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Plans (18) M EC2019-00134 RECEIVED SITE PLAN MAH 0 'LU1U UP TO OSA HOOD CITY OF TIGARD /..--------- ON ROOF BUILDING DIVISION ■ co (1111 .t= r"'� C I IPel I • 0111 C U 2 cr L C am. I t , JC PENNYlir* C%41 co cr) s REMOVE AND „..„,., ____---) REPLACE0 REMOVE AND CONDENSER AND SEPHORA ---r— 1r--- iii OM 11: un !$ to iiii ---- AHU 1 REPLACE AHU 2 AIR HANDLER - CONDENSER AND 1.1 >i l Ct; .c...1C) it \ AIR HANDLER Q E -1 r 11\-1 1 , 0 l'--' rc-y; 0) 114 31: < <L-21:r z ll Leel- R ) c. 4- oic:Lp JOB START DATE: 2/4/2019 —m PROJECT MANAGER: RYAN HAGGERTY 1 DRAFTER: SEARS - I JOB NUMBER: PLAN DATE: 12/05/2018 7 _ _ 440T ES: OFFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approvcd” 1 J1 OTC: j J Permit #: ry-)p r�,,-) 19 — fl O I n 4, N . Address: /� �i %J r`cl, Ss_ L. 0 Snirc #: o /^'-7 I- By: iiit Date: 4�13- La 0 `t-F• IK V J I c/ 1-1-1 A N— OQc� * 0 0 a) Qzcr) f:,. = z 0 THE ACTIVATION OF A DUCT 0 co 0 SMOKE DETECTOR SHALL I < ACTIVATE A VISIBLE AND r~I� z AUDIBLE SUPERVISORY v Q 1 SIGNAL AT A CONSTANTLY W Z —J ATTENDED LOCATION CO — H OMSC 606.4.1 r ) I CC , y.-----6---F C\41 0... r EJ Sp- . :7;-'inc,C;on rate Frame ,,,:,,,E., '.r'a'f3.4't3'+;"3.z-,:ailltj Slzpai Tendons SPLIT SYSTEM CONDENSING UNIT SCHEDULE : _ ,-;,,!,7..t-. J IDENTITY DATA NOMINAL CAPACITY ELECTRICAL DATA PHYSICAL / OTHER DATA 1 J `' ':`"T: COOLING HEATING POWER MCA MOCP MODEL MFG COMPONENTSF-bWxD WEIGHT NOTES C7 ":;' ''r ° Rb VISIONS: TAG LOCATIOND Ins:a, .zoi /MARF(J iriNsICALL1 /BTU.'I-IJ /BTU Hi [VIPF W!ZJ [A] [Al /NAME] NAME] JMODBLSJ [Iq SJ /LBSJ CU-1 ROOF 120,000 104,000 460-3-60 19 25 38AUQ CARRIER 40RUQ012 50x45x60 675 1 ,2,3 Ca sus= ;�"r'-;sY�tMa�tBrials CU-2 ROOF 120000 104,000 460-3-60 19 25 38AUQ CARRIER 40RUQ012 50x45x60 575 1 ,2,3 I -.� ..::; ns NOTES: i , _ ; - .-,;arK•v ixi end mina 1 LIQUID LINE SOLENIOD VALVE 2 BI-FLOW KIT FOR LIQUID LINE SOLENIOD 3 SIGHT GLASS SPLIT SYSTEM AIR HANDLER UNIT SCHEDULE �.__ COOLING HEATING IDEWI TY DATA PERFORMANCE PERFORMANCE ELECTRICAL DATA PHYSICAL I OTHER DATA SCALE: 114" = 1" FLOOR:N ( TAG APPLICATION LOCATION SYSTEM MAX FLOW ESP TOTAL SAT TOTAL SAT POWER MCA MODEL MEG WxD WEIGHT NOTES SECTOR: [MARK) {DESCRIPTION] (INSTALL] [MARX] (MIN (IN. W.C.J (DTUIIH] (FJ IBTU/Hj IF] (VrPH.HZJ [A] (NAME] (NAME] (INCHES] (LBS] [,g 1-4 ft—I AHU-1 AHU-1 CEILING AC-1 4,000 0.94 120,000 59.1 22400 85.4 460-3-60 45.6 40RUO CARRIER 56X28X49 427 1 ,2,3,4 AHU-2 AHU-2 CEILING AC-2 4,000 0.94 120,000 59.1 22400 85.4 460-3-60 45.6 40RUQ CARRIER 56X28X49 427 1 ,2,3,4 i 8 ft NOTES: f 12 ft i ol M 1 0 1. 2-SPEED FAN CONTROLLER (AFD) 16 ft NORTH 3. DEMAND CONTROL VENTILATION (CO2) f i 3. ECONOMIZER 4. 35k:W 480-3-60 ELECTRIC HEATER - RECEIVED MAR 5 2019 cmr OF TIGARD BUILDING DIVISION RR �Q PP CODE (N) 430LB REPLACE (E)CONDENSER LB CONDENSER 2014 OREGON STRUCTURAL SPECIALTY CODE (2014 OSSC) UNIT ON EXISTING FRAME , a�. ;fit."' CONNECT UNIT TO UNISTRUT WITH > UNISTRUT P1326 CLIP EACH CORNER DESIGN CRITERIA - WITH (2) #12 SMS TO BASE RAIL AND 3/8"0 BOLT TO UNISTRUT e i " WIND LOADS: INSTALL WASHERS AS NECESSARY ATeik * 1 I I I (E) OPEN WEB I I E I I BASIC WIND SPEED (3 SECOND GUST) = 120 MPH (LRFD) SMS TO UNIT l `""' " _. STEEL JOISTS AT �` ' O.C. EXPOSURE CATEGORY = B 1� 7 -6 F 41.7 PSF LRFD j� � I I I I 1 I 1 1 1 1 F(UPLIFT) = 32.9 PSF (LRFD) !caw 14.r.41: ,6/304404, I EARTHQUAKE: SEISMIC PARAMETERS: OCCUPANCY CAT. II (N) CONDENSER UNIT TO REPLACE IMPORTANCE FACTOR = 1.0 (E) CONDENSER UNIT ON EXISTING FRAME MAPPED: Ss - 0.978 SITE CLASS: D I 1 MAX. WEIGHT AND CONNECTION PER 2/S1 .1 I I 1 I DESIGN: SDS = 0.723 SEISMIC DESIGN CATEGORY = D FORCE RESISTING SYSTEMS: ® (N) P1000 UNISTRUT EACH MECHANICAL EQUIPMENT: Fp=0.37 FOR AIR SIDE HVAC EQUIPMENT I "� I I ; I SIDE OF UNIT 37 7 (E) WF BEAM I (E) WF SEAM H (E) WF BEAM (E) WF BEAM I METALS ---� I 1 - ` . 11: . TOP(E) FRAME CHORDPOSTS JO JOIST WELDED TO 4:11 - 0 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED (E) C3 CHANNEL FRAME OTHERWISE. WELDED TO POSTS BELOW (E) ROOF DECK I I 1 - i 1 I I F - "I i I 2. TUBES TO BE ASTM A500, FY=46 KSI; PIPES ASTM A501, FY=36 KSI. co 3. BOLTS TO BE ASTM A307, UNLESS NOTED OTHERWISE. I I[ ix ~ w I 1 © 1 I Alk \ , 4. WELDING TO BE BY CERTIFIED WELDERS USING E7OXX ELECTRODES IN ACCORDANCE ® I ® (N) CONDENSER UNIT TO REPLACE WITH AWS STANDARDS. (E) CONDENSER UNIT ON EXISTING FRAME co 5. ALL STEEL TO BE PAINTED WITH HIGH PERFORMANCE PAINT. CID MAX. WEIGHT AND CONNECTION PER 2/51 .1 1- I I I I I I 1 i I/ / Q 6. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. I o o CD 1 1 I I I I 1 (E) OPEN WEB STEEL JOISTS AT GENERAL --\\ (E) OPEN WEB JOISTS PER PLAN ( 7'-6" O.C. 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE (E) WE BEAM PER PLAN 1 1 1 I 1 I 1 1 1 I FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 2 NEW UNIT TO EXISTING FRAME THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT 81.1 3/4" = 1'-0" BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, 1 1 1 1 1 I 1 1 1 1 ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. -4. - - - -_ 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ROD AND STIFFENERS 1 I 1 1 1 a 1 I I 1 DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH PER ELEVATION ')I 11. A/E. UNISTRUT BELOW * - IF ANGLE IS LOCATED AT d>3" PER ELEVATION FROM BOTTOM JOINT, REFER TO 1 1 1 I 1 I 1 1 1 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS o ' 0 4/S1.1 FOR REINFORCEMENT DETAIL OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. SPLAY WIRE EACH A-A - PLAN CORNER PER ELEVATION 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH 41:0 4 (E) WF BEAM I (E) WF BEAM H (E) WF BEAM H (E) WF BEAM s, STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. (E) ROOF DECK Nr').:)'l1:11:( FE 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, --11--ti �--� j--� �--� 1--� n ; MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS I It1/4" STIFFENER RA 1 AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 1�4 V7 EACH SIDE OF ROD �` I I I I I I I I d* d* 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR I � ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE + 1 I 1 1 I 1 I 1 1 ALL DETAILS. B V\7\ N, (N) JOISTSARCHITECTURE I PER PLAN B-B 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL I LC ENGINEERING STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL �L3x3x1/4 EACH SIDE OF UNIT TO PLANNINGU I I I I I I I I I I GOVERN. BOTTOM CHORD OF JOIST INTERIORS B. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW - SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE 15895 SW 72ND AVE SUITE 200 I I STATE OF OREGON (N) 430LB MAX. WEIGHT ANGLE EACH SIDE OF UNIT SUSPENDED UNIT IR. CONNECT TO BOTTOM CHORD PORTLAND, OREGON 97224 (E) OPEN WEB 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL @ LIKE CONDITIONS ATTACH TO UNISTRUT BELOWINOF JOIST WITH 3/8"0 TEL 5 0 3 2 2 6 1 2 8 5 1 I 1 STEEL JOISTS AT i I I I WITH 3/8"0 BOLT EACH CORNER THROUGH BOLT EACH SIDE FAX : 5 0 3 . 2 2 6 . 1 6 7 0 7'-6" O.C. I WWW . CIDAI NC . 00h1 ,- - lL • i C-C I I I I I I I I I 1 3/8"0 ALL THREAD EACH CORNER OF UNIT WITH0 1 1 1 I I I 1 I 1 P1000 UNISTRUT AND UNISTRUT P2486 ROD A A STIFFENERS AT 12" 0.0. MAX. THREADED ROD TO HAVE NUT AND WASHER EACH I I I I I I 1 \%-y.. SIDE OF ANGLE AND EACH SIDE OF UNISTRUT 1".- pt,,,___:4[ I: . t< 1 I 1 I I I 1 I I P1000 UNISTRUT EACH SIDE OF UNIT 10GA SPLAY WIRE EACH 0 CORNER OF UNIT H 3 SUSPENDED FAN COIL C 35.7 (E) WF BEAM (E) WF BEAM (E) WF BEAM H H (E) WF BEAM S1.1 3/4" = 1'-0" (1) 0 Ce I I I I I I I I I I ZCNI • N ZO ° ,. (E) OPEN WEB (n W 1 1 1 1 STEEL JOISTS AT I I I I - 1 a 7'-6" 0.0. a' O p I I I I I I I I I I W r IZ V D irt Z Z CI Z a CO = Q i NORTH 1/8�/ /TYP U V rn * 1 ROOF FRAMING PLAN NOTE: CONTRACTOR TO NOTIFY ENGINEER IF EXISTING I W Q Q cs, CONDITIONS DIFFER FROM PLAN OR DETAILS /7,7 / M re S1.1 3/16" = 1'-O" O CL < 0 ,, I CC CI) O N 1 i Pr) In � a L1 1/2x1 1/2 FIELD VERTICAL y W 3" OR s GREATER 0 0. `------ SUSPENDED LOAD APPLIED 0 0 0 P TO BOTT. CHORD h WHERE LOADS ARE APPLIED AT A DISTANCE MECHANICAL PLAN AND GREATER THAN 3" FROM A PANEL POINT, PROVIDE DETAILS L1 1/2x1 1/2x3/16 FIELD VERTICAL ONE SIDE TO REINFORCE JOIST. TYP. 00 81.1 N O GIST REINFORCEMENT AT BOTTOM CHORD JOB NO. 180173.01 co 1" = 1'-0" © 2018 CIDA, P.C./CDA All RIGHTS RESERVED V 0O W