Loading...
16200 SW PACIFIC HIGHWAY-8 2 F VALVE •�, Y? °.:.. s R D. 0. 4 2 9 ! INI i Y MAP S. W. DURHAM RD• (C 0. v c N FH ON w�: wu 3 -_ �, H SiY L M E Uk S.W. n _ {I CITY 1 I / b a Pp.,� ,.Sly s��'HDUU_k .DN - - ¢ vT �'�-�.. �, '� 1ae.z2' /.se' ktryG r ` N c TEL CA r.. - �- s .DD KO c:I TIL n 0 wM - - - © - - --- - - sig Ott sw Fvuu -- --- ---.� TEL ELECT� sc.. _ I t �p 18 n - TEi` 0 N J _ _ _- -- _... _ ------- - w GiA Esr WASHINGTON — i CT VAI FT U) 0) 't20 S.F. I ® ---- — I G w Cj r 1 i M,i:gi T r c�+• �_ wu �/" ` BANK G) 40 3.390 s,F. ' Q -- - w �'•- 1:` .-J �. _O T!A ;_, W.E yi G / o R � I /.1 -.;: k O` r '" ••/,'�`.i�t 'yJ ST � oy CS �'+ a 1 I CO QUEE AN11E AY r �, lYEf1 S1M I I ti r 01Ve pR I'J / - r T_ ti N LP REST A 1 Q I 4,948 F F Lp Lr , w / I 0. P I CB PLAY ARF-A Lp J Lp 0111 0 LP co w NEW PARKING & LANDSCAPING fn - — A V) ; ill ` r.7/•--,—., .., I Lu 1 y 0 O 7 OWE / 19 19 N LP \ 10 LI RACKSqff9[ 103 19 '/ 19 l i p- -�- - II - -- ° _C\ \ \ \ I 13 GARDEN I S` PROPANE 1-----•-' Si tnnk ®� ��-L3�. -C-.� �0 ,.e�KE� CENTER _ ce \ L. L. L. LS. wu uu ?` I I ��/� V D.S. D.S. D S. U.S. r W 1 z �• \%2 I Q LLJ �- I S SHOP I > (D J pEn �\ ® c +/-- 9,618 S.F-• 4,225 S.F. I F �/ .to Z � w S� VAULT s DAY CARE I I 'mr^ O 6,747 S.F. I (D u' RITE AID .. O I + - 48, 43 S.F. I Z L� NOT A PART sl v° I © r 27,461� ST.RUG'� r / I � () ex e LL i Q � I D.S. / U 0 CL • � `! � � � � \ �. I cN . I Me � PLAYGROUND ( Q D.S. ��(�P� ELECT C ® � � \ �/ I 19,731 YJJ3lJ�C LOADING v"uLT LOADING COMPACTOR / - -- ° I PsOMPACTOR r Lp \ I T • W 0 I 1 CB CB TEL O OTTL -- - ._-- - -- - -71 o nr w,a o 1-- - --- -- -1i°P F__ _ ,. .__ -- -- -- - - - -._ -. -. - .- .- _- - -- - - - -- -- - -FI11E- v E - -- - •o- -- - --_�\ V I 1PED ELECT CONN CON I i MN�iH n �L LP t _vAULr L-I v UlT 1 I ,^• 10.49' O HIGH FENCE--- R 3 ) �\ � \ EASEMENT FOR ROADWAY ®g MCTEn O I - - _— - - _- _ - - _ _o _ 170' - / o�sE 20' EASEMENT TO CITY OF TIGARD (a?ORM DUN) " I 180.08' 1 i - - 10' EASEMENT TO P.G.E.4L L CITY OF TIGARD Appro"ed............. .................... -T'C a ww wo mdtiT.l�lsily Approv gid..-_- . j sa.�o' ............ I _� i ,� ii ii / / iii / nI xonivthe warlia ct CN 1d : CB PI H M I T NO.fj(-c Z Qln�-_. Soe ; etre: to- FoLow.._. ... .I MARSHAL 28.52'2esz' i Job r1,ic'ress� 1 41S.F. 13Y. A/. 1AC.9.Date1 .. .. 3 ,8 S �L/t � a, ca �? I 0 to ^ I � EL I SITE DATA CODE REFERENCE DRAWING INDEX : // J•! ' 233.30' I Y , I M SITE AREA = 869,421 S.F. +/- BUILDING DEPT. : CITY OF TIGARD , v 174 SD-1 REFERENCE SITE PLAN ^ryl �F I BUILDING CODE : 1997 U.B.C. SD-2 ENLARGED SITE PLANA T ® �i sFF 28.54' LANDSCAPE AREA = REQUIRED: 130,413 S.F. _ 15.00% AND DETAILS o T \ I I I PROVIDED: 142,417 S.F. = 16.38%; OCCUPANCY : M �• M SHErt DOLLAR TREE w r SD LS-2 NEW LANDSCAPING PIAN 1 l� 11.041 ;.F. �, I m CONSTRUCTION TYPE III-N (SPRINKLERED) C-1 DEMOLITION PLAN v BUILDING AREA = EXISTING= 176,119 S.F. +/- ALLOWABLE AREA : 54,000 S.F. C=2 GRADING & EROSION CONTROL PLAN c PROPOSED PHASE I NEW LEASE "A"= 8 000 S.F. C-3 UTILITIES & STOPM DRAIN PLAN W ( ) ACTUAL AREA : 8 000 S.F. ' y I C-4 DETAILS I a-ki � \ \ 661 204.77' (FUTURE PHASE II) NEW LEASE B = 1,400 S.F. BUILDING HEIGHT : 38'-0" C•-5 DETAILS 0 1 Xv� e T T I TOTAL= 185,519 F.F. + - 1 FLOOR PLAN/ NOTES & DOOR SCHEDULE Job No: 01-46 \ I I NO. OF STORIES : ONE 4- / Cu ' r I PARKING NO. REQUIPFD: 722 CAI A-2 ROOF PLAN AND DETAILS onoiNc PROVIDED: 617 CARS A=3 EXTERIOR ELEVATIONS Date: 11 -21-2CT?7_ 0 - A-4 WALL SECTIONS P REI AIL: 3.7 CARS 100() S.F. = 580 ATId � �r $' �, \ DAY CARE: 2.0 CARS / CLASSROOM= 20 S File 0146--SDI ! \ \ o V BANKS: 3.7 CARS / 1000 S.F. = 29 SIA GENERAL NOTESFT7 -- MCOONALDS: 9.9 CARS / 1000 S.F. = 49 - �r hII � / I Ei�S "A" 3.7 CARS 1000 S.F. = 30 S1.2 GENERAL NOTES 1 ... ... I 0 LEASE "B":— 9.9 CARS % 1000 S.F. 14 S21 FOUNDATION PLAN / ROOF FRAMING PLAN CHECKED: PRI( S4.1 FOUNDATION DETAILS M ---- _..•. — -- --- — --- -- �' TOTAL = 722 CARS Sheet Title ca T — — ._._ -� 55.1 FRAMIIJG DETAILS DEFERRED SUBINITTALS: �� SITE IRP ANE - 26' BUFFER 6' HIGH FENCE— ' -- _ ��_ ,— ._.. - -- N LLHBE 19AL,RLEC ELECTRICAL AND PLUMBING N — 850.21' TRUSS JOISTS Sheet Number � --- ----- SCALE: 1"=50' -- ---_ - 849.99' FIRE SPRINKLERS FIRE/SMOKE. ALARMS PaciSc Hwv. 16200SD= l IV,, 3 00211 If 5 mra.vwrr..+nw.nYe...................•....,•...,...«.n..i+.,...M.+..wrrnv : +-ml,. - .e1MR .-,, - .... .. ,,..., .. .. .. .,. ..:_...,:... .. ... A. ,,.. ...., _ .. _, .. .. .. - --.•,w.,e...,»..n. -.'-- ,. .-r.-_`•".• rm't6..... rrn.w►�iRnw.... ..., a},w,ia .,. NOTICE: IF THE PRINT OR TYPE ON ANY �'Ir�II!I11!IIIIIIIIIIiIII r I � IIiIIIIIIIi�TIrlrlrlltn�T rlr11111i1!1.11i1!(II! Jill III !11 !I!I!I!i!III! ! !I! III !I!I!I !�! !1!11111! 111I ! ! III!�tl!�!�III !III!�!I1111!111!III !1111j!I! ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, —_. 11- - - I .. ---31--I--I- I -- I -I-JL-- ---��� -- -- I 10 11 1� IT IS DUE TO THE (QUALITY OF THE No.3e 0'::=""' �. ORIGINAL DOCUMENT E 8 Z eI z t�z 9 Z 4 Z iy 7 EiZ ti t�Z o z �t3 t elt G i 9l i 91 t ]1,"t E : �t i i I i D8 L 9 4 v F t- II !1I11��I �►lIIJ1I1 l������l��l��l�i�l�� lll��l�ill►1l11111�� ��11111.,III11111111►1► ����I��1�11�I� �►�►I��I� I ���I���I��II►�I�1►�II11►I►IIII111111`���► III�II�,►I,���ll►►►I�W�I�I►�LI ► ��1�►� Il �►TI� wow' . 1 EXISTING DOLLAR TREES t z - — BUILDING m EXISTING CMU PARAPET WALL I EXI iNG CMU PARAPET WALL Z TOP +2'1'-4" .Ar-P. TOP +o +25'-4" AFF. N I x I I C m J w _.__y — ____ - _ _ 1 CL — — - _ _ -- --- — — - P.- W 15 -4" 15'_4" � Y °K 15'-4 15�-4 -----� Z CANT STRIP D L'" I O / (TYP.) D sr- — A-4 - EXISTING CMU PARAPET WALL (A--4 lC 41( OC o Li m o J o NOTE: o C vi w Z V) 'n VERIFY LOCATION OF ALL I 0 ROOF TOP EQUIPMENT. � t � PROVIDE CRICKETS AROUND ROOF HATCH W/ ` cv L IIEQUIPMENT AS REQ'D. CRICKET AS REQ'D. -VENT (TYP. ® 3 LOCATIONS) it TFEFT & ROOF FRAMING) 6 W -- PREFINISHED MTL. ROOF 1 —BUILT-UP ROOF ON �N TO MATCH CENTER � � R-21 BATT INSUL. ROOF TO 1-4 10\ � � ., 14' 0" 1 A CCFUNIIT -1A/C UNI' IW CRICKET) �\ IWj CRICKET( 14'-10" !� 4 14' -10"I 4 TYR - PREFINISHED MTL. COPING 7 ! TOP ® + 20 -0 A.F.F. - LL _J 010 C) W PREFINISHED MTL. ROOF GRAIN W/ SCUPPER Til COPING THROUGH WALL TO D.S. I CANT STRIP & CONNECTED TO EXISTING (TYP.) N-H0 qA- -Opp STORM SEWER (VERIFY) 2 14'--4" NP, ` 14'-0" 14'-4" CL-� A-2 \ LOW -- - coZ - LJJr Qw Z � SCALE: 1/8"=l'-O" r O 3: Q . 20 GA. CONT. CLEAT TYP. ® EACH SIDE-- --� -- PREFINISHED MTL COPING �A 12 4-WAY 12 GA. DIAGONAL BRACING 16d TO ROOF TRUSS ® _ WIRES 0 12" O.C. EA. WAY ATTACHED (� Q __ TO MAIN RUNNER WITHIN 2" OF 20 GA. G.I. COPING ( PER �- m CROSS RUNNER INTERSECTION -^ �- J 0 SMACNA) MITER CORNERS W/ - METAL SIDING OVFF� W/ MIN. OF (3) TURNS & F-LAYED �.� FOLDED ENDS 0 STANDING `� 90" FROM EA. OTHER 0 AN ANGLE SEAMS SET IN MAS11C ON 30 ELT ON Gr�U WALL- --� NOT TO EXCEED 45° FROM THE � a 6 MIL. POLYETHLENE (LAP ENDS 24" MIN.) ON PLAN OF THE CEILING. BUILDING P�,PER, BEVELED 4 LEAD BACKING 24 GA. GI, SCUPPER SIDING & 2 X 8 P.T. PLA1F FLANGE SOLDERED TO �— W/ HEWMED OVERFLOW < C6 W/ 3/8"( A.B. 0 32' O.C. -- 24 GA. THRU WALL SLEEVE i PROVIDE SEALANTS 0 8 W METAL SIDI VG OVERTS- 1HRUI SLUPPERFIOPEN'G. PANT TO MATCHINWALL FACE OF WALL -- A-2 .30 # FELT ON CMU WALL iSEALANT Uj CUT CANT AS REQ'D. 8" HIGH X 10" WIDE, 24 GA. GI. - LEAD ANCHORS W/ SCREWS _ 0 SCUPPER - LEADER BOX W/ 6" X 10" UNDERSIDE OF FLOOR & NEOPRENE WASHERS OVERFLOW - EXTEND - - - / OR ROOF STRUCT. ABOVE. 1" INTO HOPPER j 411 VERT. WIRE SUPPORT 0 12 GA, VERTICAL WIRE 4'-0" EA. WAY TO MAIN HANGER. TURN CEILING !- BUILT-UP ROOF W \ GRID LEVEL PRIOR TO 4" FIBER CANT STRIP / I —_ RUNNERS - ~\ - R-21 BATT INSUL-. -- LEAD - _ / SETTING TUBE. FLANGE24 GA' 4-WAY DIAGONAL WIRE I BUILT-UP ROOF W/ " R-21 BATT INSUL SLOPE 1/4 SLEEVE= BRACING 0 12'--0" O.C. 2 1/2 mCOMPRESSION EACH WAY TO MAIN STRU7 O 12' O.C. MAX. IN EACH DIRECTION. - RUNNERS - - ELECTRICAL METALLIC p C _ TUBING. (EMT) THRU WALL SCUPPER - FORM DRIP EDGE WITHOUT CUTTING FLANGES - \ i 0 a - ' 5" m D.S. W/ 3/16" X 2" - STRAPS 0 0 8'-0" O.C. _ PARAPET WALL SEC110N r2 SCUPPER W1 DOWNSPOUT. � 1'-0" A-2 1 1/2" = 1'-0" 4'-0" 4' 0" 4' 0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 450 3'-0" X 2'-E0 MAIW UNNERS 0 4'-0' C. ) - ( DRILL SIAL HOLE EQUIPMENT BASE-------� -3'--0"X 2'-6" ROOF � 3/16 0 LK6S HATCH W/SLIDING AND INSTALL MTL. FLASH'G. W/ \ SCREWS 0 16" O.C. - HEAVY DUTY DEAD SUSPENDED CEILING TO BE INSTALLED PER U.B.C. STANDARD 25-2 BOLT AND LOCKINKIN G MTL. FLASKING- SLOPPED BOL-TS & LONG SHACKLF SUSPENDED CEILING CONTRACTOR TO PREPARE DETAILS & CALCULATIONS NUT. CONT. CLEAT & � - CONT. FLASH'G. 16d 0 12 O.C. TO DRAIN 0 EA. END. PAD LOCK FOR SEISMIC TIES PER 91 U.B.C. TABLE 25-A & SUBMIT TO BUILDING DEPT. -- � \ /- �� ON MAIN ROOF (USE FOR APPROVAL BEFORE START OF INSTALLATION. �\ ' BASE FU,SN'G. OVER / OPEN'G. AS REQ'D. �'- W.T. FLEX CAULKING AS REQ'D.) LIGHT FIXTURES TO BE SUSPENDED INDEPENDENT OF GRID SYSTEM. CANT STRIP & UP _ _- SLOT END OF 2 ./41 � 1 TINDER EQUIP. FLASIi'G.-- _ - SF,ALANT 0 TOP 7 SUSP. EMT SLEEVE TO FIT ACOUSTIC CEILING -�(2) 2 X CURB` ^' OVER CEILING RUNNER. Z'-mom 2 A 6 TAPER AS REQ'D. �-2NOT TO SCALE T & B FOR LEVEL. EQUIP. BASE r14 ---- ---- LEAD FLANGE SET IN I BUILT-LIP ROOF W/ 12 GA, VERT. WIRE X FLASHING CEMENT R-21 BATT INSUL. - (TYP) CEILING ASSEMBLY LATERAL SUPPORT NOTES 10 X 4 SCREWS PLYWOOD SHTH'G - 16" O.C. - BUILT--UP ROOF W/ AROUND SIDES OF 8" (PER UBC STANDARD 47-- 1812) R-21 BATT INSUL. HATCH W11 BASE - + MAX. � -- PROVIDE 1 f'1" SPACE OPP. WALL TYP - HORIZONTAL RESTRAUNTS SHALL BE EFFECTED BY FOLIR NO. 12 GAUGE Job No: 01-46 R-11 BATT INSUL - FLASHING UP TO TOP _ (TYP) 1 WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS - _- --��Tr'= / 3 (URNS MIN. (TYP) RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT 7' 74 7 74 11 -'-= AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE Date. 11-21-?002 ( CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED ROOF SHTG. CONT. ( ) MAIN RUNNER OR TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF 1 THRU W/ NO OPEN'G. U ( CROSS TEE OR FLOOR ABOVE. THE STRUT SHALL 3E ADEQUATE TO RESIST THE File: 0146-A2 ;pVERTICAL COMPONENT INDUCED BY TH_ QRACING WIRES. THESE HORIZONTAL. 4 X 4 MTL. W/ HOLE F RESTRAINT POINTS SHALL. BE P�ACEO 12 O.C. IN BOTH DIRECTIONS FOR CONDUIT _ _ WITH THE FIRST POINT WITHIN 6 FROM EACH WALL, ATTACHMENT OF THE DRAWN: f�t? ROOF FRAMING - --� THRU CENTER — -----= RESRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE �--- (2) - 2X6 HEADERS- FOR TH THE LOAD IMPOSED. TYR AT OPEN'GS OVER 9" 6" MTL. HEADER OPEN'G.- LOCKNUT (SCREW TO FULL - LATERAL FORCE BRACING MF_MBER� SHALL BE SPACED A MINIMUM OF CHECKED: RRK (PROVIDE 1/2" BURGLAR UPPER FLASHING TIGHT) - - FACE OF WAIL BELOW 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED Shoot Tide -- ACOUSTIC TILE BARS 0 6" O.C. WELD TO - \�-_ WALT- ✓ \ WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES 1/4" X 3" X 3" FRAME SIZE SUPPORT CONDUIT - STEEL. LADDER 3/8" X 2" FB SIDES FRAMING - \ SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A TO FIT OPEN'G. INSTALL FRAMF \ 0 2 PLACES W/ 3/4"0 RUNGS 12" O.C. 1 ST. -- - WALL ANGLE. MANNER THAT 1HEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN RUNG 12" ABOVE FLOUR - W/ 200 POUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER, ROOF PLAN W/ 3/8" X 3" LAG SCREWS ® W - - - \` -- - RUNNING THREAD O WITH A SAFETY FACTOR of 2. AND DETAILS O.C. W:LD HEADS 70 FRAME 3/8" X 2" F.B. RETURNS TO �- ------ ATTACH MEMBERS ® 2- LIGHTING FIXTURES OVER 56 LBS. AND AIR DIFFUSERS OVER 20 LBS. i WAIJ. 0 TOP, BOTTOM & PERIMETER & TWO SHALL BE SUPPORTED DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. MIDPOINT W/ 112"0 ADJ. WALLS ONL". 7^ _ MASONRY ANCHORS Sheet Number ---- 8 SUSP. CEILING CONN. WALL SEISMIC BRACING DETAIL a CURB ROOF MTD. EOUfPMENT ELECT. ROOF PENETRATION s ROOF' HATCH DETAIL A_2 NOT SCALE A_2 Nf T 10 SCALE Pacific Hwv 16200 MEC2003-00211 1 112Am2 " = 1'-0" A-2 , 1/2„ _ 1'. 0" �-2 , i/z" - 1 0' 2 or 5 A-2 - NOTICE: IF THE PRINT OR TYPE ON ANY III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I 1 111111111111 11 1 I1 1 1 I I -II-I -III 1 1-T IT[T I -----I - JillI1111-1 1 1 I 1 1 1 1 1-1-I1-1 1 1I 2 J ��I III III III III I III III III � II III -11-!-1I-I 01_1 II III 1 1 1 1 1 11 1 V I I�I� IMAGE IS NOT AS CLEAR AS THIS NOTICE -i - I IT IS DUE TO THE (QUALITY OF THE "°.3e fdI i�II-IIIJ8TIIZ-II�,-III I►I�III�I I II,I IIIIIIII.I�IIII1II111�111 I�Illi � lll I,I �I IIIillll� llZ �l � l!ORIGINAL DOCUMENT 9O � � - - - - tiI IItIlllllllllllll�►-►-l�lli-l�-ll►-1 I II.I111111W1�ll Te �If ►llll6ll�l11I111II IIIII - I III III 1 ` r -C T G 4 1set8PE ' i r ---•--....._. -.__- - -'fir-- -------- - - _ � v�UREGOWAv N G EXISTING BUILDING SIMP LTT19 AT EVERY OTHER ROOF PT 4x12 LEDGER W/ 3/4"0 THREADED �9 �����" FPO" X I (E) 6" CONCRETE JOIST W/ E?OXY ANCHOR W/ 4 /y MIN ROD ANCHORS W/ SIMPSON SET N w , EMBED IN (E) CONCRETE WALL TYP- EPDXY (5" MIN EMBED TYP) w r' -_ I TILT-UP WALL I:XPiHES:08/30/ 04 N J ���-SIMPSON V/ w i i i �I~ 5/6" APA RATED ROOF SHEATHING O _ _ CMSTC16x13'-4" z o . Z I ; f °O W/ BLOCKING AND NAILING , 11, - 'DQUBLE 14" TJI/L65 EA SIDE STRAP EACH WALL REQUIREMENTS PER 7/S5.1-----�- -' OF MECHANICAL UNI TYP ANCHOR TYP D L 63/,x27 ,r, ;� �, _ __ __-- SIMPSON LTT130 AT �; 0 `�° - - 48" OC WALL. ANCHOR Q' o 4) LINE OF i �' o _ - -- TYP ~�` � c N __ ------ 4 WOOD ROOF PLAN NOTES: v o Q. 6 S5.1 ABOVE - - N N DECK BELOW- / _ - 3 oo co 1 / x'14 1.9E LVL W/ 1/S5.1 _ SIMPSON LBV14 EA END TYP v C7 c --_ -=_- -=- -= 1. STRUCTURAL GENERAL NOTES & DESIGN CRITERIA PER S1.1 U � o 12000 (MAX) ROOF � •_; cn ` u' ,_ CRICKET PER ARCH TYP MOUNT MECHANICAL Q E � L 2• VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. ,� a , E L� 8/S5.1 SIM SIMPSON HC 7-9 UNIT `n u w HINGE CONN'-CT COLUMNS AND FOOTINGS ARE CENTERED ON GRID, TYPICAL. CONTINUOUS -1200# (MAX) ROOF ,( -SIMPSON HCA7-9 FOOTINGS ARE CENTERED UNDER WALLS. �_ `n m SNOW DRIFT=65PSF /S51 1 MOUNT MECHANICAL 5/S5.1 5/55.1 HINGE CONNECTOR 2 551 3. PLYWOOD ROOF DECK TO HE 5/g" (32/'16) APA-RATED SHEATHING NAILED TO L.L] GL 63/ x31 1/ UNIT GL 63/ x341/ GL 6;/ x341/ GL 63/ x311/ - /^ ROOF FRAMING MEMBERS AND BLOCKING PER 7/S5.1 - " f - ---^ - 4. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND 04 9 S5.1 I 10'-0" \ 10'-0" I SPRINKLER DRAWINGS. t- SIMPSON MST48 TYP ----- - 0 / \ TO MATCH LTTI30 -- -- 5. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. o 4-13/4x`14 1.9E LVL W/ /_ 6 25PSF - j SIPSON LBV14 EA END TYP x �,� ® 6. E3 INDICATES STEEL TS COLUMN 3 oQ� G�` / \�, As�� OQ�►G� -- - - 1/S5.1 7. = INDICATES CMU PARAPET • , �� 8 S5.1 �, SIMP HTT16 TYP; AT FOUR 5 P / \ �� F �� (- L� r 3. SECTION CUT - DETAIL NUMBER SHEET NUMBER °0 CORNERS ATTACI4 TO DDUBLE 3 / �' Q - " NUMBER/ SHEET L 6/4x27 1 Q UpE S(�A, y X/SX.X WALL STUBS & �4NCHOR W/ PIt �S�Op �i� ER PRCN P£R ARO M ~�-'r ' S Op 9. <X > INDICATES CAMBER IN GLULAM BEAM co /g 0x6 LAG BOLTS AT GL. £� £ p - P +� BEAM & 5/8"0 NELSON ori ARCH rl<p i �� DOUBLE 14" I/L65 EA SIDE - - -= 10. REF DETAIL SHEETS FOR TYPICAL DETAILS. "' e N ' _ ---- OF MEC ICAL UNIT TYP STUDS AT WF BFrAM-�� m\ °D7 - �\ pm a / -- - a IV ' --- - - -- _ -- I- 1 -L- -�I- -- ------ -- - - - ----- --- - ---- --- --�- -J�-- - --- -- - - - -- - J PT 4x 12 LEDGER W/ 3/4"0 SIMPSON LTT130 AT EVERY ' �, THREADED ROD ANCHOR OTHER ROOF JOIST TYP--­�/ BOLTS AT 24" OC TYP UNO 10'-0" MIN _ r� N C* ,M v� SUB-DIAPHRAGM ZONE' - ICN ONE CN I Lu W LA) B (C) E � Q CL Z ROOF FRAMING PLAN °' SCALE: 1/g"=1'-0" N U ' O w >- -- _----- - -- -- - -- - - _ -- --- - - - --- -- - - Q LLI � �;----- Z � ix i , = a � I C) - 0 EXISTING DOLLAR r Q Q ~ TREE BUILDING � 5'-4"L 8" CMU SHEARWALL W/ (2) #7 VERTS EA END IZ & #5 VERTS AT 8" OC IN REMAINING CELLS. USE (2) ' #3 SHEAR TIES AT 16" OC FOR ENTIRE HEIGHT OF a< 7 WALL. (SPECIAL INSPECTION REQUIRED) (E) CONCRETE z L;�J ,- -4" SEISMIC JOINT FULL HEIGHT TILT-UP WALL 2" SEISMIC JOINT FULL HEIGHT v OF WALL (FINISH PER ARCH)_ - - -------------------- w _ - - ------- - - -- --- - - ------ -------- _...... - -- __ _ ._ .._. _._ - ------ __ ___ _____ __ _____---- -_ .= - - --- --- - - - - --- ----- - - - - - OF WALL (FINISH PER ARCH _ _ T I I I � --6'-0"Wx7'-4"Lx16"DP FTG I I ' I z I I i ; I W/ #5 ® 12" OC EA WAY TYP I I z - I I �� I _� I r._,� t° I i ,� FOUNDATION AND SLAB PIAN NOTES: +h+' I I I I 5/S4.1 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND 6 1 1 1 I I ' PER S1.1. I 1 I j � 6" i i i 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S i i i i i - ! ' ' N DRAWINGS. C)LUMNS AND FOOTINGS ARE CENTERED ON GRID, TYPICAL. ALL EXISTING SLAB ON GRADE I i i EXISTING DIMP'SIONS SHALL BE FIELD VERIFIED. CONTINUOUS FOOTINGS ARE I (ELEV PER ARCH) i I I CENTERED UNG'-R WALLS/STRUCTURAL PANELS. POSTS, BUNDLED STUDS OR S-15" : I i i i v i ' I COLUMNS TO EI' CENTERED ON FOOTING, UNO. ' I i 3• TOP OF SLAB T /SLAB ELEVATION ASSUMED 0'-0". FOR ACTUAL T SLAB ELEVATION ( ) / ON REFER TO CIVIL r ND ARCHITECTURAL DRAWIN(,S. SLAB ON GRADE ELEVATION VARIES r---- r---- +� r --- + i I PER PIAN AND AI'CHITECTURAL PLAN. ___ __ __ 4• "CJ" INDICATES CON,-•IOL JOINT. DETAIL. PER 1/S4.1. I I I I I I I 't5 I I I I I I = � r 7/S4.1 i I I i I I 12/S4.1 TYP i i .�_ 5. FIBERMESH IS AN ACCt''(ABLE ALTERNATE TO WWF IN THE SLAB--ON-GRADE. ' i._ J �- ---- i ' -32" FLUSH WALL •- PROVIDE FIBER DOSAGE P' R MANUFACTURER RECOMMENDATIONS. SUBMIT TO -----Nl �1-6"SQ J I i I ' ENGINEER FOR REVIEW I I I I PIASTER W/ (1) o� PER MECHANICAL PLUMBING, ELECTRICAL AND x 1'-2" DP FTG '-6"SQ x 1'-'2" DP FTG '-6"SQ x 1'-2" DP F'-G i I #5 AT 8" OC TYP `r 6. ALL. DUCTS, CHASES, AND PIPES , 5 AT 9" OC EACH WAY W/ #5 AT 9" OC EACH WAY I i SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL W/ #5 AT 9 OC EACH WAY W/ N I DRAWINGS TYP. TYP - 6 MIN EA WAY TYP - (6) MIN EA WAY TYP - (6) MIN EP. WAY ( I 7. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 6" OF FINISHED GRADE - I r z i I \ SHALL. BE PRESSURE-TREATED. 5/S4.1 I I i I I I " " 0 _ ' i 3/S4.1 TYP 8. CONCRETE DIMENSIONS: CONTRACTOR SHALL LOCATE ALL DOOR OPENINGS IN I I I I I 6 -0 Wx7 -4 Lx16 DP FTG p_ I v „ T r I 'r' EXTERIOR FOUNDATION WALLS AND VERIFY WITH ARCHITECT PRIOR TO POURING a� I ' �W/ #5 ® 12 OC EA WAf TYP I I `� a lit) I I CONCRETE. CONTRACTOR TO COORDINATE CURBS AND SIDEWALKS. .0 1 5'-4"L 8" CMU SHEARWALL W/ (2) #7 VERTS EA END ' `ss & #5 VERTS AT 8" OC IN REMAINING CELLS. USE (2) i I 9. p INDICATES STEEL TS COLUMN r o �11T OUT EXISTING SLAB AS I i i 10. 'T INDICATES CMU WALL I I ' ' ' #3 SHEAR TIES AT 16" OC FOR ENTIRE HEIGHT OF o 0 REQUIRED FOR INSTALLATION I I I Jab NO: 02-049 I I _J I L WALL. (SPEC!AL INSPECTION REQUIRED) -I rr, OF CONTINUOUS FOG TING TYP -- -- -- -_-._�-_ �___ --�--- N - ------- _ _ ----- _--_-- --.----__--- _---_-- -- ----- -' I 11• SECTION CUT -- DETAIL NUMBER/SHEET NUMBER X/SX.X Date. 11!21/02 ' --- ' ' r ------------------ 11 RE SHEET 54 1 FOR TYPICAL CMU WALL CONSTRUCTION DETAILS � -- � � .E Proj. ,�:anager: JSF r -------'--------------------------------------------- --- --- -------- -- --- - -- - --- ---- - Drawn: JSF no -STEPPED FOOTING AS ��-8" CMU WALL W/ #5 Checked: TES _ REQUIRED PER N I VERT AT ?..4 OC 2/S4.1 TYP \ Sheet Title M 42'--0" I 38'-0" I FOUNDATION 38'-0" I 42'-0" I PLAN 160 -0 _ - ----- KOCr FRAMING PIAN ( A) C p ( E) .sheet Number FOUNDATION FLAN Pacific Hwv. 16200 S241 SCALE: ''/g"--r-0" \ N o C2C0350211 III�IMN_4pnwNUMMpierro.•....,r--�.,t..,.,,...,..,.,- ,-�,,,- , .:.....,,..,-,.,,..,....,..,..,,. ...,.,,n,-._., _.-._. __.,.� -..,.-., :. - _. ..... .. ... - ... .. .. ....-,...,. +!�k. x.,mn,n.r .,.. .. ... .,, .. .. _ .. ... NOTICE: IF THE PRINT OR TYPE ON ANY I ! 'I � II � I � III � � I � I � I � � I � I � il � Illl VIII lI IIIIIII 11114 illllliVII13 IQj101112 �Tj I�IMAGE IS NOT AS CLEAR AS THIS NOTICE, -------_- _-�1--- -__ 6� __._ _ _-.�L- ----✓_L- --- _ -_ --L_._.. L__- -� -� �- fJ, IT IS DUE TO THE G�U�' !TY OF THE No 38 ORIGINAL DOCUMENT 01£ 6�Z Firiiii4oi, >d9Z a 6iZ £Z Z liZ Uf7, 8T ei LTi 9T 4T V [ >;t Zt tT� o�i �8 I8 iL l9 9 ib f' '' 'lll �I ' IIIIIII III!IIIII IIIIIIIII1IIIIIIIIIIIIIIIIII IIIIIIII Illlllllllllllllll!IIIIIIIIIIII!IIIIIIII!II Illllllllllltllllllll ll 11111E!III!I !Illllllllllllll!II 1W1111111!llll!ll��llllllll�llll llllll!N111 l�ll�llll � II�IIII III hill II B CC� CD E } CO EXISTING 8"0 UP THRU ROOF DOLLAR TR EE l5xs CEG-1 6x6 ICEG--1 5 j BUILDING L__�_Q � 1 6'0-4 JCD-1 4CD 1 4-0- J 40 1 1 8"0-4 CD-1 CD-1 80 I T-1i 11 M !I_r, A, I L_ I 22x22 1CRG-1 1 900 ITYP OF Vo 62 112'X2C 1W 711 t SrI / : i I sno TRASH E14CL. 14"0 0 - 1 L1l I V 1400 1000 * 1200 i�CD-1 18*0 1400 120 12*0 — - 7 –_..— 555 TYP OF 6 16n0 12*0 0 ... It %0 P 11 m12"0 140 4 k IT11_1 �0 L 1 0 14"• 1404I r1400 1200 jaro 1 900 TYP OF 2 12N0 WO 12*0 12"0 2LB GAS METER ( PHASa 1 ) 3/4m GAS- 1 288.000 BTUHSSIZED AT 100' 112,0_4 1CD-1 1 -10 GAS WLEASE A I 450—ITYP OF 6 8,000 S.F. ON ROOF r r7 ON ROOF J __T <11 r-T-1 / V J Cl 0 0 HVAC Pride Integrity - Quality H E A T I N G 1986 FIRST FLOOR HVAC PLAN 5188 INT'RNA "IONAL WAY MILWAUKTE,OR 97222 NORTH FAX:, (503) 462-6555 PHONE:, (503) 462-4822 OR CCB # 50897 WA HVACI 125J6 SHEET TITLE,. HVAC FLOOR PLAN _V3 01. DATE% 3049 04/20/03 FILE NAME,. TIGARDM1 DRAVIN BY,. LACOURSE RELEASED FOR CNECK'�Ik -_____ _ __ JEFF VV PERMIT CADD 04/24/0LC - - ED. JEFFDESIGN PR0J M 0 R REVISMIN11. All drawings prepared by HVAC INC are the exclusive property of HVAC INC and, unless otherwise agreed in writing, SHEET *i. of HVAC INC shall be deemed the author of them M1 2 and shall I retain all common law, statutory and other reserved rights, in addition to Pacific Hwy 16^00the copyright, Any use thereof without the express MEC2003-0021 1 written consent of HVAC INC is prohibited, 4 of 5 NOTICE: IF THE PRINT OR TYPE ON ANY T(111If Illllliil � lllllllllll 111illlillll li' IIIiII111I iTlTif fill! illlillllillll lilll �lllll� llllillllllli Illilllllllilllllllilllllilllll I Illllilllilllillill Illllllli'lI Illlilllllll `TVl, IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No36 16 g -1 1 a 111111 1 1 1 1 0z ORIGINAL DOCUMENT 917. S;1z DUCT LEGEND A B B R E U T A_T I O N S EXWFAUST FAN + ACU AIR CONDITIONING UNIT �� —� X3 ® 12 � ® ® SND DUCTS RECTANGULAR DUCT 32>��'v�a•" AFF ABOVE F; UNIT FINISHED FLOOR� �T.S.P• MOTOR MAX SUPPLY AIR RETURN AIR 2U SILE FIAT OVAL DUCT AIR Ti 3eRa1IMD AHU AIR HANDLING EXHAUST AIR 3e"- NECK SIZE E�JIFIE1+T —UNIT CONTROLLED rx2o•h AMB AMBIENT SYA15M MANN. SERVING TYPE C W (IN) N.P. V/110114RPM MODEL NO. REMARKS NE►. . SLZE AND AMP AMPHERE= � DIRECTION OF THROW NUMBER BTU BRITISH THERMAL UNITS EF-1 51WA4 1 610 CEILWa 50 .125 - 110n 5610 1.2,3 � AW&__A61kc—, Q OR CD CEILING DIFFUSER —EF-2t3ROAN 15610 CELL INO ' I25 - 110n TYPE F 8614 I�3 TYPE eG.1 CEG CEILING EXHAUST GRILLE crM - cFN CFM CUBIC FEET PER MINUTE SUPPLY OUTLET RETURN/EXHAUST INLET EQUIPMENT S1MOOL ROOM THEIRMOSTAT OR SENSOR COND CONDENSER ACCE86ORIES: (1) BACKDRAFT DAMPERt (2) SPEED CONTRiOLLERt (3) DISCONNECT SWITCH -- ---- -- DOUBLE LINE FITTING_ DOUBLE LINE. FITTING DOUBLE LINE FITTING CRG CEILING RETURN DIFFUSER RECTANGULAR CTG CEILING TRANrFER DIFFUSER VOLUME DAMPER �T RISER AR DUCT CU CONDENSING UNIT ROCFTOF A.C. UNIT SCHEDULE REE IKVN WITH DH DUCT HEATER � WITH DIA DIAMETER D SIDEWALL vtD DN DOWN FIRE DAMPED! DUCT RISER S�yAy — --- '—' FIRE SMCKE lRILLE E.C. ELECTRICAL CnNTRACTOR CLCI MBIA WTO MW MA;gUF. ELEC. MAX MIN Fp DAMPER RECTANGULAR EF EXHAUST FAN T T INPUT AND MCA FAN MUT. OSA MM ___� ._ — ELEV ELEVATION NOM. O AL $YMBOL TONG SERVIPKs CFM .Sp SEAS OUTPUT MODEL v/PN NP LBB CFM EF>` REMARKS � I � MOTORIZED ROUND RECTANGULAR FC FAN COIL UNIT ` _ DUCT Dtit"16 Jr DUCT FD FIRE DAMPER RTU-1 10 OFFICE 4®00 5 121)VW 144000 4STMD012-A-6 230 - 1330 - - 1;13 '� � RECTANGULAR FPM FEET PER MINUTE EL RECWANru<.AR MAIN WITH FPS FEET PER SECOND ELBOW WITH RTU-2 10 OFFICE 4000 5 12100 144�pi0Q7 •18TMD012-A-S 230 - - 1330 - - 1�� ----� \ ROUND �" FSD FIRE SMOKE DAMPER ' _ �J TURNING VANES RECTANGULAROFFWT LESS S" TO FSR FLOOR SUPPLY REGISTER ACCESSORIES: 11) 81"IOKE DETECTORS (21 ECONOMIXERt l3) PROCSRAMABLE TS TAT ' THAN 150 FRR FLOOR RETURN GRILLE a DU� HG�l T HEIGHT SAL FIRE DAMPER I R-W RADIUS ELIW RECTM'3ULAR _ irz )�: ILW u'FITHP HORSE POWER W HTR HEATER -- T BRANCH GAL GALLONS RECTANGULAR ROUND DUCT G.C. GENERAL. CONTRACTOR DUCT �- RECTANWJLAR ROUND WINROU GPH GALLONS PER HOUR °sTANi�RQD MAIN WITH ROOUUNNDVB ANON DUCT LBS POUNDS ROUND---*, AIR POUND BRANCH CONICAL BRANDH �SA� LS LINEAR SLOT DIFFUSER IFFUSER SCOOP TEE 15• MAX. TAP LR LINEAR RETURN L7VMBH BTU PER HOUR (THOUSAND) RECTANGULAMiH MD MOTORIZED DAMPER � NORLAR c:: �UND TRANSITION C N❑. NORTH OPPSD OPPOSED BLADE DAMPER 45'0 -� - 6' BRANCH SENSOR OSA OUTSIDE AIR 150 MAX NNEC r COMRIECTD]N PH PHASE �. CONCENTRIC S PT WINDOW HEAT PUMP UNIT SQUARE TO Ram PTAC UNDER WINDOW HEAT PLVIr UNIT S"CE RA RETURN AIR I ' EXECUTRIX DETECTS AD ACCESS D0� RFD RADIANT FIRE DAMPER �■■�� Q _�. (RECTANGULAR SD RH HUMIDITY 13R •tOUND) SA SUPPLY AIR #10 GA, X 1' PLATED SCREW 13• MAX, MOTORIZED � SAR SUPPLY AIR REGISTER DAMPER SE SIDEWALL EXHAUST GRILLE M SG SIDEWALL SUPPLY REGISTER SO, SOUTH SP STATIC PRESSURE ~ SR SIDEWALL RETURN GRILLE D ST SIDEWALL TRANSFER GRILLE :D VIBRATION PAD----." A `\ 16 GA. X 1' GALV STRAP EACH_WAY TONS TONS OF REFRIGERATION Uj — U U 4 CORNERS (8 TOTAL) THRU THROUGH / H LIJ T ` � TSTAT THERMOSTAT �. TYP TYPICAL I f,A L \, LL_ 1/40 BOLTS QGA FLOW RATE (GAS) - F--I VAV VARIABLE VOLUME U UNIT CURB 6' x 3/8' LAG _BOLTS V VOLTS B - ` WITH WASHER 4 CORNERS - CL CURB 2"- --X-- -4" WOOh LEVELER AA" X 6' LAG � 1' SANDWICHED JOIST I— 2' X 6' STRUCTURAL MEMBERS -�- REFER TO SMA RNA _' FOR CONNECTION ANGLE VERTICAL X 6 TYPES --- -- 12 GA WIRE WITH 'P 4 WRAPS MINTRANSVERS 12 GA WIREE WITH BRALE _—' \--LONGITUDINAL BRACE 12 GSA WIRE WITH � C 4 WRAPS MIN 4 WRAPS MIN �4 HVC ROJF TOP UNIT CURB 1" x 12 GA. v" ° 1 NO SCALE "—"' STRAP Pride - Integrity Quality VIEW A. H E A T I N G since IgBb REFER TO SMACNP. STRUCTURAL MEMBERS FOR CONNECTION 5188 INTERNATIONAL WAY TYPES SilLWAUKIE,OR 97?22 0 0- ANGLE VERTICAL TRANSVERSE BRACE c a 12 GA WARE WITH 12 GA WIRE WITH FAXi, (503) 462-6555 1Ia WRAPS MIN 4 WRAPS MIN PHONE, (503) 462-4822 ' o MACHINE BOLWITH LONGITUD NAL BRACE _I TS TYP 12 GA WIRE W A HVACI 125 J 6 ,n 4 WRAPS MIN L �— --- SHUT—OFF VALVE 7.-1" x 12 GA DUCT NOTE: SWET TITLE ----" GAS SUPPLY STRAP NNIS SUPPORT DETAIL IS HVAC FLOOR PLAN --- DRP LEG FOR DUCT 4"0 TO 20"0 �� ��� VIEW B _ RMULATM REFER TO TABLE 5-6.6-6,7-6 FOR VERTICAL HANGERS AND HORIZONTAL BRACES, BOLT SIZE, jaB wj. DATEi. CONNECTION TO SUPOORTING STRUCTURE, AND SPACING OF BRACING, SMACNA SEISMIC RESTRAINT MANUAL 3049 04/20/03 NIT SEISMIC RESTRAINT DETAIL FILE T;GARt. GAS CONNECTION TO U FOR SMALL DUCTS ,_,_ 3 NO SCALE DRAWN HYi. N. LACOURSE RELEASED FOR CHECVED. --- PERMIT JEFF -� C A D D 04/24/03 RLC1/ DESIGN JEFF P R o J — i MGR _ REv SMNa � All draw' �'Ings prepared by HVAC INC are the exclusive property of HVAC INC _and, unless otherwise agreed in writing, of (HVAC INC shall be deemed the author of them M2 2 and shall retain all common law, statutory _. and other reserved rights, in addition to the copyright, Any use thereof without the express pacific Hwv 16200 _ MEC2003-00211 written consent of HVAC INC is prohibited, 501 5 ' NOTICE: IF THE PRINT OR TYPE ON ANY itlr ill� � li til Iii � 1 � SII I I iliilll 11 � I IIIIi1III IIT" lir III Ill' I !! III Iii 111 III III II . III I I ll Ill Ili lil III�111 Ill� l I !Ililil lilllll � � ! Ill Ilillll ill Il . � l � ll IMAGE IS NOT AS CLEAR AS THIS NOTICE, I - I Ill I- I - _I_ I I -- L I1----L- I ` L__I_ i !'�I I L 6J I --I 4� -I- -I- IBL ��__.IL_I I 10� l- -- IT IS DUE TO THE QUALITY OF THE "°.38 �.�. �.• ' ORIGINAL DOCUMENT E 8Z 87 LZ 9� �Z �Z fiti ti Iiv OlZ �8T 8T Lt 9T 9T 61 fiT �T TT 1�T 18 I4T L I �9 4 1�' I 1£ r �T�auw 1 I ! I'� 1 1 1 1 1 1 I�IUlhi I Illi Illllilillllllllllllllll lllllllllll�ll IIIIIIIIIIIW�!;IIIIII�IIL�!'!.�LLIIIIII�NII � 1 1 I iil ►ill llliltlll 1�111I11��1lIIIl1►i�l�iTll�llllllll 11 I �I �,�liilllli �i1111►1111►iili►►i lii�II 11►1 1 III II. ►Iii l 111 i ll ►i►llil�.11l�ii►l�l i� II IIII llTll�iIIIIIIII�I II ►li l ►lily