tools such as concrete air comp ressors, nail gunsic drills, e d rsea drills, electric generators, pipe wrenches, sewer snakes, trash pumps, p tillers, kerosene heaters, extension ladders, and pressure washers. There will als beats ec nced area adjacent t to tool rental room which will be used for storage of large equipment, such as o generators, trailer - mounted air compressors, etc. Attached please find a comple te inventory of flammable and combustible liquids and hazardous materials for the tools and 120 gallons maximum quantity of stored within this control area. The majority of the products cleaners and stains in standard retail packaging sale to the public. There will also be oils for maintenance of unleaded gasoline, of which 60 gallons will be in five gallon safety cans stored in oflammi bl whi u will a cabinet in the maintenance room. The fuel will be dispensed in the maintenance room ><n to van aggregate capacity of the on the shelves in the tool rental room with full fuel tanks, ready volume which will bel ty .found at any given time during tools, assuming a completely full inventory, is 60 gallons. Th nificantl Y less, as many tools will be rented out. The allowable quantity o f Class want tyliquids is 1 2 n gallon s in a in a sig be doubled if the add q gallon sprinklered area per UBC Table 3 -D, and may therefore the additional will only provide one cabinet, flammable liquids cabinets. In this case, Home Depo more than two safety cans out of the cabinets, available for quantity will be limited to 60 gallons. There will be no dispensing, at any given time. The quantities of flammable and combustible liquids is less than allowed in a control s r capon of too 3-D, therefore this center is not classified as an "H" Occupancy. The most appropriate cl le Occupancy with an accessory maintenance room, creating a second control area from the main center is a Mercantile p store due to one -hour separation. uestions, please do not hesitate to call Heidi Johnson at (619) 296 -566 I would If you have any comments or Q appreciate your response at your earliest convenience. 2820 Cami o dEl Rio Sovrli • SLATE 200 • SAN DIEgo. CA 92108 • Id (619) 296 -5666 • fax (619) 296 -5656 . O i i' . O ® b ( . ( . _ . — 0 ... ,, _ 1 ' 0 i ■ • J O • 9 HB -I , 0 " V.T.R. ❑ o o ` ,� _ . ,_, • w CC.5 _t: %i! )11 o @• =.,., I auk - . - l , NH I ‘ CM I. i I. ` ` ( SP -I) 12 L_l • • FROM PH&: ►' OI.DHS PRINTED: I .. 4, 11/13/02.