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Plans (6) BU P2018-00163 RECEIVED I:1 IN TAI F LJ NG LAN ID LORI) MAY 292018 CITY OF TIGARD BUILDING DIVISION WASHINGTON SQUARE 4024 S .W. WASHINGTON SQUARE RD. , UNIT F66 PORTLAND 0R97223SCC°r OFA ceE.s.N Revisions 11d --=_. _._ eURG i NOTA PART �1 `I '� ROAD 1 [) ------' 01 a • . . ' . IJ fi M wa QEF 1 item ��`rk$URc •�a f . _ ! Fr'- i i --- him:4) 7: .. • , -/ �innnlnrrprwunruruuurmnr� ri hilitai Ii c&-: tit: fr-=-- ... r - - . i+' rrr"Or, _i:I f WWI �� NOT APART o=Q\w d .�rrr',,:;k,r 11).jiLmail . ]r ` — 1 ■ / = \ 1,711 hyii�4gir I f NOT A PART I oolI JJ.. Ate__ ~.__' - ., \\\— \ . 4.44:7 WYNN* Q , J CS�11H\1� • tt m^ 1 _ - IIIrI _ . E 1 [ • .., • 1 i j . ,. , I f/1ii1�/�r/lrilll! r.--- ''""" " rrrl/rrrrrl/t/llrr�rt,/� I ! ,\\%m%4:7___ cl 1 i i i 1 "-*" : - 1 uumm�uu4 r E. -----------_____..„.._2 iT777 , ---"7-------) 7-( \°11 ,) 1 ) , __ KW %N>YNHNfNlfH! 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Dater )-- 1 $" Washington PROJECT DATA CON/ COVER PAGE Square 50.1 DRAWING INDEX AND GENERAL STRUCTURAL NOTES S0.2 SPECIAL INSPECTION NOTES DESCRIPTION: NEW DEMISING WALL AND NEW ROOF STRUCTURAL S1 .1 FIRST FLOOR PLAN AND DETAILS BRACING TO SUPPORT FUTURE TENANT'S HVAC EQUIPMENT S1 .2 ROOF FRAMING PLAN AND DETAILS BUILDING TYPE : II-B SPRINKLERED M0.1 MECHANICAL SCHEDULES Din Tai Fung 1 SPECIAL INSPECTION REQUIRED PROJECT AREA : NIA M3.0 MECHANICAL ROOF PLAN state of Oregon Struccc,ra�s ialty Code Drawing Title ❑ Concrete and Reinforcing Steel OCCUPANCY : A-2 ❑ Bolts Installed in Concrete OCCUPANT LOAD : N/A 0 SpecialMoment-Resistin COVER PAGE NO CERTIFICATE OF OCCUPANCY gConcreteFrsrne THIS PERMIT CODES USED : ❑ Reinforcing Steel&Prestressing Steel Terxionj EXITS REQUIRED : N/A ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND ❑ StturalWelding AMENDMENTS PER THEIR ADOPTING ORDINANCES: ❑ R+gh-Strenght BofUng EXITS PROVIDED : N/A 2014 OREGON STRUCTURAL SPECIALTY CODE `�— Structural Masonry 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE ❑ Reinforced Gypsum Concrete OWNER : THE MACERICH COMPANY 2014 OREGON MECHANICAL SPECIALTY CODE ❑ Insulatin C Date: MAY 17,2018 401 WILSHIRE BLVD., SUITE 700 2017 OREGON ELECTRICAL SPECIALTY CODE g ancrete Fill SANTA MONICA, CA 90401 2017 OREGON PLUMBING SPECIALTY CODE ❑ Spray Applied Fire Resistive Materials Job No: 100218000399 ❑ Pilings, Drilled Piers and Caissons Drawn By: BF ❑ Shotcrete Checked By: TS ❑ Speciai Grading, Excavation and Filling 0 Smoke-Control Systems -, : Othe•Insr)ec-tions Drawing No. 1 c 0 NI 1q3uff DRAWING INDEX GENERALSTRUCTURALNOTES.• 111 SW Fifth Ave.,Suite 2500 Portland,OR 97204 0:503.227.3251 LIGHT GAUGE METAL FRAMING: F:503.227.7980 STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, www.kpff.com S 0. 1 DRAWING I N D EX AND GENERAL SHOPAND ELECTRICAL DRAWINGS.DRAWINGS AND WORK. METAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR METAL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54,68 AND 97 MIL THICKNESSES. GAUGE PLATE AND STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54,68 STRUCTURAL NOTES AND 97 MIL THICKNESSES. LIGHT GAUGE FRAMING SHALL BE OF THE SIZE,GAUGE,AND SPACING SHOWN ON THE DRAWINGS. Stamp THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS.WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR THE AMERICAN IRON AND STEEL INSTITUTE AND STEEL STUD MANUFACTURES ASSOCIATION (SSMA)STANDARDS ARE USED IN THIS PACKAGE. �Gn PSF S0.2 SPECIAL INSPECTION NOTES SIMILAR WORK. PRODUCTS USED SHALL MEET OR EXCEED AISI STANDARDS AND ARE DESIGNATED BY: ��`r3�"G"`N �Ss+, CODE REQUIREMENTS: 362 S 162 - 33 7• ` S1 . 1 FIRST FLOOR PLAN AND DETAILS CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC), BASED ON THE 2012 INTERNATIONAL BUILDING CODE(IBC). WEB SIZE �— THICKNESS(MILS) ��r'EGON TEMPORARY CONDITIONS: 7,- � t3 fo°�c, S 1 .2 ROOF FRAMING PLAN AND DETAILS CTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THATIO MAY BE REQUIRED AS THE RESULT OF N AS A UNIT UPON COMPLETION.THE THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR °V4 P. R� ' THE STRUCTURE IS DESIGNED TO MEMBER TYPE FLANGE SIZE " SEQUENCES. . I EXPIRES 12-31-18 i PROVIDE BRIDGING ADEQUATE TO DEVELOP THE FULL MOMENT CAPACITY OF STUDS IN CONFORMANCE WITH THE STEEL STUD CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF MANUFACTURERS ASSOCIATION'S(SSMA) RECOMMENDATIONS. STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. Revisions ALL FIELD CUTTING OF STUDS MUST BE BY SAWING, SHEARING,OR PLASMA CUTTING. OTHER CUTTING METHODS OF COLD-FORMED MEMBERS EXISTING CONDITIONS: . ARE UNACCEPTABLE. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. NO NOTCHING OR COPING OF STUDS IS ALLOWED, UNLESS NOTED OTHERWISE. DESIGN CRITERIA: • DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS,THE FOLLOWING LOADS ENDS OF AXIAL LOAD BEARING WALL STUDS SHALL HAVE SQUARE END CUTS AND SHALL BE SEATED TIGHT AGAINST THE TRACKS WITH A AND ALLOWABLES WERE USED FOR DESIGN,WITH LIVE LOADS(L.L.) REDUCED PER OSSC: MAXIMUM GAP TOLERANCE OF 1/8"BETWEEN THE STUD AND TRACK. FOR STUDS WITH A MATERIAL THICKNESS OF 68 MIL AND GREATER,THE DESIGN CRITERIA MAXIMUM GAP TOLERANCE IS REDUCED TO 1/16". GRAVITY SYSTEM CRITERIA SPLICING OF WALL STUDS OR HEADERS IS NOT ALLOWED, UNLESS NOTED OTHERWISE. ROOF LIVE/SNOW LOAD I 25 PSF L.L. (ALSO SEE SNOW LOAD CRITERIA BELOW) INTERIOR WIND CRITERIA CONTRACTOR TO ENSURE PUNCH OUT ALIGNMENT WHEN ASSEMBLING LATERAL BRACING AND FIELD CUTTING STUDS TO LENGTH. . INTERNAL PRESSURE I 5 PSF ALL HEADERS/BUILT-UP BEAMS ARE TO BE CONSTRUCTED WITH UNPUNCHED MATERIAL ONLY. SEISMIC CRITERIA . RISK CATEGORY II SEISMIC DESIGN CATEGORY D LIGHT GAUGE FRAMING CONNECTIONS SHALL BE AS FOLLOWS: SITE CLASS D(ASSUMED) . • IMPORTANCE FACTOR IE= 1.0 LIGHT GAUGE METAL FRAMING CONNECTIONS MCE SPECTRAL ACCELERATION Ss=0.979 51 =0.425 FASTENER I PRODUCT SITE COEFFICIENT Fa= 1.108 Fv= 1.575 SCREWS ELCO DRIL-FLEX OR HILTI KWIK FLEX(ESR-3332) DESIGN SPECTRAL ACCELERATION SDS =0.723 SD1 =0.447 PAF'S HILT!X-U (ESR-2269) SNOW CRITERIA FOR SCREWS, PROVIDE 3/4"MINIMUM CLEARANCE FROM ALL EDGES AND 3/4"MINIMUM CENTER TO CENTER SPACING. DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH OSSC SNOW DRIFT PER OSSC AS SHOWN ON PLANS FASTENERS OF COMPARABLE SPECIFICATIONS AND LOAD CAPACITIES MAY BE SUBMITTED FOR APPROVAL. GROUND SNOW LOAD Pg= 10 PSF IN ACCORDANCE WITH STRUCTURAL STEEL: 2007 SNOW LOAD ANALYSIS FOR OREGON • STRUCTURAL STEEL SHALL BE: _ FLAT ROOF SNOW LOAD Pf= 11 PSF . SNOW EXPOSURE FACTOR Ce= 1.0 STRUCTURAL STEEL SNOW LOAD IMPORTANCE FACTOR Is= 1.0 THERMAL FACTOR Ct= 1.0 MATERIAL GRADE I SHAPE ASTM A36 I CHANNELS, PLATES AND ANGLES, EXCEPT AS NOTED WIND CRITERIA RISK CATEGORY II DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE DESIGN, FABRICATION,AND COMPONENTS AND CLADDINGS Vult= 120 MPH ULTIMATE DESIGN WIND SPEED(3-SECOND GUST) ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"WITH"COMMENTARY"AND THE"CODE OF STANDARD PRACTICE",WITH EXCEPTIONS NOTED IN SPECIFICATIONS. EXPOSURE CATEGORY B - GUST/INTERNAL PRESSURE - GCpi=+/-0.18 . • BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH STRENGTH BOLTS. BOLTS SHALL BE SPECIAL INSPECTION: SNUG-TIGHT UNLESS NOTED OTHERWISE. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS SUMMARIZED IN THE SPECIAL • INSPECTION PROGRAM ON SHEET S0.2. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.WELDING SHALL BE PERFORMED IN PERFORM THESE INSPECTIONS. ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS)AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. Washington SUBMITTALS: _ SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL STRUCTURAL ITEMS, INCLUDING WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16"MINIMUM, UNLESS OTHERWISE NOTED. Square THE FOLLOWING: . SUBMITTALS ITEM I SUBMITTAL(1,4) I DEFERREDI COMMENTS SUBMITTAL(2,4) STRUCTURAL STEEL X . STEEL WELDING PROCEDURES X Din Tai Fung FOOTNOTES: Drawing Title 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE DRAWING INDEX SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A p q STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE AND GENERAL ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER. . 2. DESIGN DRAWINGS, SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS STRUCTURAL SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON,AND SHALL BE SUBMITTED TO NOTES THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF - THE OSSC AND AS NOTED UNDER"DESIGN CRITERIA". 3. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING,AND ELECTRICAL EQUIPMENT, MACHINERY,AND Date: MAY 17,2018 ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS TO STRUCTURE SHALL CONFORM TO ASCE 7-10 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. Job No: 100218000399 4. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR Drawn By: BF THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT . PRIOR TO CONSTRUCTION. Checked By: TS 5. THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE Q PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE DETAILERS TO REMOVE ALL INFORMATION NOT 1- DIRECTLY RELEVANT TO THE CREATION OF THE PLACING DRAWINGS AS WELL AS ALL REFERENCES TO THE OUTSIDE SOURCE FILES. Drawing No. t i si:i co Q CNI S 0 so . 1 '<riff STATEMENTOF111 SWFifth ,OR9 20 2500 SPECIAL • Portland,OR 97204 O:503.227.3251 F:503.227.7980 www.kpff.com Stamp TABLE 1 - REQUIRED STRUCTURAL STEEL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION I REMARKS 10,060144. per. OSSC CODE CODE OR INSPECTION (NOTES 5 AND 6) *G 1 NFA REFERENCE STANDARD 7, REFERENCE CONTINUOUS PERIODIC OBSERVE PERFORM • • EGON STEEL +9p . o�� 'P 13 P` CONTRACTOR QUALITY CONTROL REQUIREMENTS AISC 360 CHAPTER N X X CONTRACTOR TO PROVIDE QUALITY CONTROL FOR ALL ITEMS INDICATED TO BE OBSERVE AND/OR PERFORM I EXPIRES 12-31-18 I IN TABLE BELOW STEEL FABRICATION FABRICATION OF STRUCTURAL ELEMENTS I 1704.2.5.2 AISC 360 N2 X Revisions • REFER TO INSPECTION OF FABRICATOR REQUIREMENTS MATERIAL VERIFICATION OF STRUCTURAL STEEL 1705.2.1 ASTM A6 X CERTIFIED MILL TEST REPORTS 2203.1 TABLE ASTM STANDARDS 1705.2 SPECIFIED IN CONSTRUCTION DOCUMENTS • AISC 360 A3.1 AISC 360 N3.2 MATERIAL VERIFICATION OF WELD FILLER METALS TABLE.1705.2 AISC 360 A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS AISC 360 N3.2 APPLICABLE AWS A5 DOCUMENTS. STRUCTURAL STEEL WELDING VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 RETAIN A RECORD OF WELDING PROCEDURE SPECIFICATIONS . VERIFYING WELDER QUALIFICATIONS 1705.2.2.1 X RETAIN A RECORD OF QUALIFICATION CARDS SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO X 5/16" • STATEMENT OF SPECIAL INSPECTION NOTES: ' 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2014 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. REFER TO TABLE 1 FOR SPECIAL INSPECTION REQUIREMENTS. • 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER AND ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER,ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 5 FOR STEEL INSPECTIONS PER AISC 360 AND 341 (TABLES 1): QUALITY ASSURANCE (QA) IS REQUIRED FOR EACH ITEM IN TABLES UNLESS SPECIFICALLY NOTED OTHERWISE. QUALITY CONTORL(QC)TO BE PROVIDED BY THE FABRICATOR, ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE. CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION N3 AND AISC 341 SECTION J2. 6 INSPECTION TYPES • Was h i n ton g CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE Square THE WORK IS BEING PERFORMED. PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. OBSERVE : OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. PERFORM : INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. 7 PERFORM INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING Din Tai Fung UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE,AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL Drawing Title PERFORM THE INSPECTION TASKS LISTED STATEMENT OF • SPECIAL INSPECTIONS Date: MAY 17,2018 - Job No: 100218000399 Drawn By: BF 2 Checked By: TS M kii Drawing No. 0 C S 0 ■ 2 . 11q3liff -----"*".16 GA. PL x 3"w/#10 SCREW INTO CENTER OFStamp 111 SW Fifth Ave.,Suite 2500 EACH LOW FLUTE Portland,OR 97204 O:503.227.3251 F:503.227.7980 • • (2)#10 SCREWS @ 16"o.c. www.kpff.com (.....***------------., (E) METAL ROOF DECK 14411) (114 2 ki5,..: i _ _C„..,_),,...._jhl- , c0 NG1NFF Z 1 1 `� LEASE LINE I L__...(E)DEMISING a ; -OVERSIZED OUTER TRACK " ii WALL lii�� 4.41. GON • i I 600T300-430 `* `i0. ci " ��H t 3 do `o 6 x 1P. R\C� , 30'-0" 30'-0" i I I ' I INNER TRACK 600T150-43 1 • 1 EXPIRES 12-31-18 1 ' 1 w/#10 SCREW EACH SIDE 1 EACH STUD 1 I i I i 1 I I Revisions 1 I METAL STUD FRAMING q "-------(E)DEMISING I I I REF. PLAN N I WALL TO BE 1 t I REMOVED I / 'L-; ' 0 \ is: — iti _ c —0 I TOP STUD CONNECTIONd WV 1 1/2"=1'-0" AT TOP 6005125-43 �� (E)DEMISING I © 16"o.c. WALL cti DEMISING WALL - I I 1 I I 1 1 i I I 1. d. I. I AA \ i — — lti — ' METAL STUD I FRAMING ! 2 I 1 I I REF. PLAN IS1.1 AT BASE I 0:157"0 PAF'S � ' ; GRADELAB ON LEASE LINE�� (1"EMBEDMENT) o I „ I I � I I 1 I I @ 1 o.c. #10 SCREW EACH �N i I SIDE TO EACH I I 1 i STUD I 1 I I 1 I 1 CONTINUOUS I I I 600T150-43 1 1 BB .� _`. I ► — — IS — I i (E)SLAB ON GRADE o I 1 REF. PLAN I 1 1 I _ I_ \ , ; 1 • . 4'-3Ya" 5'-3" .i • b �• v. 44 - a: dam+ .t4, •� F u v 0 j u b p A.s u O v 0 .0 a 'ti Ky u r C? u o I I 0 oO ° O 43 0 ° Q 1' 0 ° O 43 0 ° o o0 ° O o0 ° O a 0 O 0 - O - O .. O ,_ L _ _ _ I 101) ' 1 ,. ■ — — I 1 (E) HSS COLUMN0 STUD TO CONCRETE CONNECTION .3 TYP. 1 1/2"=1'-0" I WHERE BRACING o 1 Washington TYPICAL JAMB TERMINATES ATN I STUD OR POST BUILT-UP JAMB OR POST, I I Square EXTEND CHANNEL INTO PUNCH-OUT. USEI 1 • k 2"x2"x54 MIL CLIP ANGLE I I I �\>1- 1-1/4"LESS THAN STUD I I I DEPTH.ATTACH USING (4)#10-16 SCREWS. DD a n — n — u — . 150U50-54 COLD ROLLED I (E) DEMISING / CHANNEL. (1-1/2"x16 GAUGE s:.9 . WALL � Din Tai Fung C@RC)TO BE SPACED a, '-i- / 6N 4'-0"o.c. I LEASE LINE I ' i I I x x D il . " `` - — L in — ;, — Drawing Title FIRST FLOOR PLAN TYP.WALL STUD NOTES: , k 1. (E) INDICATES EXISTING. I 2"x2"x54 MIL CLIP ANGLE k I IPIII'' 2. INDICATES EXISTING STRUCTURE. 1/2"LESS THAN STUD DEPTH. ATTACH USING(4)#10-16 SCREWS. 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, Date: MAY 17,2018 PLACE CLIP ANGLE AT EACH STUD. DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION AND ERECTION. NOTIFY ARCHITECT OF ANY / SIGNIFICANT DISCREPANCIES FROM THAT SHOWN ON Job No: 100218000399 THE DRAWINGS. Drawn By: BF NOTE: 4. CONTRACTOR TO SHORE ALL EXISTING FRAMING AS Checked By: TS REQUIRED FOR DEMOLITION AND REFRAMING WORK. KWIK-BRIDGE PUNCH SYSTEM OR SIMPSON MSUBM3.25 MAY BE USED IN LIEU OF THE TYP. LATERAL BRACING 5' VERIFY EXTENTS OF NEW DEMISING WALL WITH • < CLIP,ANGLE SHOWN. LANDLORD. ALL DIMENSIONS PROVIDED ARE Drawing No. *zt• SPLICE USE: (1) 12"LONG • CRC INVERTED OVER CENTERLINE OF WALL. TYPICAL STUD CENTER OF SPLICE w/(3) oCD10-16 SCREWS ON EACH N co co LATERAL BRACING D ETAI LSIDE OF SPLICE. FIRST FLOOR PLAN 40 1"=1'-0" 1/8"=1'-0" • 1q3iffi • 4 ® �y�� MECHANCIAL UNIT TYP. VrR•� TYP, 111 SW Fifth Ave.,Suite 2500 AND CONNECTION I . Portland,OR 97204 TO CURB BY 0:503.227.3251 OTHERS t `� F:503.227.7980 - \ www.kpff.com / / I L4x4x5/16 14 41) 0 , z i / 30'4" / 30'-0" Stamp CURB BY OTHERS ` •1 I•. 14 GA. MIN. (E)ROOF.INSULATIONto REMOVE AS REQUIRED PR/3p- . ,xi-A- sS Tr 1 , CD \\G I Nle /Q xr I- L 5 - S1.2 ' L4x4x5/16 _I ri- - - - - i 0�EGON TYP. , _ QTYP. 0 `• Z ! o G 1 , co � �9�cyti��113' �' 4 P. 110- 4 . 1 1 EXPIRES 12-31-18 L4x4 SUB-FRAMING ATTACH(E)DECK TO L4x4 L � 1 I REF. PLAN w/#12 SCREWS AT EACH 2 , I I LOW FLUTE PRE-DRILL ANGLE AS REQUIRED OR © L b 1 AC-4 MAX. I #12 SCREWS 0.157"0 HILTI X-U AT EACH ® o I -- OPERATING I Revisions • ©12"o.c. LOW FLUTE AT TYP. (E)OWJ N ' WT=770 LBS PRE-DRILL ANGLE CONTRACTOR'S OPTIONREF. PLAN . t , r_, r I , ` AS REQUIRED 1 I i s 1 I NOTE: • I Li ,,, I r _ _, FRAMING TO BE AT ALL DECK 1 ( I ! 111 I OPENINGS AND AT PERIMETER . . I -11 �— t-1 I I CURB. CIN Z I N 1 1- L 4, . N ( ', I Z RTU - SUBFRAMING -�--Li LTJ AC-1 MAX.- ---*°.II ---l1 J 1 (E) UNIT © OPERATING L•—-J• 0 TYP. DECK TO ANGLE 0RTU FRAMING PLAN REMAIN ® WT=970 LBS 01"=1'-0" 112"=1'-0" t ---, i 1-- EisN I 1 1 MECH. UNIT AND 1 1 CONNECTION TO CURB • • BY OTHERS I 1 1 CONNECTION FROM UNIT AA s, ZI - N (E)OWJ TYP. t TO CURB BY OTHERS. PL Y4x3x0'-3" I I . I SHALL HAVE 1000#UPLIFT -(E) ROOF DECK AND I 1 INSULATION 1 \ CAPACITY ON ALL SIDES. (N) L4x4 COPE j \ AS REQUIRED CURB CONNECTION STEEL CURB BY OTHERS Z t L w/0.157 0 HILT!X-U 14 GA MIN. - 1 I 12"o.c. --, o , z„.......---(E) UNIT TOt co 1 (E) ROOF' (3)#12 SCREWS AT EACH N REMAIN �. INSULATION STRAP t (2)0.157"0 HILTI X-U , L—1___(_ __J 1 1 t r-AC-2 MAX. + 1\ 1 I 1 1 OPERATING -� AT EACH STRAP 3 i i 1 .. .. 1 IAN= 1,010 LBS /16 2 ...11LERf i BB �� Z I N >~ I- - -+ fi t 16 REF. PLAN I WF BEAM L - - -1 :: WHERE OCCURS -18 GA. STRAPx2"WIDE AT I I FIELD VERIFYt i I ' / 2-6 o.c. ON EACH SIDE OF -1Z • 3/6 V L4x4 CURB. o I I :i X X AC-5 MAX. REF. PLAN N , 1 /-1 I OPERATING I ( 1 WT= 1,890 LBS STIFFENER Z I- i 1 Z ANGLE 1 I REF. 7/S1.2 L _ _ _ 1L • I 1 ilD ,. c T ,i'a I t RTU - S U B F RAM I N G OUTLINE OF ------ .-1 • TENANT SPACE TYP. ANGLE TO (E) OWJ RTU STRAP AT CURB DETAIL BELOW i 60 = 1 1"=1'-0" 1"=1'-0" 2m N a: Washington Washington ll IIII I 1 If ; • CLR OUTSIDE AIR VENTILATION SCHEDULE - MULTIPLE ZONE RECIRCULATING SYSTEMS Chin-Ley/Reche • Az Rp Ra Pz Vbz Ez Voz Vpz Zp 1516 Melrose Ave.,Suite 200 Seattle,Washigton 98122 NET DEFAULT PEOPLE AREA BREATHING ZONE ZONE PRIMARY 206 9381501 ROOF OCCUP. OCCUPANT OUTDOOR OUTDOOR AIR DEFAULT ACTUAL ZONE OSA AIR OUTDOOR PRIMARY OUTDOOR TOP ROOM ROOM FL AREA DENSITY AIR RATE FLOW RATE ZONE ZONE FLOW DISTRIB. AIRFLOW AIRFLOW AIR W t, U UNIT NUMBER NAME (SF) (#/1000SF) (CFM/PERS.) (CFM/SQ FT) POPULATION POPULATION Rp'Pz Ra*Az (CFM) EFFECT. (CFM) (CFM) FRACTION Q AC-1 7 ENTRY 335 10 5.0 0.06 4 4 20 20 40 0.8 50 350 0.143 U.W AC-1 6 HOST 108 5 5.0 0.06 1 1 5 6 11 0.8 14 50 0.287 W z AC-1 - 8 9 BAR 765 100 7.5 0.18 77 54 405 138 543 0.8 678 1200 0.565I-_ TOTAL ALL ZONES Vpz 1,600 Z z TOTAL ALL ZONES Pz 59 TOTAL(Rp'Pz) 430 MAX Zp 0565 -" SYSTEM POPULATION Ps 59 TOTAL(Ra'Az) 164 Ev 0.55ilk E S m •y AD OCL...DIVERSITY D=Ps/(TOTAL ALL ZONES Pz) 1.00/ou=D'TC 1(Rp'Pz)+TOT(Ra'Az) 594 Vot=Vou/Ev 1,081 v P c = 5 p .O N 2 "D c 2 O N N O AC-2 16 DINING 997 70 7.5 0.18 70 70 525 179 704 0.8 I 881 1800 0.489 .c 8 ,,Ne•4 O O C N N Y AC-2 17 DINING 383 70 7.5 0.18 27 27 203 69 271 0.8 339 600 0.566 N- .s ¢`m""m' g000 AC-2 18 CORRIDOR 375 0 0.0 0.06 0 0 0 23 23 0.8 28 200 0.141 w a ,..2 vi•n= TOTAL ALL ZONES Vpz 2,600 'a z N?Mil Zp 0.566 TOTAL ALL ZONES Pz 97 TOTAL(Rp'Pz) 728 MAXa °u - a'-LL SYSTEM POPULATION Ps 97 TOTAL(Ra'Az) 271 Ev 0.55 OCC.DIVERSITY D=Ps/(TOTAL ALL ZONES Pz) 1.0CYou=D'TC3(Rp'Pz)+TOT(Ra'Az) 998 Vot=Vou/Ev 1,815 AC-3 21 PRIVATE DINING 313 70 7.5 0.18 22 22 165 56 221 0.8 277 475 0.582 AC-3 22 PRIVATE DINING 270 70 7.5 0.18 19 19 143 49 191 0.8 239 400 0.597 AC-3 23 DINING 418 70 7.5 0.18 30 27 203 75 278 0.8 347 900 0.386 AC-3 24 CORRIDOR 283 0 0.0 0.06 0 0 0 17 17 0.8 21 50 0.425 AC-3 25 OFFICE 75 5 5.0 0.06 1 1 5 5 10 0.8 12 75 0.158 AC-3 29 STORAGE 75 0 0.0 0.12 0 0 0 9 9 0.8 11 50 0.225 TOTAL ALL ZONES Vpz 1,950 TOTAL ALL ZONES Pz 69 TOTAL(Rp'Pz) 515 MAX Zp 0.597 SYSTEM POPULATION Ps 69 TOTAL(Ra*Az) 211 Ev 0.55 OC;.DIVERSITY D=Ps/(TOTAL ALL ZONES Pz) 1.00/ou=D'TCT(Rp'Pz)+TOT(Ra'Az) 726 Vot=Vou/Ev 1,319 FAN SCHEDULE BASIS OF DESIGN ELECTRICAL AIR APPROX. MAX FLOW TSP FAN MAX SOUND DIMS WT SYMBOL AREA SERVED MFR MODEL TYPE DRIVE (CFM) (IN H2O) RPM RPM (SONES) VOLTS PH BHP MHP (DIAxH) (LBS) NOTES EF-1 TOILET ROOMS GREENHECK G-090-VG DOWNBLAST DIRECT 575 0.5 1724 1725 8.5 120 1 0.09 0.1 21.8"X14.6" 34 1 NOTES: 1 PROVIDE SPEED CONTROL FOR BALANCING AND MOTORIZED DAMPER. /^-` OWNER-PROVIDED, OWNER-INSTALLED AIR HANDLING UNIT SCHEDULE (FOR INFORMATION ONLY) BASIS OF DESIGN SUPPLY FAN DX COOLING COIL GAS FURNACE FILTER ELECTRICAL " MIN TOTAL SENS QTY QTY SEER/IEER EER APPROX. MAX TOTAL OSA ESP MTR FAN MTR CAP CAP EDB EWB LDB LWB INPUT OUTPUT EAT LAT OF OF AMBIENT COOL EFF COOL EFF EFF DIMS WT SYMBOL AREA SERVED MFR MODEL CFM . CFM (IN H2O) BHP MHP CNTRL MHP RPM CNTRL (MBH) (MBH) (°F) (°F) (°F) (°F) (MBH) (MBH) ("F) (°F) COMPRESSORS FANS DB(°F) MBH/KW MBH/KW MERV VOLTS PH MCA MOCP (LxWXH) (LBS) NOTES AC-1 ENTRY,BAR TRANE YZCO72 1600 1100 1.0 0.43 2.75 ECM - - - 59.2 43.9 79.7 66.3 54.3 54.2 150 121.5 37.0 107.6 1 1 95.0 23.2 12.6 2"MERV 8 460 3 22 30 88x54x47 966 1,2,3,4,5 AC-2 DINING TRANE YZCO90 2600 2000 1.0 1.22 2.75 ECM - - - 85.1 70.3 80.4 66.0 54.5 54.4 200 162.0 31.0 88.9 1 1 95.0 22.4 12.8 2"MERV 8 460 3 23 35 88x54x47 1010 1,2,3,4,5 I AC-3 DINING/PRIVATE DINING TRANE YZCO72 1950 1600 1.0 0.78 2.75 ECM - - - 73.4 56.1 81.6 67.0 55.3 55.2 150 121.5 30.0 87.9 1 1 95.0 23.2 12.6 2"MERV 8 460 3 22 30 88x54x47 966 1,2,3,4,5 AC-4 KITCHEN TRANE YSC048 1600 0 1.0 0.81 1 CV 0.33 1075 CV 43.4 33.6 75.0 60.0 50.0 49.9 80 64.8 70.0 107.8 1 1 95.0 14.0 12.0 2"MERV 8 460 3 11 15 69X44X41 767 1,5 I AC-5 KITCHEN TRANE YSD150 5000 0 1.0 3.94 5 VFD 0.75 984 CV 134.9 107.8 75.0 62.0 52.7 52.4 250 200.0 70.0 106.9 2 2 95.0 13.5 11.0 2"MERV 8 460 3 32 40 70.25X106X52.2 1889 1,5 NOTES: 1 PROVIDE AIR-SIDE ECONOMIZER WITH AMCA CERTIFIED CLASS 1A LEAKAGE OSA DAMPER TO MEET OREGON ENERGY CODE 2 MINIMUM OUTSIDE AIR DAMPER POSITION CAPABLE OF GREATER THAN 50%TO MEET SCHEDULED MIN OSA CFM. 3 MODULATING GAS HEAT STAINLESS STEEL HEAT EXCHANGER RATED FOR 20F EAT&5 YEAR PARTS MANUFACTURER WARRANTY 4 VARIABLE SPEED SCROLL COMPRESSOR RATED UP TO 90F EAT&5 YEAR PARTS MANUFACTURER WARRANTY. 5 PROVIDE WITH PROGRAMMABLE THERMOSTAT. , 1 DIFFUSER, REGISTER AND GRILLE SCHEDULE I SYMBOL TYPE FACE FRAME DAMPER MATERIAL BASIS OF DESIGN NOTES CD-1 CEILING DIFFUSER LOUVERED SURFACE NONE STEEL TITUS OMNI 1,2,3,4 CEG-1 CEILING EXHAUST GRILLE PERFORATED SURFACE NONE STEEL TITUS PAR 1,4,5 1 CRG-1 CEILING RETURN GRILLE PERFORATED SURFACE NONE STEEL TITUS PAR 1,2,4 I RG-1 RETURN GRILLE FIXED BAR 35 DEG.DEFL. 1/4"BORDER NONE STEEL TITUS 350R 1,4 I TG-1 I TRANSFER GRILLE I FIXED BAR 35 DEG.DEFL. I 1/4"BORDER I NONE I STEEL I TITUS 35OR I 1,4 I LS-1 I LINEAR SLOT SUPPLY I SLOT I SURFACE I NONE I STEEL I TITUS ML-39 I 1,4,6 NOTES: 1 COORDINATE EXACT QUANTITY,SIZE AND LOCATIONS WITH MECHANICAL PLANS. 2 24X24 MODULE SIZE UNLESS OTHERWISE NOTED ON DRAWINGS. • 3 4-WAY THROW UNLESS OTHERWISE NOTED ON DRAWINGS. 4 REFER TO ARCHITECTURAL FOR FINISH REQUIREMENTS. .E,�FO PROpESS 5 12X12 FACE ���y��GINEE.i/py9 6 PROVIDE LINED FACTORY MANUFACTURED PLENUM.4 FT LONG WITH TWO 1"SLOTS. 84929 •-kXtEGOp f..... 4r. McCk KITCHEN AIRFLOW CALCULATIONS EXPIRES: 12/31/18 MAU-1 Makeup Air project title: Hood No.Collars Total Supply CFM Supply CFM per collar Branch Noodle 3 2,380 793 14" Ding Tai Fung Washington Square . Wok Left 2 1,645 823 14" q'L/SW Washington Square Road Wok Middle 3 2,362 787 14" Tigard,OR 97223 Wok Right 2 1,972 986 14" Total(CFM) 8,359 Exhaust: Hood No.Collars Total Exhaust CFM Exhaust CFM per collar Noodle 1 2,644 2,644 Wok Left 1 1,828 1,828 Wok Middle 1 3,375 3,375 Wok Right 1 2,465 2,465 Total(CFM) 10,312 Difference(CFM) -1,953 date: description: MAU-2 A05/1112018 LL REVISIONS Makeup Air: No.Collars Total SupplyCFM Supply CFM per collar Collar Size Main Right 3 2,208 736 14" • Main Left 3 1,920 640 14" Total(CFM) 4,128 Exhaust Air: - Hood No.Collars Total Exhaust CFM Exhaust CFM per collar Main Right 1 2,760 2,760 Main Left 1 2,400 2,400 Total(CFM) 5,160 Difference(CFM) -1,032 LU MAU-3 V Makeup Air: Hood No.Collars Total Supply CFM Supply CFM per collar Branch Dumpliing 3 1,900 633 14" (n Exhaust Air. /v Hood No.Collars Total Exhaust CFM Exhaust CFM per collar v, Dumpling i 2,375 2,375 W Difference(CFM) 475 0 Exhaust Air. date: Hood No.Collars Total Exhaust CFM Dishwasher 1 1,200 ITOTAL Difference(CFM): -4,6601 REFERENCE ONLY, drawing tine NOT AppRpVED WSCHEDULES-MECHANICAL jTH THIS PERMIr number M0. 1 FILE 0048-M01.DWG - MO1 I EDIT: 5/11/2018 10:01 AM BY JOHNK I PLOT: 5/11/2018 10:18 AM BY JOHN KOTAS 0 \/ 3 GENERAL SHEET NOTES A. MAINTAIN A MINIMUM OF 10'BETWEEN EXHAUSTS AND PLUMBING VENTS TO FRESH CLR AIR INTAKES. I I I B. ROOFTOP UNITS RTUs-1,2,3,4,5 TO BE OWNER-FURNISHED,OWNER-INSTALLED. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE COMPLETE AIR Chin Ley/Reche DISTRIBUTION SYSTEMS DOWNSTREAM OF ROOFTOP UNITS AS SHOWN ON M2.0 AND SPECIFICATIONS. 1516 Melrose Ave.,Suite 200 Seattle,Washigton 98122 C. KITCHEN MAKEUP AIR UNITS MAUs-1,2,3 AND EXHAUST FANS KEFs-1,2,3,4,5 TO BE 206 9381501 I SPECIFIED BY KITCHEN CONSULTANT. MECHANICAL CONTRACTOR TO INSTALL MAKEUP AIR UNITS AND KITCHEN EXHAUST FANS. INTERCONNECTING TYPE 1 AND 2 W o EXHAUST AND MAKEUP AIR DUCTWORK TO BE BY MECHANICAL CONTRACTOR AS u z SHOWN ON M2.0 AND SPECIFICATIONS. REFER TO FOOD SERVICE DRAWINGS FOR Q ADDITIONAL INFORMATION. LL W O — — — — — — — — — — — — — — D. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL EXHAUST FAN EF-1 AND W z ASSOCIATED DUCTWORKW AS SHOWN ON M2.0 AND SPECIFICATIONS. F 0 • E. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S Z z — i RECOMMENDATIONS. w GI E � I I m y , , Q I �Y I 2 . ; ,-.c n N N I 1 O N p N N •E ,.O M 1 W F o h N F.(�I 1 , a z • O S=J X �� •N ROOF 1 a v din a'�LL ' 1 I ti /I r I I / AC-4 ) ` ' AC-1 I 5 5 ' 0 r\ 0 i 1 ` 1 1 1 i '>C i 1 ��><� 1 r' �`. 1 L--' -`r L® O '' 1 — — + 1 B 1 1 1 (MAU3) I - - U - - - - - - - - - ON ROOF I L J • \/� (MAU-1) L `� f I ; •I I I , I ' i( ( (`KEF-3) i i -- ,i / \ I I I / / 1 ' i /�i ( KEF-4 i 1 , \ • I 1 I I —— 1 I I I I ` I 1 y I \ ( AC-2 1 X7 (MAU2) C I \ i KEF-2 ) - -T- i i �. A , F�� ( / • I , 1 1 1 1 1 1 `X� 1 L 1 1 1 I 1 I 1 , I 1 1 , ; 1 1 _ _ — — 1 1 I , I L J ,0:8 PROFf I ��� INE-E. sip ti 84929 is 1 L�� I 9S` s `�e�' . ss -- ----- - -- r---� I 4/, McC\-� A A . ) O r��`` �� `, EXPIRES: 12/31/18 ( AC-5 i title: v I , „ , ` ,I 0 If`� ,; Ding Tai Fung i �5 I --- ----- Washington Square ?Va./. SW Washington Square Road ` • i j �---j Tigard,OR 97223 ss • • • --- • •- III 0 — — — — — — — — — — — — — I — — I I , I I , I , ' 1 I 1 0 (KEF6) I 1, I 1 I A 1 I r -Idate: description: I , I I , ( AC-305/11/2018 LL REVISIONS A - II � if Vi 'r • ` ---- ` -` ---------- ice` l 1 I , 1 ( EF-1 I • �+ , 1 F- , ® 1 — — — 1 — — O — — ' — — — — I © , I CO LU I I Z V CO -- --- — — — — — — — REFERENCE ONLY APPROVED WITH THIS PERMtTWQ© '' date:`------------' o '�Ro � MECHANICAL N 000 1 ROOF PLAN - MECHANICAL 0 2' 4' 8' I'dr� I number SCALE:1/4"=1'-0" FILE: 0046—M30.DWG — M30 I EDIT: 5/11/2018 10:01 AM BY JOHNK I PLOT: 5/11/2018 10:18 AM BY JOHN KOTAS M3.0