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Plans (114)ME,C2012-00564 RECEIVED OCT 89 2012 C1T11'OFT10M In tw . � TI HVAC FLOOR PLAN T FOR ME- 70T 70T F IT CABWT, A NEW MNMAA a. ION OF UW, q- FROM THAT ACWECT ICOR RIG :AP6AA+ I 'OMA ANY OUTSIDE W ROOF TOP .D C —J 1.;onamonauy Approvea...... ... [ 3 See Letter to: Follow .................. [ i Attached ........ r«...... Permit Number �� Y- 7 l 2- Addr c i By: Date: 111 Approved plans shall be on job site. OFFICE COPY ERIC LANCIAUL'T ARCHITECT 3016 nw gravern in simM camas, washington 98607 v. 360.798.3801 f. 360.833.0585 Larry L Grimes "Engineer 751011.E, YANG to "I DR 881E 100 VA11C01 M iii. 9W X360} 254-9234 E -M- P*A D000gCA *T U51R, / 01iEGON 91 ExP JUNE 30. 2093 INTERDENT 1101 SE Tech Center Drive Suite 195 Vancouver, WA 9W83 GENTLE DENTAL DENTAL OFFICE TENANT IMPROVEMEN'T'S TIGARD TOWNE SQUARE SHOPPING CENTER 10200 SOUTHWEST PACIFIC HIGHWAY SUM S TIGARD, OR 97224 ISSUE DATE: 6 Aprh 2012 JOB NUSABER 323 T1 HVAC FLOOR PLAN a. Lu CL <c ao a 04 0 Cq iz0 DUCT FITTING SYMBOLS HVAC SYMBOLS DOUBLE LINE SINGLE LINE DOUG LINE SINGLE LINE SA SOUND ATTN. SHEET METAL (SINGLE LINE) '7m LESS THAN 15` :. ®-_-----; SA SOUND ATTN. SHEET METAL (DOUBLE LINE) 5 NIECE ELBOW'``» --3 BARE OR INSULATED METAL DUCT (SINGLE LINE) 51 BARE OR INSULATED METAL DUCT (DOUBLE LINE) ?R=W. RA%30* �..,,.�' 0 FLEX DUCT (SINGLE LINE) ELB ROUND DUCT: UP OR DOWN m..""""""'t B RADIUS ELBOW B BUTTERFLY DAMPER -� RADIUS ELBOW RIND T T THERMOSTAT: WALL MOUNTED TURNING { ) S 5 SENSOR VANES OVER 30' YATIQN ELEVATION 0 E ---- __4 RA RETURN AR. UP OR DOWN OSA OUTSIDE AIR: UP OR DOWN '�--"�""3--� m _..s SA SUPPLY AIR: UP OR DOWN FROM ABOVE FROM ABOVE 110 AIR VOLUME, CFM -M- OFFSETS 8x8 t--- DIFFUSER NECK SIZE g B----"' 4W -BLOW DIRECTIONS 6" B RB REBALANCE EXISTING DIFFUSER TO THIS CFM SUPPLY SUPPLY & 15'MAX (30)- RELIEF AIR CFM THRU UNDERCUT OF DOOR RETURN AND FLOW LECTION 1203x= � -...-.� CEF-1 CEILING EXHAUST FAN NO. 1 30' 15*MAX "0_1 F-1 EXHAUST FAN NO -1 B BERM ___ it I%- RTU -1 ROOF TOP UNIT NO. 1 RECTANGULAR TAP „"0� C CONNECT TO EXISTING W1 15'MAX 0 > IMNSEI-ON C REMOVE TEMPORARY CAP & CONNECT "B" IF TO DIFFUSER E EXISTING TO REMAIN W1 OR GRILLE K CAP EXISTING +�W1 TEMPORARILY CAP EXISTING TURNING W2 B -� TURNING g,, K1 W1 VANES W2--& H VANES SUPPLY & R RELOCATE EXISTING + SUPPLY & SEMN--�------------4 X REMOVE EXISTING W2 RETURN W2 :A NITER ELBQW BRANCH MITER IEE RECTANGULAR DUCT CONSTRUCTION DETAIL TABLE 5-2 FOR ROUND DUCT DUCT TRANSVERSE REINFORCING (1) MAXI DIA#IETER HANM AT JOINTS UP thru 26" ONE 1"x22 ga. MINIvAJMC"" 27" thru 36" 3c - 10 f t. 37" thru 50" ONE 1"x16 ga. DIMENDIMENSION OF SHEET METAL REINFORCING ANGLE SIZE MAXIMUM 10 ft. Ste, TWO II x16 ga. H � H SEE ALLOWABLE STRAP AND ROD LOADS IN TABLE 5-1 PAGE 5-8 OF SMACNA STANDARDS. AND MIN. 2-22 OF SMACNA STANDARDS. SEE APPENDIX FOR DUCT METAL WEIGHT. � OCC/1000 LONGEST GAGE LONGITUDINAL 6.38 CFM 0.06 CFM FT2 = 15.3 CFM 21.68 CFM SIDE, All SPACING IH. N Uhl. 106 DOCTORS ELECTRICAL 164 FT2 REIN - INCHES OUR BETWEEN 0.82 PLAIN HEMMED ALTER'NT FORCED 17.43 SIDES) TRANSVERSE CFM S SLIP S SLIP BAR SLIP BAR SLIP RECOM- RECCM+I- RECQM- RECOM-- FT2 = 6.69 JOINTS &/OR INTERMEDIATE 41.81 CFM 0.06 CFM/FT2 = 16.73 CFM REINFORCING CFM MENDED MENDED MENDED MENDED 103 AISLE - SEE 177 FT2 177 FT2 GAGE GAGE GAGE GAGE UR THRU 12 26 NONE REQUIRED 1 26 26 24 24 13 - 18 24 NONE REQUIRED 1 24 24 24 24 19 - 30 24 1"X1"X1/8" 0 60 IN 1 - 24 24 24 31 -- 45 1 22 1"X1 -X1 8" 0 60 IN 1 - - 22 22 (1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY DWENSION OF SIDE TO WHICH ANGLE IS APPLIED. sMACNA RECOMMENDED HANGER SIZES TABLE 5-2 FOR ROUND DUCT DUCT STRAP MAXI DIA#IETER HANM SPACING UP thru 26" ONE 1"x22 ga. 10 f t. 27" thru 36" ONE 1"x18 ga. 10 f t. 37" thru 50" ONE 1"x16 ga. 10 ft. 51" thru 60" TWO 1"x18 ga. 10 ft. 61" thru 84" TWO II x16 ga. 10 ft. NOTES: SEE ALLOWABLE STRAP AND ROD LOADS IN TABLE 5-1 PAGE 5-8 OF SMACNA STANDARDS. EXTERNAL LOADS ARE NOT ACCOUNTED FOR. SEE TABLE 2-2 FOR DUCT GAGE SCHEDULE PAGE 2-22 OF SMACNA STANDARDS. SEE APPENDIX FOR DUCT METAL WEIGHT. UNISTRUT - BEAM CLAMP P5796S WITH SET SCREW 9 M0.01 BEAM, JOIST OR CHANNEL r ; P1000 UNISTRUT 4 1 ----- ------------------ LOAD RATED FASTENER WASHER ti DOUBLE NUT & WASHER \-HANGER STRAP NOTE CAN SUPPORT UNISTRUT BETWEEN BOTTOM ANGLES WITH ALL THREAD ROD WHERE SPACE IS AVAILABLE UPPER ATTACHMENT PARALLEL STRUCTURE NO sc,aLE fj BOTTOM J CHOROF D JOIST LOAD RATED FASTENER DOUBLEWASHER ---�'� � NUT & HANGER STRAP WASHER BAR JOIST HANGER STRAP M0.011 NO SCALE * PER ASHRAE 62.1-2010 TABLE 6-1 AND 2010 GMSC TABLE 403.3 HANGER STRAPS Lara L Grimes Engineer FLEXIBLE DUCT EXHAU5T EAN 5CHEDULE OUT51 DE AIR (VENTILATION) REQU I REMENT5 E -W- PMNAMMiU DESIG CFM STATIC PRESS N W.O. WATTS OR HP EROAN MODa. NO. ROOM WEIGHT 118S AREA NET AREA " OCCLIPANCY PEOPLE OSA VENTILATON REQ RATE AREA OSA RATE TOTAL VENTILATION PROVDED SYSTEM 102 BUSINESS OFFICE 204 FT2 204 FT2 5 OCC/1000 FT2 = 1.02 5 CFM OCC = 6.38 CFM 0.06 CFM FT2 = 15.3 CFM 21.68 CFM 45 CFM EXIST RTU -1 106 DOCTORS ELECTRICAL 164 FT2 164 FT2 5 OCC/1000 FT2 = 0.82 5 CFM/OCC = 5.13 CFM 0.06 CFM/FT2 = 12.3 CFM 17.43 CFM 23 CFM EXIST RTU -1 101 RECEPTION 1 2 223 FT2 223 FT2 30 OCC/1000 FT2 = 6.69 5 CFM/OCC = 41.81 CFM 0.06 CFM/FT2 = 16.73 CFM 58.54 CFM 49 CFM EXIST RTU -1 103 AISLE - SEE 177 FT2 177 FT2 - OCC/1000 FT2 - 87 - CFM/OCC = - CFM 0.06 CFM/FT2 = 13.28 CFM 13.28 CFM 8 CFM EXIST RTU -1 108 AISLE 0.25" 113 FT2 173 FT2 - OCC/1000 FT2 = CONTROLLED - CFM OCC = -- CFM 0.06 CFM/FT2 = 12.98 CFM 12.98 CFM 8 CFM EXIST RTU -1 105 CONSULT NATE: OTHER ACCEPTABLE 73 FT2 73 FT2 5 OCC/1000 FT2 = 0.37 5 CFM/OCC = 2.28 CFM 0.06 CFM FT2 = 5.48 CFM 7.76 CFM 5 CFM EXIST RTU -1 109 LAB 12" MIWUM OF METAL 69 FT2 69 FT2 5 OCC/1000 FT2 = 0.35 5 CFM/OCC = 2.16 CFM 0.06 CFM FT2 = 5.18 CFM 7.33 CFM 5 CFM EXIST RTU -1 107 MANAGER ELBOW TO BE 1" SA METAL. 111 FT2 111 FT2 5 OCC/1000 FT2 = 0.56 5 CFM/OCC = 3.47 CFM 0.06 CFM/FT2 = 8.33 CFM 1179 CFM 7 CFM EXIST RTU -1 111 MECHANICAL CONNECTION LOW VELOCITY FLEX 75 FT2 75 FT2 2 OCC/1000 FT2 = 0.15 5 CFM/OCC = 0.94 CFM 0.06 CFM/FT2 - 5.63 CFM 6.56 CFM 5 CFM EXIST RTU -1 110 MEN DIFFUSER INSTALLATION 63 FT2 63 FT2 - OCC/1000 FT2 = --- - CFM/OCC = - CFM - CFM/FT2 = - CFM - CFM 3 CFM EXIST RTU -1 115 STORAGE 53 FT2 53 FT2 2 OCC/1000 FT2 = 0.11 5 CFM/OCC = 0.66 CFM 0.06 CFM/FT2 = 3.98 CFM 4.64 CFM 3 CFM EXIST RTU --1 104 WOMEN 57 FT2 57 FT2 - OCC/1000 FT2 = - CFM OCC = - CFM - CFM FT2 = - CFM - CFM 3 CFM EXIST RTU -1 1O.05 OCCUPANT DIVERSITY - 098 AIR DISI MI TKIN EFF. - 0.8 162 CFM 164 CFI EXET RTU -1 127 AISLE 85 FT2 85 FT2 - OCC 1000 FT2 = - - CFM/OCC = - CFM 0.06 CFM/FT2 = 6.38 CFM 6.38 CFM 24 CFM EXIST RTU -2 126 OPERATORY 1 111 FT2 111 FT2 20 OCC/1000 FT2 = 2.22 15 CFM/OCC = 41.63 CFM - CFM/FT2 = - CFM 41.63 CFM 64 CFM EXIST RTU -2 125 OPERATORY 2 113 FT2 113 FT2 20 OCC/1000 FT2 - 2.26 1.5 CFM/OCC = 42.38 CFM - CFM/FT2 = - CFM 42.38 CFM 78 CFM EXIST RTU -2 118 AISLE 166 FT2 166 FT2 - OCC/1000 FT2 = - - CFM OCC = - CFM 0.06 CFM/FT2 = 12.45 CFM 12.45 CFM 24 CFM EXIST RTU -2 124 OPERATORY 3 108 FT2 108 FT2 20 OCC/1000 FT2 = 2.16 15 CFM/OCC = 40.5 CFM - CFM/FT2 = - CFM 40.5 CFM 38 CFM EXIT RTU -2 123 OPERATORY 4 108 FT2 108 FT2 20 OCC/1000 FT2 = 2.16 15 CFM/OCC = 40.5 CFM - CFM FT2 = - CFM 40.5 CFM 38 CFM EXIST RTU -2 122 OPERATORY 5 109 FT2 109 FT2 20 OCC/1000 FT2 = 2.18 15 CFM/OCC = 40.88 CFM -CFM/FT2 = - CFM 40.88 CFM 38 CFM EXIST RTU -2 121 OPERATORY 6 110 FT2 110 FT2 20 OCC/1000 FT2 = 2.2 15 CFM/OCC =_41.25 CFM - CFM/FT2 = -- CFM 41.25 CFM 39 CFM EXIST RTU -2 120 OPERATORY 7 109 FT2 109 FT2 20 OCC/1000 FT2 = 2.18 15 CFM/OCC = 40.88 CFM - CFM/FT2 = - CFM 40.88 CFM 38 CFM EXIST RTU -2 117 OPERATORY 8 109 FT2 109 FT2 20 OCC/1000 FT2 = 2.18 15 CFM/OCC = 40.88 CFM -CFM/FT2 = -- CFM 40.88 CFM 38 CFM EXIST RTU -2 116 OPERATORY 9 153 FT2 153 FT2 20 OCC/1000 FT2 = 3.06 15 CFM/OCC = 57.38 CFM - CFM/FT2 = - CFM 57.38 CFM 54 CFM EXIST RTU -2 112 PANG CEPH 33 FT2 33 FT2 20 OCC/1000 FT2 = 0.66 15 CFM/OCC = 12.38 CFM -- CFM/FT2 = - CFM 12.38 CFM 12 CFM EXIST RTU -2 114 STAFF LOUNGE 125 FT2 125 FT2 25 OCC/1000 FT2 = 3.13 5 CFM/OCC = 19.53 CFM 0.06 CFM/FT2 = 9.38 CFM 28.91 CFM 26 CFM EXIST RTU -2 119 STERILIZATION 142 FT2 142 FT2 5 OCC 1000 FT2 = 0.71 5 CFM OCC = 4.44 CFM 0.06 CFM/FT2 = 10.65 CFM 15.09 CFMI 30 CFM I XIST RTU -2 25.1 OCCUPANT DNERSITY - 1.00 AR DIS I BU I ION EFF.: 0.8 1 461.4 CFMI 541 CFM I EXIST RTU --2 * PER ASHRAE 62.1-2010 TABLE 6-1 AND 2010 GMSC TABLE 403.3 HANGER STRAPS PROVIDE WITH A BACKDRAFT DAMPER Q PROVIDE WITH ELECTRONIC SPEED CONTROLLER 12" MAXIMUM SPACING -- SCREWS MIN SQUARE DUCT LOWER rT HANGER ATTACHMENT MO.01 NO SCALE STRAP HANGER HANGER LOAD RATED STRAP FASTENERS E,� PREFERRED ►M r STRAP ATTACHMEJ WASHER /BAND SLING TOAVOID OF SAME SIZE DISRUPTION OF AS HALER STRAP INSULATION --� ROUND DUCT LOWER /""6 \ HANGER ATTACHMENT M0.01 NO SCALE ROOF LINE SQUARE DUCT TO UNIT BACKDRAFT DAMPER (DO NOT PROVE FOR COMBUSTION AIR OPENINGS) HVAC CONTRACTOR TO PROVIDE PRE -FAB ROOF CURB LEVELING CURB, SEE ARCHITECTURAL PLANS -1--V .-.s f' I `-ROOF € ECK NOTE: SECURE PREFABRICATED ROOF CURB TO LEVELING CURB WITH V SHEET METAL SCREWS AT 12" Q.C. SECURE HOOD TO PREFABRICATED CURB WITH V SHEET METAL �SCREWS - 2 EACH SIDE / 5 \ ROOF CAP DETAL MO.Oy NO SCALE 1" LONG MTL Lara L Grimes Engineer FLEXIBLE DUCT EXHAU5T EAN 5CHEDULE vruo�v� �. ses�2 U�aoa z�-s2.0 E -W- PMNAMMiU DESIG CFM STATIC PRESS N W.O. WATTS OR HP EROAN MODa. NO. END WEIGHT 118S REMARKS ROUND OR FLAT " "UNITED McGEL" EF --1 125 0.5" 100 L150L OVAL DUCT EITHER SIDE AS SHOWN 23 OPERATES CONTINUOUSLY HANGER STRAP CEF-1 75 0.25" 87 L100 1 2 23 CONTROLLED FROM HALLWAY LIGHTS - SEE ELECTRICAL DRAWINGS CEF-2 105 0.25" 100 L150 1 2 23 CONTROLLED FROM FI --LIMIT THERMOSTAT CEF-3 105 0.25" 170 L150 1 2 23 CONTROLLED FROM HALLWAY LIGHTS - SEE ELECTRICAL DRAWINGS CEF-4 75 0.25" 87 L100 1 2 23 CONTROLLED FROM HALLWAY LIGHTS - SEE ELECTRICAL DRAWINGS CEF-5 75 0.25" 87 L100 1 2 23 CONTROLLED FROM HALLWAY LIGHTS - SEE ELECTRICAL DRAWINGS CEF-6 105 0.25" 100 L150 1 2 23 CONTROLLED FROM HALLWAY LIGHTS - SEE ELECTRICAL DRAWINGS PROVIDE WITH A BACKDRAFT DAMPER Q PROVIDE WITH ELECTRONIC SPEED CONTROLLER 12" MAXIMUM SPACING -- SCREWS MIN SQUARE DUCT LOWER rT HANGER ATTACHMENT MO.01 NO SCALE STRAP HANGER HANGER LOAD RATED STRAP FASTENERS E,� PREFERRED ►M r STRAP ATTACHMEJ WASHER /BAND SLING TOAVOID OF SAME SIZE DISRUPTION OF AS HALER STRAP INSULATION --� ROUND DUCT LOWER /""6 \ HANGER ATTACHMENT M0.01 NO SCALE ROOF LINE SQUARE DUCT TO UNIT BACKDRAFT DAMPER (DO NOT PROVE FOR COMBUSTION AIR OPENINGS) HVAC CONTRACTOR TO PROVIDE PRE -FAB ROOF CURB LEVELING CURB, SEE ARCHITECTURAL PLANS -1--V .-.s f' I `-ROOF € ECK NOTE: SECURE PREFABRICATED ROOF CURB TO LEVELING CURB WITH V SHEET METAL SCREWS AT 12" Q.C. SECURE HOOD TO PREFABRICATED CURB WITH V SHEET METAL �SCREWS - 2 EACH SIDE / 5 \ ROOF CAP DETAL MO.Oy NO SCALE 1" LONG MTL Lara L Grimes Engineer FLEXIBLE DUCT (MAX vruo�v� �. ses�2 U�aoa z�-s2.0 E -W- PMNAMMiU LEADING EDGE SECURE TO STRUCTURE ----� , 10'-0" LENGTH) END ROUND OR FLAT " "UNITED McGEL" -"� BEARING NOTE: SIMILAR AT GYP BOARD CEILING EXCEPT DAMPER ROD EXTENDS DOWN TO CONCEALED REGULATOR BOX, YOUNG MODEL OVAL DUCT EITHER SIDE AS SHOWN ,� UNITED McGILL SR(*)TXL SR(*)TLR REDUCING HANGER STRAP LOLOSS TEE SUPPLY 2"SA METAL F4 OR {_ EXITING 315 ONLY FLEXIBLE DUCT (MAX LOLOSS 90' CROSS SEAL OPENING ALL AROUND RETURN E; CURB FRUU SECURE TO STRUCTURE --�-,-.�. 10'-0" LENGTH) END �rADIUS FLAT OVAL DUCT } DUCT BEND HANGER STRAP BEARING 1-r SIZES AS SHOWN -"x- " 0 FLEXE LE CONNECTION REQI D TO DUCT FLANGE B FULL L ROOF PULL INNER LINER OF FLEXIBLE DUCT RADIUS DESTANGE BETWEEN TAKE- OFFS TO BE S DUCT DIA. COUPLING TIGHT AND SECURE STRAP WITH PANDUIT SEND REQUIRED �� MITERED 90' WHERE POSSIBLE NATE: OTHER ACCEPTABLE „ 2 COLLAR B ELBOW WITH '--- ROUND DUCT SIZES FITTING &TYPES " " UNITED McGLL W 1"SA METAL Q SFET METAL CAN 12" MIWUM OF METAL PANDUT STRAP - PULL INNER AND OUTER LINES VANES AS SHOWN -"� SR(*)TXLR IF DROP TERMINATES 1!N ELBOW TO HORIZONTAL, ROUND DUCT TIGHT UNDER STRAP AND " 12 MIN. EXTENSION REDUCING LOLOSS �' CROSS ELBOW TO BE 1" SA METAL. 12" MIN SECURE GRELE TO OILING TIGHTEN SECURELY. Y- RANCH BEFORE FLEX DUCT � --- SYSTEM INSULATION SECURE DIFFUSER TO CEILING SYSTEM CONNECTION LOW VELOCITY FLEX DUCT ROOF MOUNTED UNIT TO _ TYPICAL LOW 'VELOCITY DUCT r4_� DUCTWORK CONNECTION 3 TOP CONNECTION AT GRILLE r2" DIFFUSER INSTALLATION 1 CONSTRUCTION DETAILS w �_01NO SCALE �-o NO SCALE �_o NO SCALE �-o SCALE: NONE an ERIC LANCIAULT ARCHITECT 3016 nw gravenstein stmt camas. Washington 98607 v. 360.798.3801 t 360.833.0583 GIN'& 7820 r- OREGON "ell 13,1g%\�<yC:) EXP JUNE 30. 2013 A A A A A A A REVISIONS DATE INTERDENT 1101 SE Tech Center Drive Suite 195 Vancouver, WA 98683 GENTLE DENTAL DENTAL OFFICE TENANT IMPROVEMENTS TIGARD TOWNE SQUARE SHOPPING CENTER 16200 SOUTHWEST PACIFIC HIGHWAY SUITE S TIGARD, OR 97224 ISSUE DATE: 6 April 2012 JOB NUMBER: 323 SCHEDULES AND DETAILS Lara L Grimes Engineer 7510 IEE. %fmw 1kR ruu. Do SUITE log vruo�v� �. ses�2 U�aoa z�-s2.0 E -W- PMNAMMiU GIN'& 7820 r- OREGON "ell 13,1g%\�<yC:) EXP JUNE 30. 2013 A A A A A A A REVISIONS DATE INTERDENT 1101 SE Tech Center Drive Suite 195 Vancouver, WA 98683 GENTLE DENTAL DENTAL OFFICE TENANT IMPROVEMENTS TIGARD TOWNE SQUARE SHOPPING CENTER 16200 SOUTHWEST PACIFIC HIGHWAY SUITE S TIGARD, OR 97224 ISSUE DATE: 6 April 2012 JOB NUMBER: 323 SCHEDULES AND DETAILS required for neat appearing Installation. C. Piping to be insulated to fixture stop or equipment stop. 3.2 On handicap lavatory exposed water and waste piping, provide "Lav Guard" or "Trap Wrop" pre --fit insulation. Color to be ivory or taupe. 3.3 Flexible, elastormenc, expanded closed cell insulation A. Slip Insulation on piping before piping and fittings are assembled keeping sritting of insulation to a minimum. B. Longitudinal joints, as necessary, to be at top of pipe. C. Seat butt joints and longitudinal "sfits" with joint sealer. D. Wrap valve bodies and fittings with insulation and seal with adhesive. END OF SECTION SECTION 22 1116 - DOMESTIC WATER PIPING PART 1 - GENERAL L1 SCOPE A. Provide piping and installation as described in Contract Documents. 1.2 SUBMITTALS A. Required for all products. PART 2 - PRODUCTS 2.1 STANDARD PIPE AND FITTING CLASSES A. General: Pipe classes listed in Pipe and Fitting Schedule are to be used. Standards are to be latest revision, B. Pipe and Fittings: I Class G: Pipe: ASTM BS$, Type L. hard drawn copper water tube. Fittings. ANSI B16.22, wrought copper, sorrier joints. Threaded ends: ASME B1.20.01 2. Class H: Pipe: ASTM B88, Type K. Soft drawn copper water tube. Fittings: ANSI 816.22, wrought copper, brazed joints. 2.2 UNIONS AND FLANGES A. Unions: 1. Provide unions at each threaded or soldered connection to equipment and tongs as indicated on the drawings. 2- Unions shag be located so piping can be easily disconnected and of type specified in fotowng schedules: Screwed Copper or Brass Pipe, Sizes: 2" and smaller. Union 150 b. cost bross, ground joint, brass to grass seat, with threaded ends. 2.3 PIPE JOINTS A. General: Pipe and fittings shag be mounted using methods and materials recommended by manufacturer, in conformance with standard practice and applicable Codes. Cleaning, cutting, reaming, grooving etc., shat be done with proper tools and equipment. Hacksaw pipe cutting prohibited. Piping shall conform to ANSI Standard 8 3€1 as applicable. B. Copper and Brass PiO4 1. Above Grade Soldered Joints ASTM 832: Pipe cut evenly with cutter, ream to full inside diameter; end of pipe and inside of fittings thoroughly clewed and polished. Joint uniformly heated, and capillary space completely filed with solder, leaving full bead around entire circumference. a. All Copper Piping and Joints: Sweat copper type with 95/5 or 96/4 tin -antimony solder or silvabrite 100 solder or approved equivalent. b. Valves, Cost Fittings or Brame Fittings. Harris Stay-Silv-15 or Handy & Harmon SII -Fos. c. Use orgy lead free solder. 2. Screwed joints: Use Teflon tape or Teflon liquid dope applied to mate threads only. 3. Below - Grade Brazed Joints ANSI/AWSC5.8 a. Brazed using following type rod. 1) Copper to copper connections. a) AWS classification SCUP --4 copper phosphorus (6% silver). b) AWS classification BC UP -5 copper phosphorus (15% saver). 2) Copper to brass or copper to steel connections. a) AWS classification Bag -5 silver (45% silver). 3) Do not use rods containing cadmium b. Brazing Flux 1) Approved manufacturers - a °Stay -Sig White Brazing Flux" by J.W. Harris Co. b� High quality silver solder flux by Handy & Harmon. PART 3 - EXECUTION 3.1 PIPING INSTALLATION: A. General: Piping installed approximately as indicated, direct as possible without unnecessary offsets or fittings and parallel with building fines. Vertical risers plumb. All valves accessibly located. B. Slopes: Horizontal piping shall slope uniformly without sags or humps to provide for complete drainage of systems and erdminotion of air. Low points shall hove drain valves, accessibly located. END OF SECTION SECTION 22 1117 - PEX PIPING PART 1 - GENERAL 1.1 STANDARDS A. ANSI/AGA LC -1 1.2 SUBMITTALS A. Required for all items. PART 2 - PRODUCTS 2.1 SYSTEM COMPONENTS: A. Tubing: Cross-link polyethylene listed to ASTM F876 and F877 and certified to NSF Standards 14 and 61. Test to pressure 100 psi. B. Appurtenances: Mantfold, fittings, adaptors, plugs, bend supports, fasteners, stop valves, fittings, firestop sealant and tools. C. Coke Code I Cold Water Blue or White 2. Hot Water Red D. Manufacturer: Wirsbo, Vanguard, Zurn Pex. PART 3 - EXECUTION 3.1 INSTALLATION A. System to be installed in accord with the uniform Plumbing Code as amended by the State of Oregon, latest edition and manufacturers installation instructions. B. Piping may be used for, 1-1/2" and less. 3.2 TESTING A. Test cormpiete system at 100 psL 3.3 PEX PIPING A. PEX piping must be insulated per State of Oregon Code. END OF SECTION SECTION 22 1119 - DOMESTIC WATER SPECIALTIES PART 1 - GENERAL 1.1 SCOPE A. Provide domestic water specialties and their installation as described in Contract Documents. 1.2 SUBMITTALS A. Required for of items. PART 2 - PRODUCTS 2.1 ACCESS PALLS A. Fire rated, all surfaces; U.L. Listed 16 gauge flanged steel frame, 20 gauge steel door with conceded pin hinge and screw driver security latch/lock system. Prime coat. B. At surfaces; 16 gauge flanged steel frame, 14 gauge steel door with concealed pin hinge and screw driver security latch/lack systen-L Prime coat. 2.2 WATER FLEX13LE CONNECTOR A. Brosscraft "Speedi Plumb Pius" 3/4" and less, Falcon Stainless, Inc., 1" and larger, or approved equivalent. Must be rime size of cold and hot water to and from heater. PART 3 - EXECUTION 3.1 Provide and instal water flexible connector at cold and hot water inlet to water heater. 3.2 Provide and instal access panels where indicated on drawings. END OF SECTION SECTION 22 1316 - SANITARY WASTE AND VENT PIPING PART 1 - GENERAL 1.1 SCOPE A. Provide and instal waste and vent piping systems within buildings to termination on site as indicated on Contract Drawings. 1.2 SUBMITTALS A. Required for of products. PART 2 - PRODUCTS 2.1 STANDARD PIPE AND FITTING CLASSES: A. General: Pipe classes listed in Pipe and Fitting Schede are to be used. Standards are to be latest revision. B. Pipe and Fittings: 1. Class M; ABS-DWV: Pipe & Fittings: ASTM 02751 Solvent Cement: ASTM D2235 -93a OR PVC-DWV: Pipe & Fittings: ASTM D2665-94, D2122-90 ASTM 03311-92 Solvent Cement: ASTM D2564--80 At the above to be listed in the Latest Edition of the UP.C. and marked with IAPMO Label. 2.2 PIPE JOINTS A. General: Pipe and fittings shall be mounted using methods and materials recommended by mcmufocturer, In conformance with standard practice and applicable Caries. Cleaning, Cutting, reaming, grooving, etc., shag be done with proper toots and equipment- Hacksaw pipe cutting prohibited. B. ABS System Joints: 1. Solvent cement, gosket-type or special procedures per manufacturer's recommendations and IAPMO Standard 1S 11-87 as indicated in the latest edition of the Uniform Plumbing Code. C. PCV--DWV Joints: 1. Solvent cement, gasket -type or special procedures per monufacturer's recommendations and lAPMO Standard 69-95 as indicated in the latest edition of the Uniform Plumbing Code. PART 3 -- EXECUTION 3.1 INSTALLATION A. General: Piping instated as indicated, direct as possible without unnecessary offsets or fittings and parole] with building fines. Vertical rises plumb. S. Slopes: Horizontal piping shall slope uniformly without sags or humps to provide for complete drainage of systems. Drainage piping shall slope at 1/4 inch per foot minimum. END OF SECTION SECTION 22 3300 - ELECTRIC WATER HEATERS PART 1 -- GENERAL 1.1 SCOPE A. Furnish and install electric water heaters ars specified in Contract Documents. 22 SUBMITTALS A_ Required for ail products specified and/or scheduled on drawings. PART 2 - PRODUCTS 2.1 ELECTRIC WATER HEATER A. General: Provide electric water heater with glass fined tank, gloss fiber insulation, heavy gauge steel jacket, 150 psig working pressure, UL fisted, rnognesilrm anode with thermostat stepped electric heating, dole pole manual reset high Irrnit immersed thermostat. B. See plans for capacity. C. Manufacturers: Lochinvar, Rheem, Rudd, A.O. Smith, Bradford White and State. D. Heater labeled to meet ASD RAE 90A standard. 22 SEISMIC BRACING FOR WATER HEATER A. As momfoctured by Spacernacer Model No. E-25 for 55 gallon tcpilcs and below. Use E-50 for tanks above 55 gallon to 100 gallon tads. 2.3 ACCESSORIES A. Thermal Expansion Absorbers 1. Bladder type for use with potable waiter systems, 2. Acceptable Products - a. Therm--X-Trot ST -12 by Amtrol PART 3 - EXECUTION 3.1 Electric Water Heaters on Concrete Floors: Provide wood or steel stand with minimum of R--10 insulation between floor and bottom of heater. 3.2 Pipe PTRV discharge to termination as indicated on drawings. 3.3 Anchor water heater to wall using two (2) anchor straps. Faster, anchors in accordance with manufacturers recom iendations and as construction dictates. 3.4 Provide and instal water flexible connector at cold and hot water inlet to heater. 35 Install thermd expansion absorber per manufocturer's recommendations and hawing details. END OF SECTION SECTION 22 4000 - PLUMBING FIXTURES AND APPURTENANCES PART 1 -- GENERAL 1.1 SCOPE A. Furnish and install pl iribing fixtures specified and/or scheduled on drawings. 1.2 SUBMITTALS A. Required for all products. 1.3 FIXTURE MANUFACTURERS A. Drainage Products - 1. Smith 2. Watts 3. Zurn 4. Prior approved equivalents. See Plumbing Schede. B. Vitreous Chino - 1. American Standard 2. Kohler 3. Zurn 4. Crane 5. Prior approved equivalents. See Plumbing Schedule. C. Faucets -- 1. Delta D. Stainless Steel Fixtures - 1 Just 2. Etkay 3. Acorn 5. Prior approved equivalents. See Plumbing Schedule. 1.4 FIXTURE TRIM & APPURTENANCES A. Furnish and install plumbing fixtures with necessary trim, stops and traps. 1. Furnish and instal stops with escutcheons at sink, lavatories, water ciosets. a. Stops: 1/4 turn ball valve by BrassCraft, McGuire, or Zurn. Connect with flexible chrome plated tube or NSF flexible connector, 2. Furnish and install 17 gauge chrome plated brass P -trays. Trap arm with soldered bushing. 3. Aerators and pop -ups completely vandal proof. Trim with replaceable and interchangeable assemblies. Hot and cold water faucet to open towards center. 1.5 PIPING: See Sections 22 1116, 22 1117, 22 1316 - PIPE AND FITTINGS A. Waste Above and Below Floor Class M B. Vent Piping Above and Below Floor: Class M C. Potable Water Above Grade: Class G or PEX D. Potable Water Below Grade: Closs H or PEX 1.6 CHLORINATION A. Generali Upon completion of at tests and necessary replacements, all new domestic water piping shat be disinfected. Chlorination shag be accomplished by personnel in employ of firm licensed in this specialized type of work. After work has been accomplished, provide the Owner and Architect a statement from the laboratory indicating the water is suitable for human consumption. Engineered Control Products Inc. B. Method: The system shot be charged with a chlorine solutions of at least 50 PPM residual chlorine. The solution shot be distributed evenly throughout the system. The strong chlorine solution shag remain In the system for a minimum of 24 hours. The strength of the solution shat be confirmed of over 10 PPM at the end of the 24 hours period. Alternate method per UPC allows use of solution at 200 ppm for 3 hours. C. Somplm Bacteriologicol samples shat be submitted to a certified laboratory who shall certify that the water is suitable for drinking. 1.7 CLEANOUTS A. General: Provide Jay R. Smith, Watts, or Zurn, cleanouts where indicated, and required by Code. Some size as main with maximum size of 4". 1. In floors, nikaloy finish, Smith 4023. 2. In wails of finished space, Smith 4472. 3. in exterior areas, Smith 4243. 4. Provide tiling flanges in toe floors_ 5. Secure cleanout cover with stainless steel flat head screws. 1.8 TRAP PRKRS A. Automatic Trap Primer Unit: Provide entire trap primer units complete as indicted with piping, valves, all equipment components and appurtenances. B. f i --Line Type: Automatic trap pricier valve Complying with ASTM -D-1784, NSF approved Smith 2699-1 with integral backcheck assembly, P.P.P Model P-1 & P-2. 1.9 TRAPS A. General: Provide traps on at fixtures connected to soil systems except for fixtures having integral traps and arrange so discharge from a fixture will not pass through more than one trap before reaching sewer. All traps slag hove seal of not less than 2" nor more than 4". B. Exposed Traps: Exposed traps for fixtures shall be chromium plated brass tube as specified under Fixtures. 1.10 PLUMBING FIXTURES INSTALLATION A. General: Provide new plumbing fixtures of type specified on drawings and quality shown. 1. Fixtures: Complete with fittings, supports, fastening devices, faucets, valves, traps and appurtenances required. 2. Vitreous Ware: Non-obsorbent china of even color or unmarked. 3. Porcelain Lined Vlore constructed of smooth, sound iron castings, property finished and provided with first quality high temperature enaarnel. 4. Warranty: AN fixtures warranted not to craze, color or scale. 5. Escutcheons: Bross chrome plated. 6. Fixtures set connected to soil, waste, vent and water supplies in neat, finished and uniform manner. 7. Connections: Equal height, plum and set at right angles to flaw, wall or both unless otherwise required or specified. 8. Fixture Locations. As shown on Architectural Drawings. 9. For counter mounted fixtures provide white silicone calking compound, Dow Corning #780 or G.E. Construction Sealant on counter top before inserting lavatory to ensure proper seal. Cauca under rim of fixture before inserting into counter. 10. Seal faucets to lavatory with plumbous putty under faucet. 11. At gaskets and compression rings to be neoprene rubber. Wax is not allowed. 12. Instal shutoff and union upstream of trap primer. Adjust trap primer for proper flow to maintain trap seal. 13. Secure water closet to flange with brass toilet bolts, brass plated toilet bolts not allowed. 14. Handle on flush tank ADA water closet to be located on wide side of stag. 1.11 PIPING INSTALLATION A. Set floor drain drainage flange and flashing collar slightly below membrane revel. B. No water piping is to be wired or supported in any other way from waste or vent system. Pitch water lines to low points and provide bag type hose end valve With cads and chain. C. Provide and install polished nickel plated split -plate escutcheons of sufficient diameter to cover pipe sleeves where exposed pipes go through wars, floors and ceilings. END OF SECTION SECTION 23 0500 - COMMON HVAC REQUIREMENTS PART 1 GENERAL 1.1 DESCRIPTION A. Related Documents: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specifications Sections, apply to work of this Section. 1.2 SCOPE A. Provide labor, material Nand complete system described and shown. Provide any incidental work not shown or specified which can reasonably be inferred or token as belonging and necessary. 1.3 DEFINITION A. "Contractor" as used in this Division refers to Mechanical Contractor. R"Approvar means approval of Architect. C. "Provide" means furnish and install completely. D. "Or approved equivalent" implies during substitution request prior to project bid. 1.4 BONDING A. Check Division 01 for bonding requirements. 1.5 CODES AND STANDARDS A. General 1. The heating, ventilating and air conditioning system shall be updated and modified in accordance with the following codes and standards, but in no instance shy the standards be less than the requirements set forth herein. a. National Electric Codes b. State Department of Public Safety C. Standards of Underwriters' Laboratories (U.L) d. American Standards Association (ASA) e. Occupational Safety and Health Act (OSHA) f. Local Governing Codes g. Air Moving and Conditioning Association (AMCA) h. American Society of Heating Refrigeration and Air Conditioning Engineers (ASHlRAE) 1. Sheet Metal and Air Conditioning Contractors Natiorid Association (SMACNA) j. Corrolonce with all applicable local, state and federal codes and regulations. Conform with regi lotions of National Fire Protection Association. k. A.R.I. - Air Conditioning & Refrigeration institute 1. E.T.L. - Electric Testing Laboratories 1.6 PERMITS A. Obtain and pay permits and licenses rewired. B. Pay for and obtain inspections by State and local bodies as required to show compliance therewith. 1.7 MATERIALS A. Except as otherwise permitted by specification designation all material shag be new of standard make and where arpiicabre, conform to ASMtE, NEPA or other requirements and have UL listing. Select equipment to fit space provided, 1.8 MATERIAL SUBSTITUTIONS A. Use of brand names is for the purpose of description and fixing quality and does not eliminate requirements of meeting specifications. B. Requests for review of other brands per INSTRUCTIONS TO BIDDERS. C. Submit certification of specification compliance or a statement of variations with request for review or request wig not be considered. D. Equipment arrangement is based on we specific manufacturer but intended to be typical of the maces approved. Spaces allotted on drawings for equipment are maximum. Equipment requiring more floor space or larger service area wit not be acceptable. E. "Or approved equivalent" requests for review shat be processed during project bid period prior to bid and contract award. See instructions to bidders in Section I F. Where the word "only" follows a manufacturer s name and model number, no other product wig be considered. 1.9 SUBMITTALS A. Product Data: After award of contract and before starting work, submit (7) complete sets of equipment brochures to Architect for review. I Format of Subnnittols o. Provide section in submittal for each manufactured Item. b. Include name, address, and phone number of each supplier. C. Submittals 1) Shat be delivered to Architect for approval (15) working days prior to ordering of equipment for processing. 2) Partici submittals will not be accepted and wig promptly be returned as disapproved (in the event that resubmittals are required, unless otherwise noted, resubmit only the required items.) See Section 013000. 3 Band in 3 --ring binder with hard cover 4 Section and tab each portion of submittal data corresponding to this Specification -- Label each item to correspond with specifications i.e., 23 3713 -- Lobei each item to correspond with contract documents I.e., Diffusers 5) Submit Manufacturer's catalog data for each manufactured item. 6) Include and underline/highlight pertinent dimensional and rating data, manufacturer, model number, figure number relating to specific item. 7) Include and underline information showing performance comprionce, Le., cfm, capacity, etc. PART 2 PRODUCTS - Not Used PART 3 EXECUTION 3.1 CLEARING UP A. Keep premises free from waste material and rubbish and at completion of work remove all rubbish and surplus material, leaving job "broom clear. 3.2. CHANGE ORDERS A. Should changes be authorized which in the opinion of Contractor requires additional payment, do not start work until receiving written notice from Architect. 3.3 GUARANTEE A. Guarantee equipment and installation, per Division 01 General Requirements. Include written guarantee of compliance stating repairs and replacement of defective equipment and workmanship will be corrected at no expense to Owner. 3.4 TEMPORARY SERVICES A. Temporary water and sanitary services by General Contractor. 3.5 VISITING PREMISES.- A. REMISES:A. Contractor, before submitting his bid on work, must visit site and familiarize himself with aat visible existing conditions. No additional allowance wig be granted due to lock of information of vises existing conditions. B. The submission of a bid will be considered and acknowledgment on part of bidder of his visitation to site. 3.6 EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE A. At the time of examining the drawings, specifications and site and prior to submitting a bid, the Contractor shall make certain he understands at requirements thoroughly. B. If, in the opinion of the Contractor, there are omissions or conflicts in drawings or specifications, the Contractor shall clarify those points with the Architect before submitting the bid. C. The omission of the expressed reference to any item of labor or material necessary for the proper execution of the work, in accordance with present day practice, shot not relieve the Contractor from furnishing and installing same. D_ Drawings are diagrammatic and do not show all offsets, bends, elbows, etc., which may be required for proper installation of work. Such work shat be verified by Contractor at building site. Provide additional bends, offsets as required by riser and main locations, or other conditions, to complete work at no additional cost. Right is reserved to make reasonable changes in outlet locations prior to roughing -in at no additional cost. E. Drawings and specifications are complementary and what is called for by one shalt be as binding as if called for by both. Items indicated are not necessarily included in Specifications. F. Coordinate with General Contractor to provide Construction Schedule for Owner approval. 3.7 COORDINATION A. Study Architectural, Structural, and Electrical Drawings to the end that there is no conflict between Mechanical work and work of other trades. Verify exact distances and availoble space to provide equipment consistent with room allocated. 3.8 SUPERVISION A. Maintain qualified supervisory personnel on job to coordinate work and space utilization with other trades involved Supervisor must be completely familiar with operations and requirements of equipment being installed and be responsible for job during entire construction period. Prior to request for find inspection, be certain that equipment and controls are functioning properiy. B. Supervisor shag answer at service cats and con- Saints by the Owner for the first thirty days of system operation. Provide Owner with necessary names and phone numbers. C. Mechanical drawings and specifications are arranged for convenience only and do not necessarily determine which trades perform various portions of work. D. Before shutdown of any utility service for new connections, coordinate with and notify Owner, City and utility. 3.9 SAFETY A. In accordance with generally accepted construction practices, Contractor is solely and completely responsible for conditions of job site, including safety of persons and property during performance of work. This requirement applies continuously and is not limited to normal working hours. B. Compliance with Federal Department of labor Occupational Safety and Health Administration Standards, latest Edition, will be responsibility of Contractor. Equipment, service plotforms, belt guards, etc., to meet OSHA requirements. C. Eng'ineer's construction review is for determining compliance with technical provisions of contract documents and is is no way intended to include review of Contractor's safety measures in, on, or near Construction Site. See Architectural General Conditions 3.10 MAINTENANCE DATA AND OPERATING INSTRUCTIONS A. Provide 3 copies for approval in 3 -ring hard cover notebook prior to acceptance of installation. Section and tab each portion to correspond to this Specification 1. System balance logs and drawings. 2. As -Built Drawings. 3. A brief, type -written description of system and how it functions. 4. Momfacturer's literature for equipment. Complete sets of manufacturer's instructions for operation and maintenance of mechanical equipment, including replacement parts lists, wiring diagrams, belt type and size if belt driven, type of bearings on unit and motor, control diagrams and literature, bound in 3 -ring notebooks. Provide suppliers directory with subcontractors and suppliers names, addresses and telephone numbers. 5. Instruct Owner's representative in operating system and on each item of equipment and its maintenance. 3.11 AS -BUILT DRAWINGS A. Record changes in concealed piping runs, equipment locations or other pertinent information on a set of drawings. At close of job, transfer changes to clean set" of black lines and turn over to Architect. Final payment will be withheld pending receipt of "As -Built Drawings' 3.12 EQUIPMENT PROTECTION A. Generalt Keep all openings closed with plugs or cops to prevent entrance of foreign matter. Protect all ductwork, fixtures, equipment against dirt, water, chemical, or mechanical damage, both before and after installation. Temporary cap at ductwork at the end of each work day. Provide caps on at ductwork when rough -in is complete. Do not remove until finish or for temporary heat. Any equipment or apparatus damaged prior to final acceptance shall be restored to orig'mol condition or replaced at no additional cost. B. Store in clean dry area. Leave in shipping container or provide plastic sheet to entirety cover. Do not allow to sit on concrete or grade. Provide 2 x 4's or plastic sheet for equipment. Wrap with plastic sheet. Failure to comply with above will result in rejection and removal of equipment. C. Return and exhaust air systems shall not be used during construction. At duct rough -in openings into return and exhaust air systems shall be sealed air tight. After installation of flexible duct and gries, seal grilles air tight. Architect will approve removal of seals when space is clean mid ready for air balaxnce. Balancing Contractor will remove seeds. 3.13 CLEANING A. Replace filters in air moving equipment operating during construction prior to turning job over to Owner. 3.14 LUBRICATION A. Lubricate equipment properly before being put into service. 3.15 PAINTING A. Materials shag comply with Section 09 9000. B. Surfaces shag be prepared and point applied in accordance with Section09 9000, Painting. C. Items Pointed: Miscellaneous Metol: Apply one coat of primer followed by one coat of rust - resisting enarrid to any uncoated (bare) metal and to call surfaces where factory applied finish is broken including threads of galvanized pipe, steel hangers, rods, anchors, grilles, bases, supports, and equipment. Sheet Metal: Apply one coat of flat black point to the inside of untined ducts visible through grilles and registers from finished spaces. 3.16 F.IECTRIC CONNECTIONS A. Electric Contractor runs wiring, provides and Instals disconnect switches, mounts starters and makes tine voltage connections to equoment furnished under this Contract unless noted under Specific items. Wiring by Mechanical to conform to Electrical Division wiring methods. 3.17 CUTTING AND PATCHING A. Prior to cutting any existing work, locate all concealed utilities to eliminate any possible service interruption or damage. B. Provide information to General Contractor as to where finished surfaces must be cut and restored to original conditions. 3.18 TESTS A. Testing Equipment: Provide all necessary pumps, gouges. connections and similar items required to perform tests. B. General: 1. Test ductwork prior to connection to elAx hent. 2. After completion of requirements above and immediately before stating tests, dean or replace air filters. 3.19 TEMPORARY HEAT A. The mechanical system may be used for temporary heat under the following conditions: 1. Approval of use by Owner's Representative. 2. The return and exhaust air ductwork is tightly sealed prior to the return and exhaust air grilles. 3. The units run on all outside air and the outside air temperature is above 40 degree F. 4. Fitters are in place in the units and changed frequentiy (every 14 days moximum) to prevent aaccurrilation of dirt on the fins of the col. 5. If the filters are not frequently changed, the Contractor will have the cogs in the units steam clewed at his expense to original factory conditions. 3.20 BENEFICIAL USE A. When Contractor determines work is substantially complete and ready for beneficial use, request inspection to establish date of substaantial completion in ERIC LANCIAULT ARCHITECT 3016 nw gravenstein street camas, Washington 98607 v. 360.798.3801 f. 360.833.0585 Larry L Grimes Engi leeC 7510 NE. YA WIM Va 0R %% 100 YNl00lan!ER, NU 99662 (36a) rA-W4 I -ML 11101111 KI 7820 EV Jt1NE 30. kl3 A A A Z�zl_'�A A REVISIONS DATE INTERDENT 1101 SE Tech Center Drive Suite 195 Vancouver, WA 98683 A r- 4 6"1 d IR DENTAL DENTAL OFFICE TENANT IMPROVEMENTS TIGARD TOWNE SQUARE SHOPPING CENTER 16200 SOUTHWEST PACIFIC HIGHWAY SUITE S TIGARD, OR 97224 ISSUE DATE: 6 April 2012 JOB NUMBER: 323 H W H SPECIFICATIONS F UJ MS0v02 c CL T m a tis i-� 00 66 �r ani a C6 v ca CD co 2 U') 00 a N Cn accordance with Division 01. 3.21 START-UP A. Provide start-up, test and adjustment of each item of mechanical equipment by qualified field personnel. Coordinate controls furnished with equipment and system operating controls. Calibrate and integrate to operate as specified, Systems balancing can be uncompleted at this time. B. Coordinate with General Contractor to establish a substantial completion date. General Contractor to notify Architect of same. 3.22 FNAL INSPECTION A. Final Inspection shall take place after all Substantial Completion Inspection "punch list" items have been cornpleted and the enclosed request form and completion documents have been received by the Architect. Review of "As Built Drawings", Balancing Logs and "0 & M" manuals will be done at this time. END OF SECTION SECTION 23 0593 - TESTING, ADJUSTING AND BALANCING FOR HVAC PART 1 GENERAL 1.1 SCOPE A. Provide all necessary instruments for testing, adjusting and balancing of HVAC systems. 1.2 DESCRIPTION A. Provide the services of an independent firm as specified hereafter; specializing in the balancing and adjusting of air and water systems (should not be associated or owned by the Contractor). The work generally to include the following: 1. Adjust supply, return and exhaust volumes to the amounts shown, within 5X variation except as approved (10% total varication out -to -out). 2. Adjust outside air dornpers for minimum outside air requirements indicoted.. 3. Adjust fan speeds and motor drives for required air volumes. 4. Provide equipment data for all fans with equipment identification, motor data, drive data and operation data on motor. 5, Test rooftop units in full cooling mode with clean air filters. 1.3 Test and Balance firms: Air Balancing Specialty, Inc.503230.2332, Precisionaire Northwest, 503,651.3120. Neudorfer Engineers, Inc., 503-235-8924. PART 2 PRODUCTS - Not Used PART 3 EXECUTION 3.1 PROCEDURES A. The air system is to be adjusted in accordance with standard procedures and recognized practices of the Associated Air Balance Council and as approved by the Architect. B. Air System Balancing 1. Minimize throttling losses caused by balancing dampers and other restrictions. 3.2 SUBMITTALS OF BALANCING A. Complete balancing log of at air outlets indicating actual field measured air volume and percentage of design air volumes. Provide Drawings identifying location of all outlets. B. Complete equipment data sheets, indicating actual equipment performance, model numbers, bearing and belt data. motor nameplate data, and final balanced motor data. C. Additiaxx$ Data: Provide al additional data as provided by Associated Air Balance Council (AABC) Standard forms D. Provide six copies of the above completed information to the Architect for review and insertion into the Operating and Maintenance Data. 3.3 COMFORT BALANCE A, The Balancing Contractor shat visit the site 14 days after final balance and make adjustments to the system to provide for specific areas of tenant complaints END OF SECTION SECTION 23 0700 - HVAC INSULATION PART 1 GENERAL 1.1 SCOPE A. Provide aid install HVAC insulation as described in Contract Documents. 1.2 SUBMITTALS A Required for all iterns. PART 2 PRODUCTS 2.1 DUCT INSULATION A. Description. 1. External Insulation a. 1.5 Ib./cu.ft. density loss fiber blanket with vapor barrier jacket, k of 0.24 at 75 degree F meat temperature difference, similar- to Manville "Microlite" with FSKL jacket. b. Double layer of polyethylene bubbles sandwiched between 2 layers of reflective aluminum sheet, anti -bacterid. installed tight to duct R-4.3 vapor barrier less than 0.02 perms TVM or equivalent. Tape - Venture 1581A aluminum foil coated, pressure sensitive adhesive, UL -181A -P and UL181B-FX, nFoil or equivalent. 2. Internal insulation: Mott faced acoustical board with thermal conductivity not to exceed 0.23 at 75 degree F mean temperature, and a minimum sound absorption coefficient of 0.50 at a frequency of 250 or 0.75 at a frequency of 1000. CL Must not use glue -on insulation holding devices in interior ducting. b. Manville "Linacoustie with anti-baacterld coating. INSULATION DUCT LOCATION R -VALUE Not within conditioned space: On exterior of building, on roof, in attic, in enclosed ceiling space, in exterior walls, in garage, in crawl spaces. Supply air ducts above ceilings or in interior walls with HVAC equipment supply air temperature < 55 or > 105 degree F. R-3.3 NOTE: Requirements apply to supply ducts, whether heated or mechcnicaally cooled. Mechanically cooled ducts requiring insulation shall hove a vapor retarder, with a perm rating mat greater than 0.5 and all joints seatled_ (1). With approved weatherproof barrier. PART 3 EXECUTION 3.1 DUCT INSTALLATION A. Install in accordance with manufacturer's recommendation. External insulation with joints and seams lapped 3' minimum uxt stapled 3" on center; wired where required. Ben)arrnin Foster 85-20 adhesive utilized as required. Lop insulation a minimum of 6' and sed vapor barrier jacket to duct surface where insulation types meet. B. Instol mot finish surface on air stream side. Secure insulation to cleaned sheet metol duct with continuous 100 percent coot of adhesive and with 3/4 inch long rmchanicdl fasteners 12 inches on center maximum and at no more than 2" from any cut or exposed edge. Pin all duct liner. t Adhesive to be water based, Dano -Dyne WSA, Hordeost 1A-901, United McGill Uni-tack or approved equivalent. 2. Mechanical fastener to be Duro-Dyne with NC -1 nylon stop dips or approved equivalent. Glue -on type not allowed. C. Accurately cut Finer and thoroughly coot ends with adhesive. Butt joints tightly. Top and bottom sections of insulation shag overlap sides. If liner is all one piece, folded corners shah be tight against "tai Ends shaag butt tightly together. D. Provide sedant on all exposed and or row edges and sheet joints such as United Duct Seater, water based, or approved equivalent. 3.2 APPLIED LOCATIONS A. Supply Duct 1. Externally or internally insulated. 2. Internal insulation required where indicated on drawings. B. Return Duct 1. Not required within building envelope unless noted for internal insulation on drawings. C. Exhaust Duct 1. Not required within building envelope unless noted for internal insulation on drawings. SECTION 23 0900 - INSTRUMENTATION AND CONTROL FOR HVAC PART 1 GENERAL 1.1 COMPLETION REQUIREMENTS A, Upon completion of the work, the Contractor shall instruct operating personnel and provide three (3) complete sets of operating and maintenance instruction booklets. Provide one (1) hour of time to instruct Owner's personnel in operation of the system. PART 2 PRODUCTS 2.1 TEMPERATURE CONTROL WIRING A. AI control wiring (line voltage or low voltage), required to complete the temperature Cartrol System, system shall be installed by the Contractor in accordance with Division 16 and all Electrical Codes. Do not provide more than 9 wires in any conduit for power wiring. 2.2 120 VOLT WIRING A. 14 gouge stranded, 600 volt insulation minimum. 2.3 LOW VOLTAGE WIRE A. Type THHN conductors of not less than 18 gauge stranded and with two wires for each run. 2,4 THERMOSTAT CABLE A. 8 or 12 conductor - 18 AWG solid capper vire insulated with high density polyethylene enclosed in brown PVC jacket_ PART 3 EXECUTION 3.1 INSTALLATION A. The control equipment and connecting wiring shag be Installed in a neat blend workmanlike manner- by trained mechanics. 3.2 At exposed conduit shah be run parallel to or at right angles to the building structure, and shall be concealed in all finished spaces_ 3.3 Ag concealed temperature control wiring shall be in accord with NEC latest edition. 3,4 Provide conduit in wag or on cokurm for all thermostat wires. A. Remove thermostat from existing location and instal where Indicated on drawings. B. Provide junction box for mounting of thermostat at 4'-0" above finished floor. 3.5 COOLING ONLY THERMOSTAT A. Honeywell T87F with TG587F guard. B. Mount thermostat on junction box at location indicated on drawings; calibrate, set 70 degree F Coding.. 3.6 EXISTING COOLING/HEATNG TIME SWITCH THERMOSTAT A. Mount thermostat on junction box at locations indicated on drawings; calibrate. Set 75 degree F. coding and 70 decree F. heating, occupied hours; 80 degree f cooling, 62 degree F heating during unoccupied hours. Set evaporator fan to run continuously during occupied hours, intermittently during unoccupied mode. B. Units with economizers, provide wiring and relays to integrate refrigeration and economy cycle operations. Set refrigeration to operate at 55 degree F and above. 3.7 Provide all wiring, relays and additional control items to make complete and operating systems. PART 4 - SEQUENCE OF OPERATION 41 EXISTING ROOFTOP UNITS A. Evaporator fan to operate continuously with outside air damper open during occupied hours. Fan runs intermittently during unoccupied hours. Fire/Life Safety and integral unit mounted smoke detector stops unit functions and doses outside air damper. B. Cooling and/or heating enabled from thermostat. At 55 degree F and below, cooing from economizer control modulation of outside and return air damper. Refrigeration cooling above 55 degree F with outside air damper 1009. open. Outside air damper returns to minirrx tin position at 75 degree F outside air temperature and on cd for heating. C. Outside air damper fails to dosed position. 4.2 CEILNG EXHAUST FANS, CEF-1, 3, 4, 5, & 6 A. Enabled/disabled from light switch by Division 26. 4.3 CELING EXHAUST FAN, CEF - 2 A. Enabled/disabled from cooling only thermostat to maintain setpoint temperature. 4.4 EXHAUST FAN, EF -1 A. Operates continuously. END OF SECTION SECT09 23 3113 - METAL DUCTS PART 1 GENERAL 1.1 SCOPE A. Furnish and install metal ducts and related products as described in Contract Documents. 1.2 SUBMITTALS A. Duct Sealer PART 2 PRODUCTS 2.1 ABOVE GROUND METAL DUCTS A. Ducts, plenum chambers and casings of zinc coated, lock -forming quality steel sheets meeting requirements of ASTM A653 with G 60 coating. B. Standards: AI ductwork shill conform to latest ASHRAE, SMACNA, NFPA 90 A, and UL requirements. C. Round Ductwork 1. Up to 14" in diameter - "Snap -Lock" longitudinal seam type. D. Duct Hangers kind Supports: AD duct hangers and spacing for low pressure, round and rectangular ductwork shall conform to latest SMACNA Standards unless otherwise indicated. E. Supplementary Steel: Provide all necessary supplementary steel for support or attachment of equipment and duct supports in shafts and between building structural members. 2,2 DUCT SEALER A. Approved Products 1. 1,32 by Duro Dyne 2, Versa Grip 102 by hordcost Inc. 3. Water Base Duct Sealer by United McGlt Corp. PART 3 EXECUTION 3.1 Fabricate ducts to be straight and smooth with joints neatly finished. 3.2 GENERAL A. Where internal acoustic insulation is required, increase duct size to provide clear inside dimensions shown, with interior surfaces to unlined duct alignned with surface of internal insulation at transition point. B. Metal Ductwork 1. Bare Metal Rectangular Ductwork: "S" and drive, Pittsburgh and Government locks or "Ductmate" or "Word" shall be used for all low pressure rectangular duct except for exterior ductwork. 2. 1" Sound Attenuated Metal Rectangular Ductwork: "S" and drive, Pittsburgh and Government locks or "Ductmote" or "Ward" shag be used for aaI low pressure rectangular duct except for exterior ductwork. C. Round ductwork with couplings with duct sealer applied to inside; 1" minimum overlap. Sheet metal screw at 90 degree all around. 3.3 SEALING A. Duct Sealing: t Seal all longitudinal ductwork seams. 2. Seal all transverse joints. Not required for "Ductmote", "Ductr nate Junior", "Ward", or "TDC" joints unless undo pressure loss occurs. 3. Seal all Snap -Lock elbow gores. 3.4 HSTALLATiON A. Ductwork 1. Erect all duct work true to (lmensions Indicated, straight and smooth on inside with neatly finished joints lapped in direction of air travel. 2. Instal supply ducts above return or exhaust ducts where possible, provide long, straight duct crops to diffusers for proper diffuser performance. 3. Change in duct size or shape necessitated by interference with other work shall be mode using rectangular equivalents of equal friction loss without extra cost. END OF SECTION SECTION 23 3116 - NON-METAL DUCTS PART 1 GENERAL 1.1 SCOPE A. Furnish and install non-metal ducts and related products as described in Contract Documents. 1.2 SUBMITTALS A. Required for all products PART 2 PRODUCTS 2.1 INSULATED FLE)MLE DUCT A. Assembly, including liner, vapor barrier and insulation listed under UL Standard 181 as a Class I flexible air duct and complying with NFPA standards 90A and 908. Mold and m7idew resistant. B. Factory made assembly consisting of CPE, polyethylene or polyester core bonded to a spring steel wire helix and supporting a fiberglass insulating blanket and low permeability outer vapor barrier. C. Application L Supply in conditioned spaces - R4.2 D, Manufacturer: Thermuflex tot -KE, Flexmoster equivalent or approved. 2.2 UNNSULATED FLEXIBLE DUCT A. Assembly including fiberglass cloth fabric listed lander UL Standard 181 as Glass I flexible air duct and complying with NFPA Standards 90A and 90B. Mold and mildew resistant. B. Factory made assembly consisting of coated woven fiberglass cover bonded to a spring steel wire helix. C. Application 1. Return in conditioned spaces - RO.O D. Manufacturer: Thermaflex S -TL, Flexmoster or approved. 2.3 CINCH BANDS A. Nylon, 3/8 Inch meeting flame spread of 25 and smoke developed of 50. B. Manufacturer: Panduit, Tyton or approved. 2.4 HANGER STRAP A. UL Listed for use in Return oir plenum space. B. 1-1/2 inch wide, adjustable with releosoble clasp. C. Manufacturer: Therrnoflex Flex Tie or approved. PART 3 EXECUTION 3.1 INSTALLATION A. Hong duct from structure with hanger strop at 5--0" on center maximum. B. Provide duct sealer on 3 inch metal collar, slip flexible duct onto color with minimum 3 inch coverage and secure with cinch strap. END OF SECTION SECTION 23 3300 - AIR DUCT ACCESSORIES PART 1 GENERAL 1.1 SCOPE A. Furnish and instal accessories in ductwork as described in Contract Documents. 1.2 SUBMITTALS A. Required for oil products. PART 2 PRODUCTS 2.1 ACCESSORIES A. Tuning Vanes 1, General: Provide turning vanes in rectangular miter elbows. Vanes factory or job fabricated Use factory fabricated vane spacng rails for maximum spacing of 2" on center. 2. Vane spacing rails to be minimum 24 gouge for ducts operating under 2" S.P. with single wall vanes. 3. Vone spacing roils to be minimum 24 gauge for ducts operating at 2" S.P. or over with double wall vanes. 4. Manufacturers: Tuttle & Bally "Ducturns ", for ducts operating below 2" S.P„ or approved equal Airson "Acoustiturn" for ducts operating at 2" S.P. or over, or approved equal. B f=lexible Connections 1. General: Flexible connections shall be installed on inlet and outlet duct connections of fans and ventilating units and at building expansion joints, opproximotely where indicated, Fabric shag be of weight and strength of service required, properly fitted to render airtight~ Fabric of sufficient width to provide minimun space of 4" between corrected items. 2. Centrifugal Foxes: a. Supply, Return and Exhaust Systems: Thirty ounce (30 oz.) glass fabric, fire retardant and airtight, weather resistant, coated with neoprene on both sides, Ventfabrics, Inc. "Ventglos". C. Volume Dampers 1. General: Provide adjustable volume dampers at all duct junctions on low pressure supply, return and exhaust ductwork where indicated and in branch ducts for each supply, exhaust and return openings for adjusting air volurnes. Dampers installed with end bearings and regulators. a. Bearings: Provide end bearings for dampers manufactured by Young Regulator, #656; Ventlock #607. 2. Single Blade Dampers (B): a. Gener(x Single blade dopers job or factory fabricated of no less than 24 gauge galvanized steel, and no larger than 12" x 48", reinforced or crimped for rigidity, with pivot rod extending through duct. 3. Multi -Blade Damper (8): a. General: Opposed blade damper shall be factory fabricated, and used where width of singe blade damper would exceed 12" or as indicated. 4. Regulators: a. Accessible Damper: Regulators locking type with lever handle, Position indicator and lock nut as manufactured by Young Regulator #403; Ventlock #641, b. Piaster Surfaces: Regulators concealed type with lever, position indicator and lock rust enclosed in round die-cast box with female threads to accept male threaded chrome plated cover as manufactured by Young Regulator, Model 315, Ventlock. C. Acoustical Tile Surfaces: Regulators conceded type with lever, position indicator crud lock rest enclosed in deep die-cast box with adjustable threaded cover as manufactured by Young Regulator Series 15. PART 3 EXECUTION 3.1 Turnvanes installed permanently in ductwork in 90 degree elbow so that no vibration of vanes occur. 3.2 Flexible connections installed at inlet and outlet of ceiling exhaust fans. 3.3 Install regulators. In hard ceilings instal conceded type damper regulator. 3.4 Install dampers securely to duct in a manner- that damper fits against sheet metal wals, bottom and top. Cut internal insulation to allow damper to fit against wag. Seal at cut edges of internal insulation. END OF SECTION SECTION 23 3713 - DIFFUSERS AND GRILLES PART 1 GENERAL 1.1 SCOPE A. Provide and install diffusers, grilles and related iters as described in Contract Documents. 1.2 SUBMITTALS A. Required for at products. PART 2 PRODUCTS 2.1 AIR DISTRIBUTK)N PRODUCTS Following manufacturers are approved to supply air distribution equipment provided all items can be supplied to meet specifications. Anemostat, Barber -Colman, Carnes, Titus, Krueger, Metal Aire, Price. A. Modllcr Core Ceiling Diffuser 1. Steel construction, square neck with minimum of 4 cores. 2. Finish: Baked white enamel. 3. Manufacturer: Price SMCD; Frame type 6 for surface mounting and Type 34 for T-Bor mounting. B. Ceiling Exhaust or Return Grilles: (ECG) 1. Eggcrote for Installation in 2' x 4' lay in T--bor ceiling panel system or gypsum board ceiling. 2. Finish: Baked white enamel, 3. For 2' x 4' T-bor provide extensions as required for lay in application. 4. Price 80C series for surface mount. 5. Price 8OT8 for T --Bar installation. PART 3 EXECUTION 3.1 Notify Architect when building is completed to such a pont that temporary heat can be classified as permanent heat_ If the Architect ogree% remove the temporary caws from the exhaust and return ducts and complete those systems installation. 3.2 Instot ail diffusers, grilles and associated devices in accordance with Manufacture's instructions. 3.3 Adjust pattern of supplies to those shown on plans. 3.4 Correct any undesirable noise or draft problems associated with grilles, diffusers and mounted dampers. Devices with loose or vibrating parts shag be replaced. 3.5 Using white silicon caulking compound, caulk around the perimeter of diffusers and grilles at hard ceilings. END OF SECTION SECTION 23 3723 - HVAC GRAVITY VENTILATORS PART 1 - GENERAL 1.1 SCOPE A. Provide and install gravity ventilators and related items as described in Contract Documents 1.2 SUBMITTALS A. Required for all products. PART 2 - PRODUCTS 2.1 ROUND ROOF HOOD A. Spun duminum of low silhouette type. Mounting pedestal to be arranged for curb mounting. Provide with bird screen and bockdraft damper. B. Provide with factory prefabricated 8 inch high insulated roof curb. C. Manufacturer, Greenheck GRS series hood and Model CPR roof curb. Acme, Cook, Penn or approved equivolevnt. PART 3 - EXECUTION 3.1 INSTALLATION A. Secure roof hood curb to structure. Secure roof hood to curb. See detail on drawings. EZ OF SECTION SECTION 23 4100 - PARTICULATE FILTRATION PART 1 GENERAL 1.1 SCOPE A. Provide and instal filters and related items as described in Contract Documents. t2 SUBMITTALS A. Required for all products. PART 2 PRODUCTS 2.1 FILTERS A. Efficiency: Mery 11, 469 ASHRAE 521 1999 1. 2" thick for existing rooftop units. PART 3 EXECUTION 3.1 EXECUTION A. Install dean set of filters prior to air test and balance after Architect hos given approval for removal of seas over diffusers and grilles. B. Provide 2 additional sets of filters for tenant`s use. END OF SECTION F W CC H OC W d ERIC LANCIAUL"T ARCHITECT 3016 mile gravenstein street camas, washington 98607 v. 360.798.3801 f. 360.833.0585 GTNit 7820 �� q GON ExP JUNE 30. 2013 L a it8Y1S11i0N8 DATE INTERDENT 1101 SE Tech Center Drive Suite 195 Vancouver, WA 98683 GENTLE DENTAL DENTAL OFFICE TENANT IMPROVEMENTS TIGARD TOWI'NE SQUARE SHOPPING CENTER 16200 SOUTHWEST PACIFIC HIGHWAY SUITE S TIGARD, OR 97224 ISSUE DATE: 6 April 2012 JOB NUMBER: 323 SPECIFICATIONS Msos03 Larry L Mmes Engineer rd7510 NZ VANCDM Molt. OR SUM a00 VM=1i% IMA. 9iih'fi2 1,360} 2544234 E -MA L PARUCCOMWiCT GTNit 7820 �� q GON ExP JUNE 30. 2013 L a it8Y1S11i0N8 DATE INTERDENT 1101 SE Tech Center Drive Suite 195 Vancouver, WA 98683 GENTLE DENTAL DENTAL OFFICE TENANT IMPROVEMENTS TIGARD TOWI'NE SQUARE SHOPPING CENTER 16200 SOUTHWEST PACIFIC HIGHWAY SUITE S TIGARD, OR 97224 ISSUE DATE: 6 April 2012 JOB NUMBER: 323 SPECIFICATIONS Msos03 SECTION 21 1010 -- WATER BASED FIRE SUPPRESSION SYSTEM - REMODEL PART 1 - GENERAL 1.1 SCOPE A. Furnish (A materials, tabor, equipment, working plans, etc., to install a complete automatic sprinlders system throughout the areas of the project. Revise existing head locations as required for new room layouts. Provide new heads. B. The work shall also include, but not be limited to, the following items: 3. Know how to test the system. 3.6 GUARANTEE A. The entire fire protection instollation, as specified under this Section of the Specifications, shag be guaranteed for one (1) year against defective equipment, materials and workmanship. 3.7 EXTRA STOCK A. Furnish the minirnurn number of spare heads required (not less than two (2) heads of each type). Furnish in cabinet at each riser with sprinkler wrench, all in accordance with WPA Pamphlet No. 13. PART 3 - EXECUTION 3.1 GENERAL A. Instal in accord with standards referenced earlier. 3.2 INSTALLATION SCHEDULES A. As construction dictates. Shop Drawings to be complete and approved prior to any installation, 3.3 CONCEALED PiPING A. Fire protection piping shag be installed above the finished ceiling in all areas that have suspended ceiling 3.4 INSPECTION AND TEST A. Ag flushing, inspections, examinations and tests required by the authorities/agencies having jurisdiction shall be arranged and paid for by the Fire Protection Contractor, as necessary to obtain complete and final acceptance of the Fire Protection System. The Fire Protection Contractor shag derives' a copy of all certificates of such inspections to the Architect. 3.5 COMPLETION A. Complete the autorraatic fire sprinkler system ready for operation, in al respects as soon as possible. When the system is complete and ready for continuous operation, activate the system for its intended use. After the system has been activated for continuous use, water charges, if any will be paid by Owner. B. Prior to the opening date, instruct the Owner and his selected personnel in the operation of the sprinkler system. 1. Immediately recognize whether the main valves are in open or dosed position. 2. Know how to drain the system, item. 6) Include and underline/higNight pertinent dimensional and rating data, m ani facturer, model number, fixture, figure number relating to specific itern. 7) Include and underline information showing performance compliance, i.e., capacity, etc. 2. Review is for general compliance with contract documents and to demonstrate Contractor understands design concept. Review does not waive or supersede any requirements of contract documents. No responsibility is assumed for correctness of dimensions, details, or electrical characteristics. PART 2 PRODUCTS - Not Used PART 3 EXECUTION 3.1 REQUIRED WORK A. Contractor is responsible for location and size of framed openings provided by General Contractor. B. Contractor is responsible for sleeves, inserts, etc. C. Provide information to General Contractor as to where finished surfaces must be cut and restored to original conditions. 3.2 WORKMANSHIP A. Ruin piping parallel to buidin% keep ars inconspicuous as possible, and grade evenly. Set equipment plumb and true with easy access to maintenance. Off -set piping as required to provide proper and necessary clearance. B. Provide adequate clearances for repair and service of mechanical equipment. 3.3 CLEANING UP A. Keep premises free from waste material and rubbish and at completion of work remove all rubbish and surplus material, leaving job "broom clean . 3.4 CHANGE ORDERS A. Should changes be authorized which in the opinion of Contractor requires additional payment, do not start work until receiving written notice from Architect. 3.5 GUARANTEE A. Guarantee equipment and installation, per Division 01 General Requirements, Include written guarantee of comprionce stating repairs and replacement of defective equipment and workmanship will be corrected at no expense to Owner. 3.6 TEMPORARY SERVICES A. Temporary water and sanitary services by General Contractor. 3.7 VISITING PREMISES A. Contractor, before submitting his bid on work, must visit site and familiarize himself with off visible existing conditions. No adcktiond allowance will be granted due to lack of information of visible existing conditions. B. The submission of a bid wig be considered and acknowledgment on part of bidder of his visitation to site. 3.8 EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE A. At the time of examining the drawings, specifications and site and prior to submitting a bid, the Contractor shall make certain he understands all requirements thoroughly. B. If, in the opinion of the Contractor, there are omissions or conflicts in drawings or specifications, the Contractor shall clarify those points with the Architect before submitting the bid. C. The omission of the expressed reference to any item of labor or material necessary for the proper execution of the work, in accordance with present day practice, shoal not relieve the Contractor from furnishing and installing same. D. Drawings are diagrammatic and do not show oil offsets, bends, elbows, etc., which may be required for proper installation of work. Such work shag be verified by Contractor at building site. Provide additional bends, offsets as required by riser and main locations, or other conditions, to complete work at no adcltiond cost. Right is reserved to make reasonable changes in outlet locations prior to roughing -in at no additional cost. E. Drawings and specifications are compiementory and what is called for by one shall be as binding as if caged for by both. Items indicated are not necessarily included in Specifications. 3.9 SITE CONDITIONS A. Information on drawings relative to existing conditions is approximate. During progress of construction, deviations found necessary to conform to actual conditions shag be reported to Architect for determination of procedure to be followed. Contractor is responsible for any damage caused to existing systems. Promptly notify Architect if utilities are found which are not indicated. 3.10 COORDINATION A. Study Architectural, Structural, Fire Protection, and Electrical Drawing to the end that there is no conflict between Mechanical work and work of other trades. Verify exact distances and available space to provide equipment consistent with room allocated B. Because of limited space and multiplicity of services, it is mandatory that strict coordination be maintained by Contractor between the Plumber, Sheet Metal Contractor, Heating Contractor, Fire Protection Contractor, and Electrician, to provide optimum use of room available. C. Coordinate with General Contractor to provide Construction Schedule for Owner approve. 3.11 SUPERVISION A. Maintain qualified supervisory personnel on job to coordinate work and space utilization with other trades involved. Supervisor must be completely familiar with operations and requirements of equipment being instated and be responsible for job during entire construction period. Prior to request for final inspection, be certain that equipment and controls are functioning properly. B. Supervisor shag answer all service gals and complaints by the Owner for the first thirty days of system operation. Provide Owner with necessary names and phone numbers. C. Mechanical drawings and specifications are arranged for convenience only and do not necessarily determine which trades perform various portions of work. D. Before shutdown of any utility service for new connections, coordinate with and notify Owner, City and utility. 3.12 SAFETY A. in accordance with generally accepted construction practices, Contractor is solely and completely responsible for conditions of job site, including safety of persons and property during performance of work. This requirement applies continuously and is not limited to normal working hours. B. Compliance with Federal Department of labor Occupational Safety and Health Administration Standards, latest Edition, wig be responsibility of Contractor. Equipment, service platforms, belt guards, etc., to meet OSHA requirements. C- Engineer's construction review is for determining compliance with technical provisions of contract documents and is in no way intended to include review of Contractor's safety measures in, on, or near Construction Site. See Architectural General Conditions. 3.13 MAINTENANCE DATA AND OPERATING INSTRUCTIONS A. Provide 3 copies for approval in 3 ---ring hard cover notebook prior to acceptance of installation. Section and tab each portion to correspond to this Specification: t Certificates. 2. As -Built Drawings. 3. A brief, type --written description of system and how it functions. 4. Manufacturer's literature for equipment. 5. Instruct Owner's representative in operating system and on each item of equipment and its maintenance. 3.14 AS -BUILT DRAWINGS A. Record changes in concealed piping runs, equipment locations or other pertinent information on a set of drawings. Locate below floor lines by dimensions from building lines. At close of job, transfer changes to clean set of black Ones and turn over to Architect. Final payment will be withheld pending receipt of "As - Built Drawings." 3.15 EQUIPMENT PROTECTION A. General: Keep all openings closed with plugs or caps to prevent entrance of foreign matter. Protect all piping, fixtures, equipment against dirt, water, chemical, or mechanical damage, both before and often- instal itiom Temorary cap all piping at the end of each work day. Provide caps on all piping when rough -in is complete. Do not remove until finished. Any equipment or apparatus damoged prior to final acceptance shall be restored to original condition or replaced at no additional cost. & Finish: Protect aI equipment and materials until in Service. Any visible rust or corrosion shag be removed as directed prior to installation, C. Store in clean dry area. Leave in shipping container or provide plastic sheet to entirely cover. Do not allow to sit on concrete or grade. Provide 2 x 4's or Plastic sheet for equipment and fixtures. Provide 2 x 4's to place oil piping on. Wrap with plastic sheet. Failure to comply with above wig result in rejection and removal of equipment, fixtures and piping. 3.16 CLEANING A. Thoroughly flush out new piping B. Remove tags and shipping labels from fixtures and appurtenances. Thoroughly dean fixtures with approved domestic non-obrosive cleaner. 3.17 PAINTING A. Materials shell comply with Section 09 8000. B. Surfaces shall be prepared and point applied in accordance with Section 09 9000, Pointing. C. items Pointed: Miscellaneous Metal: Apply one coat of pruner followed by one coat of rust - resisting enamel to any uncoated (bare) metal and to all surfaces where factory applied finish is broken including threads of galvanized pipe, steel harigers, rods, anchors, bases, supports, and equipment. 3.18 CUTTING AND PATCHING A. Prior to cutting any existing work, locate all conceded utilities to eliminate any possible service interruption or damage. B. Provide information to General Contractor as to where finished surfaces must be cut and restored to original conditions. 3.19 TESTS A. Testing Equipment: Provide oil necessary pumps, gauges, connections and similar items required to perform tests. B. General: I Test all piping prior to concealment, insulation being applied, and connection to equprrierd, fixtures or specialties. 2. Leaks: Repair all leaks and re --test until stipulated results are achieved. 3. Notification: Advise the Architect 48 hours in advance of each test. 4. Before operating any equipment or systems, make thorough check to determine that systems hove been flushed and cleaned as requited and equipment has been properly installed, fabricated and serviced. Check factory instructions to see that installations have been made accordingly and that recommended lubricants have been used. C. Requirements: I Plumbing: Fig waste and vent pipe with water and test for 2 hours. Prove tight under a minimum head of 10 feet of water. 2. Domestic Coli and Hot Water Systems: Test hydrostatically at 1-1/2 times working pressure, but not less than 125 psi for 4 hours. 3. Repair leaks and retest until leaks ore eliminated. 3.20 BENEFICIAL USE A. When Contractor determines work is substantially complete and ready for beneficial use, request inspection to establish date of substantial completion in accordance with Division Ot 3.21 START-UP AND SUBSTANTIAL COMPLETION A. Prior to substantial completion inspection, provide start --up, test and adjustment of each item of mechanical equipment by qualified field personnel. Coordinate controls furnished with equipment and system operating controls. Calibrate and integrate to operate as specified Systems bclaanncing can be uncompleted at this time. B. Coordinate with General Contractor to establish a substantial completion date. General Contractor to notify Architect of some. 3.22 FINAL INSPECTION A. Final Inspection shot take place after all Substantial Completion Inspection "punch list" items hove been corrg4eted and the enclosed request farm and completion documents have been received by the Architect. Review of "As Built Drawings", Balancing Logs and "0 & M" manuals will be done at this time. 3.23 REQUEST FOR INFORMATION A. In order to expedite questions originating from contractors and suppliers during the bid period and construction, a facsimile procedure has been developed. This procedure wig allow 24/€r -/day, 7 day/week access to the design engineer's office. Many times the person who needs to be reached is busy on the phone and difficult to reach, it is hoped that this procedure will provide a more timely response to questions. B. We recommend submitting questions prior to the deadline for the lost addendum during the bid time in order that proper, formai response con be mode. The lost addendum is usually issued 7 days prior to bid. 3.24 CERTIFICATES A. Furnish certificates of compliance with Plumbing Code signed by Chief Inspector of Code Body, covering plumbing, roughing -in, and finish. B. Copy of Chlorination Report C. Final payment wig be withheld until Certificates and Chlorination Report ore received. END OF SECTION SECTION 22 0523 - VALVES PART 1 - GENERAL 1.1 SCOPE A. Provide vdves as described in Contract Documents. t2 Vdve rating shall exceed respective system operating pressures. Ag valves shag be line size unless otherwise indicated. Selection of valve trim materials shag be as recommended by manufacturer for temperature and pressure applicable. 1.3 SUBMITTALS A. Required for all valve types used PART 2 - PRODUCTS 2.1 MATERIALS AND MANUFACTURERS A. Manufacturers: Jenkins Bros.; Kennedy Valve Mfg Co.; Stockhom Valves & Fittings, Inc., Crane Co.; Hom mond; Walworth Co.; The Wm. Powell Co.; Milwaukie, Lunkenheimer Co.; Nibco; Vic, Apollo; or special as specified. & Bal Valves: To be used up to 3" size on water piping systems 150 psig or less. Crone Co.; Milwou>kie; Hommond or Jenkins. 2.2 VALVES SCHEDULE Jenkins number unless otherwise indicated. A. Plumbing: t Ball Valves. Water Mihwaukie BA -200 (threaded), BA -250 (soldered) or Jenkins 9OOT; ?" through 2". 2. Hose End Ball Valve with cap and chain: Milwauikie BA-15OR 3. Swing Check Valves: Water 3/8" - 3" : 1222; solos' end; bronze. 1/4" - 3" : 92A; threaded; bronze. 2-1/2" & larger: 624; finged: I.B.&M. PART 3 - EXECUTION 3.1 INSTALLATION A Instal valves with sterns in vertical position with handles upward if possible. Valves may be rotated with stuns in horizontal position. In no case are valves to be instated with handles les down or with stems in less that horizontal position. 3.2 ADJUSTMENT A. Adjust packing for free operation of handles and Ileak free operation. Insure that handles have adequate clearance for proper operation. B. Operate each valve checking for trent shut-off and full flow. Inspect operation to insure that stem is not bent. Replace any bent stems, or damaged valves. END OF SECTION SECTION 22 0529 - PiPE SUPPORTS PART 1 GENERAL 111 SCOPE A. Provide labor, material and complete system described and shown. Provide any incidental work not shown or specified which can reasonably be inferred or taken as belonging and necessary. PART 2 PRODUCTS 2.1 PIPE SUPPORTS A. Approved Manufacturers: Anvil Corp. (ITT), Michigan, Fee & Mason MFG. Co. (ATO, Inc.), Carpenter Technology Corp., Pipe Shields, frit., Toho or approved equal. B. Pipe Covering Protection: Provide pipe cove protection at hangers on all continuous vapor barrier insulated piping. Pipe support sleeves to be 20 gouge sheet metal, 6 inches long roll formed to fit round insulation shape. C. Upper Attachments: 1. Provide necessary unistrut or angles. Secure to Purlins or Joists. a. Unistrut - threaded rod terminate with washer and 2 nuts. b. Angles - "C" clamps for threaded rods with retaining clip. D. Lower Attachments: Shall be as follows, Mess otherwise indicated 1, UNI -STRUT Clamps: a. Copper or PEX: TouchDown I Strut Clamp by Sioux or approved equivalent. b. ABS/PVC: Unistrut Clam -Wrap pipe with(2) layers of Scotch 33 Tope, PART 3 EXECUTION 3.1 COORDINATION A. Coordinate work of this section with all other trades. Exchange shop drawings with other trades to ensure a thorough coordination effort between trades. 3.2 PIPE SUPPORTS Hanger Rods - Size & Spacing Schedule - Maximum Hanger Water and Waste WEIGHT MINIMUM COPPER ABS/ PEX PIPE PER FOOT BANGER TYPE L PCS PIPING (WITH WATER) ROD SIZE 1/2" to 1/4" 6' - 2'-8- 3/4- t4 1/4" V :2'-8- 1" 2.1 1/4" 6 - 2'-8" 1-1/4" 2.9 3/8" 6' 4 2'-8" 1-1/2" 3.6 3/8" 6' 4' 2'-8" 2" 5.2 3/8" 10' 4' 2'-8" 2-1/2" 7.9 1/2" 10' 4' V-8" 3" 10.8 1/2" 10' 4' 2'-8" END OF SECTION SECTION 22 0553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PART 1 GENERAL 1.1 SCOPE A. Provide lobefi ng of piping and equipment as described in Contract Documents. 1.2 SUBMITTALS A. Required for pipe markers. PART 2 PRODUCTS 21 IDENTIFICATION A. Piping Markers: Pipes shalt be labeled with "gluue-on" labels mnanufoctured by W.H. Brady Company, or Seton. For pipe covering sizes up to and including f- inch outside diameter, select lobets with 1/2 -inch letters. For sizes from 1-1/4 to 2 -inch outside diameter, 3/4 -inch letters; above 2 -inch outside diameter, 2 - inch letters. The pipe markers sholi be identified and color coded as follows, - Color Service Pipe Marker Background Cold Water "Domestic Cold Water Supply" Green Hot Water "Domestic Hot Water Supply" Yellow Hot Water "Domestic Hot Water Return" Yellow PART 3 EXECUTION 3.1 PIPE MARKERS A. Provide with flow arrows indicating flow direction. Pipe markers to be placed on each side of wag penetrations and a maximum of 20 feet on center. Pipe markers to be placed on pipe risers from equipment. 3.2 WATER PIPING LADLING A. Label all water piping downstream of reduced bock pressure preventers "DANGER - UNSAFE WATER" Seton label acceptable. END OF SECTION SECTION 22 0700 - PLUMBING INSULATION PART 1 GENERAL 1.1 Provide insulation of equipment, fixtures, and piping as described in Contract Documents. 1.2 SUBMITTALS A. Required for all items. PART 2 PRODUCTS 21 FLAME AND SMOKE RATING A. Descriptions: At insulation material hazard ratings, as tested by procedures of ASTM E-84, NFPA 255 and U1_. 723, not to exceed a flame spread index of 25 and a smoke developed index of 50. PVC fitting covers and accessories such as adhesives, cement, etc., provided with a component rating as listed above. All products and their shipping cartons provided with identification of the flame spread index and smoke developed index. B. Data Required Catalog data to show compliance with flame and smoke rating. C. Manufacturers: Certainteed, Knouf, Manville, Schuler and Owens-Corning. 2.2 PIPE INSULATION A. Description: One piece, multipurpose preformed glass fiber pipe insulation with vapor barrier jacket. k of 025 at 75 degree F mean temperature difference similar to Schuler "Micro -Lok AP" jacket. B. Above Ground Hot Water: Pipe Size Temperature Irmulation Thickness 1/2" to 2" Up to 200 degree F 1" C. Above Ground Codd Water Pipe Size Temperature Insulation Thickness 1/2" to 2" 55 decree F and below 1/2- D. Below ground cold water: Not required. E. Alternate Hot or Cold Water Insulation: 1. Flexible, elastomeric, expanded closed cel insulation, thickness Material meeting flame spread of 25 or loss and smoke developed of 100 or less as tested by ASTM E 84-81a. Provide in tubular or slit tube form. Thermal conductivity of 0.27 at 75 degree F mean temperature as tested by ASTM C177 or 0518. Water vapor permeability 0.17 (ASTM E96, procedure B). Maximum water absorption - 3% by weight (ASTM D 1056). 2. Contact Joint Sealer: Armoflex 520, BFG construction adhesive No. 105, Thermaa-Cel 950, NOMACO or IMCOA equivalent. 3. Manufacturer: Armaflex, Ru batex, CSG Ultraafoom, Thermo -Cel, IMCOA or NOMACO. 4. Thickness per 2.2.8 and C above, 2.3 FITTING, FLANGE, VALVE, AND PIPE TERMINATION INSULATION. A. Description: Preformed PVC insulated fitting cover similar to Manville Zeston 2000 to be secured over fittings insulated per above for various services. PART 3 - EXECUTION 3.1 DING INSTALLATION A. Instal in accordance with manufacturer's recommendations. Sed all insulation to maintain continuous vapor barrier on domestic cold water piping. insulation continuous through hangers, floors, wals, etc. Provide 6 inches long 22 gauge steel sleeve at each pipe penetration. & Insulate valve bodies, bonnets, and grooved pipe fittings utilizing Zeston preformed pipe covering. Insudate valve bonnets and unions in cold water piping with material of some thickness as adjacent pipe covering. Use insulating cement and field -applied fire retardant jacket, or large size pipe covering as ERIC LANCiAULT ARCHITECT 3016 nw gravenstein street camas, washington 98607 v. 360.798.3801 f. 360.833.0585 1. Revision of existing system for remodel areas. Larry L< Gil Im s 2. New heads in new ceilings. Engineer END OF SECTION C. Notify Architect, Fire Department and Owner 48 hours prior to existing system VAstIX V R, loll, OR (SM) 25+-9234 shut down. Verify shut down times with Owner and Fire Department before E -IAAF PARA>LOOMWASLNET proceeding. SECTION 22 0500 - COMMON PLUiMBING REQUIREMENTS D. Coordinate sprinkler design with oil trades involved, as required to facilitate installation of sprinkler system. PART t GENERAL E, Maintain supervisory personnel on job to coordinate work with other trades. Be 1.1 DESCRIPTION prepared to field redesign and adjust sprinkler system as required to best utilize space available for all concerned at no additional cost. Maintain sprinkler A. Related Documents: Drawings and general provisions of the Contract, system integrity and droved operation. including General and Supplementary Conditions and Division 01 Specifications apply to work of this Section. 1.2 QUALIFICATIONS OF CONTRACTORSections, 1.2 SCOPE A. The Contractor for the fire protection installation shall be a licensed Fire Protection Contractor in the State of Oregon, regularly engaged in the A. Provide tabor, material and complete system described and shown. Provide any installation of automatic sprinkler systems and other fire protection equipment, Incidental work not shown or specified which can reasonably be inferred or and employing workmen experienced and skilled in this field taken as belonging and necessary. 1.3 STANDARDS 1.3 DEFINITION A. The Fire Protection System shag be designed and installed to comply with the A. "Contractor" as used in this Division refers to Mechanical Contractor. following standards and/or codes of the latest issue: B. "Approval" mean approval of Architect. 1. NEPA Pamphlet 13 -Sprinkler Systema, Latest Edition. C. "Provide" means furnish and instal completely.B, The sprinkler system design is to be based on the rules governing light hazard occupancy. D. "Or approved equivalent" implies during substitution request prior to project bid. C. System to be designed with swing arms for di pendant heads. Pendant heads to be centered two ways in ceiling tiles. 1.4 BONDING 1.4 DRAWINGS A. Check Division 01 for bonding requirements. A. Preparation of calculations and working drawings is the responsibility of the 1.5 CODES AND STANDARDS Fire Protection Contractor, Nlcet 3 level Fire Protection Engineer minimum. A. General & Shop or working plans to conform to N.F.P.A. 13 parogroph "working plans" (A) through (PP). t The plumbing systems shag be updated and modified in accordance with the following codes and standards, but in no instance shall the standards C. Working drawings to show structure, reflected ceiling plan aid mechanical be tess than the requirements set forth herein. systems. a. National Electric Codes b. State Deportment of Public Safety 1.5 APPROVALS C. Standards of Underwriters' Laboratories (U.L.) d American Standards Association (ASA) A. All work will be installed for the approval and/or acceptance of the following; e. Occupational Safety and Health Act (OSHA) f. Local Governing Codes 1, Fire Marshall of the City of Tigard g. Complionce with all applcabie local, state and federal codes and 2. Architect. regulations. Conform with regulations of National Fire Protection Association. B. Submit six (6) sets of completed Shop Drawings the Architect for consultant h. E.T.L. - Electric Testing Laboratories review. Calculations to hove N.F.P.A. #13 style summary sheet. 2. The plumbing system shall be intoW in accordance with the Uniform Plumbing Code as amended by the State of Oregon, latest edition. C. Furnish fair (4) sets of reviewed Working Drawings to the authority having jurisdiction for opprovai. 1.6 PERMITS D. Retain one (1) set of consultant and authority having jurisdiction approved A. Obtain aid pay permits and licenses required Working Drawings with any corrections required by the above reviews on job site. Requiired changes to submitted designed system by authorities having B. Pay for and obtain inspections by State and local bodies as required to show jurisdiction will be done at no cost to Owner. compliance therewith. E. Contractor agrees that Shop Drawing submittals processed by the Engineer are C. Pay ON utility fees. not Change Orders; that the purpose of Shop Drawing submittals by the Contractor is to demonstrate to the Engineer that the Contractor understands the 1.7 MATERIALS design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and instal and by detailing the A. Except as otherwise permitted by specification designation all material shot be fabrication and installation methods he intends to use. new of standard make and where oppticoble, conform to ASME, NEPA or other requirements and have UL listing. Select equipment to fit space provided. F. Provide Architect with two 2 sets of () approved Working Drawings with the Acceptance Stam of the authority having jurisdiction. One (1) set for B. Pressure vessels to be ASDE Code in accord with laws of State of Oregon. construction records and one (1) set for Owner. C. Maximum allowable variation from stated capacities, plus 10% to minus zero. t6 AS -BUILT DRAWINGS 18 MATERIAL SUBSTITUTIONS A. Provide "clean" blockline type As --Built Drawings showing all deviations from Contract Drawings. Drawings shag be accurate. A. Use of brand names is for the purpose of description and fixing quality and does not eliminote requirements of meeting specifications. B. As -Bolts to be very specific about locations of concealed pipe. B. Requests for review of other brands per INSTRUCTIONS TO BIDDERS. PART 2 - PRODUCTS C. Submit certification of specification canplionce or a statement of variations with request for review or request wit not be considered. 2.1 GENERAL D. Equipment arrangement is based on one specific manufacturer but intended to be A. AI materials, equipment, valves and devices installed and/or furnished under typical of the makes approved. Spaces allotted on drawings for equipment are this Section shall be new and approved for use in the fire protection installation maximum. Equipment requiring more floor space or forger service area will not by the authorities, agencies, codes and standards having jurisdiction. be acceptable. 2.2 SPRINKLER HEADS E. "Or approved equivalent" requests for review shag be processed during project bid period prior to bid aid contract award. See instructions to bidders in Section A. General AN heads shall be Factory Mutual approved for application and t installation. Wet type as required and of one manufacturer, F. Where the word "only" follows a manufacturer's name and model number, no B. Heads to be quick response type. other product will be considered. C. Exposed Heads in Finished Ceilings: Semi -recessed type with satin chrome- 1.9 SUBMITTALS plated escutcheon cup. A. Product Data: After award of contract and before starting work, submit (7) 2.3 MATERIALS complete sets of equipment brochures to Architect for review. A. Above Ground Pipe and Fittings. 1. Format of Submittals a. Provide section In submittal for each manufactured item. 1. Pipe, fittings, and joining methods shag be in accordance with NFPA-- b_ Include name, address, and phone number of each supprier. 13. c. Submittals - 2. Lock type Piain End Fittings not allowed. 1) Shall be delivered to Architect for opprovd (15) working days prior to ordering of equipment for processing. B. Hangers: Per NFPA Pamphlet No.13. 2) Partial submittals will not be accepted and will promptly be returned as disapproved. (in the event that resubmittals C, Grades, Changes and Joints: are required, unless otherwise noted, resubmit only the required items.) See Section 01 3300. 1. Grade lines to permit complete drainage at low points. Mahe direction 3) Bind in 3 -ring binder with hard cover changes with fittings and run lines plum and parallel with building 4) Section and tab each portion of submittal data surfaces. Where threaded pipe utilized, use clean cut American National corresponding to this Specification toper threads to standard lengths so made-up joints leave no more than -- Label each item to correspond with specifications three threads exposed. Apply approved pipe compound to male threads i.e., 22 1117 only. - - Label each item to correspond with contract documents i.e., PEX Piping 5) Submit Manufacturer's catalog data for each manufactured PART 3 - EXECUTION 3.1 GENERAL A. Instal in accord with standards referenced earlier. 3.2 INSTALLATION SCHEDULES A. As construction dictates. Shop Drawings to be complete and approved prior to any installation, 3.3 CONCEALED PiPING A. Fire protection piping shag be installed above the finished ceiling in all areas that have suspended ceiling 3.4 INSPECTION AND TEST A. Ag flushing, inspections, examinations and tests required by the authorities/agencies having jurisdiction shall be arranged and paid for by the Fire Protection Contractor, as necessary to obtain complete and final acceptance of the Fire Protection System. The Fire Protection Contractor shag derives' a copy of all certificates of such inspections to the Architect. 3.5 COMPLETION A. Complete the autorraatic fire sprinkler system ready for operation, in al respects as soon as possible. When the system is complete and ready for continuous operation, activate the system for its intended use. After the system has been activated for continuous use, water charges, if any will be paid by Owner. B. Prior to the opening date, instruct the Owner and his selected personnel in the operation of the sprinkler system. 1. Immediately recognize whether the main valves are in open or dosed position. 2. Know how to drain the system, item. 6) Include and underline/higNight pertinent dimensional and rating data, m ani facturer, model number, fixture, figure number relating to specific itern. 7) Include and underline information showing performance compliance, i.e., capacity, etc. 2. Review is for general compliance with contract documents and to demonstrate Contractor understands design concept. Review does not waive or supersede any requirements of contract documents. No responsibility is assumed for correctness of dimensions, details, or electrical characteristics. PART 2 PRODUCTS - Not Used PART 3 EXECUTION 3.1 REQUIRED WORK A. Contractor is responsible for location and size of framed openings provided by General Contractor. B. Contractor is responsible for sleeves, inserts, etc. C. Provide information to General Contractor as to where finished surfaces must be cut and restored to original conditions. 3.2 WORKMANSHIP A. Ruin piping parallel to buidin% keep ars inconspicuous as possible, and grade evenly. Set equipment plumb and true with easy access to maintenance. Off -set piping as required to provide proper and necessary clearance. B. Provide adequate clearances for repair and service of mechanical equipment. 3.3 CLEANING UP A. Keep premises free from waste material and rubbish and at completion of work remove all rubbish and surplus material, leaving job "broom clean . 3.4 CHANGE ORDERS A. Should changes be authorized which in the opinion of Contractor requires additional payment, do not start work until receiving written notice from Architect. 3.5 GUARANTEE A. Guarantee equipment and installation, per Division 01 General Requirements, Include written guarantee of comprionce stating repairs and replacement of defective equipment and workmanship will be corrected at no expense to Owner. 3.6 TEMPORARY SERVICES A. Temporary water and sanitary services by General Contractor. 3.7 VISITING PREMISES A. Contractor, before submitting his bid on work, must visit site and familiarize himself with off visible existing conditions. No adcktiond allowance will be granted due to lack of information of visible existing conditions. B. The submission of a bid wig be considered and acknowledgment on part of bidder of his visitation to site. 3.8 EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE A. At the time of examining the drawings, specifications and site and prior to submitting a bid, the Contractor shall make certain he understands all requirements thoroughly. B. If, in the opinion of the Contractor, there are omissions or conflicts in drawings or specifications, the Contractor shall clarify those points with the Architect before submitting the bid. C. The omission of the expressed reference to any item of labor or material necessary for the proper execution of the work, in accordance with present day practice, shoal not relieve the Contractor from furnishing and installing same. D. Drawings are diagrammatic and do not show oil offsets, bends, elbows, etc., which may be required for proper installation of work. Such work shag be verified by Contractor at building site. Provide additional bends, offsets as required by riser and main locations, or other conditions, to complete work at no adcltiond cost. Right is reserved to make reasonable changes in outlet locations prior to roughing -in at no additional cost. E. Drawings and specifications are compiementory and what is called for by one shall be as binding as if caged for by both. Items indicated are not necessarily included in Specifications. 3.9 SITE CONDITIONS A. Information on drawings relative to existing conditions is approximate. During progress of construction, deviations found necessary to conform to actual conditions shag be reported to Architect for determination of procedure to be followed. Contractor is responsible for any damage caused to existing systems. Promptly notify Architect if utilities are found which are not indicated. 3.10 COORDINATION A. Study Architectural, Structural, Fire Protection, and Electrical Drawing to the end that there is no conflict between Mechanical work and work of other trades. Verify exact distances and available space to provide equipment consistent with room allocated B. Because of limited space and multiplicity of services, it is mandatory that strict coordination be maintained by Contractor between the Plumber, Sheet Metal Contractor, Heating Contractor, Fire Protection Contractor, and Electrician, to provide optimum use of room available. C. Coordinate with General Contractor to provide Construction Schedule for Owner approve. 3.11 SUPERVISION A. Maintain qualified supervisory personnel on job to coordinate work and space utilization with other trades involved. Supervisor must be completely familiar with operations and requirements of equipment being instated and be responsible for job during entire construction period. Prior to request for final inspection, be certain that equipment and controls are functioning properly. B. Supervisor shag answer all service gals and complaints by the Owner for the first thirty days of system operation. Provide Owner with necessary names and phone numbers. C. Mechanical drawings and specifications are arranged for convenience only and do not necessarily determine which trades perform various portions of work. D. Before shutdown of any utility service for new connections, coordinate with and notify Owner, City and utility. 3.12 SAFETY A. in accordance with generally accepted construction practices, Contractor is solely and completely responsible for conditions of job site, including safety of persons and property during performance of work. This requirement applies continuously and is not limited to normal working hours. B. Compliance with Federal Department of labor Occupational Safety and Health Administration Standards, latest Edition, wig be responsibility of Contractor. Equipment, service platforms, belt guards, etc., to meet OSHA requirements. C- Engineer's construction review is for determining compliance with technical provisions of contract documents and is in no way intended to include review of Contractor's safety measures in, on, or near Construction Site. See Architectural General Conditions. 3.13 MAINTENANCE DATA AND OPERATING INSTRUCTIONS A. Provide 3 copies for approval in 3 ---ring hard cover notebook prior to acceptance of installation. Section and tab each portion to correspond to this Specification: t Certificates. 2. As -Built Drawings. 3. A brief, type --written description of system and how it functions. 4. Manufacturer's literature for equipment. 5. Instruct Owner's representative in operating system and on each item of equipment and its maintenance. 3.14 AS -BUILT DRAWINGS A. Record changes in concealed piping runs, equipment locations or other pertinent information on a set of drawings. Locate below floor lines by dimensions from building lines. At close of job, transfer changes to clean set of black Ones and turn over to Architect. Final payment will be withheld pending receipt of "As - Built Drawings." 3.15 EQUIPMENT PROTECTION A. General: Keep all openings closed with plugs or caps to prevent entrance of foreign matter. Protect all piping, fixtures, equipment against dirt, water, chemical, or mechanical damage, both before and often- instal itiom Temorary cap all piping at the end of each work day. Provide caps on all piping when rough -in is complete. Do not remove until finished. Any equipment or apparatus damoged prior to final acceptance shall be restored to original condition or replaced at no additional cost. & Finish: Protect aI equipment and materials until in Service. Any visible rust or corrosion shag be removed as directed prior to installation, C. Store in clean dry area. Leave in shipping container or provide plastic sheet to entirely cover. Do not allow to sit on concrete or grade. Provide 2 x 4's or Plastic sheet for equipment and fixtures. Provide 2 x 4's to place oil piping on. Wrap with plastic sheet. Failure to comply with above wig result in rejection and removal of equipment, fixtures and piping. 3.16 CLEANING A. Thoroughly flush out new piping B. Remove tags and shipping labels from fixtures and appurtenances. Thoroughly dean fixtures with approved domestic non-obrosive cleaner. 3.17 PAINTING A. Materials shell comply with Section 09 8000. B. Surfaces shall be prepared and point applied in accordance with Section 09 9000, Pointing. C. items Pointed: Miscellaneous Metal: Apply one coat of pruner followed by one coat of rust - resisting enamel to any uncoated (bare) metal and to all surfaces where factory applied finish is broken including threads of galvanized pipe, steel harigers, rods, anchors, bases, supports, and equipment. 3.18 CUTTING AND PATCHING A. Prior to cutting any existing work, locate all conceded utilities to eliminate any possible service interruption or damage. B. Provide information to General Contractor as to where finished surfaces must be cut and restored to original conditions. 3.19 TESTS A. Testing Equipment: Provide oil necessary pumps, gauges, connections and similar items required to perform tests. B. General: I Test all piping prior to concealment, insulation being applied, and connection to equprrierd, fixtures or specialties. 2. Leaks: Repair all leaks and re --test until stipulated results are achieved. 3. Notification: Advise the Architect 48 hours in advance of each test. 4. Before operating any equipment or systems, make thorough check to determine that systems hove been flushed and cleaned as requited and equipment has been properly installed, fabricated and serviced. Check factory instructions to see that installations have been made accordingly and that recommended lubricants have been used. C. Requirements: I Plumbing: Fig waste and vent pipe with water and test for 2 hours. Prove tight under a minimum head of 10 feet of water. 2. Domestic Coli and Hot Water Systems: Test hydrostatically at 1-1/2 times working pressure, but not less than 125 psi for 4 hours. 3. Repair leaks and retest until leaks ore eliminated. 3.20 BENEFICIAL USE A. When Contractor determines work is substantially complete and ready for beneficial use, request inspection to establish date of substantial completion in accordance with Division Ot 3.21 START-UP AND SUBSTANTIAL COMPLETION A. Prior to substantial completion inspection, provide start --up, test and adjustment of each item of mechanical equipment by qualified field personnel. Coordinate controls furnished with equipment and system operating controls. Calibrate and integrate to operate as specified Systems bclaanncing can be uncompleted at this time. B. Coordinate with General Contractor to establish a substantial completion date. General Contractor to notify Architect of some. 3.22 FINAL INSPECTION A. Final Inspection shot take place after all Substantial Completion Inspection "punch list" items hove been corrg4eted and the enclosed request farm and completion documents have been received by the Architect. Review of "As Built Drawings", Balancing Logs and "0 & M" manuals will be done at this time. 3.23 REQUEST FOR INFORMATION A. In order to expedite questions originating from contractors and suppliers during the bid period and construction, a facsimile procedure has been developed. This procedure wig allow 24/€r -/day, 7 day/week access to the design engineer's office. Many times the person who needs to be reached is busy on the phone and difficult to reach, it is hoped that this procedure will provide a more timely response to questions. B. We recommend submitting questions prior to the deadline for the lost addendum during the bid time in order that proper, formai response con be mode. The lost addendum is usually issued 7 days prior to bid. 3.24 CERTIFICATES A. Furnish certificates of compliance with Plumbing Code signed by Chief Inspector of Code Body, covering plumbing, roughing -in, and finish. B. Copy of Chlorination Report C. Final payment wig be withheld until Certificates and Chlorination Report ore received. END OF SECTION SECTION 22 0523 - VALVES PART 1 - GENERAL 1.1 SCOPE A. Provide vdves as described in Contract Documents. t2 Vdve rating shall exceed respective system operating pressures. Ag valves shag be line size unless otherwise indicated. Selection of valve trim materials shag be as recommended by manufacturer for temperature and pressure applicable. 1.3 SUBMITTALS A. Required for all valve types used PART 2 - PRODUCTS 2.1 MATERIALS AND MANUFACTURERS A. Manufacturers: Jenkins Bros.; Kennedy Valve Mfg Co.; Stockhom Valves & Fittings, Inc., Crane Co.; Hom mond; Walworth Co.; The Wm. Powell Co.; Milwaukie, Lunkenheimer Co.; Nibco; Vic, Apollo; or special as specified. & Bal Valves: To be used up to 3" size on water piping systems 150 psig or less. Crone Co.; Milwou>kie; Hommond or Jenkins. 2.2 VALVES SCHEDULE Jenkins number unless otherwise indicated. A. Plumbing: t Ball Valves. Water Mihwaukie BA -200 (threaded), BA -250 (soldered) or Jenkins 9OOT; ?" through 2". 2. Hose End Ball Valve with cap and chain: Milwauikie BA-15OR 3. Swing Check Valves: Water 3/8" - 3" : 1222; solos' end; bronze. 1/4" - 3" : 92A; threaded; bronze. 2-1/2" & larger: 624; finged: I.B.&M. PART 3 - EXECUTION 3.1 INSTALLATION A Instal valves with sterns in vertical position with handles upward if possible. Valves may be rotated with stuns in horizontal position. In no case are valves to be instated with handles les down or with stems in less that horizontal position. 3.2 ADJUSTMENT A. Adjust packing for free operation of handles and Ileak free operation. Insure that handles have adequate clearance for proper operation. B. Operate each valve checking for trent shut-off and full flow. Inspect operation to insure that stem is not bent. Replace any bent stems, or damaged valves. END OF SECTION SECTION 22 0529 - PiPE SUPPORTS PART 1 GENERAL 111 SCOPE A. Provide labor, material and complete system described and shown. Provide any incidental work not shown or specified which can reasonably be inferred or taken as belonging and necessary. PART 2 PRODUCTS 2.1 PIPE SUPPORTS A. Approved Manufacturers: Anvil Corp. (ITT), Michigan, Fee & Mason MFG. Co. (ATO, Inc.), Carpenter Technology Corp., Pipe Shields, frit., Toho or approved equal. B. Pipe Covering Protection: Provide pipe cove protection at hangers on all continuous vapor barrier insulated piping. Pipe support sleeves to be 20 gouge sheet metal, 6 inches long roll formed to fit round insulation shape. C. Upper Attachments: 1. Provide necessary unistrut or angles. Secure to Purlins or Joists. a. Unistrut - threaded rod terminate with washer and 2 nuts. b. Angles - "C" clamps for threaded rods with retaining clip. D. Lower Attachments: Shall be as follows, Mess otherwise indicated 1, UNI -STRUT Clamps: a. Copper or PEX: TouchDown I Strut Clamp by Sioux or approved equivalent. b. ABS/PVC: Unistrut Clam -Wrap pipe with(2) layers of Scotch 33 Tope, PART 3 EXECUTION 3.1 COORDINATION A. Coordinate work of this section with all other trades. Exchange shop drawings with other trades to ensure a thorough coordination effort between trades. 3.2 PIPE SUPPORTS Hanger Rods - Size & Spacing Schedule - Maximum Hanger Water and Waste WEIGHT MINIMUM COPPER ABS/ PEX PIPE PER FOOT BANGER TYPE L PCS PIPING (WITH WATER) ROD SIZE 1/2" to 1/4" 6' - 2'-8- 3/4- t4 1/4" V :2'-8- 1" 2.1 1/4" 6 - 2'-8" 1-1/4" 2.9 3/8" 6' 4 2'-8" 1-1/2" 3.6 3/8" 6' 4' 2'-8" 2" 5.2 3/8" 10' 4' 2'-8" 2-1/2" 7.9 1/2" 10' 4' V-8" 3" 10.8 1/2" 10' 4' 2'-8" END OF SECTION SECTION 22 0553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PART 1 GENERAL 1.1 SCOPE A. Provide lobefi ng of piping and equipment as described in Contract Documents. 1.2 SUBMITTALS A. Required for pipe markers. PART 2 PRODUCTS 21 IDENTIFICATION A. Piping Markers: Pipes shalt be labeled with "gluue-on" labels mnanufoctured by W.H. Brady Company, or Seton. For pipe covering sizes up to and including f- inch outside diameter, select lobets with 1/2 -inch letters. For sizes from 1-1/4 to 2 -inch outside diameter, 3/4 -inch letters; above 2 -inch outside diameter, 2 - inch letters. The pipe markers sholi be identified and color coded as follows, - Color Service Pipe Marker Background Cold Water "Domestic Cold Water Supply" Green Hot Water "Domestic Hot Water Supply" Yellow Hot Water "Domestic Hot Water Return" Yellow PART 3 EXECUTION 3.1 PIPE MARKERS A. Provide with flow arrows indicating flow direction. Pipe markers to be placed on each side of wag penetrations and a maximum of 20 feet on center. Pipe markers to be placed on pipe risers from equipment. 3.2 WATER PIPING LADLING A. Label all water piping downstream of reduced bock pressure preventers "DANGER - UNSAFE WATER" Seton label acceptable. END OF SECTION SECTION 22 0700 - PLUMBING INSULATION PART 1 GENERAL 1.1 Provide insulation of equipment, fixtures, and piping as described in Contract Documents. 1.2 SUBMITTALS A. Required for all items. PART 2 PRODUCTS 21 FLAME AND SMOKE RATING A. Descriptions: At insulation material hazard ratings, as tested by procedures of ASTM E-84, NFPA 255 and U1_. 723, not to exceed a flame spread index of 25 and a smoke developed index of 50. PVC fitting covers and accessories such as adhesives, cement, etc., provided with a component rating as listed above. All products and their shipping cartons provided with identification of the flame spread index and smoke developed index. B. Data Required Catalog data to show compliance with flame and smoke rating. C. Manufacturers: Certainteed, Knouf, Manville, Schuler and Owens-Corning. 2.2 PIPE INSULATION A. Description: One piece, multipurpose preformed glass fiber pipe insulation with vapor barrier jacket. k of 025 at 75 degree F mean temperature difference similar to Schuler "Micro -Lok AP" jacket. B. Above Ground Hot Water: Pipe Size Temperature Irmulation Thickness 1/2" to 2" Up to 200 degree F 1" C. Above Ground Codd Water Pipe Size Temperature Insulation Thickness 1/2" to 2" 55 decree F and below 1/2- D. Below ground cold water: Not required. E. Alternate Hot or Cold Water Insulation: 1. Flexible, elastomeric, expanded closed cel insulation, thickness Material meeting flame spread of 25 or loss and smoke developed of 100 or less as tested by ASTM E 84-81a. Provide in tubular or slit tube form. Thermal conductivity of 0.27 at 75 degree F mean temperature as tested by ASTM C177 or 0518. Water vapor permeability 0.17 (ASTM E96, procedure B). Maximum water absorption - 3% by weight (ASTM D 1056). 2. Contact Joint Sealer: Armoflex 520, BFG construction adhesive No. 105, Thermaa-Cel 950, NOMACO or IMCOA equivalent. 3. Manufacturer: Armaflex, Ru batex, CSG Ultraafoom, Thermo -Cel, IMCOA or NOMACO. 4. Thickness per 2.2.8 and C above, 2.3 FITTING, FLANGE, VALVE, AND PIPE TERMINATION INSULATION. A. Description: Preformed PVC insulated fitting cover similar to Manville Zeston 2000 to be secured over fittings insulated per above for various services. PART 3 - EXECUTION 3.1 DING INSTALLATION A. Instal in accordance with manufacturer's recommendations. Sed all insulation to maintain continuous vapor barrier on domestic cold water piping. insulation continuous through hangers, floors, wals, etc. Provide 6 inches long 22 gauge steel sleeve at each pipe penetration. & Insulate valve bodies, bonnets, and grooved pipe fittings utilizing Zeston preformed pipe covering. Insudate valve bonnets and unions in cold water piping with material of some thickness as adjacent pipe covering. Use insulating cement and field -applied fire retardant jacket, or large size pipe covering as ERIC LANCiAULT ARCHITECT 3016 nw gravenstein street camas, washington 98607 v. 360.798.3801 f. 360.833.0585 7620 /OREGON Y 13 Sgt lk,� EXP JUNE 30, 2013 A A PAVISIONS DATE INTERDENT 1101 SE Tech Center Drive Suite 195 Vancouver, WA 98683 GENTLE DENTAL DENTAL OFFICE TENANT IMPROVEMENTS TIGARD TOWNE SQUARE SHOPPING CENTER 16200 SOUTHWEST PACIFIC HIGHWAY SUITE S TIGARD, OR 9722.4 ISSUE DATE: 6 April 2012 JOB NUMBER: 323 F W � SPECIFICATIONS CL MS0101 Larry L< Gil Im s Engineer 7511 HE vA11tn7t U Will. at SN1E 1W VAstIX V R, loll, OR (SM) 25+-9234 E -IAAF PARA>LOOMWASLNET 7620 /OREGON Y 13 Sgt lk,� EXP JUNE 30, 2013 A A PAVISIONS DATE INTERDENT 1101 SE Tech Center Drive Suite 195 Vancouver, WA 98683 GENTLE DENTAL DENTAL OFFICE TENANT IMPROVEMENTS TIGARD TOWNE SQUARE SHOPPING CENTER 16200 SOUTHWEST PACIFIC HIGHWAY SUITE S TIGARD, OR 9722.4 ISSUE DATE: 6 April 2012 JOB NUMBER: 323 F W � SPECIFICATIONS CL MS0101