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Plans BUP2O1O-00018 SONIC 15336 SW PACIFIC HWY ��B�' �- -~ ~~~=~~~=~ ,~��'wum� 08 Fiv�=�� PROJECT _ S — T I \ DX ��N|C TYPE O2JLQ �^N � � �OY0 WOOD FRAME / STUCCO & BRICK ~ '' � � 'w r SONIC STORE ��87 �� OFTIGARD OWN [~�� # *m =. .'=~ ,^° [_[� ARCHITECT PROJECT # 02108 �N�. �� FUVY�� _�' ~~~ �.,'=,~*vm JESS & ANDREA WETSEL 2123 NW ALOCLEK DRIVE, #1203 COVER SHEET, SHEET INDEX, | NFDRKATl }N, �� HILLSBORO, OREGON 97124 SYMBOLS AND ABBREVIATIONS�� D� 617-0175 5D � / SITE DEVELOPMENT STRUCTURAL/�O�1 881-7250 ` 8D1 DIMENSION SITE PLAN SO.1 GENERAL NOTES SD2 SITE DETAILS 81.1 FOUNDATION PLAN ARCHITECT -`�w�~-- SD3 TRASH ENCLOSURE & SI DETAILS S2.1 ROOF FRAMING PLAN ��[��[| | | L_�� | '� ' STRUCTURAL ��hJ ��| MJ [-[-[� - 8D4 HANDICAP ACCESSIBILITY S51 STRUCTURAL FOUNDATION DETAILS ENGINEER ' CARLSON VEIT ARCHITECTS P.C. SD5 PATIO FINISH & FIXTURE PLANS S8.1 STRUCTURAL FRAMING DETAILS FRED A. HARRIS, A|A' NCARB BMGP ENGINEERS 3095 RIVER ROAD N 1045 13TH STREET SE - CIVIL ELECTRICAL SALEM, OREGON 97303 SALEM, OREGON 97302 503 390-0281 503 389-1399 CPO GENERAL LEGEND �O.1 ELECTRICAL SITE PLAN (503) 390-2459 (503) 399-8259 CP1 TOPO SURVEY & EXISTING CONDITIONS E1.0 CANOPY/MENU WIRING PLAN CP2 TOPO SURVEY & EXISTING CONDITIONS E2'O LIGHT PLAN/CONTACTOR DETAIL CP3 GRADING & EROSION E3.0 P(}��H PLAN/ROOF POWER PLAN ' CP4 UTILITIES & STORK��ATE� E4O POS POWER ' LAN MECHANICAL ENGINEER CIVIL ENGINEER ' r~�~��~�� CP5 STREET PLAN & PROFILE E5.O RISER DIAGRAM/HVAC UNIT CONN. ` CP6 STREET PLAN �� P�OF|L� ' k�KE �� ASSOCIATES, INC. MACKAY & SPOSITO INC.' _ . �� Cp7 8TREET PLAN &x pRORLE 6915 SW MACADAM AVE', SUITE 200 29020 SW TOWN CENTER LOOP E, SUITE 108 . ~�Ammorp---- --........ .._ mprAmmvir..., ,„„0.14) PORTLAND, OREGON 97219 WILSONVILLE, OREGON 97070 ' L �� KJF�� [�� k�1 MECHANICAL PLAN 503 892-1188 971 224-2226 ��/� L��F- L� M2 HOOD SYSTEM DETAILS (503) 802-1190 (971) 224-2227 LP1 IRRIGATION PLAN M3 AIR BALANCE PROCEDURES LP2 PLANTING PLAN M4 A|R BALANCE PROCEDURES LP3 IRRIGATION DETAILS LANDSCAPE � ��U | T[��T �� LP4 PLANTING NOTES & DETAILS PLUMB f�] �� |��| | / Y L_�^ | �@�Q�0�00� �� | |� �� bi: ARCH | 7-��7-| | [� �� k4ACKAY ,� 8�O8�TO |N�. | � [�� | �� L� P1 DRAIN, WASTE, & VENT PLAN SCHEDULES 1325 SE TECH CENTER DRIVE P1A DOMESTIC WATER PIPING PLAN VANCOUVER, WASHINGTON 88883 Al SCHEDULES FLOOR PLAN P2 PLUMBING RISERS / PLUMBING DETAILS A2 EXTERIOR ELEVATIONS ��8O/ �Q5-�411 A2A BU|LD|NG 8ECll{J�8 KITCHEN EQUIPMENT 38O) �8�-D83� ' A� |N�ER|O� �LEVAT|ON3 A4 ARCHITECTURAL DETAILS 1 EQUIPMENT PLAN -~�-- A5 ARCHITECTURAL DETAILS 1E-1 EQUIPMENT ELEVATIONS A6 ARCHITECTURAL DETAILS IE-1A EQUIPMENT ELEVATIONS A[]��| | �� /� [�| [� CODES� � L� ��LL 0 �� A7 REFLECTED CEILING PLAN SPECI �� Ti �� ^�� ^�� A� �(�OF �ETA�LS RO(�F �LAN F | �� f ��|� �� ~~ A9 FLOOR FINISH PLAN AND ANY STATE OR LOCAL ADMENDMENTS �� FDDEpow �� /�� 8P1 SPE(�|F|CAllONS L�LJLJ �� L� �� / / / // / �� CANOPY ARCHITECTURAL 8P2 SPEC|F|CA�ONS -~�~~ ~-~ ~-^ ~-~ SM BUILDING: OSSC 2007 /| BC 2006) 8P3 SPECIFICATIONS � ' ' ' ' SM PLUMBING: OPC 2007 ~�/v/ CA1 CANOPY ARCHITECTURAL DETAILS SP4 SPECIFICATIONS MECHANICAL: OMC 2007 CA2 CANOPY ARCHITECTURAL DETAILS 3P5 SPECIFICATIONS ELECTRICAL: NEC 2005 SP6 SPECIFICATIONS CANOPY STRUCTURAL QA8� OP� 2OO7 FIRE: OFC 2007 HANDICAPPED: OSSC 2007 (Chapter 11) C31 CANOPY FRAMING PLAN ` ' C82 CANOPY ELEVATIONS OCCUPANCY ANSI 117.1 - 2003 CS3 CANOPY FOUNDATION PLAN OCCUPANCY LDAD: EMPLOYEES = 10 CS4 PAT|(} CANC�PY OETA|LS ��ITY��oc TI^�ARm�� 0R ___. C � � | � ��5 �ANOPY �ETA|L� �� _= . , ~^rr^~`~~�^� ~��,�°° ......u OCCUPANCY CLASSIFICATION: A-2 Conditionally Approved [ ' -'---~~�-�----�' --�--------l'��------�--�-~------'~'- See ' Follow [ - ��&��M N��-�'�� N�� :roux � 3 CONSTRUCTION TYPE: V-B ~~~ ~~~~-~ -- -- -- - - � I . | �� ''��-��- �Z[)N|NG CLAS8|RCAllON' C � w��D U\� �LAY ^~� ^�^ ^~� ^�" ~�^ « « / / � ^�� / / / ^�^ HIG - WA / � ~~~^^~^^`~~^^' CLASSIFICATION: _ / . �� C -��and Reinforcing Steel ' ��^ ^ ' By: "��"�&�� Date: WU�� m PARKING: S /� � | �� T^� � � ° 5887 � N�� U�� Un ��r� 'REC>U|RE�� •� | �� | � . -^� | � � F�� [- ��° ~ SITE TOTAL: MIN. = 47 MAX. = 59 ADA = 3 '' • o Spec}aUMnmment4ResistIng Concrete Frame � �� - PHASE I: MIN. = 18 MAX. 22 ADA = 2 � � ` DEFERRED ' ' { : ' ~~ ��^~��~��~ PHASE II: MIN. = 30 MAX. = 38 ADA = 2 0 i g ��teaV �&Prest�'ssing�kee��en�� ~ .� vire sprinkler ��la PROVIDED: the Alarm SITE TOTAL: REGULAR = 54 ADA = 4 JAN. JANITOR R.A. RETURN AIR ' �� t��ur�; ��\��n� • ' Mechanical PHASE I: REGULAR = 31 ADA = 3 S ON | \ ^ R P 0 R A TE S - B B - | | ~ J.C. JANITOR CLOSET R.B. RUBBER BASE | 0 Hio„�t�e�g�h Bolting Plumbing , ~��PHASE II: REGULAR = 23 ADA = 1 JST. JOIST R.D. ROOF DRAIN © AT DWG. DRAWING .• JT JOINT TmmS - - 0,„„,,,KEY\ A.B. ANCHOR BOLT D.W. DRYWALL R.O.W. RIGHT OF WAY Shop-- si 4,...,„N = SELECTED A.O. AREA DRAIN L.L. LIVE LOAD R.S. ROUGH SAWN ' 0 Reinforced Gypsum Concrete ' 0= NOT SELECTED A.F.F. ABOVE FINISHED E.I.F.S. EXTERIOR L.L.H. LONG LEG HOR|ZONTAL R'3.C. ROUGH SAWN CEDAR� � ON* m�� FLOOR INSULATION FINISH REF: REFERENCE ~ ^^ 0 ImsuleMnqC�ncrete Fill A/C AIR CONDITIONER SYSTEM L.L.V. LONG LEG VERTICAL S|ZE EOU|PMENT OPTlONS ACOUST. AC0USTlCAL E'J EXpANS0N J0|NT LT L|QHT REC` RECE3SED REFR|Q^ REFR|QERATOR � �� pped F]re~Resis�veMate�als - ~ Aç- BUILDING LARQE (24x68) 0 PREP / VEGETABLE SINK ADD. ADDENDUM E.W. EACH WAY L.W. LIGHT WEIGHT REFL. REFLECTED INCLJ0E0N.AT7AC0EDI -BUILDING TYPE • FRONT COUNTER W/3-COMP SINK ADJ. ADJUSTABLE E.W.C. ELECTRIC WATER LAM. LAMINATED REINF. REINFORCED 0 Pilings, Drilled Piers and Caissons ECIF��T0 BOOK ' n r 02 (BUMPOUT) • BUILT-IN GREASE COLLECTION SYSTEM OR ADJACENT COOLER LAV. LAVATORY REQ'D. REQUIRED - ' ` W/ HOP-THRU DOOR • 72 INCH GRILL ALT. ALTERNATE EA. EACH LG. LONG REV. REVISION 0 Shotcrete - � -- - - �5 c*4 , ^E= A. `~AL' ALUMINUM ELEC. ELECTRICAL L.W.B. LIGHT WEIGHT BLOCK • ONION RING MACHINE RFG. ROOFING � ��DOCUMENTS 0 Special Grading,Excavation '=— -BU|LD/NG STRUCTURE LARGER (3G") FDUNTAEN[TT[ ANCR. ANCHOR ELEV. ELEVATION LVR. LOUVER RM. ROOM • 90/20/2A • POWER WASH SYSTEM ANOD. ANODIZED EMER. EMERGENCY M.O. MASONRY OPENING APPROX. APPROXIMATELY EQ. EQUAL S.&V STAIN & VARNISH � � � �� , OREGON SALAD STATION M.C. MINERAL CORE S.C. SOLID CORE ` o�R -_ �l°'BU|LD|NQ FRAMING A�CH^ ARCH|TECTURAL EXH^ EXHAUST M.C.J. MASONRY CONTROL STORM DRAIN �� rKm��R��S.D. 1�VOOO 0 CHICKEN GRILL AT CONEY TABLE ASP. ASPHALT EXP. EXPANSION JOINT CHICKEN GRILL AT Z-WALL A.T. ACOUSTIC TILE EXT. EXTERIOR S.DISP. SOAP DISPENSOR ~� -' M.F.R. MINERAL FIBER �) OF 6+ S.S. SERVICE SINK BUILDING EXTERIOR 0 ROLL-IN FREEZER ADAAG AMERICANS WITH F.B. FOAM BOARD REINFORCID ' S.S. TAINLESS STEEL WAINSCOT DISABILITIES ACT, F.B.O. FURNISHED BY MAS. MASONRY Final inspection approval is CARLSON "If Wig Ygi !u'S STORM SEWER OPTIONS ACCESSIBILITY OTHERS MATL. MATERIAL S.S.C. SMOOTH SAWN CEDAR �� "� = prior to occupancy.FROST DEPTH 0 WALL HYDRANTS GUIDELINES F.D. FLOOR DRAIN MAX' MAXIMUM VEIT N ��SAN^�EyKSAN|TARy SEWER � d=pess shall posted INCHES DEEP PARAPET NEON BA. BATH F.E. FIRE EXTINGUISHER MECH. MECHANICAL SEC. SECTION ARCHITECTS PC �L WI ADDITIONAL FLOOR DRAINS B.C.�' OF CURB F.E.C. FIRE EXTINGUISHER and , ^=" �rom street.UTILITY SERVICE k ^ ��NUFACTUR|NQ SCHED. SCHEDULE Approved TRENCH DRAIN B.F.F. BELOW FINISH FLOOR AND CABINET ARCHITECTURE ° INTERIOR DESIGN 3 PHASE ELECTRIC W/GAS kFR, SHT. SHEET ON-DEMAND GAS WATER HEATER F.F. FINISHED FLOOR MH. MANHOLE shall b � ��°SHTHC' SHEATHING m03-390-m281"FAX m03-3w0-2459°,===~="~="=M EXHAUST HOOD SYSTEM • PRE-WIRING FOR ALARM SYSTEM B.U.R. BUILT-UP ROOF FIN. FINISH MIN. MINIMUM wm��vERmO�NORM SALE�»R �Nn'3m S|M. SIMILIAR � FFIC� � � PYHALTON • SITE LIGHTING BD. BOARD FLG. FLASHING MIR. MIRROR msmwsm AMERICAN INSTITUTE wpARCHITECTS SL. SLIDING RESTROOM • HVAC UPGRADE BK. BR|CK|N� FLR. FLOOR MISC. MISCELLANEOUS 3- SPACE [} STORAGE BUILDING BLDG. BUILDING FND. FOUNDATION MTh. MOUNTED SPEC.(S)/ "` SPECIFICATION ON (�) WITHOUT A CORRIDOR BLK. BLOCK FT. FOOT MTL METAL ` / ��// ` ' NO DATE ISSUES AND REVISIONS DATE ISSUES AND ��|�i��J� USING EXTERIOR DOOR INTO FRONT RESTROOM 0 FULL LENGTH ROOF LADDER BLK�_ �LOCK|N� FTG. FOOTING ' SQ. SQUARE '`= =' ` ''- '^^~~~^^-~^ ~ ^'"= '`°- ~'`�^`�',^� =^ ` '^- '`~~^=^-~^ ' `'`^^ REVISIONS 0 STAB-IN CANOPY COLUMNS BM. BEAM F.R. FIRE RATED N. NORTH STA. STATION 01-29-2010 PERMIT SUBMITTAL TRASH ENCLOSURE SIZE 0 CANOPY DECK PANS ABOVE STRUCTURE B.M. BENCH MARK FRTW. FIRE RETARDANT N.I.C. NOT IN CONTRACT STD. STANDARD ' '/\` 26' WIDE O RESTROOM BASEBOARD HEATER BOT. BOTTOM TREATED WOOD N.T.S. NOT TO SCALE STL' STEEL / � S `� |� �| �� ( 1 | L�- � - �� ^ | ) FREE �TAND|N� D|NER TABL�8 BR�' BEAR|N� F.R.P. F|�ER�LA83 N0' �r � NU�BER STDR' STORAQE| | � | �~� �� - �- �� c-' / � �� TRASH ENCLOSURE MATERIAL N�� NOMINAL STRUCT STRUCTURAL A /\ BRZ. BRONZE REINFORCED PANEL NOM. ' / � BRICK PLAN VARIATIONS BTU BRITISH THERMAL 0.C. ON CENTER SUSP. SUSPENDED DRIVE Tl|RU IH]P TI IRU UNIT O.D. OUTSIDE DIAMETER T. TREADS G \| A f S A 10'10 A 10'10 CANOPY LIGHTING G.B. GRAB BARS 0 07 DOUBLE WIDE CANOPY T.&B. TOP AND BOTTOM GENERAL CONTRACTDR| / 8 FT FLUORESCENT STRIP C.B. CATCH BA3|N C.I. CAST IRON 0A' OVERALL l[&G' TONGUE AND GROOVE 1 FOR THE PURPOSE OF THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS THE TERM LAYOUT C.J. CONTROL JOINT G.I. GALVANIZED IRON OPNG. OPENING TB. TACKBOARD ^ "BY G.C." WILL REFER TO ITEMS PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR,REFERENCE BUILDING SECTION LAYOUT A C.L. CENTER LINE GA GAUGE OPP. OPPOSITE T.C. TOP OF CURB THEIR SUBCONTRACTORS AND OR AGENTS. THE TERM "BY OWNER" WILL REFER TO ITEMS C.M.U. ~CONCRETE MASONRY GALV. GALVANIZED 0.H. OPPOSITE HAND T.O. TOP OF PROVIDED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. THE TERM N.I.C. UN|T GL. GLASS OVN. OVEN T.O.S. TOP OF STEEL WILL REFER TO ITEMS NOT IN CONTRACT OR PROVIDED AND INSTALLED BY THE OWNER AND A REVISION 7 LEVEL LINE OR CORNER POINT C.O. CASED OPENING C.O. CLEAN OUT C.Y. CUBIC YARD GR. GRADE GYP. GYPSUM GWB GYPSUM BOARD P.C. PRECAST TEL. TELEPHONE P.E.J. PREMOLDED EXPANSION TEMP. TEMPERED JOINT THK. THICK OR THEIR AGENTS.2. UNLESS NOTED OTHERWISE, ALL ITEMS ARE ASSUMED TO BE BY "G.C." " TV TELEVISION 3. ALL WORK TO BE PERFORMED SHALL COMPLY WITH ALL GOVERNING FEDERAL, STATE AND CEM. CEMENT P.F. PRE-F|N|3HED ' ` ' CLG. CEILING H.C. HOLLOW CORE P.L. PROPERTY LINE TYP. TYPICAL MUNICIPAL CODES AND ORDINANCES. 4. DO NOT SCALE DRAWINGS. 108 DOOR NUMBER 104 ROOk4 NAME AND CLR. CLEAR H.M. HOLLOW METAL P.P. POWER POLE V.B. VAPOR BARRIER �` ANY DEVIATION FROM THESE CONSTRUCTION DOCUMENTS ON THE PART [)F THE GENERAL NUMBER COL. COLUMN H.M.D. HOLLOW METAL P.T.D. PAPER TOWEL V.C.T. VINYL COMPOSITION ' c KITCHEN COMP. COMPOSITION DOOR DISPENSER TILE CONTRACTOR, ANY SUBCONTRACTOR, VENDOR, AND/OR SUPPLIER, OR USE OF THESE CONC. CONCRETE H.M.F. HOLLOW METAL P.T.R. PAPER TOWEL V.W.C. VINYL WALL COVERING CONSTRUCTION DOCUMENTS AT ANY LOCATION OTHER THAN THAT FOR WHICH THEY WERE A WINDOW NUMBER INTERIOR / CONST. CONSTRUCTION FRAME RECEPTOR VAR. VARIES INTENDED, SHALL RELEASE SONIC INDUSTRIES, SONIC CORP., AND ITS SUBSIDIARIES, AND THEIR CONT. CONTINUOUS HD. HEAD PL. PLATE VERT. VERTICAL OFFICERS, DIRECTORS, SHAREHOLDERS AGENTS, EMPLOYEES, REPRESENTATIVES, SUCCESSORS AND p- -� ELEVATION ' ' ' ` ` ` ` ' 8 1 CONTR. CONTRACTOR HDR. HEADER PLAM. PLASTIC LAMINATE V.F.P. VINYL FACED PANEL ASSIGNS, FROM ANY AND ALL LIABILITY INCURRED IN LITIGATION OR OTHERWISE WITH RESPECT TO CS. COUNTER SINK HDWR. HARDWARE PLYWD. PLYWOOD THE CONSTRUCTION OF THIS DRIVE-IN. A 10.10 W.C. WATER CLOSET NUMBER HORZ. P.O.S. �| DETAIL REFERENCE DRINKING FOUNTAIN HRD. HARD PR. PAIR W.F. WIDE FLANGE NOTICE O[ CONFIDENTIALITY AND CO P Y R|GL T SHEET NUMBER DROP INLET HT. HEIGHT PSF POUNDS PER SQUARE W.FM. WELDED FRAME THESE DRAWINGS AND ALL INFORMATION CONTAINED IN THEM (A) THE PROPRIETARY Y AND D OD''.'L|F' D.S. DEAD LOAD DOWN SPOUT HTG' HEATING HVAC HEATING/VENTILATING/ PSI FOOT POUNDS PER SQUARE W.H. WALL HYDRANT W.HYD. WATER HEATER CONFIDENTIAL PROPERTY OF SONIC CORPORATION AND SUBSIDIARIES, (B) ARE NOT TO BE AIR CONDITIONING INCH W.P. WATER PROOF REPRODUCED IN ANY MATTER, IN WHOLE OR IN PART, WITHOUT PRIOR WRITTEN CONSENT OF �� D.W. DISHWASHER PT. PAINT W.W.F.KF WELDED WIRE FABRIC SONIC CORPORATION AND SUBSIDIARIES, ` \ ARE NOT TO BE USED FOR ANY PURPOSE OTHER 1 DBL. DOUBLE I.D. INSIDE DIAMETER PTD. PAINTED W/ WITH THAN BY THE DESIGNATED SONIC DRIVE-IN FRANCHISEE FOR CONSTRUCTION OF THE DRAWN DIA. DIAMETER IN. INCH PVC. POLYVINYL CHLORIDE W/O WITHOUT DRIVE-EN AT THE SPECIFIED LOCAll[N, THESE DRAWINGS ARE COPYRIGHTED. DIAG. DIAGONAL INCL. INCLUDE PVMT. PAVEMENT WD. WOOD UNAUTHORIZED COPYING OR OTHER MISUSE OF THESE DRAWINGS MAY SUBJECT THE VIOLATOR D|M. DIMENSION INSUL. INSULATION WSCT. WAINSCOT TO CIVIL AND CRIMINAL RNE8 AND PENALTIES. UPON COMPLETION OF CONSTRUCTION OR AT DR. DOOR INT. INTERIOR R. RISER WT. WEIGHT THE REQUEST OF SONIC CORPORATION AND SUBSIDIARIES, WHICHEVER IS SOONER, ALL COPIES DETAIL R. RADIUS W.S. WEATHER STRIP AND SETS OF THESE DRAWINGS MUST BE RETURNED TO SONIC CORPORATION AND SUBSIDIARIES. ��JDN� --------~ ~~=~' °w�� - V g@irkqg @ME GENERAL NOTES: I. ALL. DIMENSIONS AT CURBS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL AND PRACTICAL INSTALLATION. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY (-4) COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. r-...., 4. LOCATIONS OF PYLON / MONUMENT SIGNS AND ENTER / EXIT -----4 FRED A. HA RIS c---- .0 ., SIGNS ARE NOT EXACT. THE CONTRACTOR SHALL VERIFY C:4 -F_ EXACT LOCATIONS WITH OWNER / CONSTRUCTION MANAGER. • (f) SALEM, OREGON ,., ... 5. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELO TOP OF ALL WALKS AND CURE33. TOP SOIL TO BE 1 W .1 '1 / ADDED TO THE LEVEL OF THE WALKS OR CURBS. 4 OF 6% 6. ALL DOWNSPOUTS SHALL BE 4"47 SCHEDULE 40 PVC PAINTED TO MATCH COLUMNS AND SHALL BE CONNECTED c.i) TO BELOW GRADE STORMNATER PIPING - REF: CIVIL Z -, DR.ANINGS. ri5 Z 5 `;15 fT3 Li j v) CC W tt 55 La w a Et w z gi cvn) < La La 0 (f) IL.a.1 1-1-1 CA D 8 0 A / -'-, (f) I I (I) u) _ ' . '! 1.- ,::..,,;:, :ri" /\ '""">\(.'n""")( 7 7 7"'".7""• •X Annitigrlihk. Alk 41‘. Adanr. 467.46.-Adanardk adr. .4k AdanarAdik Ab. ■.. 4ank .41.711.- AMP" ;,-- ---;. . l'-' t.' ftli2 x x " ".. ... ..„, , c , \/, \/\, \ , /k 7, \7\:\;---\:-/7 7/\-/7 ./\. ./\:V V V V V V V Y \X/ V / / ' \/ ;\7/ \/ \/ > i':-:C::::::;;; , c„ '''.\,. z, / z, 7, 7, 7„/ v ,v, v ,v \/\/\/\A A A A A A A A A A A A A A A A A A A A A A A > /\ > is, > ,? \ ,X > ,X \ SITE PLAN KEYNOTES / . ,.,......‘ - ---,,-z , --\ -\\ -- ... .._ ,..-_. / \/ ,/,.)-..;', z<1,,,</\ ?'A A '" ' " /.; \./\/\/\/\/\/\ ' -:-.:- -1''' ' <>:/:2,,'' ',/. ,\/\„\\/‘\s/v\/,v\c, v\/,;\(\/r 7-,\ EL-7\/-\/ \/ -A-A-A-A-A A A A e\-4-17./'lc----\AC\AC\AC\AC;:NA>A/\\AZ-\A/.-\\.A/ \I '/1-\A/\y /\/\ .- --\*/'-'-'\;‹\\/C\ ‘N'il/\>\\\\' \C\/>\4‘1/‹./>\ ITEM NO li-Y- RI RI si4:1' 1 1 0 T 7 0 Tize.AFFIC FLOW ARROW (TYPICAL), REF: 5125.25 - I \ \ -"'"---- \ \ ' <\ \ \ /\ /s 0 4" PAINTED STRIPES (TYPICAL), REF: SPECIFICATIONS, -'*-..-: ---!. .-- / /A \i' \/ \/ \/ \/ \/ <f </\/\/\/\/\/\/\ \1\/\/\/\/\/\/\/\-/\ I I / ' ' \\ \ / \ / \I -.7----1' ' < N V \ .,>\<,,/\<,\:, ;`/\iiit,/.\/7\\,/ \/ I \.,,\,\/\/\/\›\/\/\/\,/\,,\/\27\vAv.7.:(AvAs -YAY IvAviAAY;eAvAYAYAYA :\\.:\\: \,://,\T;''.1\"/Y:"-);\ )\///\\/ K/\\/> -N7/\\:/> 1 ..,.,,7„. .....: i \ / „ ,,,....-, SECTION 02580, SI-1EET SPI 0 CUM3 RAMP (TYPICAL), REF: 5124 $ \/\ //\ > > )"\ift/Iltriz \.// DiLl -:/ /A .If-. \ \ \ \ \ \ \;\ ./. 1 AAAAAAAAAAA A \ A \ ) N\ / I \ \ \ l /\/\/ \/\\K\/ L \ ‘\ ® TRASH ENCLOSURE, REF: 5125.01 / / /‘ \/\ /\ /N\ / 1 it /.,#/\ Y Y V Y .1 \/ YYYYYY Y Y Y 4 X / > / > K \, 4111116- 0 RAILING, REF: SD224 -: ' ''''-'''' \.' > / / V V \ \\/\ fli/19,4-,-:_\'' ., f/\ / ,• -- * • .: ".,•--'-:' // > $/ \ N 'it'/,' :,\\.:7::: \,/i\k// / / / // // // / A A A A A A , ,1 -- ... -. / / \ / o 44 CD 0 1,3 / /\/\/\/\/ *-T-'1';;-::4-' I /\ v\\/;\_/\/, z\/\\/,\\ (4/:1114116:*),-/ I ..5\//>11)/>//\>///\\//\//\//s\> />\ ././.>\ \‘,/>/ \A//:I \\A/\/\\A/\A A A A A A A A A I \?: A/C\1>A /\\/\\AT /\\/-A//\> '1\\'‘,,, II )<1 • . _ a'• t < / \ \ .\, \ \ \ \ \ \ \ \ \ \>er Y Y , 0 BOLLARD, REF: S122.20 O GREASE TRAP, REF: P2.02 L___Nr, '' l- 1-1-1 6 z 2 -14 CI 0 0 1- -.-.1-7..1"...i':'..;7:-'::*:': fi>41;i0;>41( \ p::::1'1114.._. .., , / < \,,,,rL\/\/\/\/\/\/\/, / / / / / / y y y YYYYYY /YYAI / / / '`, Ilri VD 1 0 SANITARY SEWER LINE, fREF. PLUMBING DRAWINGS cc _ w 0 0/ \ dif - I 44/70/41: ,„:\ \ \ \ \ \ \ i /\/\/\/\/\/ / ' \/ / / '\ \'\ ' \ \ . A' A. AAAAA > y y y > 0 UNDERGROUND GAS LINE, REF. PLUMBING DRAWINGS jr I* oct. Ee. 1 o. ics. Si a, .;..:. .i.-..-it fad i . < < \,,/ / ,....--_.:..-.: ,,, A A /\ \ \ \ \ \ \ \ \ \ \ / icji--- --• 0/ AV > >' > / ‘,./\/ / / / 411. „,-. , , , \ LU • LIJ w ik ow isiii„;, / ,,, ,,,, ,, , „ _ <, .,,,,,..„ „ /. / / ./ /.. „ , , ,,,,,,,„\,„\ .- / / , , , ,/ ,,. / \ g UNDERGROUND WATER LINE IN/METER, REF. PLUM. DWGS. attiesti /MP' f 4. iN )\ >WM( tit-, ' \AA \o' \= \ \ \ \ \ \ \ \ \ \ \ \ / /\/\/\/\1 /\/\71 \/ \/\/ \\/ '' \/\/.....\.,\/\,..----"/ \ \-7\ --- .0...., / ;1114 (0 Z (+es,. CO... .-..: 4 1,. 411.1111111•Kah. .A. IL mimpwamir■ 1 .ii: .4■■•■ .1 * I..■ 171 p --- 774 k _ k ,... ...••••■ I 44: ............. ..ti V, ....,.......:. '4:'-------.-='-'"-----?..:-.......--. .,■11„.r4.--,...:. •::, A 4 "' - Alb's 4 IA\ - --- *TR X > 0 UNDERGROUND ELECTRIC LINE k . :, ,.; . , ,,,, \ ..6„ 42(3„ / 111, t •---- , "--0-- -,-7*-- - ------ --;--- - ----- --< - - ---- - ' :;," •- -.". Cilt loo l ' C4. UNDERGROUND TELEPHONE LINE, REF. ELEC. £21,465. . .-"..„-_ „. ---*--1: itt / /tithe (5 Lij A 0 z 0 z < ..i,.:.!-i i-..- 1--- AI .. , ko IRRIGATION SYSTEM PIPING - SEE LANDSCAPE DINGS. 014 w ce to 0 0 , -. _- 4 •\r",.\\ \is_.-_° - \ - \\I \ \,,.... 12'...6" 11, 151-4" cr e .f,.. :.... , A. 411, •<"(°7 - 0\ f ''-' oci. ORDER BOARD AND DETECTOR LOOP, REF: 5122.01, - 0 • r4 < ce -- - ---t -.: \ -%------ 1 4‘v - - .. .....„„ ,) \ IiiiR' \ im cr w i--. -,4--,,, - I LU ;El ILI w SD2.2I, AND SHEET 3125 -•---ii,..-: klity 11 --- - .1, ' •. 1 . . . .....- 441, 0 DID Zi .. ..---:':::::-. ---- ''.0!* C.) MENU / CANOPY POST (T(PICAL), REF: CAI.25 ° 1 g fro Lli ' - :-- -:.*:•.- *- - , --- I '•-:- ---.. \O .,, / 0- As' I", .,:::'------:.- )1 ‘0, .- .1-.4.-f.- : .,. , 4. &... Will &oils, F- - - _ ____ -4' ' ':' ..:::::-. ': ' . '. . .::..:.. ...0 0. BIKE RACK. 1:?..EF: SD5.02 ce ce cb 2 rks .:---'' .'07 '7 /7,\:: cr 1 =0 vir- :.:::::7 2:7.. /:.-..::::':\L-j- ..- 1.-- -0 11- ', ----:-:-.--:,- 19 wir _ ....4 205'-0" PRIMARY STACi_c_IN 151-0" B• • -UP STACKING -- --• -------- •0•-----:: -...:-: . -.. .- : .-...-. . ..... oi 4:1:b CONCRETE PAVING, REF: SD5.0q •: '----- •- P,, 41:r0 - -1 0 . --...._ .. .-•• -:.::.:-:-' ::-: -----:--- -.-...... -.2.-„:. _... arev,...-----7......... 0 0 /3" THICK, CONCRETE PAVING IN THIS AREA gra, OffiliatIlWall__=...-mli k■r11177711110:, rill I IIZOIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII On, \ •ct- o._ Z 0 0 c: ..:.-:.--•y;::.3,14 f - - - - - :.-.--- ---.. ,r_.. .._.- w..0 r•Az 4 "Tx killiellifillu SONIC -(? 1.- .--, ...,/-,-;\ )1741; .. ... ... .. .. ........ 0. a 0, w g. "CARHOP CROSSING" SIGNAGE, REF: 502.11 IF USED tE> "PICK UP ORDER HERE" SIGNAGE, REF: an.rt IF USED K i= f- .:o ...,,, UGE \ 0,, < i) umminsm.AkatAk41 Y F. . ;4- SWR 0 0 121-0" ‘°1 "Aithir 1 141,:11211'1.7"0 e0 C;;I_____0" 121 On illEt 0. REF. SHEET S125 FOR AUTO PATIO INFORMATION - N.E1N POLE MOUNTED LIGHT, fR.EF. ELEC. DINGS. czol(11 0 1.1-1 - I 0 kehr.:.' . nftrim111111111WI rirliriii ..;:.-,--:...-::i,--4,,,, I P=. -- IL-.--;.-..111111,1191iiiim I ---. - ‘. 1 ii- 1--_,-mt_-.!, t , jai __ . :_c-. .1 .-.:,'digil P' b 0 ...: e .:;._,1r, :- ::=-- .::.- --4,/ / i Six ... ..irKik .41Aiiiin ‘X4 ,ip,,,,r, mum 65i-0" inliallifillii...11111.11111111111111111111111111111111.111111-1161111111011111111111111111111111111111.11111.11111111"WAN, 111 W IR it) \ TR MB . WIR 1 liggiiiilli, Sl giiii11111111iiii11111111110, WINGNISitalvtit-';'-'. ,` 0 O TACTILE WARNING SURFACE ON PAVEMENT. eL ill tY }- 0 3. 0 0 x Sy F.- iligallailliall 4:4 CONC. CURE3 4 GUTTER. REF: DETAILS ON CIVIL SHEETS 0 x 13) -<u.so 6- a;.f..--.1,--.:.,-;-:.--1 fiel _i 0 IYI e A, O CONC. WALKS REF: CIVIL DRAWINGS -2 I .....) < -v) 4 ,.fr REF. SHEET 5125 FOR PATIO LAYOUT, FURNISHINGS, AND In (1) ,,,,„, ••-•------ „ vil 0 --------"--‘--1 I"■•■••'4 5--- .' °" .' "1.11.--7-:: 4 a■■ ' It e oiroj cpzrj. O 5/4" YARD HYDRANT OFF IRRIGATION LINE, SUPPLIED \lot \,,,,,,_____ rAii- / 01.41., 4 _.,......0. cicti-.5" „.*1 r- ail 0 -;c1- .----- fii..... ....1 .00........HivAiLvo:•••••••..._, MONUMENT SI VAIt." .••■•■.I.,f. ,,,000f,,„„w 0ujoi* , \2: tila 0)clz< 471 r.i•ii. 1 AND INSTALLED BY PLUMBING CONTRACTOR. - ..___ il I h\--1---1114,1 I I p■ ••Illieg-.'1'.11"-11 P IP:-.--.7--''...imi.'"Pi"--r:11 1 1 411111111111.1"."."".•""•.""•"•.•""6.".••"•".".".111116- I-- liii ix : -- \ \ 6 qiit, 0 Mil 00-■...-...., '9 1-- MI 101.0000 „,,•000,1 0 ••■,,,,...vi ii-- :,,, I _, _i 4/64111%* .11-0 ,00010-1.0 ,„,, ,,,„„..-- . . N\ il S ----.1.--iivl 0 -62 SIGN SCHEPULE / 41 in - UGT -T--- !T - U _ riii .. ... ,.. ..._,..17--1-----. ...--- ____.....-4_, ..._ ----' -'- ---I. a) <> %%or 1,../ T r0211111111111111Mmill 0 * iii....___ , juu_ _____----- *.-\\ UGT is „ . 101 0/ ITEM aTY. REFERENCE SIGN -TYPE (..) W* tit jol -- -\-.1 /1) - MI ---......-...... INI" --""""•'"."..-*,*■+a.r.■-a....- --e,,...,...„.„„,,, ....... 41111-711 itiffatatole , k 01 I I I I I I lifi ...el--. 11 - \/ N.i.7 9° ii q.... ..,..7\ • I , '''' POLE SIGN iii**** ______ -. ., 0 /IA il 4) 2 5122.25 ENTER SIGN -- - 00-- z-,- - --ii- ,--`.•: I•-_ ;.. -: 1- - ,. •_!-.;.-.'..: 0-ilira7---- 'MEM - - - - 111". -42-. ..-.'" *---- ." .. - - . . - - .. , . ., ....... .-..-4.- ,ed 8 2 7' 1*.‘4#*:111Wir- .1, .-.,,,--,-.7.`:-.7"-.''TT--'.,,--7-----...- .-. - - ,,1 -.2.-- -I. 2.--"•,',. .--.....- t:3c-' ',-.=_...;,----.--•,1----• - •I:-...-=. - ,: '•-'.-. - ' '' --.:''' .-'--'.' :-."‘.'7,-`. t ..! -;l';---;:i%,' :- : -, ",.:- ,4..- -:---1::"..• 3- .`. -C 4,T-.-.-,, --.--7.-:.,<,. . -- , .!.-!, 0 ,..- , 0) 4 5 512225 EXIT SIGN 5122.1G1 HANDICAPPED PARKING SIGN 0:-'''''':-* -,;-. - 8 I 5122.11 "STOP" 4 "DO NOT ENTER" SIGNAGE z „0..., Ir . I 5122.12 "VEHICLE CROSSING" 5IeN L.] 0 0° Z LES SCH 0B , l.: LE6E1\11:7• . _ 0 _ uj EL - - PROPERTY LINE fl o a_ 1-1 Ill K w - - - - - EASEMENT / BUFFERS ' tr) < 11-- -- * ____ 1-8.-.! 0 0 k.1) - - BUILDING SETBACK LINE F- 6) NOTE: REFER TO GEOTECHINICAL REPORT AND CIVIL DRAWINGS ® SITE PLAN NOTE 0 FOR ALL DESIGN OF PAVEMENT, JOINTS (EXPANSION, CONTROL, AND CONSTRUCTION), GRADING AND UTILITY © CUSTOMER PARKING STALL Cf) Z INFORMATION AND REQUIRED SUB-GRADE PREPARATION. IF OWNER ELECTS NOT TO RETAIN SERVICES OF A CIVIL <> SIGN (SEE SCHEDULE) ENGINEER AND OBTAIN A OTECHNICAL (SOILS) RE-PORT, CO CONTRACTOR AND OWNER SHALL ASSUME FULL UGE UNDERGROUND ELECTRIC LINE RESPONSIBILITY FOR CHOICE OF PAVING DESIGN INCLUDING SUB-GRADE PREPARATION, CONCRETE PAVING SHEET THICKNSS, REINFORCING, AND CONTROL, CONSTRUCTION, UGT UNDERGROUND 'TELEPHONE LINE AND EXPANSION JOINT PLACEMENT,GRADING, SITE DRAINAGE, UTILITY DESIGN AND ALL SITE RELATED UGC UNDERGROUND GAS LINE SDI CONSTRUCTION. C) WTR 1A1ATER LINE evoiR7.. NOTE: *T\ 'it CURBING ADJACENT TO BUILDING AND ANY BUILDING SWR SANITARY SEER LINE SITE PLAN STALLS SHALL BE 4" TALL AND ALL OTHERS SHALL D WG: I I" = 20'_0" 410 BE 6 . VERIFY LOCAL ORDINANCES PRIOR TO INSTALLATION. g@bVig 08908 §@likqg c'1 @Rqg NJ©If\li MENU BOARD (OR PREVIEW BOARD, MENU BOARD - SEE SITE ,I 30" ,/ SEE SITE PLAN) SUPPLIED AND PLAN - SUPPLIED AND INSTALLED BY OWNER INSTALLED BY OWNER \ l 1�- SIGN BACKGROUND: WHITE, 6114" -1„ INSTRUCTIONS: RETROREFLECTIVE SHEETING d I ' \,,,,, L POSITION PREFORMED LOOP APPROXIMATELY I'-6" TO 2'-0" (fl( CIRCLE: RED,RETROREFLECTIVE �- FROM CURB CENTERED IN FRONT OF MENUBOARD oR = NOT SIGN LETTERING: WHITE, �o SPEAKER POST 2" �� m � i RETROREFLECTIVE 2. LOOP SHOULD BE INSTALLED 2 TO 3 BELOW THE SURFACE ENTER OF THE PAVEMENT(5" MAX. DEPTH) DO NOT USE METALLIC HARDWARE AS SUPPORT IF INSTALLED IN ASPHALT,COVER � SPEAKER PEDESTAL LOOP WITH A MN. OF I" SOIL OR SAND TO PROTECT FROM \ '. 1 5 TALL LETTERING, TYP. SUPPLIED AND HOT ASPHALT �� rl ,� INSTALLED BY OWNER 3. CONNECT LOOP TO I/2" CONDUIT STUBBING UP IN SPEAKER 30" `� �� - q„ POST m 4"x4"x4'-O" SQUARE TUBE I "DO NOT ENTER" ON FRED A. HA RIS 4. WIRE MESH OR REINFORCEMENT IN CONCRETE SHOULD BE '� OPP SIDE - SEE ABOVE SIGN BACKGROUND: YELLOW, .,..._ SUPPLIED WITH BOARD _ GUT AWAY FROM PERIMETER OF LOOP A MIN. OF 6" RETROREFLEGTIVE.SHEETING `- • I o \ ---- 5. ALL CONNECTIONS AND SPLICES TO LOOP WIRES MUST BE SIGN BACKGROUND: RED, p SALEM, OREGON N SOLDERED �' RETROREFLECTIVE SHEETING SIGN LETTERING: BLACK, NOTE: LOOP AND GABLE FURNISHED BY OWNER AND m _ ,gyp 0,, RETROREFLECTIVE 1.,) % INSTALLED BY G.G., FINAL HOOK UP BY P.O.S. VENDOR SIGN LETTERING: WHITE, N 4 OF 11�EXTEND CONDUIT UP RETROREFLEGTIVE ABOVE PIPE \-- \ } 10" �.. VEHICLE O TALL LETTERING,TYP. Z o -' PRE-FORMED BASE PLATE AND w _ CROSSING - _ m I L w v� ANCHOR BOLTS SUPPLIED BY 5 'li _ �i I OWNER INSTALLED BY G.G. tr �� Li N p N I 5 TALL LE t I kkING,TYP. CC w ry I � z a MENU/PREVIEW BOARD ) I MFRS PREFORMED LOOP Z BASE CLADDING i I PAVEMENT STEEL POST STEEL POST "� GRADE v _ z ,� GRADE - GRADE I GRADE `P W _f n a _ J- —_I I -I - 4 d I I r —I - d �s —1 I ' _ ...-e !!1 —�-�-- in —M-- I . ° I I- I I 1 I I-I ` a F=1 ,— I I 1=� - QII .1, 11 ° 11_1 III_ :. . —�-- v --i--- c��n II, a. _I O i1I_ ° . =I = . IIy ° IA — I III , ::�,'' '• = -=r.._ __ _ m• 4 ° - °� 4 I ° •. :�• .:. ' " ' —'FINISH GRADE FINISH GRADE w c 4 •C — a .. .. �- la= -• - - - --- —, - - - , * \k I I 4 a \ ° � -1a- \ l 4 a o I 4' 4' . O .a I'-6" DID. ''�• 4 , -- - im ( I2" DIAMETER m • ( 12" DIAL 4 4 CONCRETE FOOTING GONGS FOOTING Z <� <� N N -•• 3/4" CONDUIT FROM ELEC. DETECTOR LOOP WIRE TO ° ° ° ° I'-6" D I A. PANEL TO MENU BOARD SPEAKER FROM I'-6" D I A. FOR POWER PREFORMED LOOP a _ a ' TO BUILDING J-BOX (� 4 ° ° a ° - ° "„ 3-1/2 O.D. STL PIPE SUPPLIED BY OWNER # INSTALLED BY G.C. ,�/ M{ �Pi ' ° co '- VERIFY WITH LOCAL VERIFY WITH LOCAL �� © 0 z w CONDITIONS CONDITIONS rilir U CONCRETE FOOTING PREVIEW BOARD MENU BOARD: MENU BOARD: SPEAKER PEDESTAL: 4 11-( 0 1a Q MODEL *52KD2020 MODEL # S2KD2020 MODEL *S2KDIO5O,MODEL # f.- w tcs- 52KD1025,MODEL # 52K01060,OR i- • c NOTE: SEE SITE PLAN FOR EXACT LOCATION MODEL # S2K0I010 - COORDINATE f13 Z 4r 1 SEE SHEET E-I FOR WIRING. WITH P05 VENDOR TO SELECT 1- c IT i APPROPRIATE MODEL M rt - 07 W � p z r7RIVE-THRU MENU SOAR PROFILE 1 1/ 11 "STOP " ? LiQ �TO� SINAE SINAE � 3/4" = 1 1-O I' NOT TO SCALE NOT TO SCALE " U ' a i 'Au_ i-,q .1 NOTES: 0 co Lo 2 I. ALL LETTERING,GRAPHICS AND LINES TO BE DONE TEMPERED OR LAMINATED O" a: o gl IN REFLECTIVE WHITE ON PANTONE RED 485 SAFETY GLASS TYPICAL < < 2 BACKGROUND UNLESS NOTED OTHERWISE, TOUCH UP SCREW HEADS WITH PAINT TO MATCH. x % CHANNEL WELDED TO EACH 2. ALL LE t I kkING TO SE 2" TALL FUTURA CONDENSED SIDE OF POST v lNEOPRENE GLASS EXTRA BOLD UNLESS NOTED OTHERWISE. PROTECTION ALL (3) SIDES '� o-- 3. IF USED, SEE SITE PLAN FOR LOCATION Z 5 O O 4. SUPPLIED BY OWNER, INSTALLED BY G.G. • Arm- 0 O IS" 1` NOTE: THIS PLAN IS G ENER1CI. REF SD) FOR F.XAT BU ILO IN / SRI Y -THRU TS 2 x 2 x 0.1875 POST V z000• rt • CONCRETE WALL GAP BELOW t3 I 1 a a LAYOUT. 0 I �" >RE,- PARTIAL ELAN o �- � o o Qz� Z IU OR20-65 NOTE: U < j _co o ,:X REF DETAIL 01 SHEET SP5 FOR a O 0 U I <W cl s illi Z.0 SIGN BACKGROUND: BLUE, - O RETROREFLECTIVE SHEETING �I- PARKING WITH D.M.V. Step i FULL EXTENT OF PATIO WALL Z —s Z SIGN LEGEND: WHITE a 0 O d 11i W m a a DISABLED PERMIT ONLY r Orel� �- -�r..�._.-, VIOLATORS SUBJECT TO RETROREFLECTIVE P - / `'Mt -� O dC Q TOWING UNDER t cj , 0n F z z ORS 811.620 AND FINE I" TALL LE t t EKING,TYP. t j s .f,�„ ' �� ' O °z W o UP TO$470 UNDE �' O m . ---- - �,°"�"`•. . C R O S S I N G ` w o w ORS 811.615 6 D I A. CONCRETE FILLED > o • N a w I w STEEL POST v 111111r. ' ' z 1 vI L o a `` Z �il Step #I a -mz Illik p _� 1 Q so 3 Z a 4 I I ____--!" OR I I/2" TALL LETTERING O � . in VAN-ACCESSIBL F- OR20-6D < < ~ � o � Ad? 12" !8" SIGN BAGKG►F:OUND: BLUE w ` Q- WELDED TOP GAP TYPICAL r RETROREFLECTIVE SHEETING I- ©1 !1II << X cn J o U SIGN LEGEND: WHITE _ -1 "tep #2 �� }' -o RETROREFLECTIVE Q ' ` T 2 x 2 x O.18�t5 POST - SEE. a 7", ff 4 tZ 0 — - - � in S IGNAL 5 POST(CONTRACTOR OPTION: ` - 1 --�,-- St # i „ = �� PARTIAL PLAN ABOVE WOOD OR STEEL) ___� L. II Step #4 I-1/2 = I -O lir / / /5" CONCRETE /� I K/ / /CI FIN15H GRADE CONCRETE GAP BLOCK W A Ni --- 4 - - r a _ \ _ �r�_�' ILLUMINATED SIGN TS 2.5 x 2.5 x ale?S GALV SLEEVE I � y GU I DEL I NE5 FOR LOCATION I ON OF DRIVE THRU 4i" ;� --___ CABINET.NET. FURNI SHED - GAPPED e BOTTOM GROUTED sr(\ MENU BOARD AND SPEAKER PEDESTAL _�--=-----% INSTALLED BY OTHERS. SOLID INTO BRICK WALL J I- - ° 1 I L I V TER z :... — O 4 - d I. MARK ON THE CURB A POINT EVEN WITH THE DRIVER'S WINDOW ON THE FIFTH GAR IN THE DRIVE-THRU O Q =, �- o „ a - LANE (APPROXIMATELY q0' OF CURB LENGTH FROM THE FRONT OF THE DRIVE-THRU LANE). < v < 2" DIA. X 4' LONG DIRECT JAL _ Q �1 m - ( 12" DIAMETER IS DIAMETER > a - m X --I u� - CONCRETE FOOTING CONCRETE FOOTING -4 a. -_` 2. ON A L I NE PERPENDICULAR TO THE CURB, MARK A POINT I'-6" BEHIND THE FAGS = BURIAL COLUMN. _� w -4 OF THE CURB. THIS WILL BE THE CENTER POINT OF THE SPEAKER PEDESTAL. 1 FURNISHED BY OTHERS { t—�' 4 in -4 INSTALLED BY G.G. \ 4 \ 5. DRAW A SECOND LINE AT A 45-DEGREE ANGLE TO THE FIRST LINEiii cfJ V / >-- . MARK A POINT NT 6'-0" FROM THE CENTER OF WATER PROOF -sax - _� - I - a 4. a = THE SPEAKER PEDESTAL. THIS SECOND POINT WILL BE THE CENTER POINT OF THE DRIVE-THRU MENU BOARD. - . �— —,��_ _ DISCONNECT BY E.G. Iii m 0 '� m Zt. 4. 4 .0 � -t I-1 1—I� -II— . lI� a -I—1 I:�I I! I f''1 f'fl .,� � U 4. IF SECOND MENU BOARD IS USED (SEE SITE PLAN) MARK A POINT ON CURB EVEN WITH THE DRIVERS WINDOW OF THE �I�I I l=11I � � �' � � 3r x 7Y2 x i u STRUCTURAL BRICK z=)I ICI 1=. .. 12 D I A. X 2 DEEP 3000 VERIFY WITH LOCAL VERIFY WITH SIXTH GAR IN THE DRIVE-THRU LANE (APPROXIMATELY IIO' OF CURB LENGTH FROM THE FRONT OF THE DRIVE-THRU LANE) O 1=-1117_7-111 Ia t=-111=1' PSI CONCRETE FOOTING I CONCRETE PATIO ° CONDITIONS LOCAL GOND I TI ONS 5. ON A LINE PERPENDICULAR FROM THE CURB, LOCATE THE CENTER OF THE SECOND MENU BOARD 4`-0" FROM CURB. 6 - INSTALLED BY G.G. ini MOUNT THIS MENU BOARD PARALLEL TO FACE OF CURB. `-J r•°.. < 3/4" W.P. CONDUIT BY. E.G. �--- SHEET 0 NOM: MENU BOARDS NOT TO INTRUDE INTO WALKING SPACE FOR SIDEWALK OR RAMP. IF SO, MOVE MENU BOARD TO 111-0" #4 @ 48" OG IN GROUTED CELL 0 OTHER SIDE OF SIDEWALK AS SHOWN IN THIS ILLUSTRATION. SD2 „„„ 19 SECTION AA S BOLLARD 21 23 ENTER/EXIT SIGN DWG: 02109 NOT TO SGALE I" = I i_0h1 1/2" = I'-O" 5/4" = I'-O" §0ia �ol�oc� @fia@ KAig 2)/2")(2)g STL. TUBE I" SPACE STIFFENE- 'It' -\ 7-\ 7 -- \ 7 - _ --\ 4c=t,..._...\\__\.... 0, 0; i '._ (4) PIPE BOLLARDS - ...\.._ Ai i T _.( 1 I in REF. 512-2.20 I\ I 4" 9 I \ _ - 12Y2" In A___ 21-0" —7/ [ //'- N. . ., 1 i i )C- Qq li = 7 N _ 7 111 i ...... 2-I/2"X 2-1/2" ,.. I GATES ARE STEEL 111 11 - DCA 14 ill • STL 'TUBE GATE - in V N. Z FRAME IN/METAL PECK 1 *5 BAR VERT. FRAME T - 1 -r SLEEVE -6 I iy,.. O.D. II) Ake, it) z- -N , 7, I FINISH t- III WELD 64" DIA. GALV. STL. SATE ,,v BOTH I II -a) POST CONC. FILLEr, AND STLPIPE e,, - 'e,f?:. CA N > 4 (4) CANE BOLTS = *-- CAPPED EMBEDDED 50" 111 N 14" LG. REF DETAIL II tni. DEEF' IN A 56" DEEP jilk c,,....7 FRED A. HA RIS' ..D N NN 111 SIDES in r \ FOOTING -N. 7 gill (4) GATE POSTS EMBEDDED bilk HELD AA'41'- 1 IN 51-0" DEEP 18" DIA. AROUND \<4 6,,,xe,lixyail GATE FACING PANEL OF 1111k 0/2"X liYX 54"X 12" • • N — 1 N - '-' LG. STL. ANGLE tn. SALEM, OREGON , .. CONCRETE FOOTING i ''' GUSSET PL GALVANIZED CORRUGATED [ • 1 f/ t. \ N1/4,„.„,' WELD ALL AROUND \ - 6" DIA. > II) \ /,.....=.., 7 --7 - 7.......,...., I . I I I -ROVIDE CANE i•- \ )" 411 \ 41) ID i • ) \ 1 I 1 'I i \ III</ (4) 6" DIA. GATE POSTS IN I I I Th1111' -1 I 1 BOLT A5 SHOWN k 4) OF 6'% ' -6 77 :It \\.c;lEI/tt.s,101.stRI r„NrEO A RCI,)LsZLL_I' STEEL E E L 2../g SQUARE GALV. 1 51-0" DEEP 181'0 FOOTINGS - I I I I I I I -.. 1111 Ic/2" ' 1 1111 1 2" TOP OF STL. TUBING. 54" I I I I AROUND T-6 1/4" II ', 1 r-o" II REF. SD-5.06 L___I-L Li 14_, t__I-li SLAB ,--- HALL GATE FRAME PROVIDE CANE BOLT AS V) I , 11 (8) STL. SLEEVES IN Yi/ DIAG. BRACING SHOINN 0 5D-5.05 z I _1 7 \ \/ I CONC. TO RECEIVE CANE BOLT - REF. i-/-) ,,. 0 ----- -______L 7-7R ASH ENLOSURE FLAN 5D-5.08 03 TRASH ENCLOSURE ELEV. 05 GATE FRAME 06 GATE HINGE N&E FLN • L'u o 1/4" = l'-0" 1/4" = l'-O" vz. = I.-0.. 1-1/2" = l'-0" < u) 4 Lii D m (I) S — L \ \ PRECAST CONCRETE CAP - ce SLOPE MATCH PATIO HALL CAP (4) I" DIA. SOLID STEEL ROD w 0_ '4- E > CANE DOLT 2`-0" LONG --...- Di \ \ *t5 0 12" 00E01 \ ••••..•4 4 0 I-1-1 E) = 4 a = I....= CONC. BOND BM. IN/2-44 . a-.,1•,!_-- CONT. FILL IN/ GROUT I-1/8" NI DE x 8" DEEP > CONCRETE PAVING' ot ■ I-I/ " LR < gi) a 1 SLOT CUT INTO PIPE CO T ___. =No Ei. F BA 111111.1111014. :-. . -27'ILIIIIIIMillagilg: :,. ..Fii..... ...z,..,,..1.....,,_.:,..7:.z.5-,..f*,...i,..*,.,271...,,,,xt•_ :27;L -_, . _4- . •:‘-': 4P4'' 'I:'.74 b 19C .-4''CjA:r:6:::4-N:j r6) \ 4 Z? 2 <<KKKKKI „rea -> _2- iv .---, , (4) I-I/4" 0.D. PIPE IAIELDED •_A TO GATE FRAME II-4" LONG "S>4.29" F.,CIWSLI. 1;1 4 42 a.i ic)<?C F AM /r---/ Z5.) r ArA #5 @ 24"0.c. CENTERED I 1/4" - -''.°4415111 111 111-1117- 4111.1111■, --- IN GROUT FILLED 1-7=111H11.---- 1 HI I 911H1F-111- r----4 pm mist-4 z LAMM 2 cri A CELLS Li \ \ -----77 444 ill III—III- - ill 4t4, '',.':4‘.',. co 0 i'.: f.n. F ' '" ,.f,-i, „eh › a, / A NOTE: 4 2" MIN 3/4" MINUS - -440-i w g z w minip PROVIDE 1-1/2" 1.D. x 2" FAA I" IE \ \ CRUSHED EASE ruir.' I ct ti 2 Z DEEP STL. SLEEVE SET IN 51-0" q Et tt 0 v ,rA STRUCTURAL BRICK - CONCRETE AS SHOIAIN N mm . . / ‘ ,,- } COLOR TO MATCH "TRASH ENCLOSURE PLAN" 4.0 .. . . : _ 0 b 'NM BUILDING TO RECEIVE f3OLTS - - .„. • -•, -. • .:41. .,.. d,. .i., , , la- LL1 • Ui ui -J r FUR I- 2 < IS CO A -I,Ai .'''''.1 : !!;-.--1.- 0 W/44 ' rak PR F— 0 i co A WU (.) • clo— z 1. rdm, /VA oimi P W Cie.' i c/ i rAA 08 SANE 5OLT 09 ONCiRETIE PAVEMENT I I 12 0 D 4:C ilfi I- CC < r ' A 1-1/2" = 11-0" 5/4" = 1 J-0" — -) r_. w rx i t cv La w 7./.4. — o x 6 cc w '7 AA A 10 F < < 2 A F WA` Ara v.r4 I *4 0 16"o.c. EACH WAY 7-7dr- /el A , 5/4" ST Z EEL BASE PLATE (8"x8") tU "t > 0 0 fx ----- 0 w Ffi 0 8 rr.d. / \ p r- 2, < x v th z wh \ 1\ ,. .. -: .,, E IF DOINEL5 ARE• f.ThaL 0 0 (1 I(k)ce Q 4 I r, ..,. , :6 4 • 0 to' USED PROVIDE z ,•" 50" LAP AT SIS:7 5/4" GROUT 5000 P51 MIN. a_ al,„ - I > R 0•j -- BASE OF CMU • • .„ LITHONIA K012501,4250 R5 40 SCIAIA rv, al I- In — 0 La_ --:: r‘ a — -0 4 • ............(............. INALL - : •• '• I LIGHT tAl/POLE t -• 4 A ii \ __ \ ° f f di _cn 211. : - 1...., o o 0 ILI <coc'w . 4 *4 CONT. - PROVIDE 4 1• ACI 5117. HOOKS FOR < 11 • • L....) ''' _I IL LLI La u".L • • IS *5 VERT IN CMU • V) 0 NI 0 mfilz \ POLE vsi/SSS 25 4C 01 0 <121-,1, ANCHOF2 BASE cN, ig_,---, 0-,,_g?.. 2-*4 TOP It BOT IN/ ■ r_ g p 0_E CORNER EARS =9 \ wig , i z gi 7,) (2)Lo 0tii ___A____ (N%to A-i'-0"----/ in 5" HANDHOLE (Ni IMPS / 00 z, NOTE: c:3 00 0 USE STRUCTURAL BRICK WITHOUT THREADED BOLT PROJECTION 1 CMU IF AVAILABLE IN STYLE TO ii (2 1/2" MIN., 4" MAX.) \ i- \ r / A 7_t,1,11 MATCH BUILDING WAINSCOT --1 0 I 18" SONOTUBE \\ i = z 0;‘,...0,, 13 TRASH FENE 14 15 16 M111.10111•11 MIMI MO ::::•1 El . .. ,.4 ill . 1 17. 1 1 i= FINISH &RADE --h .. ... - -"7-16-1 L.L., 41 >- (// _____I N._, 1 0 C) 3/4" = 11-0" ,1-7---HL11:5- . .. • ,:: Ear (547RE"xit30",x07" ANCHOR. BOLTS 'Ili IF-:' `; -41i A. IF - JEFr- .7,11 - • . • -- 4 . . 1 11 :4 - 11/2" CLR. • . ' )- II-I . ............. ........,... r: lkI ____ V. .• . . VERT. REINF. (4) *5 BARS I K Z? • ......v7— Fil. A - 0 ALTERNATE LOCATIONS i di r, ..j 0 z u I in . .4 • , :4 . FROM ANCHOR BOLTS. laJ I . • " > NOTES: ill HORIZ. IWINF. *5 HOOPS — 0 0 I. THIS FOUNDATION DESIGN 15 BASED ON AN 0 10" Q.C. 1.1 --1 IT- 0 1U ALLOWABLE BEAR!NG CAPAC I TY OF 1500 p.s.f. t#7111. - ., N) 0 n . 0 .6.- IF THESE SOIL CONDITIONS DO NOT EXIST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR 4: • ' 5/4" HEAVY HALL CONDUIT - ° , < 6 u_i PROVIDING NV DESIGN BASED ON ACTUAL SOIL 17° .1 771 1 D_ ti Lu CONDITIONS. 0 K 1 I I- 2. THIS FOUNDATION 15 BASED ON HIND F-7 - • • ti) — Li ...,_ r r‘ u i i(\ Z a_ f‘ I- tie VI -1\ 5500 F'5I CONC. - PLACE ›- V.1 LOADS OF 410 mph (5 SEC GUST). \ DIRECTLY AGAINST 0 }-- ° isk m fy -63. UNDISTURBED EARTH (TYP) 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM GRADE 60. FIRM, DRY, UNDISTURBED 2 EARTH (TYP) 0 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE BASE PLATE BOLT PA i 1 HRN. Mii V/2'10 BOLT CIRCLE C 5. WHEN ORDERING BLOCK FINISHES, ADDITIONAL :$ r.U,S SHEET rD LEAD TIME 15 REQUIRED. PROVIDE 5"x5" HOLE IN 10 BASE $ LEVELING PLATE SD3 Qi) FOR CONDUIT ACCESS 19 20 21 22 23 L. I f-417 EASE DETAIL DWG: 1/2" = l'-0" 02109 Mg@ §aigg' 50 100 S @1lc' .II I CiAF AC/CdESS I 51 , 17%r NOTES -AN1:7 I C/AF AC,C.ESS I 6 1 , 1 '''''kir E7 ETA I LS CLEAR FLOOR SPACE FOR WHEELCHAIRS STAIRS ANO STAIRWAYS TOILET ROOM FIXTURES (CONT) CD I. MINIMUM CLEAR FLOOR OR GROUND SPADE REQUIRED TO ACCOMMODATE I. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EVERY STAIRWAY 1. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 2Q A SINGLE,STATIONARY WHEELCHAIR AND OCCUPANT 15 30 INCHES X 48 REQUIRED TO BE MORE THAN 88 INCHES IN WIDTH SHALL BE PROVIDED INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE X PLANTIN& OR OTHER X Qq1 INCHES. MINIMUM CLEAR FLOOR OR GROUND SPACE FOR VFE LCHAIRS WITH NOT LE55 THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88 INCHES CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED IN WIDTH WITH 8 INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SURFACE LNG OBJECT. FLOOR OR GROUND SPACE FOR WHEELCHAIRS CHAIRS MAY BE PART APPROXIMATELY EQUALLY WITHIN THE ENTIRE WIDTH OF THE STAIRWAY. SHALL BE SAME WIDTH AND A MINIMUM OF q INGFES HIGH FROM THE FLARED 51 DE -,.,�� PAINT RAMP SURFACE W W w 4. OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. FLOOR AND A MINIMUM OF 11 INCHES DEEP FROM THE FRONT OF pp, • y 2. THE UPPER APPROACH AND THE LOVER TREAD OF EACH INTERIOR STAIR 4 O SIGNIFICANTLY 1 I GANTLY 41-0" SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LAVATORY. aaaaaaaaaaa;0 CONTRASTING VALUE �. . W aaaaaaaaaaaa y _ %-01) Ake 2. PROVIDE AN ADDITIONAL 12 INCHE5 WIDTH ON ONE SIDE FOR ALCOVES 04aaaaaaaaaa,� �aaaaaaaaaa,0 '*WOW*'a. . . .a PER REQUIRED CODE 9. 9' 9' �W 0W110.0111.0 0.0.0.110 W W .d0 W= W � LEAST 2 INCHES WIDE AND PLACED P�TO,AND NOT MORE THAN, e •a• , . . . . . . . . . . . . . . . TER THAN 15 INCHES DEEP AND DESIGNED FOR SIDE APPROACH. S. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED 11,aaaaa,11,11,11,11,a,� „ w „ 0.a.aaaa,11.�.�aa.� .4, w �,4, ,Q W ,� I INCH FROM THE NOSE OF THE STEP LANDING TO ALERT THE VISUALLY OR D�ISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE Wear telesese_ink0 (TYPICAL) W W W W W �.�,�.�,�,�,aaa.�.�.0 W W y W � � FRED A. HA RIS 3. PROVIDE AN ADDITIONAL 61N� WIDTH ON ONE SIDE FOR ALCOVES IMPAIRED. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SURFACES UNDER LAVATORIES. �GREATER THAN 24 INCHES DEEP AND DESIGNED FOR FRONT APPROACH. SLIP RESISTANT AS THE TREADS OF THE STAIR. I '-- ----- ---- I c� _• 3. WHERE STAIRS OCCUR OUTSIDE OF A BUILDING,THE UPPER APPROACH AND q. MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE OF THE REFLECTIVE 10 10 • `` SURFACE NOT MORE THAN 40 INCHES ES FROM THE FLOOR. SALEM, , HAZARDS AND F'ROTRUD I NG OBJECTS ALL TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING DETECTABLE WARNING OREGON DOLOR AT LEAST 2 INCHES WIDE AND PLACED PARALLEL TO,AND NOT 10. LOCATE PAPER TOYEL DISPENSERS,SANITARY NAPKIN DISPENSERS,AND � AND WASTE RECEPTACLES WITH AU.OPERABLE PARTS NOT MORE THAN (A) FLARED SIDES NOTES: (B) RETURNED CURB 4) PROVIDE RAISED TRUNCATED DOME P� 1�% I. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES� MORE THAN I INK.H FROM THE NOSE OF THE STEP OF LANDING TO ALERT } OF 21 INCHES AND 80 INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT 15 40 INCHES FROM THE FLOOR. IF "X" I5 LESS THAN 48" THEN I) RAMPS MUST COMPLY WITH NATIONAL AND DETECTABLE WARNING FULL WIDTH OF NO MORE THAN 4 INCHES INTO WALKS,HALLS,CORRIDORS,PASSAGENAYS, AT LEAST AS SLIP-RESISTANT AS THE TREADS OF THE STAIR. A PAINTED II. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 1 INCHES TO q THE SLOPE OF THE FLARED SIDE LOCAL CODES RAMP 4 I.A.N. INAC 1101.41 AND I GG/ANSI OR AISLES. STRIPE SHALL BE ACCEPTABLE. INCHES FROM THE FRONT EDGE OF THE TOILET SEAT. SHALL NOT EXCEED I:12 2) ALL "ACCESSIBLE ROUTE" SIDEWALKS FROM A11 1.1 SEC. 406.12, 406.15 4 105.5 AT ALL v 1:12 MAX SLOPE PARK SPACE RAMP TO THE PATIO AREA OR CURB RAMPS 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 71 INCHES 4. ALL STAIR TREAD SURFACES SHALL BE SLIP-RESISTANT. 12 0 ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. HANDRAILS I (ADJOINING SLOPE SHALL RESTROOMS SHALL COMPLY WITH A.D.A.A.G. MULTIPLE ACCOMMODATION TOILET ROOMS I I NOT EXCEED 1:20) STANDARDS FOR WIDTH, SIDE SLOPE (I:50 OR 3. FREE-STANDING OBJECTS MOUNTED ON POSTS/PYLONS MAY OVERHANG L HANDRAILS AT STAIRWAYS SHALL BE 34 INCHES TO 38 INCHES ABOVE I LESS), AND RUNNING SLOPE (LESS THAN 1:20) W 12 INCHES MAXIMUM FROM 21 INCHES TO 80 INCHES ABOVE THE GROUND I. A CLEAR SPACE,MEASURED FROM THE FLOOR TO A HEIGHT OF 21 5) PROVIDE TACTILE SURFACING ON RAMP CC OR FINISHED FLOOR. THE NOSING OF THE�. INCHES ABOVE THE FLOOR,WITHIN THE SANITARY FACILITY ROOM,OF WALK STREET SURFACES: 1/4" DEEP GROOVES , 5/4" WADE, 2. HANDRAILS AT THE TOP OF STAIRWAYS SHALL EXTEND A MINIMUM OF 12 SUFFICIENT SIZE TO INSCRIBE A GIRDLE OF A DIAMETER NOT LESS THAN GURE3 RAMP SLOPES AND 2" O.C. ARRANGED 50 THAT WATER WILL 9 4. PROTRUDING GT NMANEUVERI REQUIRED CLEAR WIDTH INCHES OF LEVEL DISTANCE BEYOND THE TOP NOSING. HANDRAILS AT THE 60 INCHES,OR A CLEAR SPACE NOT LESS THAN 56 INCHES X 63 INCHES RAMPS NOT ACCUMULATE < BOTTOM OF STAIRWAYS SHALL EXTEND A MINIMUM OF TREAD WIDTH PLUS IN SIZE SHALL BE PROVIDED. (n 5. ANY OBSTRUCTION OVERHANGING A PEDESTRIAN MY SHALL BE A 12 INCHES BEYOND THE BOTTOM NOSING BEFORE THEY ARE RETURNED. AT 2. WATER CLOSET COMPS SHALL BE EQUIPPED WITH DOOR THAT 24" MIN. L MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM,THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE HAS AN AUTOMATIC CLOSING DEVICE,AND A CLEAR UNOBSTRUCTED FLOOR 36"MIN. ' ) co THE BOTTOM OF THE OBSTRUCTION. OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER. THE REMAINDER y VAC, c OPEN SIDE F----oz"-- OPENING WIDTH OF 32 INCHES WHEN LOCATED AT THE END AND 34 MN.OF THE EXTENSION I5 HORIZONTAL(LEVEL). INCHES Y'HEN LOCATED AT SIDE WHEN THE DOOR 15 r IS"MIN.CLR 3' PERMITS 54" MIN. ,,////////////////////,///// Hr.DOORS T 3. WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR POSITIONED AT AN ANGLE OF qO DEGREES FROM ITS CLOSED POSITION. 24"MIN.CLR !2" 42" MIN. �' PARKING =- 3 MIN. max. GRAB BAR / ADJACENT WALL W RUN WOULD GREATS A HAZARD,THE EXTENSION SHALL BE MADE AT RIGHT 3. EXCEPT FOR DOOR OPENINGS A CLEAR UNOBSTRUCTED ACCESS NOT EXT.DOORS 46" IN./- i I o L SURFACE SLOPES OF PARKIN SPACES FOR THE PHYSICALLY DISABLED ANGLES,ON THE FADE OF A RETURNING WALL. WHERE THE STAIRS ARE , PUL.SIDE 12" I2'i�- / 1 W N SHALL NOT EXCEED 1/4 INCH PER FOOT(2%GRADIENT) IN ANY DIRECTION. CONTINUOUS THE HANDRAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND LESS THAN 44 INCHES SHALL BE PROVIDED TO ALL WATER CLOSET MIN. MIN. 36" / l 1 I- 1 OUT INTO THE LANDING. COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE PUSH SIDE - - / QQ N 2. DISABLED PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE PROVIDE THIS y - i = X T �, / LAVATORY CLEAR o USERS TO WHEEL OR WALK BEHIND ANY OTHER NON-DISABLED OR 4. HANDRAILS ARE REQUIRED ON RAMPS WHEN THE SLOPE EXCEEDS 1:20(5%). NOT LESS THAN 481NGHE5 AS MEASURED AT RIGHT ANGLES TO THE ADDITIONAL �� `9 / FLOOR DISABLED PARKING SPADE. HANDRAILS AT RAMPS SHALL RUN ALONG BOTH SIDES OF A RAMP,BE COMPARTMENT DOOR IN ITS CLOSED POSITION. SPACE IF DOOR I I j, *MERE BOTH -� `� _ �uI -� m / SPACE CONTINUOUS THE FULL LENGTH,AND EXTENSIONS AT THE TOP AND BOTTOM IS WITH BOTH A EG�iIPPED « LATCH AND m �� -ii-X. m ■/ ` .1 0 <<<<<.<4 3. IN EACH PARKING AREA,A BUMPER OR CURB SHALL BE PROVIDED AND LATCH AND A MN. I m v / LOCATED OF THE RAMP SHALL COMPLY WITH ITEM NUMBER 2,ABOVE. �� r / J OCA TO PREVENT ENCROACHMENT OF GARS OVER THE REQUIRED / WIDTH OF WALKWAYS. 5. THE HANDRAIL 6RIP SURFACE AT RAMPS SHALL BE MOUNTED BETWEEN 34 GRAB BARS CLOSER FRONT APPROACH TOILET j INCHES AND 38 INCHES ABOVE THE RAMP SURFACE. CLEAR LEVEL BACK WALL SIDE ELEVATION PAPER / .�� 4. PARKING SPACES RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES I. GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE I FLOOR SPACE / E--14"---)I. MIN. °0= r11 Z g SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED 6. ALL HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NENEL MX. „ CD > M PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE IMMEDIATELY ADJACENT'TO AND VISIBLE FROM EACH STALL OR SPACE, POSTS OR SAFETI'TERMINALS. SECURELY ATTACHED 33 INCHES TO 36 INCHES ABOVE AND PARALLEL '42"MIN.(<=0R � ( 48 ) r«,�;,>,. .� R '') E ti CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT,IN TO THE FLOOR. FLOOR 3' # _ PLAN rIIJ w $ W MITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER 1. ALL HANDRAILS PROJECTED FROM A WALL SHALL HAVE AN ABSOLUTE WIDTH OF 54 J .-� -�---•� o , Q w THAN 10 INCHES IN AREA AND,WHEN IN THE PATH OF TRAVEL SHALL BE CLEARANCE OF I-I/2 INCHES BE"IT�EN THE WALL AND THE HANDRAIL. 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 INCHES LONG WITH CLOSER 1 1 ( ��_'„ � re Q w v POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE 8. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN I-I/4 THE FRONT END POSITIONED 54 INCHES FROM THE BACK OF THE STALL. PULL SIDE I .. ,I MIN Q SIGN TO THE PARKIN SPACE FINISHED GRADE. SIGNS MAY ALSO BE INCH NOR MORE THAN I I/2" INCH IN GROSS-SECTIONAL DIMENSION OR GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36 INCHES LONG. PUSH SIDE T v / �--MIRROR o CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE SHAPE AND SHALL PROVIDE AN EQUIVALENT SMOOTH GRIPPING SURFACE WITH 3. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR p 1-71:- - LAVATORY F- Z AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED NO SHARP CORNERS. SHALL BE I-U4 INCHES MIN.AND 2 INCHES MAX.OR THE SHAPE SHALL ( �' �- m / ,�- Co Z = w GRADE,GROUND,OR SIDEWALK. q. ALL HANDRAILS AT RAMPS SHALL EXTEND 12"BEYOND TOP AND BOTTOM OF RAMP. PROVIDE AN EQUIVALENT 6RIPPIN SURFACE. IF THE / L'- ° E- z GRAB BARS ARE Z � / . rn a MOUNTED ADJACENT TO A WALL,THE SPACE BETWEEN THE WALL AND THE k l"" �) w �' / INSULATE HOT w RAMPS GRAB BARS SHALL I-I/2 INC S. a / WATER AND W ° z Y+IALKS AND SIDEWALKS HINGE SIDE APPROACH J� ��. / • DRAIN PIPES D x Q I. ALL USED AS EXITS AND ANY PATH OF TRAVEL.HAVING A SLOPE 4. GRAB BARS,AND ANY WALL OR OTHER SURFACE ADJACENT TO IT, �! ,; li _ �-- a I. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE GREATER THAN 1:20 SHALL COMPLY WITH THE REQUIREMENTS OF THIS z K . z CONML5 FOR = o NOT IN BY STEPS OR BY ABRUPT CHANGES IN LEVEL WHICH SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.GRAB BAR _ - WATER CLOSETS / z ' as W w " SECTION. RAMPS SHALL HAVE THE LEAST POSSIBLE SLOPE. EDGES SHALL HAVE A MINIMUM RADIUS OF I/8 INCH. FLOOR SP2AGE T 4 = n SHALL cn / m N _ �- c EXCEED 1/4 INCH(OR I/2 W/ I:2 BEVEL) ,AND SHALL BE A MINIMUM OF _ / N 36 INCHES IN WIDTH(32"® OBSTRUCTION WHICH 15 NO LONGER THAN 24"). 2. PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO A BUILDING SHALL 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. r , 3 = THE oPA SIDE u / M HAVE A MINIMUM WIDTH OF 48 INCHES. RAMPS SERVING AN OCCUPANCY - - / '� �+, 2. SURFACE CR055 SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. b GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250 POUND FORCE. .o -WAt1,LAVATORY,OR 0 / En `' �"s LOAD GREATER THAN 300 SHALL HAVE A MINIM WIDTH OF 60 INCHES. PULL SIDE - x / Q < n 3. (CALIFORNIA ONLY) N 2 (-la"�,� 42"C --� To( PARTITION 0 / ii X WALKS,SILKS,AND PEDESTRIAN WAYS SHALL BE FREE OF GRATIN per}Sim *DEVER POSSIBLE. GRID OPENINGS WITHIN GRATINGS LOCATED IN THE 3. ALL RAMPS IN AREAS ACCESSIBLE TO PERSONS NTH DISABILITIES ON A TELEPHONES -►4 1E-24" 6" max. 36" G BAR ~ A 6" E- F- 8�� -) (Kt CLEARANCE) SURFACE OF ANY OF THESE AREAS SHALL BE LIMITED TO 1/2 INCH IN THE PATH OF TRAVEL OR SERVING EXITS SHALL HAVE A I:12 MAXIMUM SLOPE MN MIN. MAX. MIN. DIRECTION OF THE TRAFFIC FLOW. WITH+CR055 SLOPES NO GREATER THAN 1:50. 1. PROVIDE A 30 INCH X 48 INCH CLEAR SPACE AT TELEPHONE. THE ' 60" MIN.CLEARANCE rToE Z 0 0 CLEAR SPACE MAY INCLUDE KNEE SPACE UNDER THE TELEPHONE. LATCH SIDE APPROACH G� SIDE ELEVATION �' ii_ m o 4. YEN THE SLOPE IN THE DIRECTION OF.TRAVEL OF ANY WALK EXCEEDS 4. THE LEVEL.LANDING WIDTH OF ANY RAMP SHALL EXTEND PAST THE STRIKE t-� PLAN Q D in Z I RTICALRI TO 2 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS EDGE OF ANY DOOR OR GATE AS SHOWN ON DETAIL N O.2 ON THIS DWG. 2. THE INCHES THO OPERABLE APPROACHED POlf AND BE WITHIN 48 J7 OO R CLEARANCE TO I LET CLEARANCE LAVATOR1' G L.E A RA N E < 1 0°54 INCHES IF 0 w ` � ��3 J SIDE APPROACHED,SEE DETAIL NO. 10 ON THIS DRAWING. z o ENTRANCES AND DOORS SANITARY FACILITIES (GENERAL) t 0 I:z z W 3. MOUNTED IN A CORNER THAT REQUIRE AHEELCHAIR USERS 0 z ' d- °a 1. AT LEAST 50%OF PRIMARY ENTRANCES AND ALL REQUIRED EXIT 1. ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32 INCH TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO U !Iiiiitf‘C) i o E o DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE CLEAR,UNOBSTRUCTED OPENINGS. HIGHER THAN 54 INkCHES ABOVE THE FLOOR. 0 O ' `C o°W TO THE PHIY5IGALLY DISABLED. 2 ALL SINKS,FAUCET CONTROLS,AND OPERATING MECHANISMS SHALL BE 4. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST FPUl.I.B - v U U OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, 21 INCHES LONG. ' X. E CARPE7 TCH O 0 w m N a 2. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE PINCHING,OR TWISTING OF THE WRIST. THEE FORGE REQUIRED TO ACTIVATE H MAO.BELOW FINISH FLOOR LEVEL t„ O O Q o W-- 5. IF BANKS OF PUBLIC TELEPHONES ARE PROVIDED,THEN A REASONABLE takt 0 cNN Q� 2 a) o ct STANDARD 516N AND WITH ADDITIONAL DIRECTIONAL SIGNS,AS REQUIRED, CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED,PUSH MJM R BUT ALWAYS AT LEAST ONE,IN A BUILDING OR FACILITY SHALL �' -- i'' 1 Q Z o VISIBLE FROM APPROACHING PEDESTRIAN WAYS. TYPE,AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES BE EQUIPPED WITH A VOLUME CONTROL. I Tfi "RNi05TAT ~� i c°�1 La° 3. REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE OF ACCEPTABLE DESIGNS. I.F-CLOSING VALVES ARE ALIOVD IF THE -� I :Rix;FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 6 TELLEPHONES SHALL HAVE PUSH-BUTTON CONTROLS L�HERE SERVICE FOR 1 o AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES THt HOLD '� �' -E ' e °�IN WIDTH,AND NOT LESS TITAN 80 INCHES IN FIGHT. DOORS SHALL BE 3. LAVATORIES SHALL BE MOUNTED WITH A MINIMA DISTANCE OF I6 INCHES SUCH EQUIPMENT 15 AVAILr�BL.E. Z -� OUTLET sxt.clr.flr.spats MIN _ ? _ a)CAPABLE OF OPENING AT LEAST 410 DEGRES AND SHALL BE MOUNTED 50 FROM A WALL OR PARTITION TO THE CENTER OF THE FIXTURE. X THAT THE CLEAR WIDTH OF THE DOORWAY 15 NOT LESS THAN 32 INCHES. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR DooR -: ::ziI ¢ 18" � r = COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE THE FLOOR. ADDITIONAL REQUIREMENTS ,� -_ U o 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND MICR I � ARE IN A PATH OF T RAVEL,SHALL BE OPERABLE WITH A SINGLE EFFORT I. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15 i I--I (�' y v ., >-BY LEVER TYPE HARDWARE,PANIC BARS,PUSH-PULL ACTIVATING BARS, ACCESSORIES INCHES ABOVE THE FLOOR OR WORKING PLATFORM. TI ESHOLD J T o TOILET ROOM I=FIXTURES AND i n U THE ABILITY TO�DESIGNED PROVIDE AGE WITHOUT REQUIRING I. THE HEIGHT OF AGGE55IBLE WATER CLOSETS SHALL BE A MINIMJM OF 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES �� RUSH FULL 5 J� �I TG� � RECEPTACLE - INTENDED TO BE USED BY OCCUPANTS OF A ROOM OR AREA TO CONTROL THRESHOLD / >- 5. LEVER HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED I7 INCHES AND A MAXIMUM OF IQ INCHES MEASURED TO THE TOP OF THE LIGHTING AND RECEPTACLE OUTLETS,APPLIANCES,OR COOLING,HEATING I-- BETWEEN 30 INCHES AND 44 INCHES MAXIMUM ABOVE THE FLOOR. TOILET SEAT. AND VENTILATING EQUIPMENT,SHALL BE NOT LESS THAN 36 INCHES NOR b. THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A 2. PROVIDE !8 INCHES FROM THE CENTERLINE OF THIS WATER MORE THAN 48 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. Z )- -I PASSAGE DOOR SHALL LEVEL AND CLEAR AT LEAST 601NCHE5 IN CLOSET TO THE ADJACENT WALL FINISHES. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES(BOXES)SHALL BE THE DIRECTION OF THE DOOR SWING AND AT LEAST 48 INCHES OPPOSITE 3. TOILET AND URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND LOCATED 48 INCHES ABOVE THE OF THE ADJACENT FLOOR, I THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO AND SHALL NOT REQUIRE TIGHT GRAIN,PINCHING,OR TWISTING OF THE WORKING PLATFORM,GROUND SURFACE,OR SIDEWALK. DARK BLUE PLASTIC(FIELD)BACKGROUND W/-MITE RAISED AG'MG BILITY SIGNAGE THE FACE OF THE DOOR IN THE CLOSED POSITION.THE WIDTH OF THE LEVEL Y1RIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE 4. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD OR DEPRESSED EMBLEMS(NOTE:EMBLEMS 4 LETTERING MUST -APPROX b"x 6"PLASTIC SIGN W/ BE RAISED OR OPPRESSED MIN.I/16"TYPICAL) RAISED OR P PRESBST SYS�OL AND CLEAR AREA ON THE SIDE Y iICH THE DOOR SWINGS SHALL EXTEND OPEN(WIDE)SIDE OF THE TOILET STALL,NO MORE THAN 44 INCHES ABOVE U5ED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE 2" OF ACGC181LITY(An I: I > 0 iii WIDTH TO HT.RATIO;?MOUNTED 0 \ ON WALL ADJACENT TO LATCH -I �,.J A MINIMUM OF 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR DOORS THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE BY PHYSICALLY DISABLED PERSONS.THE SYMBOL SPECIFIED ABOVE WITH LATCH SIDE APPROACH AND 36 INCHES FOR DOORS REQUIRING NO GREATER THAN 5 LBS. SHALL CONSIST OF A YiITE FIGURE ON BLUE SAGS.THE BLUE SIDE OF EACH TOILET RM.DOOR _. 0 0 HINGE SIDE APPROACH.REFER TO DETAIL NO.2 ON THIS DRAWING FOR I �� A r I ANTED W 0 v ADDITIONAL CLEARANCE REQUIREMENTS. 4. WIRE URINALS ARE PROVIDED,AT LEAST ONE SHALL HAVE A CLEAR SHALL.BE EQUAL TO COLOR NO. i5Og0 IN FT7ERAl.STANDARD 5g5A. z u Q SPACE 30 INCHES WIDE BY 48 INCHES LONG IN FRONT OF THE URINAL.AT MEN WOMEN o 4 - ROOM SIGNAGE:21/2'HIGH," D- it 1. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN LEAST ONE URINAL WITH RIM PROJECTING A MINIMUM OF 14 INCHES FROM p= MIN.PLASTIC S16N WITH I i/2 ..�`:: O© HIGH WHITE LETTERS RAISED �-/ K ' D_ THE THRESHOLD OF THE DOORWAY.CHANGES IN LEVEL BENIN EEN 1/4 INCH THE WALL AND A MAXIMUM OF 11 INCHES ABOVE THE FLOOR SHALL /IVHI6H WHITE LE1 ItKIN6 6 0 s, 1/32'ON DK.BLUE BACKGROUND _0 AND 1/2 INCH SHALL BE LEVELED WITH A SLOPE N O GREATER'THAN 1:2. BE INSTALLED. ON DARK BLUE B K6ROUrro v �TO BE UPPER CASE, Iii to FL- a. RFOOOOM WOMBd'5 ROOM -'' ACCOMPANIED WITH GRADE 22 }�- ` 8. THE BOTTOM 10 INCHES OF ALL DOORS(EXCEPT AUTOMATIC AND SLIDING) 5. AMBULATORY ACCESSIBLE GOyPARTMENTS SHALL BE 60 INCHES F1E5 DEEP MIN. QF- BRAILLE. O V SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR AND 36 INCHES WIDE. COMPARTMENT DOORS SHIALL.NOT SWING INTO THE BABY CHANGING PAPER TOWEL TAMPON VENDOR • WALL HUNG MIRROR U TO BE OPENED BY A WHIEELCHAIR FOOTREST WITHOUT CREATING A TRAP MINIMUM REQUIRED COMPARTMENT AREA. STATION DISPOSAL � I� ^ !� OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED,A (max.4 prosy (no twist ° ols LAVATORY _ ( at cabals ur DISPLAY CONDITIONS z 9 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF 6. A CLEAR FLOOR SPACE 30 INCHES WIDE BY 48 INCHES LONG SHALL BE '-54 ) __ SEAT COVER DISP. SIN KG. 0' 0 THE DOOR,WHICH WILL ALLOW THE ODOR TO BE OPENED BY A WHIEI.GHAIR max. pro WALL BRACKET- aa11a11aaaa■aaa1111a■ o PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. _ (no obstruction -I,,► - BAR FOUNTAIN /// .Ia.a..IIII.iiiii ~U 4: below-not over W GJ ■11aRMl Jaa■aaaaaa 0 FOOTREST. SUCH CLEAR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE ¢ I. AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY. URINAL i m TO Co (21'S KID'S (SPOUT , ■aaaa .iaaaaaaaa■ ,�z GI. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 CBS. u o om, CLUB J. r aaaaas � aaaaaaaa■ ¢>a ■aaaa■ ..11....11 FOR EXTERIOR DOORS AMID 5 L.BS.FOR INTERIOR DOORS. SUCH PU�.L.OR � _ v �- u. aaaa■ .�I.'a■aaa■ m¢= SHEET X J c - (�� T - O ■aar �■ .aaaa■ a-c� WATER CLOSET 4 I iT E ct U }}�� '� ■a■ ■aw■.�� \aaaa■ o L I_,_ _ _ X T ;-1-- Q t- ■e■ ■aaaaarr laaa■ ©O P SD4 USH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND = ,'� z o - i. _ �-' , . f ,- ■ . ■aaa•I*► \/aa■ O n� f d S - is-_ i - aaa► 11aaaa■ ■a■ o_ D AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING _ �- = T _ _ = CO m n - g ■aaa. •an■ar ©o co m ■aa11r.. aaaa..■ f- c DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET '=o 1 I n .- - , 1 if I 1 i ■11111111110•1111■■1111■a■ CO THE ABOVE STANDARDS. �FIRE DOORS ARE REQUIRED,THE MAXIMUM • m T01�'f TISSUE .11.11111111..11111111111111■ EFFORT TO OPERATE THE DOOR MAY NOT EXCEED 15 LBS. 36"to MG. t.4011 3q"-41"to w.c.. wall FINISH FLOOR INTERNATIONAL SYMBOL OF AGGE55IBIL1 w DWG: AGGE55 I BLE MOUNTING HE I CHTS N I S I GNAGE 02109 NOTES BY SYMBOL 0 CONCRETE PATIO - SLOPE a 16% EA. WAY FROM CENTER. 0 0 BIKE RACK, REF. SD5.02 0 LED SIGNS OVER FRONT WINDOWS. 0 � ® S6" ROUND TABLE BY WOODARD - WROUGHT IRON, COLOR CHROMITE" ® 36" SQUARE TABLE (ADA) BY WOODARD - WROUGHT IRON, j;n COLOR: GHROOMITE�' ',Uv ! c.k . 6 PATIO WALL; REF. 5D2.24 iv FRED A. HA RIS t ® WASTE RECEPTACLE BY DIVERSIFIED, ETR32. = ti.-: ® PATIO MENUS BY ORDERMATIC - REF. SHEET CA-2. SALEM, OREGON • ® PLANTER 30" MILESTONE. ,, ' 4, O PLANTER 36" SANDSTONE. "� n4�.8- NSV� �`� _L1 I I NOT USED. D F i.15 41-5" '>` ` \\ } 4 PLANTER 24" WHITE MARBLE V) / / 2"4) SCHED 40 STEEL PIPE / '' 2"4p SGHED 40 STEEL PIPE 03 ROCKS I2"-I6" (SHOWN SHADED). Z-(7) o ir\ t*\,#7: . v \,9,61, e\ --5 r c_ P ® :;J : 0 i w = T ,=O OR ©�' 1 Z Q, . . , .,4 I . . o ►, .lo , . o , ,. c D ,...,„ , 5 'Y z? m "c� A.B. I N "fi HOLES TYP - :�%A�i dig IL �% w _ tv) �- ;- Y2 �� L p►24 0 (4) REOU I RED w/LOGK I NG '-IM. o, N ® a ce WASHERS W o o n J Y4"x3"x 1'-q" STEEL PLATE ..� .A. o �..- --c, ° - /... ...� ° : :::: TO PIPE,''-` _---) \ 1 i 1 re Fall�!Cf%j , .V�V:i IF& , � " ' ( ;V) 16 ji \, . -4!%-., rt \ .-r- , _ , I ., z aCCCaJQ O0 -id @ \ 11 il / _ , ), . 'n , 0 i 1.-q" N--- . / ,A(s,„0, ,0,,, .' ® 4 No/ 0 PLATE K ?I '1 IN. THICKEN SLAB ® A.B. ,1 J I - �-�`�G r h LOCATIONS AS SHOWN I'-10" - r O Lii 6- E z . 3-BICYCLE MODEL, 5-BICYCLE MODEL CONCRETE / m , !!!!!! CI tO 0 1- Ce t.(3 5 h I 28`-2" / 02 BIKE RACK 01 I- _ 4 13' PATIO FIXTURE PLAN U w 2 O a X <5/8" = I'-0" 18 _ I�_0° D Ei I-- ...,)- LI 2 Iii I I-- c4 > m o — � 0 = c, c4 w � U Mco w - OG ci \ t < r° la`-O" q'-O" IO'-0" Z > O O C :i ;ii . 0 i < t is (f)sT)43. \ �• O. Q°zw N QwE- ry a 1 NHL e OOZmz co 00 3 6'-8" / ° - T 1 r7-1,)i ,4 "-- 11 tz ..._/--J 0-- m -` c.) \ ,( I W i < \ > o N.' , ___I \ _____ 0 0 v --7. I., 5'-4" / 6'-O" 2'-6" Jr 2'-IO" / --D ! O I6'-8" / n p v , - in .v" o_ ft iv v' O Li— NOTE: w 0 0 I— ALL TRAFFIC FLOW ARROWS TO BE SOLID YELLOW 7 O 1- .( X REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE. 9.: O n IL 0 u) — / 5'-4" / 6'-0" 2'-6" A z- 0 / 15'-1 0" / (t) SHEET (-) SD5 ,z 23 TRAI TfRAFFIC.. FLO 'M ARROW DWG: /2" = I'-o" 02109 g@hkgilg §o%ag ir 2'-411 7r Ys4INiON SCHEULE ROOM 1INISH SGHEULE = 1,___________! L // -T f" MARK SIZE TYPE GLS. THK. FRM. HEAD JAMB SILL U SHGG COMMENTS NO. NAME FLOOR BASE NORTH EAST SOUTH WEST CLG. GLG. HEIGHT NOTES A 5I-0"x31-4" I 5/8" DBL. AL A4.06 A4.05 _A4.I 2 0550 0.450 101 VESTIBULE F-4 5-1 1/1-4 W-4 104-4 C-I 10'-41" I \/ I 5 __ - _- - -- -- -- NOT USED 102 CARHOP COUNTER F-4 5-1 W-4 w-4 . W-4 1/4-4 C 1 4r...011 I /\ I m 1-0. 0 2'-IO"x3'-4" 2 5/8" DBL. AL A4.06 A4.04/A4.05 A4.I2 0.550 0.450 103 DRIVE-THRU F-4 B-I W-4 IN-4 W-4 C-I g'-O" k. - . 1 \ �� D 2'-4 I/2"x3'-4" 4 BY MFG. AL A4.Oq A4.04 A4.15 0550 0.450 "GU'KS> z f MODEL FM-1,BY e.c. 104 KITCHEN F-4 5-1 W-4 YN-4 IN-4 G-I q'-O" W-3 BEHIND HOODS D A t " , 11 " ' u REF.A-3 0'7 AND A-3.08 WINDOW 4 di E 2-4 !/2 xl -i 3 5/8 DBL. AL A4.06 A4.03 A4.Oq 0.550 0.450 105 STORAGE F-4 B-1 W-4 w-4 W-4 W-4 C-I q-O 4 BELOW O -' - - �%%YID �- 1 FIN. F OOR ry _ 106 PREPARATION F-4 5-1 W-4 w-4 C-I 8'-O" ,*∎ �� L FIN. FLOOR �. HA RIS WALK-IN BOX F-4 W-2 IN-2 W-2 G-2 � FRED A. � ii) 0 0 4 _ (OS RECEIVING F-4 B-1 W-4 w-4 W-4 W-4 C-1 8'-O" ' '�AROUND MOP SINK - REF.A-3.15 •.. l0q UTILITY F-2 B-2 W-4 w-4 W-4 w-4 G-2 --- ° TO DECK IF GODS ALLOWS SALEM, ,may ' 11 OREGON BRONZE ANODIZED BRONZE ANODIZED BRONZE ANODIZED BRONZE ANODIZED I f0 WOMEN F-I B-I W-I w-I w-I w-I G-3 8-D �© ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME ALUMINUM DRIVE-THRU or G.G.) I l i MEN F-I B-! W-i W-I W-I w-1 G-3 8'-0" 6 0 I/ OF Y'UNOV' ELEVATIONS . . _ . to z 1/4" = 11-0" o OH-OPPOSITE HAND NOTE: REF A-5.26 THRU A-325 FOR STANDARD BASE DETAILS > W OOH' SGHEULE ch \�\ 1-1( WIRE 1 j� '�` ( ''''` o - GLASS NO. SIZE TYPE THK FRM. HEAD JAMB THR. U-FACTOR W.S. H.A. SET COMMENTS F I N I S�1 I " I A TE R I A L L I S I z In wINDOA u _ _ DOUBLE AcTiN6 Q E; "AIR I O I A 3I-0"x-71-0" A 1-3/4 AL A4.02 A4.08 A4.14 0.600 A.S. I CENTER HuN►s FLOORS WALLS I: LOUVERS" 1015 5'-O"x7'-O" A 1-3/4" AL A4.02 A4.08 A4.14 0.600 A.S. I cEN ACTIN& F-1 VITREOUS QUARRY TILE (ABRASIVE) A-1 CERAMIC TILE W g in V 1/4„ TEMP. GLASS VLF-EZ 12X12 103 3 1-0,1 x1 1-O„ A 1-3/4" AL A4.02 A4.08 A4.I4 0.600 W.S. IA F-2 SEALED CONCRETE W-2 G.D.W.OFFSET PIVOT m T HUNG tD m YN/PRI VAGY 108 3'-8"x7'-O" 5 1-3/4" HM A4.01 A4.01 A4.I3 0.600 A.S. 2 F-3 SEALED CONCRETE W/ SAINCUTS W-3 STAINLESS STEEL PANELS - COVER - - 1001 3'-O"x7'-0" G 1-3/4" HM A4.0I A4.01 A4.13 0.600 W.S. 3 F-4 RUBBER FLOORING (PROTECT-ALL) w-4 'FRP' / INTERIOR SHEATHING °- 1 10 3'-O"x1''-O" C 1-3/4" HM A4.01 A4.07 A4.13 0.600 W.S. 4 BASES w-5 REF. "F" votes o A B - - I I I 31-0"x-1J-0" G 1-3/4" HM A4.01 A4.07 A4.I 3 0.600 1^1.5. 4 B-1 VITREOUS QUARRY TILE (COVE) GE I L I NGS I-- N ALUM. STORE FRONT HOLLOW METAL HOLLOW METAL 112 3'-8"x1'-O" C 1-5/4" HM A4.0I A4.07 NONE -- W.S. 2 sEE ADDITIONAL.A{l�TES IN B-2 VINYL (COVE) G-I SUSPENDED A.C. TILE 0 HARDWARE 5GHEDtJL E o B-3 REF. "F" DINGS 0-2 OPEN TO STRUCTURE , 02 0-3 PAINTED G.D.A. ZO <<<K < _I ONE I:700R ELEVAT � G-4 PAINTED FIRE-CODE TYPE "X" G.D.A. 1/4" = 11_0" , OH-OPPOSITE HAND 5-110°t;;_&z•t:" Z A-2A.01 yu, R 4Y g ,,,� x'3 ;,',)1^M'''C_t{1,.5h3 'I-; 41:7 ce ce (5° i tr a w U 20 14'-4" 11 / tr. ! g o 2'-IO I/'" 2'-4 1 2'-10 1/4" / 1 tl 54 I F- u' [ 3 68-0 / U) Z .* cn r 21_2" / 31_(jtl--� 10'-7 1/4" / 10'-10" / � � 4 � � 0 / 15'-3" / ci :; I. z -.- - 11 w m d r ..44, ..=........1' Nk. \-- 014 IP D x ¢ ce 0 A-2A.02 A-2.03 O E`- L! e 1(2). "hi il CC 0 -MINI :: 1 0 A-3.04 IA01,1�r = - CC w cm; CL ¶S 0 'ESII^IASHI HOSE BIBB BOX it) lil _ < 2 c°n DRIrRU 4 < r / -1! l Ar / f/% ,z. -, AOtabtotsWentritit_w►ntr+ - -4l'itrie '41i.�r1I woo 1--J "Zi) 04 _ Z0 ZO - ----:\V 'NY Cl_ ;i r to z � � O p ® -- O pmOry CONSTRUCT WALL INFILL OPENING W/5 I/2" A-3.i3 Ir `� E- r O m 11 „ A-3.07 6" A-3.01 4" CONCRETE Q 0 v O z wog -3.03 (20 GA.) MTL STUDS FROM 1-6 TO 9-I / I 1 ,1 Z d" j o 0 0 1 11 17'-6" CLEAR 4-2 / HOUSEKEEPING 0 ry >� w w A.F.F. - PROVIDE S5 FINISH ON PLYWD SHTHG PP TI ON / 4-2 _ PAD U ry z o in - _ _ t, / - 0- -a FIELD VERIFY EXTENT 106 cv ,t _, 10' 0 1/2 6,1 - �' O >-°. ,�1 " �1- - I co p SCREEN WALL p Z V In c z?,� -2.01 (n �. A-5.1I Ali I / (2.02 81_0'1 HIGH - TO z 73 4111 0 ova ' � �, - I I 104 I I � / 4 � .. �Al - r 3 m KITCHEN t� r Al I O7 A-3.14 A5 MATCH BUILDING - U O x w .. Q 2;�X U wv=FINISH F R ELEV. 220-10/4 _ -3.12 _ a REF. A5.o4 _ -�,_r u"� I ® A 3.1I � YVALK I N BOX ■ z O < �o O iMiJ -J Al ; , . 2t1 x 2" x 24GA 'WHITE' 0 V 0 m o z PI _ _ �' ! CLOSURE ANGLE,BOTH , 0 <°Q 102 A-3.08 _I0 cn 2x6 WALL SIDES OF WALK-IN. r�-® o z a CAR HOP GOON fi� ISOLATED SLAB UNDER FREEZER A PANES A-3.02 _ W FULL HEIGHT 0 W/4" INSULATION ALL AROUND ELECTRICAL L _ _� N Q W T 10 I REF. 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P-I.0) to / i( 68'.--0" / CLEAR FLOOR SPACE AT WATER CLOSET AS >- O E- °*) REQ D BY ICC/ANSI A11-7.1-144448 FIG 604.5.1 O / 141_O" 1 CLEAR FLOOR SPACE AT LAVATORY OR SINK 0 c.� m REG'D BY ICC/ANSI AI 17.1-IgqB (606.2) (3053) (f) Z In i 11 r - REFERENCE NORTH NOTE: 14-10 VENEER , CLEAR FLOOR SPACE AT WATER CLOSET REQ'D BY IGG/ANSI AII7.1-Igq cm -� FOR ROOM FINISH ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE B FIG 604.3.1 m SCHEDULE ONLY ALL (CLEAR) DIMENSIONS MUST BE MAINTAINED WHEELCHA I R TURNING SPACE ALL WALL DIMENSIONS ARE NOMINAL REQ'D BY ICC/ANSI AII1.I-I9Q8 FIG. 504.3 (A) SHEET 1:39 Ell) „, Al 03 FLOOR FLAN REF. SITE PLAN �� _ +� G. FOR TRUE NORTH 1/4 = 1 O 02109 A-6.15 �.- -- / //-•�% N i / \ \ 1 ARCHED DRIVE- 4 ( 1 1 THRU TOWER CAP I I I I J _ T.O. PARAPET \ � T • � 122'-O" TOP OF JOIST VARIES TOP OF JOIST VARIES 20'-5 5/4" } Y y L u C 20'-6 3/4" 0 PLUS I MINUS ROOF STRUCTURE - I REF. FRAMING PLAN A-6.I3 I Akeh.T.O. PARAPET \ i-` _ TOP OF PARAPET \ ROOF SYSTEM I / \ �� T.O. JOIST FRED A. NA RIS VARIES • • T.O.S. VARIES > _ I ' I MODIFIED BITUMEN ,tom SALEM, ,,,�,, I ( ROOF SYSTEM ■ROOF STRUCTURE - O T.O.S. VARIES -0 4j' 6ck' REF. FRAMING PLAN I 4 D F LINE OF SUSP`D GLG. -VERIFY I ,/ HT. IN/CLNG. PLAN I — tn I ":0 O I LINE OF SUSP D — GLG. AT Q'-o" AFF ROOF STRUCTURE - w REF. FRAMING PLAN 0 A /�� A A /�� Q 102 I 103 1 105 4 Li 1= D GAR OP DR1 VE-T�+RU 106 105 � m COUNTER I PREPARATION STORAGE u9 I T.O. SLAB \ \ W \J 1001-0" __..�._......___.._.._____-: T SLAB \ a 1 \� I \ l I o - \ i -� < N 01 TRANSVERSE SE ,TION TRANSVERSE 3 1/4" w l'-0" i/4„ _ 11-0" ° CCC<C<ia ? ARCHED DRIVE-THRU 7 m TOWER GAP - BEYOND z o TOP OF PARAPET �,y w \ 122'-O" ' - w z w„, 0 SCUPPER BEYOND El � t� w V 0 §. a LI W • W w EXHAUST FAN NO. EXHAUST FAN NO. I �`-6'1 o = C Z 111 < T. O. PARAPET RTU NO. I -”■ T.O. PARAPET \ `,, - T.O. PARAPET 1 0.4 W oc ° U `` 115'-3" RTU NO. 2 _ ¢ `� W TOP OF RTU ON STD. 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TO 6" ABOVE 3 2 ., Z 0 0 Cr --, , SUSPENDED CEILING - REF. 3- 2 "INHITE" F.R.P. INALL FINISH ' (--, ‘..., TO 6" ABOVE SUSPENDED 1= .--.--. ROOM FIN. SCHEE.' AND 2 2 _,..r. I 3 CEILING - REF. ROOM FIN. --... 0 d .1 .,..f. w o 6 L----J L--J 1.-J I _ I INTERIOR ELEVATIONS 2 2 V 9 3 2 SCHED. 4 INTERIOR ELEV'S - CZ Z 0 }I 1 Tr)u-p III 1-1-4 f5 6 . 2 , _ II 7 E 77===.r u L - _ . - T , in , ,,z..,.. ilr6a_ ,qw A-5.2 11 . 3 3 2 LINE OF CEILING : LINE OF CEILING k....) (-) (/),(mii_' I, (011. (I)Al ircl /r C10-x 11 I cli 1 LINE OF CEILING 3 . 0 ell-0" A.F.F. , . 0 4V-0" A.F.F. 0 X 6 - tt t - < 0 - 0 411-0" A.F.F. UNLESS 2 / 0 -7 0 - x (...)lac) 0 IL' 0 A-5.23 .1 -,. . Al 1--- NOTED OTHERINISE 3 2 • _ .< 0Fr I,cf■a-o-tn , IL. , ...5.2 a STUD 'MALL FRK6 / z ....) < 0 u- 11- / 0 rA __I IL_ al w 0< it..„51 _.„•, ,, AS sPEcIFIED .. -.....- m -Pr 1 Oci . 3 / (f) "1 V 0 .. / o 1-<w ., L__1 ci A ii tv .- 2 3 2 2 2 I ,...---Th, 10 ooce N r 7 , C) z in c) 1111,!) 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BAS I 2- I'-6" IS" i.-5,. Ncz, TOILET TISSUE WALL BRACKET TYP. 1 5 1/2" 1 1 5 1/2" 1 1 51/2" 1 DISPENSER MIN. CLR. _Q') NAPKIN DISPOSAL UNIT NOTE: NOTE: A 3 ,„„ (RM 110 ONLY) AT ALL LOCATIONS UNLESS AT WALL MOUNTED HOODS NOTED OTHERWISE 21 REF A-3.24 22 REF A-5.24 23 REF A-3.24 24 REF A-5.2425 REF A-5.24 26 I/NALL FINISH 27 IAIALL FINISH 28 lAIALL FINISH DWG: 02109 I-1/2" = V-0" NALK.-I N BOX I-1/2" = V-0" 5TANr,ARD I-1/2" = I'-0" STAINLESS §CWE' <OH@ g©iiu ' I , 50 e/- ,_ 2 X 6 WOOD STUDS \/ 2 X 6 WOOD STUDS �� 2 X 6 WOOD STUDS iFII +/ ►'�r� / FRP FRP OVER INTERIOR SHEATHING �� _ II Di �,. / FRP .�1 �� STUCCO AS SPEC. > + INTERIOR SHEATHING �°""�� INTERIOR SHEATHING 71 - 1 ► }'� STUCCO A5 SPECIFIED r STUCCO A5 SPEC I F IED '� 4 4: 6" KRAFT FACED ♦ ��,�„� .- ► � BATT INSULATION R-19 ►:r' "�∎�r 6" KRAFT FACED BATT 6" KRAFT FACED BATT INSULATION R-1a t r ,,. MOISTURE/VAPOR BARRIER �, ,,INSULATION R-la �� METAL LATH l li ► TYPICAL- REF. 5PGE5. �j �� METAL LATH �rid l !/2" SHEATHING III AIM. STUCCO AS SPECIFIED > I/2" SHEATHING 1 ;� !�O1/2 SHEATHING ► P ARRI R 1� - -�; MOI STURE/VA DR B E ♦ HEADER ASSEMBLY REF. 52.1 �- MOISTURE/VAPDR BARRIER ] TYPICAL- REF. SPCCS. y PASS-THRU WINDOW METAL LATH � ,I 1 ,I r.♦, ►�TYPICAL REF. 5PGE5. ►� HEADER ASSEMBLY - REF. 52.1 bLOLIOi�� k,! �� D -REF. A-I MASONRY WAINSCOT > _ , ,r - _� ,� �� / ► 26 GA. FLASHING TO MATCH STUCG' ►�INTERIOR SHEATHING SILICONE SEALANT BELOW, TYP. ►�REF. 52.1 CASIN G WNDOW E REF. A-f ,l� ♦ `�CASING " " " �` Aff' T.,,..A .O. HEADER ►� �� fj .O. HEADER � D.H. - REF. A-I . HEADER ! FR . HA RIS?'-2 I/4" A.F.F. : � "1'-2 1/4" A.F.F. ■ ►, :_ 1'-2 I/4" A.F.F. __ s...�- 26 GA. FLASHING - 26 &A. FLASHING - MATCH \/^ \/ �,� • MATCH FINISH COLOR FINISH COLOR ` SEALANT TO MATCH STUCCO SALEM, OREGON DRIP GAP "KEML I TE" STD J-MOLD W/ 51 L I CONE ;'�-°'<< BRONZE ANOD 1 ZED FASTENER, SILICONE CAULK JOINT TO ' PAINTED H.M. DOOR AND FRAME ■� SEALANT MIN. OF (5) PER STOP MATCH F.R.P. (TYP) "KEMLITE" S . J-MOLD SILICONE ./"', c ' REF PLAN FOR 5W I NG FRP . . SEALANT AT JOINT (TYP) � OF I MFR. STD. J-MOLD 51 L ICONE BRONZE ANODIZED ALUMI NUM DOOR L-- „ �, _ FRP SILL > > WINDOW G REF. A-I 5/S" DOUBLE PANEL > SEALANT AT JOINT (TYP) UNIT� REF DOOR SCHEDULE INSULATING GLASS I/4 TEMPERED CLEAR GLASS -� _ BRONZE ANODIZED ALUMINUM > z "KEML I TE" STD. OUTSIDE CORNER TRIM S I L I CONE SEALANT NOTE: DOOR INSTALLER TO FOAM W I NDOw UNIT REF w I NDOw SCHEDULE "KEML I TE" STD. CD- 0 1 SEAL OR CAULK JOINTS AFTER 02 SETTING DOOR NOTE: DOOR INSTALLER TO FOAM SEAL OR CAULK JO I NTS AFTER TRIM W SETTING DOOR NO-T`E: OUTSIDE CORNER 5 NOTE: WINDOW 5 REF A-4.06 FOR _ INSTALLER TO FOAM 5" = I'-O" 5" = I'-O" 3" = 1'--O" 3" = 1,_0,, 3" = I'—O" BALANCE OF NOTES - _O SEAL OR CAULK JOINTS �z AFTER. SETTING WINDOW < F.R.P. ON INT. SHTHG. ON W ►` / �/ ■1 P, / \`_/ WOOD STUDS \ Li L MO I STURE/VAPOR ►� � \ m BARRIER ►� -''� ( /7 I/2" WATERPROOF CEMENT STUCCO VENEER I I/2" X 1 I/2" VINYL BULLN05E 1/2" '►� i1 INTERIOR SHEATHING ► BOARD TO 24" A.F.F. * D NI Fj 1 F.R.P. SILL f/2 SHEATHING �� '1 1/2" SHEATHING CLEAR SILICONE SEALANT i CASING BEAD ► a . „ AT JOINT 1 i P� F.R.P. '� �� F.R.P. �� WINDOW "E"-REF. A-1 SILL FLASHING - LAP o SILICONE CAULK JNT. CLEAR (TYP) ► ► STAINLESS STL. FLASHING UNDER MOISTURE/VAPOR ► !Fir ° MASONRY WAINSCOT > � !� MASONRY WAINSCOT BELOW I" UP UNDER F.R.P. BARRIER dSILL FLASHING --- N BELOW �� ► > ► / ■ 1 Q STUCCO AS SPECIFIED ►� � / SILICONE SEALANT % - CI N ♦ STUCCO AS SPECIFIED F I ED /� / 2 X 6 WOOD BASE PLATE d3 I AIII Ei 2 X 6 WOOD STUDS ► 2 X 6 WOOD STUDS �! m TOP/MAS. / � ' VITREOUS CLAY TILE i� O iiI 4" MAS. SILL- 4" O / CASING BEAD CASING BEAD ,�� (ABRASIVE) "+ ; u; ,� ♦ ♦ 2 <1<<<<■ 1111111 ► - ► MAS. VENEER A5 ►� ►� -� ! N 4 MAS. CAP AS 7, k BASE AS SCHED. SPEC. SPECIFIED r PA55-THRU WINDOW 1 _STEEL ANGLE EMBEDDED ► "D"-REF. A-1 IN CONCRETE Iii T „�� roprimmiummeAii0. /7/SILICONE CAULK JOINT y ' 4” MAS. VENEER ►{ ►/ om-1 A 1IiT rh..°. z� �,,..t m AS SPEG. ;� SILICONE CAULK �� T.: # o �, 51 L I GONE CAULK AT JOINT TO MATCH STUCCO ._ PAINTED H.M. DOOR AND JNT. CLEAR (TYP) : ALUMINUM DOOR ff W ,� w FRAME - REF PLAN FOR SWING > y SHEATHING Or 6 BATT INSULATION / '.�+�► a z FRAM!NG AS SPEG. ��i i►► �.+i� a _ MFRS STD. J-MOLD WITH �� i`� SILICONE CAULK JOINT WALL STUDS �� ►�� 2 X 6 WOOD STUDS %�//�EIaL� \ ` ra w v ZZ THRESHOLD REF. A-4.15 > ■ 1 _ 4i-to_ o � •LOPE SLDPF III • iii uj NOTE: REF A-4.0I FOR BALANCE NOTE: REF A-4.02 FOR BALANCE ti) z A. OF NOTES OF NOTES `, J V F 6 co. co riN _ 07 08 09 ...._ P / -;1- f) \0 I I 12 NOTE: I— 0 sit = (,_O 11 it = 11_01i REF A-4.06 FOR 3" = I i_O ' I"I�2i' = I i_O" = I —O" 3" = I i_On — o W w -- BALANCE OF NOTES 1 o > m �1 INTERIOR SHEATHING F.R.P. a) 10 2 V V co PA55-THRU WINDOW NOTE` O 2x6 WD. STUDS `_ `� ` at F.R.P. OR G.T. > F.R.P. --, REF A-4.02 FOR - AS APPLIES D - REF A-I BALANCE OF NOTES I/4" TEMPERED CLEAR SET W I NDOw I N SEALENT -ALUMINUM DOOR GLASS MASONRY ; FRAMING AS SPEC. a. 4" MAS. VENEER > WAINSCOT tV Z 'Cl-) O cl BEYOND 4" MAS. VENEER > --- I , BELOW, TYP. o 9 p r O m BEYOND PAINTED H.M. DOOR AND BLACK ANODIZED �` AI \ r--- `- U u In 1-- z n°o - BL NOD ZED I♦ \ Ch z p N 1 1 a Q FRAME REF PLAN FOR w in w ALUMINUM DOOR UNIT REF /� .- M � p � � cV ry > Dzo SWING DOOR SCHEDULE �� i_- a- >- (I -a.3--,Ch MFRS STD. CORNER > ► * z �} p 4 z MOLD OR G.T. AS \SILICONE *CAULK ► 1- cn a>a APPLIES MFR'S STD. CORNER > A � O ttl �-o MOLD -iiii BRICK VENEER �,.TILE FLOOR AS SPEC. - TILE FLOOR A5 SPEC. �► �" A5 SPEG. O 8 OUT FROM ♦►I...... ... ........................ - _ 0 0 w Lay) NUM THRESHOLD ALUMINUM THRESHOLD EXT. FINISH ►.r i� �� ,►.�a (I) O 0 Q REF HARDWARE SCHED. REF HARDWARE SCHED. 6" BATT z file, o Z ci o \/ INSULATION _ 1 SILICONE GAUL o IZ°� �._ _ 0 JOINT TO MATCH MASONRY YVA f NSGOT Q iv iw,....r.► • �� 2 X 6 WD. STUDS - 0 N I v,�- !� STUCCO $FLOW, TYP. oo Z}o 0),,_ ng g s,_ 16 \■, A kl ...411111 cS 3'-3 3/4" R.O. REM. ADJUSTABLE DOOR ADJUSTABLE DOOR 5!L I GONE CAULK JOINT MAS. WALL TIE < / ) , 4 F- BOTTOM. DOOR #105. BOTTOM. DOOR #108. _ _= 2 REFS. SPECS. REFS. SPECS. * ( NOTE: �/ c� o 13 NOTE: REF. A-4.06 FOR BALANCE OF NOTES REF A-4.02 FOR BALANCE OF NOTES O�U 3 t _ I 1_a" " _ I'-0" S" = I I-O" 3ii = I I_011 5„ _ I#_O„ t}) 7' ).-- <1. /\ 0� F.R.P. SILL / 10_0" s'-O 1/4" SILICONE R.O. , rr 1►. CAULK AT dill IIIIIIIIII o f r-►- _..ii I ...nip SILICONE V I I K 111 KEML I TE STANDARD JOINT CORNER LATH cV �j pow--,'' J-MOLD W/ 51 L I GONE SEALANT CAULK AT - .� ,� JOINT 5I L I CONE CAULK I I I O z () -.- m JD INT TO MATCH O > 0 , �" F.R.P. ON I NTERI DR SHEATHING (TYP) 'I �' A MASONRY } STUCCO - (TYP) in . WAINSCOT _ 0 0 U < ►� MFR'S STD. INSIDE CORNER F.R.P. ON �j BELOW TYP. _ _ - - - - - - u- ►' TRIM W/ SILICONE SEALANT ► -CASING BEAD ► ► tr l��s�►��►��►�� ♦�� i;-�. NOTE. „ d ;iv INT. . - - - - - - - . - - - y ► FRP PANEL ON N ► ► ► REF A-5.OS FOR d „ • "KEMLITE"I TE" STANDARD OUTSIDE , ►� k �„ INTERIOR J j� T j� I v BALANCE OF NOTES SHEATHING 0_j j� CORNER TRIM w/ SILICONE SEALANT ►� l MASONRY , ►�r l l�'�-- (---- 7 w r.►,._ WAINSCOT 2x6 WD. STUDS 0, CORNER GUARDS - ►� BELOW OA C) F` �U >►� 2x6 WD. STUDS _ O�, o Vir- OC) m j ► O ►1 2x6 WD. CRIPPLE / SILICONE CAULK V I _ 11/ k.) � � C —STUCCO AS - �,� EDGES (TYP)►� SPEC. ��. ( ) J Ill■ ►� - ►� � --� �- SHEET MTL. CORNER RE I NFORG I NG 5ii ^ ..�� ♦��T�♦��4 E E < CORNER LATH - ( CORNER GUARDS CO MASONRY O." WOW I.I•I KV4V-_III- ^ — TRIM W/ SILICONE SEALANT _� > I J J. MFR'S STD. INSIDE CORNER - SHEET SLOW, TYP. ALUMINUM DOOR 1/2" SHEATHING ■ NOTE: REF. A 3 FOR A4 STUCCO AS L. "KEML I TE" STANDARD OUTSIDE LOCATIONS FRAMING AS SPEC. SPEC. k 1 0 CORNER TRIM W/ SILICONE SEALANT Q # 8'-0" 5,-5 5/4" R.D. _ O ... 19 NOTE: REF. A-4.01 FOR F.R.P. ON INT. SHTHG. (TYP) NOTE: BALANCE OF NOTES '0 "KEMLITE" STANDARD DWG: REF A-4.02 FOR BALANCE OF NOTES J-MOLD W/ SILICONE SEALANT 24 02109 = I I...011 = I'-0" 3,, = (I_011 F.R.P. SILL 0 5'-10" A.F.F. 5" = 11_0" §OG i I KAY g@b g gOG QG I MTL COPING FLASH I NG MEMBRANE OVER WALL $ DOWN WOOD SIDING ON Y2 ONTO ROOF I2" SHEATHING ON 2x6 I STUDS 0 24" O.G. FENCE REF. A5.04 4" HIGH DENSITY SIDEWALK MAIN FLOOR SLAB - ROUGHEN SURFACE 6x6 POST ® 5'-O" OC CANT o —-�A-- RIGID INSULATION TO RECEIVE HOUSEKEEPING PAD -9 MAX IN AUGERED FTG ..� B/U ROOFING ON Ya" PLYWD ON I tl W.I.B. WALL ♦ _� P.T. 2x6 PLATE W/Y2"4) 11►-•��' 2x4 JOISTS ® 16" OC `I 4 HIGH DENSITY GONG HOUSEKEEPING PAD - I „ ` �• Q PANEL GONG SLAB l }-� ,1 A.B. 0 52 O.G. 1 W/6x6, W1.4xWI.4 I �� RIGID INSULATION REF. A-I FOR LOCATIONS 411 SIMP�N HI CLIP EA JOIST 'Z' FLASHING EA SIDE `' GONG SLAB W/6x6, 2x4 FASCIA W.W.F. CENTERED �1 �y HOUSEKEEPING PAD. -.■ W1.4xW1.4 W.W.F. \ a) _ _ CENTERED _ '• 1� WHERE OCCURS - 5E PLAN rill11111111 '�4 in° 1 .- ' ' •`::' #4 ® 16"o.c. EACH WAY �—� OD A A. • .�{.�'' - ••.' -° •••• - -. `.• _ \ Z2-1(3\ I F DOWELS ARE S I MP50N U24 1 2x BLOCKING �I V ° ° e +��1� - A, :::::1 .- .. 4. °. - .e :a •° a �.i d-:j .,e�_ -a" j! t °'_tt -' + •� . A. e A...t, USED PRDV I DE EA JO(ST DBL 2x6 HDR o. ��.4��4��++�+�+�+�+�s�+�+�+!. c ° a e°i++++i i+iiii'ii +i ii'D iii•••••••+••••••.'.+++•+•••'+.+.+,'_ o dAaO �p d ate?�}° o OAS C} a 4 p d d - Z a `�► I d • u ►. - \3 ........❖.❖.•.00❖.•.!. Ci 30 LAP AT --(s) \° -. t BASE OF GMU e,. ° °• .v ° :° ... .° � ° .. °° °o' a e G °. d•�' O�` `�' `o °'��'aa°0 d„,�° �, , ` Q o WALL I 1 .9 V ,,. 16 OG NA/2" • „ -' ° w/(2) I bd EA ��! PLYWD OVER ° < #3 BARS ® 16 OGEW N ♦ a WALL STUD SALEM, ,may ° a OREGON \ 4. d MAIN BUILDING 4 #4 CONT. - PROVIDE 4'-D" 2'-O" � MAIN BUILDING 'a-.. ,�� 8" 4" FLOOR SLAB PER FLOOR SLAB PER a AG I STD. HOOKS FOR ,�i•/ / 4 STRUCTURAL STRUCTURAL #5 VERT IN GMU {% D *'%s 11111k. 5I TE-BUILT DOORS - 2x4 2-#4 TOP 4 BOT W/ FRAME IAA" PLYWD OVER, BUILDING PERIMETER CORNER BARS HINGES, CANE iBO�5 ® TOP � z FOOTING PER 1'-0" E---------____ „ „ 18 4) x 51-5" DEEP 0 STRUCTURAL GONG. FOOTING @ LOCKING HARDWARE 01 02 03 04 - 1 6x6 POSTS 05 06 5 W D I-1/2" = 1'-0" I-1/2" = 1'-O" I-1/2" = I'-O" 3/4" = ('-0" Z Q w WALL SHEATHING, TYP. m cn W a WINDOW OPENING 0 1 BEYOND BLDG WRAP o 4:i' °'APPLY BLDG WRAP FOLD BACK SIDE FLAPS III OVER SHTHG STARTING OF BLDG WRAP INSTALL FLASHING STOP I FROM BOTTOM OF WALL TEMPORARILY SECURE ANGLE 1XKJ< (OVERLAP EACH COURSE IN PLACE 6" MIN VERT 4 HORIZ - MIN 6", 6" MIN �� SEAL OR TAPE) / i ;� ° 3 Z o A♦ ♦ ' £� o. , r i 4 { } U > o 01.°1" -,„ '�� LL a w v / or ) GT FOLD BOTTOM FLAP OF BLDG WRANDOW !! ! Z AATED INSTALL 5H M BLOCKS PER 41 ,,,” CUT 4 REMOVE TABS DIAGRAM I DIAGRAM 2 DIAGRAM 3 i 0 / 1 12 ,,„,, Li..., C� if Q 2 — cv �. m - FOLD BLDG WRAP FLAPS I Li c, w ; rl — 0 • ww < AROUND JAMBS $ .... o � ; :;O AST BACK OF -� INSTALL FLEX FLASH ,� JAMBS ADHERE TO 11'� \ W FME `� "� �'SEAL WDW HEAD I NSTALL \\ d- \ DRIP FLASHING W/ VERT. Z Q O rx \ LEG UNDER WRAP Q in p m U°110 p_ —wo \ \ Z � N •i I o``0 \ a_ III N > Rio •� \ a! }- Q E Z0°w 01 100,0 ".,.s., 'N. INSTALL 12" STRIP OF Q o U � Q � ° Di v Uw-z Q , jZ FLEX FLASH OVER TOP 0 Q < u- W w N Q OF WDW - SEAL TO m / Q M m o Z Qom r DRIP 4 JAMB FLASHING O z 0 °zQ --..,000. °°°°°°'°' / 1 6,. ' r� o o wow N wF 1 ,,. ."--°11.-- ,.... \ • / LIJ INTL INDOW SHIM 4 i r CORNER TABS TO ADJ TO ACHIEVE PLUMB ! o DIAGRAM 4 SEAL WEATHER 50 PER MFR RECOMMENDATIONS, DIAGRAM 5 =F o RESISTANT BARRIER USE CORROSION RESISTANT \\ _ o 8 13 SILL FLASH FASTENERS ►�j it >- TNI'FICAL INOV4 1LASHING 16 17 18 ,iy......_, \_, 0 N.T.S. 7' )-- --- 0 1:: r 0 _ 0 0 c z i D 0 5 (Y. m , SHEET 0 A5 19 20 21 22 23 24 DWG: 02109 gOGv1DG <RAW „ 125'-O” A-6.20 / A-6.20 I ARCHED TOWER ELEMENT BY CANOPY / > ------ ----- VENDOR ATTACHED TO TOP/TOWER / \ METAL COPING ON __ METAL COPING / \ PARAPET 2X BLOCKING --- 7 II6'-6" 7 •■ ON 2 X SET TOWER ELEMENT ON CONTINUOUS BED OF - BEYOND I16'-6" 0 1.'-.,� \ BLOCKING SEALANT AT ATTACHMENT POINTS 'S' / ti,,,O \ \ ��- m A-6.22 ) -\--- \ ) / METAL COPING ON 2 X BLOCKING O \ \ / RUN WALL INSULATION TO I I = Vin Ake TOP LAYER OF PERL I TE \ ROOFING INSULATION \_-- \ ----- 122'-0" RUN WALL INSULATION TO TOP � � (TYPICAL) all '-, / LAYER OF PERL I TE ROOFING_ I ROOF{NCz AS INSULATION (TYPICAL) FRED A. MODIFIED BITUMEN CHANNEL G6x8.2 FULL LENGTH / ) H A R!S SPECIFIED ROOFING SYSTEM ON 2 OF OPENING - GALVANIZED - COPE ///.r,_..!I � / _ LAYERS OF RIGID END OVER WALL TYP. d ,.4 !,,, ROOF JOISTS MODIFIED BITUMEN ROOFING%/ REF. STRUCT. SALEM OREGON I �' "�► �� I/ ,� SYSTEM ON 2 LAYERS OF d INSULATION ON ROOF '� �--•� �..,..... H� SHEATHING ��I•.•:❖m.tw❖:❖:•❖.:*3:❖::•.❖.❖:•3:❖:❖:❖:❖:❖.❖::❖:•..v.w❖:•:�� 1201-654" RIGID INSULATION ON ROOF d �-� ;i:.. r -..�. - - - - - - - - - - - - - - - - -`-' .ter► SHEATHING it - - ---- ------------------------- ---- ---------- ``t . �'� / T.D. JOIST •--4.X•K.•..c.c...............•..•... KW;+•..�...••..... / e.:N. ..!•!.!•!.!46`..!44.4•.!•!.A.M....... .!.!.!.!.M.2.!.!.2.!.!.!•2.!. VARIES SCUPPER BEFORE / 7 rI - REF. FRAMING PLAN 1 ., �'� W-A MA5. WALL TIES .. � iA .iiiv ---vr---14----i'�---vr---1.----sv----vr.„-1s----a' ::Mg �A∎ �i .A. ._..._•_�. •:.: :._._._.:_._._•. ....._•_•_._:�._._�..._._•_._•_•_.: !`4 11 D'-ID 1/2” (n �1 ) < JOISTS - REF. STRUCT. - - I TOP OF LEDGER z i\ -I I �. .--4 p W- MA5. VENEER �ji�~ \ ♦� \ X ...4, F-� 115'-0" �/�/�j,I ►"� MAS. WALL _ _ 1 WA /__ "--1 \ ,-4 4 TIES �i �-- W IOJOIST TO STUD CONNECTION BTM. OF ANGLE 1 }, / \%\ --� -� - REF. STRUCT. ft 41 ♦II W-.� BRIDGING - ! f MAS. VENEER � p ♦� —. I �►-∎ AS SPECIFIED REF. STRUCT. }-•� z ■--� RUN WALL INSULATION TO WID <t`-A F525 COVERING ® EXPOSED -PA �-/ WD. JOISTS - REF. STRUCT. ,- INSULATION TOP LAYER OF PERL I TE \ �--� / 11 ROOFING INSULATION rji A-b.Ia F-� w (TYPICAL) ♦� �►-� IDa'-o" -� 6-o lO '-O" m Ire m REFER TO STRUGT. 1 ROOFING AS SPECIFIED F525 COVERING ® 1 F''� � 1/.-A FA�''A 41" EXPOSED INSULATION �.-A .d ;-� SUSP. CEILING ROOF JOISTS - REF. STRUCT. ♦� SUSP. CEILING W o ft■- 41"111 --1 4 111 ♦ .-- 0 CONT. WD. LEDGER p ♦{ 4W-A REF. STRUCT. Will FIRE BLOCKING a�••• �••• •.•••.•.•.•.�•�••o.-•....0.•� �__ �� VAR E5 �!.2�!.!.!•!•2.!.!.!.•!.2.2.!•!•2.2.! r, 4 O A 1/2" - gakqE SOH@ VERTICAL STRUT 0 12'-O" O.G. EA WAY FROM TRAPEZE TYPE HANGER 0 DUCTWORK MAIN RUNNER TO STRUCTURE MAX 2" FROM OR OTHER LARGE OBSTRUCTIONS NEAREST CROSS MEMBER MAIN RUNNER/ _ CROSS TEE INTERSECTIONS ISO LBS SRAM II GRAL -"`"� CAPACITY IN BOTH TENSION 4 COMPRESSION. UQ , MUST LIMIT MOVEMENT TO LESS THAN 1/4" O POINT OF ATTACHMENT K PERIMETER SUPPORT WIRE S" MAX FROM WALL '=- —�—�- MAX 6:I OUT OF PLUMB AT ALL TERMINATING Al?ch. �" MEMBERS 4.0D r� COUNTERSLOPE HANGERS IF MORE THAN 6:I �.� AL OUT OF PLUMB FRED A. HA RIS = N.-F. MIN 12 GA SUPPORT WIRE 100 LBS - an 2" HORIZONTAL MOLDING OR APPROVED CAPACITY TYP @ MAX 4'-0" OG MAX ALTERNATIVE ,p, SALEM, OREGON 2'-0" ,/' MIN 12 GA WIRE LATERAL BRAG I NG / NOTE: 1T �� PERPENDICULAR TO EAGHOTHER 4'-0" MAX I. HEAVY DUTY CROSS TEES e ALL LIGHT .? OF�_ ,� ,� / FIXTURES 4 MECHANICAL SERVICES PER (4) HEAVY DUTY MAIN RUNNERS 0 41-0" OG ATTACHED TO (2) ADJACENT WALLS GISGA 3-4 STANDARDS. ACOUSTIC LAY-IN TILE 2. NOT ALL REQUIREMENTS ARE SHOWN. z C.ONTRACTOR TO VERIFY WITH SITE 0 CONDITIONS AND CODE REFERENCES. ( 5 02 W SUSFENE ElL1N DETAIL I" = 11-0" PER IBC 16 2 I.I, G I SGA 5-4 $ 401 OREGON Q V) m w a 0 W o H- N Q N O) 0 1 T 0 2 <<<<<KC Z 2 IL____H . 111_1 ........;`; 2 uicn. rt.., ::' , hlt.i...., .., , lour . ,SUSPENDED VINYL FAGEH § a a TILE 2x4 @ q'-0" A.F.F. LL [C g o 18" STAINLESS STEEL SKIRT ON 011110 I-- en J F-r i ALL AROUND t Z co I- _ rt I-- — 2 . E t--- 0 W clioj O Q ioo FRONT LIP OF `, HOOD ® 5'-O" >c El l< 0 E-- F- if O _ > . = w r- o > NO CEILING ABOVE —//1 V = g w COOLER / FREEZER SOFFIT® 7'-11" - Col) Q <t SUSPENDED VINYL FACED SUSPENDED VINYL FACED TILE 2x4® 10'-q" A.F.F. I TILE 2x4 ® 8'-0" A.F.F. L 1 I I z } O0 i \, FRONT LIP OF - © DCt- O el U 0 r HOOD @ 51-0" IC Q Z wo ' O. 2 0 0 N j Quo I (A ? >}a fl GLS GRID AG TILE VERTICAL _ .❑ Q o Q Z z „WW -n 1 U X 'l (/)°o O ,..,,,.. ___ _7 . 0_ .0 m lL W w(Aa (j) VO caZ oZ r.r " �in (f) Owte�I O zoo ❑ ❑ ❑ r C:) wI NQj lift a 1 81E16- . _ _ _ 'it „ ❑ ❑ WALL EXTENDS FULL HGT.I1J TO BOTTOM OF DECK 44) \ >-- C. NOTE: (..) SUSPENDED VINYL FACED PAINTED NIB CLG. @ ROOF HATCH ABOVE Z REF SPECIFICATIONS FOR CEILING TILE INFORMATION TILE 2x4 @ 10'-6" A.F.F. 8'-O" A.F.F. CEILING TILE PATTERN CENTERED THROUGH STORE IN BOTH PROVIDE 5/8" G-D DIRECTIONS. PLYWD BETWEEN JOISTS � )- AND GYP. BD. I W tp > 0 .-.1 10 .p -- I- 0 Ua n 0 o Q- I CI U K = o `} O ' o co Iu in CI) ,,.°z, IL REFERENCE NORTH O0 Ill FOR ROOM FINISH SCHEDULE ONLY (Z o SHEET C�J 1111 Ili MI/ 01 REFLEITE IEILIN FLA\ DWG: REF. SITE PLAN FOR TRUE NORTH 1/4" = I'-O' 02109 KAM KM@ §©U/II ROOF TOP UNIT TYPICAL > EXHAUST FAN NO.1 AND I GASKET OR SEALER AS NO2 BY OWNER GOUNTERFLASHING SPECIFIED FASTEN TO HINGED I CUR$ RINNAI ROOF > EQUIPMENT A5 SPEC. > o WELD DUCT FLANGE TO GASKET OR SEALANT A5 DISCHARGE TERMINAL Ai+ FACTORY CURB CURB FLANGE SUPPLY FAN NO.1 > SPECIFIED 1- O ROOF HATCH FOR R.T.U. Milk VENTED CURB BASE > BY OWNER ROOFNG SYSTEM PAD I FASTEN UNIT TO 4 x 4 MODIFIED BITUMEN - BY OWNER BASE > BENEATH 4 x 4 RUNNER, RUNNER • ROOFING AS SPEC. ♦� -' RINNAI VENT PIPE > ADHERE TO ROOFING 1----, 3/8" BENT PLATE �� ROOFING A5 SPEC. SHIM CURB A5 REQ D. TO ROOFING A5 SPEC. SHIM CURB AS REQ�'. TO EXTENSION INTEGRAL N \\UJ / �3/8 x 3" FLAT STEEL RIGID INSUL. A5 SPE . UCK UP UNDER MAINTAIN LEVEL TUK UP UNDER MAINTAIN LEVEL FLASHING E-- PRESSURE TREATED 4 x 4 WELDED TO RETAINER RETAINER Z STRINGER 5" x 1/2" • \ BAR STRINGER, 18" 5/8" PLYWOOD �� -- DUCTWORK AS SPEC. < DUCTWORK A5 SPEC. ROOFING AS SPEC. COLLAR RUNNER LAG BOLT TO STUD _ APART SHEATHING ►♦ FRED A. HA RlS ��/ :��::::E::::l TUCK UP UNDER ::::::::::MMIIII :::::�::E::�:�::::M::::: 4 BLOCKING @ 48" ° m:�_�.MI11 �-�----p ; \ � RETAINER O.G. VERT. �+� �� .I ��.��.� \ �w�w`w*w�w"�i��.►�i�w�w�w'�w�w�i�w�w�w�w�w�w�w�w�wAw.w�w� :i::i:V:vi W \:::::w:�:�: F-- DUCT WORK %% P%%'4 /"•�• �•� •�••••�••••• .cf�. SALEM OREGON ,- •_ . �_��_�►�►_�►.►_ _�.�_►_�►.� L-J REF 5-IA.OI FOR ,cj I _ I - REF 5-IA.OI FOR > > - - - �.►�+�+�+�+�+�+�+ OPENING DIMENSION OPENING DIMENSION � - - , T 3/4" DIAMETER 11-1/8" JOIST - SHIM UNDER PT 4x4 CURB 5 4 OF STEEL 1$ ATTACH BENT PLATES THRU TO LEVEL A55 REQ'D. MIN. 5" DIAMETER RINNAI d BLOCKING ATTACHED TO WALL REF 5-IA.OI VENT I AIR INTAKE 1 I REF A-8.02 FOR BALANCE OF NOTES I STUDS I FOR OPENING > REF A-8.13 FOR LOCATION AND SIZES u DIMENSION z DOWN TO HOOD OR 0 I--1 EQUIVALENT DUCT I - I REF A-8.02 FOR BALANCE OF NOTES T I FIREBOARD OR WRAP 04 05 06 -5- W ix 1/2" = i,_p" 1-1/2" = 1'-O•' 1-1/2" = 1'-O" 1-1/2" = 11-0" I-I/2" = 11_O" 1-1/2" = 11-0" z Q I I 18 A. STAINLESS STEEL PROVIDE GROMMETS AT ALL 20 GA. G.I. BOTTOMLESS BOX %-- '1/�4'1 �`"� "''- W a GAP PLATE SECURE OPENINGS - GUT OPENINGS TO W/ROOF FLASHING FLANGE - WING - SLOPE pamp„,..._ 1 44, 4 D m WITH NEOPRENE ViASHER < PARAPET COVER - PROVIDE 4° ROOF DRAIN ROOFIN K U SIZE FOR REFRIGERANT LINES, AND COVER, SOLDER JOINTS, TO ROOF I/8 PER FT. �! 4 f,4.44 GRAB BAR GAS SPEC. TUG UNDER CONDUIT OR PIPING AND ATTACH COVER W/SHEET (WADE OR JOSAM) DRAIN RING FASTEN 2 PLY HERE ►��j/ 4 `_ CAULK TIGHT METAL FASTENERS ►�� SEAL ROOFING TO G.I. "=754,, STRAINER .� 2 x $LOCKING ►�� LISTED PENT GAP q a ce w BASE PLATE IX\ "� 1��4o i INTEGRAL li SLOPE CRICKET TO DRAIN ® 1/4 )�� PER FT. MODIFIED BITUMEN EXTEND > 1��1♦�j ROOFING AS SPEC. FLASHING w LAP ROOFING UP = \ o� UP AND OVER BLOCKING ►��►/�� COLLAR `�w >l 3 �� TUCK UP UNDER p0 UNDER CAP A MIN. 1 j �► RETAINER z v p 1 OF 4" �1 -� v SHEATHING 1��( o 12" k**),� 11 IIII ROOFING AS SPEC. > .::::.; ,'!'„P,!-'.-'l �-�. j � � EXTEND MOD. BIT. FLASHING .� .�..�.�. �+••�•�•_+•• O•♦♦, *� ■♦��♦� �� j UP PARAPET A MEN. OF 8° ■ •�►•••••••• •••••••••• � 20 GA. G.I. BASE PLATE TO ♦�� ►��♦ ' ♦��►�� ♦��♦ ��, RECEIVE ROOFING - - - - J �) FIBER CANT. _ 8.. 4 A. 1 I\�'".�.�.�.�.� < STUD WALL 5/8" PLYWOOD SHEATHING 4),,... 3/4" THICK PERLITE INSUL. %.1 .riir. ♦♦♦♦♦�� < WALL SURFACE �.�� / r.<j ,� Z 2< RUN TO 4" PVC INSIDE OF UTILITY ---- /***,..% �p:° `„j A•I o i _. LINE OF LADDER REF A 8AI r� 11!!14!!x! VO ► ; ; Ii..�♦��I►.i►.� ROOM, DOWN THROUGH SLAB AND Q, �� [IItU% w z c� RUN LATERALLY TO FACE OF �, �► ■ Z �, „ �` �� 1 CLEAR I CLEAR c� p �- CURB AT DRIVE-THRU LANE 4 �.��•.��.�� w�� 5/8" PLYWOOD ��, BLOCKING AT TOP OF 2 X 12 UNLESS OTHERWISE NOTED �i ' / 6" DIAMATER > rr < 22 E SHEATHING LEDGER I2 Si' r- ; EXHAUST DUCT �? p 44 ° ► t1- rr , ° 2 X 12 LEDGER > REF A-8.13 FOR SLOPE TO DRAIN 114 a, ~1 4„ 4„ , LAP SPECIFIED 2 i/2" THICK POLYI50GYANURATE REF A-8,02 FOR BALANCE OF NOTES '�(2) 5/8 DIA X 4 LONG LAG ROOFING UP UNDER t!) �' sr �-SCREWS AT EACH STUD COVER REF. A-8.0'1 �,,,. o 07 H 09 10 II 0 /0 . ■ 1 W O z ►'• I— }- a L 3 = I,...0., 1-1/2" = I'-0" I-I/2" = 1'_O" 1-1/2" = 1'-0" I-I/2" = 1'-O" -- �' • C4 d _ I- gi ? (§opal KAM • FACE OF WALL. © < FACE OF FRP PANEL c 'Z' FLASHING 15c-O" c,,,*% Y.ID Alb. PROVIDE 218" PER FT SLOPE IN CONCRETE SLAB AT ALL 'y �,� PERIMETER WALLS TO 2'-6" OUT FRED A. HA RIS t FROM FACE OF WALL. (SLOPE .,,..: EXAGGERATED FOR CLARITY) ` RUBBER FLOORING tp SALEM, OREGON I C SLOPE `r,��jj�/ .. s...`.. _.. ._. , V F . ( z 0 .05 5 W c, 0 6 I-I/2" = I'-0" o z <, (,) _... w ., D w m ce W a 0 I— a 1■■■■a■1■11■■ < g ■■■■■■i■■■■■■■ 0 1■■■■■■■■■■■■ _ ■■■■■■■■■■■■■ 1P5:7i■■■■■■■■ CZ 311111111111111111111111111111 2 <I<<<<<< CI WALL ■■■■■■■■■■■1■-- ■■■■■■■■■■■1P" ■■■■/■■■IIII ■■■ CUT TILE ■■■I//■■■■tii11■■■ ALONG INTRE EGTION '�i%■■■■■Csll■■■ .- ■/2■■■■■■111■■■ _ - FA OF SLOPE 6666■■■■mill■■■ *-, �',' � _� c tiYL'3 'yam`l R'°f widiii,, RUBBER FLOORING TO BE INSTALLED �� rt w � � 6 ..: THROUGHOUT ALL KITCHEN 4 STORAGE _� AREAS EXCEPT WHERE SHOWN OTHERWISE �� ° a ° z Ill IDE GORNE '. PL. t1� 0 U o d w • w in AidliyA L____, 0-CO Z it CO F- I u HO 1 I iiPI;I WALL ° ::::::L!. ..- CUT TILE �R■■■■I2■■Ei11■/•' U o) LO 2 ALONG ..L�■■/2■■■C�`II■■■ LL' �, ® I INTRESEGTION ■ c'C d 47 a) 4-0 OF SLOPE ■■■■1■■■■■■■■ 1 ■■■■■■■■■■■■■ 1 Q�p z -} o �0 :8C Li5u i Q 1- // ' OUTS I DE CORNER ELAN z 0 Z � O s W L WALL 11111111•1111111111111111 I.....■■■ ■iiiii■■F 1111111•111111111111111 2 0 W < o - ' I v U -IT ■■■■■■■■ 111111111111.1111011 O < it c p o,_ — I ) 111111111PMENI IMMEPEIIIIIIII v I►,t, _ ■■■� :Z■ 1=60311111111111 m O < °a W_ :■■■�■■■1■■11621 11111101111111111111111111111111111111.111_ GUT TILE 0_,Am •i ziiii ■■■■ ■M■■■■■■■■ %■1 11L■■■ 1■■■■IPAIM -N■■■1% ALONG ■\U ■ 11D■■/ ■■■ \ -n N o Z W-�._ r- © o 1 ■11NI■■■■■/R■■1 1■1SI■■■■1■■//■■ 61s�■ INTRESECTION 1111"1111"1"M1111"1111"1"M".1111111111 HiUIiii4Hhii IH1HIIPIII1I1 1111112\1111112\0"11 TILED MOP SINK, J N%■■6■ REF: A4JO OF SLOPE 4- 1 a 1■■� ■ niam■m o;t o■■■■■111 1111■■■■■1 1■■■■■■_i■■■■■■ M ■■■■ 1■■■■■■■■■■■ g r : i ::::::1 :::::::;::::: : '- 6666■■■■1111■■■■1111■1 111■■�i'■■■1�:'■■11 1■HCi■111 /■■I■ < SMOO . EL 5E . / ° F---W w 1N:/�"�■■■1►1�■■1 1111111M1101111111/2111011011 GONG �! _ a ./■■L■■■■6∎661 1■/%■■■■/■■1II■I■ / 11%2■■•►1■■■■11►11 1/%1■■■■►/■■■131■ c>' 1111111■r!111■�■10 tdr4■■■■■!�■■■■■I3 - � y�,�� PLAN C .. ..-........,-.............../1_4.........--.....----- MIS Iii i�� ■■!■�! 1 1 o . �, I/�" = I I_Q Iry 6" HIGH CONCRETE TILED BATHROOM 1 8 HOUSEKEEPING PAD - NOTES: DO NOT TILE, REF: Al 7 I) ALL FLOOR TILE TRANSITIONS TO FALL ON JOINT, CUT TILE ADJACENT TO WALLS ONLY. 2) ALL FLOOR TILE TO HAVE TEXTURED NON-SLIP FINISH. I 0 Z 3) PERIMETER COURSE OF RUBBER FLOORING TO BE (� INSTALLED SMOOTH SIDE UP TYPICAL. > tl� 4) ALL RUBBER FLOORING INSTALLED WITHIN PERIMETER U� COURSE TO BE INSTALLED ROUGH SIDE UP. -i lk.. !�� N 3 c z O w . QF- 0 S d z ,U. 0 REFERENCE NORTH FOR ROOM FINISH SCHEDULE ONLY o SHEET t ' j A9 01 FLOOR FINISH FLAN DWG: REF. SITE PLAN 02109 FOR TRUE NORTH 1/4 = I -O'i NOTE: REF. SRI SECTION 05600 FOR \ ALL MTL. CANOPY COMPONENTS. .050 ALUM. FASCIA SYSTEM REF. E-l.01 $ SP6 SECTION 16520 FOR ALL LED COMPONENTS. 24 6A. CONT. BACKER PREFINISHED WHITE o #8-IS TEK SCREWS AT EA. BRACE. (2) PER BRACE, Rq" i 2 y 1$8-18 TEK SCREWS AT �OD Akez,EA. PAN. (3) PER BRACE. �� , 22 GA. GALV. STEEL - 's �,r-_ VARIES TYP. - REF. G5-I 14'-O" . TO ¢. BRACE ® 48" D.G. cV `9 FRED A. HA RIS' FOR LENGTH 0 END OF CANOPIES STALL STAR (TYP.) ''"'= TS 6x4 PURLINS J SALEM, OREGON y REF. STRUCT. "�,� �- �� 6% .STALL STAR�� @ EA SIDE OF TS 6x4 BEAMS DECK PANS D F CANOPIES,AT CORNERS, 4 REF. STRUCT. ,r---4 / CENTERED @ ENDS OF FASCIA ASSEMBLY MA NTAIN 2" (/) CANOPY - REF. CA-I.13 BEYOND REF. GA-1.05 .040" EMBOSSED ALUM. CLEARANCE WS" _ Z 0 -, GRAY GUTTER / / m 8 18 TEK SCREW(3) / \ EACH DECK PANEL ■� > 1/ N� 1NVI - W CANOPY FASCIA bythitik f\ /\ SCREWS AT EA. FLANGE MIN. 12 SQ. IN. HOLE IN GUTTER WITHIN REF. GA-i.il Il_i 1 I I I I I T I I I I t / TYP. (NO POP RIVETS) - _ -- ,, 11 / �� _ ►_ �� 0y 4x6 SCUPPER OUTLINE. PRE-FINISHED 0 I � SCUPPER INSTALLED OVER HOLES. ZC DECK PANS GUTTER/FASCIA BEYOND REF. GS-I.OI FOR LOCATIONS. U Li E NOTE: ( m REF. CAI.05 FOR (n N BALANCE OF NOTES .050 ALUM. FASCIA SYSTEM (f) m 24 GA. CONT. a LIGHT FIXTURE MOUNTED TO BACKER PREFINISHED DECK PANS ® CENTER OF WHITE o BAY - REF. ELEC. DINGS. 20GA X 3" LONG GALV MTL - z ANGLE W/(2) #8-I8 TEK < 4 REIN INTO DECK PANEL 0 a < T5 6x4 COLUMN REF. @ EA FIXTURE MOUNTING CA-1.11 4 STRUCT. < 22 GA. GALV. STEEL POINT vBRACE @ 48" O.C. ° <CCQKI1C L2x2x18 6AxI'--6" W/ CO; 2-#8-I8 TEK SCREWS ir 3/4" CONDUIT FOR LIGHTING TO DECK 4111111111166. FROM U.G. REF. SHEET E-I := Z 2 (-7 c°9a 0, ,- -T- —= .,, -4 It r.-d-- ---i '.` w § z w ' I 1 ---7,17 0 ..., 0 ... DECK PANS rt0 z RAMP SEE SITE \\ .p c 6 a v . p PLAN TYPICAL) CONCRETE WALK COLUMN PAVING REF. I ,� d- w • w w FOOTING REF. SHEET COI MA NTAIN 2 1- co 1 STRUCT, GLE: NGE: tl/8 - "� I z 'J n F O = 07 #8-18 TEK SCREW (3) / / (/� T ' ' T ' (�L1 EACH DECK PANEL �/1 w� U T T T T- W z - 1/2" _ 1�_0„ 5r, = 1 E_0�, — W • W w = I— c > m 0 0 M g e4 u 2 BULLNOSE CANOPY FASCIA - REF. < A2 < < 53 2"$ CA-1.11 WHITE BACKGROUND 2" E3LAGK LETTERS " HELVETICA MEDIUM " 54" I lu � a_ 2'-4" 4 11 I I z �' O O o 2 1/8" r r I I I I an- A r p CJ i.) 1, ' \ I 1 < �,[ z woZ REVEAL REVEAL CL ARANCE-9'-O ° ° `' 1 O z ��o o � w >>Z0 _,,C -- I— I FLEX CONDUIT INSIDE COLUMN FROM 0- —a 3 to �_ i� o 1-- — — — -I r- --1 (---- -- " O.HD. CONDUIT. BY E.G. - REF. E-1.01 O v ¢ Q z 1) = 1 .1 1 1 II 1 : X di - 1- v) _ NOTES: 4/,4 1 1 1 11 // I" DIAMETER HOLE IN COLUMN FOR C. �O 4 v <N°w "STALL STAR" 111 LED LIT ACRYLIC ^ / 1 POWER CONDUIT. REF.CA-2.16 OR z .< iE o i I. VINYL DECAL BY WASSERSTROM. g.,_ ELEVATION ELEMENTS - "YELLOW" @ LEFT 4 \ I J L- __ -_ - �� '- GA-2.17. BY G.G. O O m z RED RIGHT 2. SUPPLIED BY OWNER 4 INSTALLED BY 6.C. - 1-3/4" DIA. HOLE IN FACE _.* I n \\� . o? COORDINATE. LOCATIONS IN/OILIER. FOR POWER ACCESS. \ 1 1 \\ � � w 3. ONLY MIN. _� MENU BOARD SUPPLIED AND AND r" } f`� o Z w �' r Q ,.pow SIGN CONVEYS ONL MI . HEIGHTS FOR PURPOSES OF INFORMING CUSTOMERS AND IS NOT INTENDED - INSTALLED BY DINNER. SPEAKER HOOK °Nt I---�! � 1 N T 0 _ TO REPRESENT MINIMUM CONSTRUCTION HEIGHTS. 0 UP BY OWNER POWER HOOK UP BY E.G. 1 I 11 e 3 m oz (4) 3/8" x I" LONG BOLTS ' 11 -� g _g Q�= WELDED TO 'C' SUPPLY 0 1 11 if r o ' F-S PLAN NUT 4 WASHER ON BOLT - = I I I ( I 1 __=Z FOR MENU INSTALLATION I 1 I 9 , �� C�`'o0 MENU BRACKET SUPPLIED BY OWNER // 11 'i 13 INSTALLED BY G.G. REF. GA-1.22 I - — — _J — �, "STALL_ STAR II 14 GA GOLD ROLLED ° > ® -- ---� ''� I-" STEEL CHANNEL PRIME ` l --� I 1,I I._0 I 1/2.,,, = I.-0., AND PAINT TO MATCH 1,/ i ✓/ I CANOPY COLUMNS I" DIAMETER HOLE IN COLUMN FOR SPEAKER CONDUIT. REF.GA-2.16 OR I-I" GLR. REF. CANOPY STRUCTURAL DINGS GA-2.11. BY G.G. ,'9' % SILICONE SEALANT //' }- < REF. STRUCT. < COL. REF. STRUCT. .. Ni � 1- y y y FASCIA - REF. "GATORSTITGH" WITH 1-3/4" DIA. HOLE IN � PROVIDE MTL. TS 6x4 PURLIN,SHOP _ „ CA-I.05 / T-LOCK STRIP FACE FOR SPEAKER FLEX CONDUIT INSIDE COLUMN FROM U.G. REGLET FLASH'G UP 3-1/4" DIA TEKS SCREWS ITV/ WIRE ACCESS. 1 1 \ - 2� PRIMED -REF. STRUCT RUBBER y,�, EA RIB TO T5 �� _ CONDUIT. BY E.G. REF. E-1.01 I i � V O UNDER WALL FIN. OR 6x4 PURLIN BRICK JT. TS 6x4 BM.,SHOP ,,•r A►T, MEMBRANE ROOFING v TSbx4 COLUMN �) U.! n -- L I I� �� DOWN OVER PRIMED -REF. STRUCT � � ... � � _16 = EXTENDER FLASH'& I/8 SLOPE REF. STRUCT. !� QC 11( 0 1v \ C TUBE STL FABRIC SUPPLIED BY OWNER (Ni n O V. 11)BE FRAME (ORDERMATIC) - Q ik. --------_____..�--- ___- MEMBRANE INSTALLED BY G.G. V <1: I- 0 d- X Co L \L # 0 FLASHING/GUTTER REF. GA-1.23 Ir , --4.4.4---t , Ill ° C.)I STRIP X to 0 I iii K < 0 0 x ,c O in � p 1- O 1- O m EXTENDER FLASH'G INSTALLED AFTER I-: 24 GA METAL DECKING AS SPEC. 6 "GATORSTITGH co U 11 ATTACHED THRU O U Z 0 CANOPY INSTALLATION UP UNDER PRE-FINISHED WHITE COLUMN COLLAR POP / / VENEER TO EXISTING w O / RE&LET FLASH'G WALL K RIVET TO DECK AND SCREW TO COLUMN NOTE: WALL STUDS z WALL/DFGK PAN CHANNEL. RUN BEAD 0 W/#12 x I-1/4 TEK SCREWS (2) EA. lu " OF SEALANT AND/OR FOAM INSERT IN FACE/COL. SEAL ABOVE AND BELOW DECK. "GATORSTITGH" SUPPLIED TO MATCH SEGMENTED CANOPY SHAPE IV CHANNEL BEFORE ATTACHING DECK FABRIC FLASHING ATTACHED AND LOOSE AT ONE END. o SHEET PANS IN/POP RIVETS ® 12"o.c. V "6ATORSTITCH" ATTACHED TO WALL IN FIELD AND LOOSE END H EXTERIOR BUILDING FINISH INSTALLED INTO GATORSTITCH IN FIELD AT PANELS TO CREATE © r Qq C T5 6x4 COLUMN. PRIOR TO INSTALLATION FLASHING AND GUTTER ALONG WALL AND CANOPY CONNECTION. PAVING CA I WHERE OCCURS. OF DECK PANS, PRIME AND PAINT COL. \ \ I 1 \ PAVING _ 19 -\t- GREEN AS PER PAINT SPECS,SECTION O01g00. PRIME ALL WELDS. ALL CANOPY COMPONENTS DWG: 02109 1" = I�_O" FURNISED AND INSTALLED BY G.G. 5„ _ 11-0" 5„ _ 1._0 I 1 I_I/2 u = 11-0" MOTES BY SYMBOL XX �ob1IC� 111r- i I "ARCHED TOWER" OF ALUMINUM CONSTRUCTION(COLOR: SONIC "YELLOW") POP ASSEMBLY AT EACH SIDE CpND MENU WHERE OCCURS MOUNTED WITH ARCHED METAL ROOF (DOLOR TO MATCH NEW CANOPY FASCIA) OF COLUMN SUPPLIED AND TO OPPOSITE (BACK SIDE) OF COLUMN MOUNTED TO TOP OF NEW ARCHED CANOPY STRUCTURE. TOWER HOOK UP BY E.G OWNER. POWER WITH SAME BRACKET PER GA-2.24, LOCATION IS ADJUSTABLE. INSTALL WITH FRONT OF TOWER AS CLOSE TO POWER AND SPEAKER WIRING TO BE ALIGNMENT WITH FRONT OF VESTIBULE BELOW A5 POSSIBLE. TOWER p„ SUPPLIED BY SONIC AND INSTALLED BY G.G. I" DIAMETER HOLE IN COLUMN POP SIDE OF COLUMN UNDER ASSEMBLY 2 SIGN LOCATIONS: PROVIDE FOUR(4) SIGNS ON EACH SIDE OF TOPER AS FOR POWER CONDUIT. REF. SHOWN IN A2. SIGNS BY SIGN GO. GOORD. SIGN ALLOWANCES 4 G5-3.22 BY CANOPY VENDOR REQUIREMENTS W/LOCAL CODE OFFICIALS. G.G. TO PROVIDE ELEC. r-- _ �' - - -- - - - - - -----1-----1 j 3 LED OPEN SIGN MOUNTED TO FRONT OF PATIO TRUSS ABOVE COLUMN � 40D ii: CONNECTION. SUPPLIED BY SONIC AND INSTALLED BY G.G. G.G. TO ,� ,�� PROVIDE LOW VOLTAGE ELEC POWER FROM TRANSFORMER LOCATED INSIDE MENUBOARD AT COLUMN BELOW. MENU BRACKET SUPPLIED BY OWNER - FRED A. HA RfS'�� INSTALLED BY G.G. REF. CA-224 Cr_ ►-�= 4 ' ARCHED FABRIC CANOPY 4 STEEL STRUCTURE SUPPLIED BY SONIC 4 1 . T.O. TONER INSTALLED BY G.G. PAINT ALL CANOPY STEEL STRUCTURE \\ SALEM, OREGON 125'-0".O \ SHERWIN-WILLIAMS, `EVERGREENS' 5116441, INDUSTRIAL ENAMEL-B54-1104 MENU BOARD SUPPLIED AND \\\ fir- Q'k.(GREEN). INSTALLED BY OWNER. ``1 1 1-- ( 17, SPEAKER HOOK UP BY OWNER I I �5 6%‘ .1 5 PROVIDE GREEN LED OUTLINE OF FRONT EDGE OF ARCHED CANOPY. \ �' PROVIDE ASSOCIATED ELECTRICAL. LED SUPPLIED BY SONIC AND POWER HOOK UP BY E.G. m INSTALLED BY G.G. COLOR TO BE DETERMINED. --� o ,� �, 6 LED ACCENT LIGHTING ("BLUE") APPLIED TO ARCHED ROOFING® TOWER I" DIAMETER HOLE IN COLUMN z \. TO OUTLINE SHAPE. SUPPLIED BY SONIC AND INSTALLED BY G.G. FOR SPEAKER CONDUIT. REF. 0 0 G5-3.22 BY CANOPY VENDOR ;� _ L1JLi 2 1 FLEXIBLE FABRIC FLASHING INSTALLED BETWEEN BUILDING AND CANOPY. - - ', I I REF SHEET GA-1. SUPPLIED BY SONIC AND INSTALLED BY G.G. ��\ --- W LED SIGN OVER EACH WINDOW, "FULL MENU ALL DAY" co LEFT, "FRESH \ ----. ---N - ��- �� — -- - - - - - - ..- -� — 10 8 - EVERY TIME", @ RIGHT. SIGNS SUPPLIED BY SONIC 4 INSTALLED BY G.G. \ t \ " --N \ I I I I I r / Cp • i %11 11 ._ UTILIZE SIGN OUTLET(S) AT INTERIOR. RUN LOW VOLTAGE WIRE THRU WALL \ L /j i L - - - - .J I I L - _ / " Q A.. I/ TO SIGNS. _ — -- __ __ — 1 9 ALUGOBOND GRAPHIC PANEL - MOUNTED TO FRONT VESTIBULE WALL w K �� Q © � ABOVE�IBYO OWNER ND BO'TTOM OF PANEL BY G.C. ABOVE TOP OF WINDOW. � 73 PAINT PATIO CANOPY PANEL FRAMES 51-ERWIN-WILLIAMS, "PURE WHITE" z m OIL / 10 O L __ _. J x B.O. PANEL rev 5117005, INDUSTRIAL ENAMEL-B54-11101 (WHITE). w a III'-s" II PANEL FABRIC TO BE HIGH PERFORMANCE 8028 ARCHITECTURAL FABRIC z } o Ell us ` -r A5 MANUFACTURED BY SEAMAN CORP. O v v - i_Li 3 12 PATIO MENUBOARD AND MOUNTING BRACKET - REF. CA-2.1I AND CA-2.24. n > Q lu z dl < g, 8 a In ua _ t co m o N DRIVE-IN X A "`� r C 1 L C i DRIVE-IN <--1( --i -' 0 Q —I CANOPIES NOT 1 - CANOPIES NOT v Q Q v FLEX CONDUIT INSIDE COLUMN FROM U.G. 0 SHOWN FOR - 1,«<Km< CLARITY SHOWN FOR d u- z O = �" p CONDUIT. BY E.G. CLARITY 0 u- Ay = �OC � Q Q A 0 io r I- 1U i I- Z Eilp-Ma oz g, ,y, O < 10" STD STL PIPE " " "' SLOPE ® SLOPE �.- I I COLUMN w o z lz < >I ® 1Y2% X � tr a 8 z T.O. SLAB X 0 Q c d I 1001-0" I I I I a- w : w w)111r.;.1,4_ II RATIO SLAB 1, I L a3 Z Cl) I- E- r © = i si 1 GC AND ELEC TO COORDINATE cf) , , ' rz 07 UNDERGROUND CONDUIT WITH OPNG IN FRONT FATIO C,ANOPY" ELEVATION SOT OF COL BASE PLATE AND FOOTING imul w pe " o �� = �� GENERAL NOTES: CANOPY VENDOR TO SUPPLY TOUCH UP PAINT FOR CANOPY E- 4 L I/4 = I -O STRUCTURE,TOYER, FASCIA, 4 FABRIC PANELS TO G.G. CANOPY INSTALLER TO I-I/2" = 11-0" — U . �= •t ALSO PAINT ALL FASTENERS, BOLTS 4 NUTS COLOR TO MATCH ADJACENT Z H - > m PAINT " 0 = cc 1 CA PATIO CANOPY TS6x4 COLUMN �/4 all Le 0 oo oo co 2 - {" DlA. HOLES ��q. Q ¢ 5m GUT IN COLUMN. � � y4p1o12 y4V I-f12 REF CA-I23 T56x4 CANOPY o o ,{j �a�araaara:a �a�rarrrrrarr O Q J. COLUMN y4 V 112 r , r I-3/4" DIA. HOLE Q Q r Z w Og IN FAGS FOR V VO �,_ ' POWER ACCESS. O z w ef W El-PO or rr ! I 1 r, rr :-?" r°° I I 1, 2 - I" DIA. HOLES i -I/2 I 0 )- -6 O o a?o 441 p GUT IN COLUMN. j 1 c) L,„..). U �41w REF. GA-123 f ! ` ry ' _ !J0: �cfi), to°cc 0 ra�� sr: ."----raraa�ail u! < °°w J4_ 0 t____ i m(1) W z Q y 112 = � °aw z>A La m 4 il 1� { a p ozAES ‘ 4111L 6 > y4 V I®I 2 y4 V I@ 12 T (4) 3/8" x I" LONG a Q BRACKET-REF = i\ I 0 18,- BOLTS WELDED TO \ z}o y4 V I @ 12 GA-1.22 0\ 'C' - SUPPLY NJT $ o0 z m o BRACKET-REF. T WASHER ON BOLT 6'g z p I GA-I.22 �y o r° I SEE SITE PLAN FOR LOCATION ) O~°o 2 N SEE SITE PLANS FOR DIRECTION, AND NUMBER OF PATIO MENUS. rr f >- LOGATIONS AND ANGLES OF 1-3/4 DIA. HOLE IN 0- I I 7 I STALL MENUS. ly� O -_ - - FACE FOR SPEAKER U WIRE ACCESS. 5 N v 4 SI, = 1I_011 3" = I,-O" r IS) 4'-0" 12'-0" _11 Z ).- "4: L \ \ K 111 u ° I I I I I I I I >1.-Li � ).-- --1 ' m o ! fl� Q� �V Q Q :': 4 ) : ) ' o 11111r. ill 14 GA GOLD Q.. FRONT , 1, SIDE ROLED STEEL tt 11 l 6 = CHANNEL PRIME 0 ' V V 12'-0" = 2 I/8" AND PAINT TO 0 1.=- 12 ) (---- 12 A MATCH CANOPY �- COLUMNS O 1- Q \ J L___1 U lO X . _ ___ 2 1/4..) o SUPPLIED BY OWNER x O 4y�° (ORDERMATIG) < d- INSTALLED BY G.G. REF. GA-2.1I SH EET N _ `k-f/z) CA2 19 TOP RIGHT PATIO GANOFT' ELEVATION G�� L � � �T @ TAU DWG: 02109 1/4" = I'-O" 5/S" = II-0" 5" = I'_O" §o ac §ohkqg' �+ BEAM SCHEDULE 1191-5" (0/0 GUTTER) MARK DESCRIPTION LENGTH (153) 24GA C-12 WHITE EMBOSSED DECKING 'A'=118'-7" Z1 Z8X2.5X14GA 44'-2 1/2" Z2 Z8X2.5X14GA 38'-10" - , 2'-2 1/2" (13) SPACES 11'- " = 2'-2 Z3 Z8X2.5X14GA 44'-2 1/2" 2 2 /2 ( ) CES @ 6 115 -0 2 2 1/2 12'-8" Z4 Z8X2.5X14GA 48'-1" I—' Z5 Z8X2.5X14GA 30'-8" 10'-8 1/2" (9) PANELS @ 14'-0" = 98'-0" 1O'-8 1/2" Z6 Z8X2.5X14GA 3'-9" .�.. POSITION SCUPPER DRAIN , goo- Z7 Z8X2.5X14GA 16'-11" BETWEEN STALLS AT 30° ANGLE FROM COLUMN 2/CS5 FR1-FR3 TS6 X 2 X 1/8" ° 1/CS5 i A \/ \/ \,/ \/-,-- \ i B1 C8X 115 8'-0" , • B2 C8X11.5 5'-O" c'i B3\ B4 1 C1\\ COLUMN SCHEDULE•• a ■■ rr' ar •� •• rr •s �jj C2- ' 1111 1 - C3 10"0 SCH. 40 \ /\ - FREE STANDING MENU C6 TS6X4X3/16" o COLUMN 1/CS5 POSITION OVERFLOW DRAIN @ DESIGN CRITERIA , n EVERY FIFTH STALL AT 30° ANGLE i cl cl E \ ANGLE FROM COLUMN ON HIGH SIDE - BUILDING CODE = 2007 IBC 48'-5" 0/0 GUTTER ROOF L.L. 20 PSF ( (.... WIND SPEED =95 MPH (31) 24GA C-12 DECK 'C' (13) 24GA C-12 DECK "D" (4) 24GA C-12 DECK 'E' a MAPPED SPECTRAL RESPONSE ACCELERATIONS: .4, _-... w ..... _i Ss = 0.944 S1 = 0.338 2'-4" 13'-6" 13'-6" 16'-8" 2'-5" 30'-11" 13'-6" �, 4.,0. 0 1,_7" 5/CS5 2/CS5 IN II > » A ` .i,__. . .—i.a∎■•• ...i 4. —�►, ` 18 -3 1/2 FIELD VERIFY LW .►i++.+ • e-- �.► ; C1 ' .- , 3/CS5 I4/CS5 mu 'Cr ° _. L WimillIMIE `^�' , L.11 ■111111112111111111111111111© a $\D1; 5/CS5 GUTTER EC AP S 0 Nfic U- c I ENDCAP Q .,.._ 1 7'-8" VERIFY I o1 --- ,,,_._ ,...D__, ;r! �, cx m FINISH FLOOR LINE OF ARCHED - i 1 `-5°E/3 > = I CANOPY ABOVE "' o ELEV. - 100 0 POSITION OVERFLOW DRAIN @ L RE FRAMING PLAN n , „ r EVERY FIFTH STALL AT 30° ANGLE NOTES W 19'-0" 7 -11 ANGLE FROM COLUMN ON HIGH SIDE THIS SHEET ENDCAP ENDCAP 1. CAULK CONTINUOUSLY AROUND ALL FASCIA CM GUTTER, CENTER CUTER, POST COLLAR 1/CS5 GUTTER 4/CS5 GUTTER I ANGLE, COLUMN TRIM ANGLE, POST BOX, FREE STANDING MENU AND OVERFLOW DRAIN. ao \/ \/ 1 COLUMNS 2. DESIGN, FABRICATION AND ERECTION OF _ rn STRUCTURAL STEEL SHALL CONFORM TO � . DESIGN, 5 o J - = 1 FABRICATION THE LATEST AND AISC ERECTION OF SPECIFICATIONS COLD ca i , FORMED STEEL SECTIONS SHALL CONFORM o '� 1' 'C1' 'C1' 'C1' 'C1' 'C1 ' 'C1' 'C1' 'C1' ' 1 ' 'C1 ''' 'C6' 'C6 TO THE LATEST AJSI SPECIFICATIONS. o - , ' �� - 3. STRUCTURAL MATERIALS: WIDE FLANGE SECTIONS - ASTM A992 OR ^ 0 Ab A. A A!;,, r• •r Al •r sr A i �„ ,,,,� ��„ �, �.�,� A572 GRADE 50 (Fy 50 KSI) ; " Iffiii) ANGLES / CHANNELS / PLATE - > ASTM A36 (Fy=36 KSI) 1/CS4 TRUSS T 1 2/CS4 TRUSS T2 HOLLOW STRUCTURAL SECTIONS (TUBE) - � ® � SEE DETAIL r SEE DETAIL ASTM A500 GRADE B (Fy = 46 KSI) 1/CS5 2/CS5 s"-"-.2 i PIPE SECTIONS - ASTM A53, GRADE B 10'-8 1/2" (7) PANELS @ 14'-0" = 98'-0" 10'-8 1/2" 1 1/2110 X .083" STRUT (Fy = 35 KSI) . _. t=. ROOF DECK ASTM A653, GRADE 50 (Fy 2'-2 1/2" (13) SPACES @ 11'-6" = 115'-0" 2'-2 1/2" 12'_6" 12'-8," MAX SPACING 5 -0 = 50 KSI), GALVANIZED (G60) WITH BAKED ,,1 ---1 _ ___-- _-__- 1._. ) ENAMEL FINISH (36) 24GA C-12 WHITE EMBOSSED DECKING 'A' (69) 24GA C-12 WHITE EMBOSSED DECKING "B" II.x(14) 24CA C-12 WHITE STEEL OUTRIGGERS - ASTM A653 GR. 40 119'-5" (0/0 GUTTER) EMBOSSED DECKING 'A' a {Fy = 40 KSI), GALVANIZED (G90) PER 1 ASTM 924 STRUCTURAL BOLTS - ASTM A325 ANCHOR BOLTS - ASTM F1554 GR. 36; cv 1 ASTM A36; OR ASTM A307 MATERIAL (Fy = C2 36 KSI) PLAN VIEW _ (1-2P A 4. WELDING OF STRUCTURAL STEEL SHALL rn aU BE IN ACCORDANCE WITH LATEST ANSI / AWSD1.1 1/8"=1'-o" c, �► z cp . FIELD CONNECTIONS SHALL BE BOLTED co m XD �r A —''m�_— CONNECTIONS UNLESS SPECIFIED ON "' `'3 < ) w DRAWING. �, > 6. ALL STRUCTURAL BOLTED CONNECTIONS 1 d:b N SHALL USE ASTM A325 BOLTS. BOLTED JOINTS SHALL BE TIGHTENED TO SNUG F2 TIGHT PER LATEST RCSC SPEICIFICATION. I 7. STRUCTURAL STEEL SHALL BE SHOP o =__ - = = = - ---- - __ _ ==- -_ ___ = __ _ __ - - = COATED WITH A RED-OXIDE RUST INHIBITIVE PRIMER. FIELD TOUCH-UP, FINISH PAINTING, AND MAINTENANCE SHALL BE THE 1/2" X 1 1/2" A-307 RESPONSIBILITY OF THE OWNER (UNLESS BOLT W/NUT & 2" s, _ 2" OTHERWISE SPECIFIED), (2) WASHERS 8. ARROW INDICATES BEAM RUN DIRECTION. (8 PER SPLICE) 9. SPECIAL INSPECTION REQ'D. (BY OTHERS) ZEE PURLIN a) STRUCTURAL STEEL 0 W w b) CONCRETE REINFORCEMENT c) HIGH-STRENGTH BOLTING o '" 1/CS4 /S4 d) BOLTS IN CONCRETE 4'-0» 19'-0„ 7'-0„ c. PROs ss -.. ..-.. .•—.. �" "\Gt QW �U 2" 2'_0" 2'-0" 2" 3D►-0" i 400 9 P°E. _ E 4'-4" /� DREG+ �FrIYNN �` PURLIN SPLICE DETAIL ARC- ED CA\OPY PLA\ N,, 1"=V--0"'-O" 3/16"=1'-O" I EXPIRES (z/&1), - . I PROFESSIONAL OF RECORD © VENTAIRE, LLC 2005 DATE: 11/3/09 NO. REVISIONS _ DATE PRODUCT DESCRIPTION . • 4345 S0. 93rd E. AVE. - TULSA OK. 74145 REF. FILE N0. 1 PER REVISED SITE PLAN 12116/09 KRE `atre ',Lc • P.O. BOX 471530 - TULSA, OKLA. 74147-1530 (800) 324-5874 SCALE: NOTED 2 '� ' • PHONE (918) 622-1191 1802801 R00 ALL RIGHTS RESERVED. REPRODUCTION SONIC CANOPIES OR UNAUTHORIZED USAGE PROHIBITED. DRAWN BY: VCR 4 FRAMING PLAN CUSTOMER MCOBEAN CONSTRUCTION LLC JOB NO. 18029 SHEET NO. CHECKED BY: 5 ADDRESS 15300 SW PACIFIC HWY, TIGARD OR QUOTE NO. 09-0539 CS1 OF 5 e • BLUE L.E.D. STRIP LIGHTS 18GA METAL ROOF DOME , ... timo--- BUILDING ARCHED FABRIC CANOPY ‘00tde PARAPET - - COVER OVER STEEL FRAME Th _ 1,... 0 0 .---''' . C ) , AIINEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMPIIIIIIIIIIIIIIIIIIIII■- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL 1111111111101.111111.111111111111111W111 li . DETAIL 1 1 7"---- 1 1 1 I 1 iff A, ---- -' Y / i, .00 i r _ f / \ I - = \ I ---E _ -0, // bk.. AL. TOP OF SLAB T P OF SLAB w 100 -0 , , , _ 100.-o• LEFT SIDE ELEVATION 3/16'1=1'-0" , ARCHED FABRIC CANOPY &gut: [BUILDING COVER OVER STEEL FRAME [ 111.00-4410 PARAPET € I 1 YELLOW L.E.D. RED L.E.D. FASCIA .050 ALUM - STALL STAR STALL STAR A di ir,...................................4„............................. ................................... .. ........• ...........-..... ..-.....,LwA.,,,,I,,..„.,...,„i„„,.,I„„,,.„„.„,I„„.1,.... ......., .. . DETAIL 1 ..„.. 1 . , 1 I I I = if , , _.---/ — _Y * 0 NIPPY I i , — — cx>, , .a)- T.O. SLAB 1 00 -0 .....-- RIGHT SIDE ELEVATIO\ 2" MIN - 6" MAX 3/16"=1'-0" ,,, BUILDING WALL GATORSTITCH W/ RAISE 3" ABOVE ' CANVAS SPLINE FABRIC PANEL ON WALL • 1,L.:4 WHITE min: iill Cz) .,. / TEDLAR MEMBRANE c■I tk" = ROOF MATERIAL : 1 I - // (-- 1 _L (----*-- / , ATTACH GATORSTITCH -FABRIC PANEL f- r -) TO BUILDING WITH FRAME A 2 3/4" TAPCON SCREWS - - - - AT 2'.-0 O.C. Viso- 110.110-- 0agEt FABRIC CANOPY _ 18GA DOME ASSEMBLY DETAIL 1 i _ _ BUILDING NTS ,z --------ti- ----•00.11. 1 I " -----a - -- .4*--------BEYOND , . , Vol•--- "ooNN 4 -...,,%14.104‘ / ...----BUILDING PARAPET WALLS BY OTHERS , - fri.050 ALUM. FASCIA (SILVER) OD011e. _ . D c:a 1 1 r kti._60 . 0 0 :7) (----) 0 C") ( ) ,z, ., I • 1/4" DIA. LAG SCREW AT 12" O.C. (TYP.) •-. - 1 ,/, ir 6" S-0" ... 6" ... /, if 1 _ — . -.- Oo ip PR Ope AS1/4 4,i'd, ... .--.41:pmumaapsameam.6,......—.." ti 1 = 7 .-- '-""'' I c:3% OGINEE/1 #"0 ' 0 0 n In ' 4c:1". 1!069 PL 1,... ::-_,,- — , T.O. SLAB cc --- I 1 00*--0" 1 `-' -.47-1,14" . , —1 — I — _ — I DRIVE 11 V1511. ç5,10 99'-8" D/T DOvE DETAIL I 4 0. P Ogg%V)s;j FRONT ELEVATION REAR ELEVATION NTS 3/1 6"=1'—0" 3/16"=V--0" EXPIRES „ 3, i -. - .•w w Nowa....... I 1 0 VENTAIRE, LC 2005 DATE: 11/3/09 NO, REVISIONS DATE BY PRODUCT DESCRIPTICN .....--_tr---1 - • 4345 SO. 93rd E. AVE. - TULSA OK. 74145 REF. FILE NO. 1 PER REVISED SITE PLAN 12/6/09 KRE -rentaire, L,Lc • P.O. BOX 471530 - TULSA, OKLA. 74147-1530 CANOPIES 18202801R00 (800) 324-5874 SCALE: NOTED 2 SONIC • PHONE (918) 622-1191 ALL RIGHTS RESERVED. REPRODUCTION 3 OR UNAUTHORIZED USAGE PROHIBITED. DRAWN BY: VCR ELEVATIONS CUSTOMER MCOBEAN CONSTRUCTION LLC JOB NO. 18029 SHEET NO.4 CS2 OF 5 CHECKED BY: 5 ADDRESS 15300 SW PACIFIC HWY, TIGARD, OR QUOTE NO. 09-0539 1'-4" . .� M 2" 6" 6" COLUMN (BY VENTAIRE) - 3 1/2" X 6 ACCESS HOLE TS6X4 COLUMN {BY VENTAIRE) N 9,, 1 1/2" 2 . , 6 f>~ .. 6 , .. 2" 2" �, .. 6 _.. 6 _ 2" DETAIL 1/ THIS SHT W/ REMOVABLE COVER PLATE 12" X 12" BASE PLATE - .� LEVELING 3/4" BASE PLATE LEVELING 1 COL ri NUTS PAVEMENT NUTS !-` DRIVE 7/8 DIA IN ff » » ff » 1 1 4 DIA N 1 1 4 x 2 f: ' ;i _: DRY PACK NON—SHRINK HOLES / 3/16 / «�� DRY PACK NON—SHRINK oo j;�;� HOLES i SLO ED HOLES COLUMN a. • a 4 z �- 1 1 - GROUT PRIOR .TO d d GROUT PRIOR TO a i - A t f; / LOADING COLUMNS. • LOADING COLUMNS. 1 °O Q . ' d GROUT SUPPLIED &�. �, , � �, I � - .-.° . Qd GROUT SUPPLIED & a �__ e COLUMN % � COLUMN / - W a 4 BY OTHERS w !//_4,i INSTALLED BY OTHERS 1 INSTALLED G O E S d- � '� PLATE a ---y /�'// �:;////' /4 a 4 TIES ° 3 4� X 24" 4"TIES co illy j co " w 12 C/C 4" ra r. = 1 X 36" H I 12 a /.. . •r �► . BOLT 4 . a +� < 7O r it i r i 1 ANCHOR n d ° d ' i c� . 1/4/ .rr BOLT A d • I 41 ° I DRILLED L. . - (6) #7 CN ff » "' 3/1 6 CONCRETE 3/4" » f » d " � -��°. [.' .. -.I a REBAR in. p PIER j 4.� , PL 3/4" X 16 X 1 —4 PL 3/4 X 16 X 1 —4 4. F1 BASE PLATE DETAIL , , m ° 4 , DRILLED 41- ff 'F2' BASE PLATE DETAIL 'F3' BASE PATE DETAIL Q {6} 7 : CONCRETE 1 =1 -0 1 DETAIL 1 REBAR °� PIER 1"=11-0" 1"=1'-0" CS3 _ 2'-6" DIA (MIN) 2 (MIN) 6"-1'--0" 11'-6" 11'-6" 11'-6" 11'-6" 11'-6" \ 11'-6" 11'-6" 11'-6" 11'-6" 11'-6" 12'-8" ° >°ob : (6) �! 44 . 4 REBAR(6) #7 • .a ° d REBAR - - a . a as 4 4e ILA° ° : 4 ° ..�. ° #4TIES f f 'F1' 'Fl 4 #4WS ,;.�.,, . 12"'F1' F1 F1 'F1' F1 F1 'F1' 'F1' F1 F1 , . ',=''` 12" C/C ° 12 C/C i 0 0 Ant WI 0 kr n oh my m — vo 0 — ert, F6 DRILLED PIER FOOTI \G DETAIL 'F2' & 'F3' DRILLED PIER FOOTING DETAIL F1 1/2"=1'-0" 1/2"=1'-0" \*.\-,.._ A ( M A \ --.._./) ,6 -01/2',,. 13'-6" 13 -6 16 -8 , 18'-3 1/2" - - VERIFY ALL DIMENSIONS WIT— SITE PLA\ 'F1' 'F1' 'F1' 'F1' "DRY PACK" NON-SHRINK T — erh W7 — o 1) TS6X4 COLUMN (BY VENTAIRE) GROUT PRIOR TO LOADING COLUMNS. I 1 ---PIPE COLUMN 3 1/2" X 6" ACCESS HOLE 12" X 12" GROUT SUPPLIED & , 4/ . W/ REMOVABLE COVER PLATE BASE PLATE INSTALLED BY OTHERS DETAIL 1 LEVELING I "DRY PACK" NON-SHRINK I I 7 Ag'-4 3/B NUTS DRIVE GROUT PRIOR TO 1" DIA X 3'-O" LG. 2 w LOADING COLUMNS. BUILDING FIN. FLOOR ELEV. I ANCHOR BOLT O° i-�..-a- GROUT SUPPLIED & /A W/ 6" THREAD OPTIONAL tom► a ° 4 INSTALLED BY OTHERS ---- SRPEAD w f 1_" N d4 d ° 1 1 d COLUMN °' 'F2' /DIMENSIONS ARE o �a � ` "'� 3 FOOTING w TOP OF FOOTING TO BUILDING FRAME ° 4. f » a � . �a 'aa° -_ �..Qa..° .°. : 'a.� : � 3/4" X 24" ANCHOR BOLT q a : '�°.'. a o. -. a c,, ELEVATION = 99'-4" — - .. . - . °- 4 d 9 ° 4 ° w TOP OF a a4 4a #4 BARS AT 16" O.C. °,' -(Ni m . d4. 4a� 4 a 4 ° d = 4 » FOOTING BASE PLATE BUILDING FIN. FLOOR ELEV. - 100 -0 4 Id.. °d EACH VERTICAL FACE "' �-' " .4. a d-tr #4 BARS AT 16 0.C. ELEVATION F21- --- 99'-4" ° ° #4 TIES AT 12" O.C. aa. ...:° �, e ` ;� °. ��. . ° EACH VERTICAL FACE 7'-8" 19'-0" 7'-11» # ' I . 4 ' . ° a a, — -- - EACH WAY (TOP & BOTTOM) 1 -0) # 4'-0" SQUARE 4'-6" SQUARE TIES AT 12" O.C. EACH WAY (TOP & BOTTOM) rn 1 'F1' 'F1' 'F1' 'F1' 'F1' 'F1' 'F1' 'F1' 'F1' 'F1' 'F1' 'F6' 'F6' - CI _ 1 ?A% —0 0 — t111 ifitti gruN oh 0 guy litiV — mil va 141, ALTERNATE BLOC< FOOTING F1 ALTERNATE BLOC< FOOTING 'F3' 24" DIA 1/2"=l'_0», 1/2"=1 f_Off DRILLED PIER TS 6" X 4" I COLUMN 11'-8 1/2" 11'-6" 11'-6" 11'-6" 11'-6" 11'_6" 11'-6" 11'-6" 11'-6" 11'-6" 12'-6" 12'-8" . .. \\.. .,,....,..... ... "DRY PACK" NON-SHRINK A GROUT PRIOR TO FO U \DATI O N PLAN LOADING COLUMNS. i PIPE COLUMN . GROUT SUPPLIED & ,�'� " 1/8 -1 —0 \OTES INSTALLED BY OTHERS DETAIL 1 1 I LEVELING NUTS - 1. MINIMUM ALLOWABLE SOIL BEARING BUILDING FIN. FLOOR ELEV. 1 1" DIA X 3'-0" LG. SHALL BE 2000 PSF. ANCHOR BOLT BASE PLATE 2. CONCRETE SHALL HAVE A MINIMUM ::.« W/ 6" THREAD �A' COMPRESSION STRENGTH AT 28 t DAYS OF 3000 P.S.I.•4 ° 4 0. 4' o °. d ° a do ° 4 n .° 3. SET COLUMNS EXACTLY VERTICAL PR (USE LEVELING NUTS TO ADJUST COL). - Qo ' 4' 'a ° --. • .4. - - #4 BARS AT 16" O.C. � �,�"lij c.I m ° ° ,�4 4 d 4 v B d °- 't a - •'• Q°� ° �' ad. d I p �a - QI - 4 . - �o �j . ,�, a 4 ° a a d a ° EACH VERTICAL FACE (... .°' ��GINEE4 4:a 4, MINIMUM YIELD STRENGTH OF CONCRETE ° ° 4 4 Q, 4 a d 4 4 -° t.*69 P.E. 1,.', REINFORCEMENT IS 60 K.S.I. ° 4 4 4 ° ° ° da �'4 _ `� d :," .�Q4 4 4 ° _ °. n. ° °a- ` 5. REBAR SUPPLIED BY OTHERS. #4 TIES AT 12" �,,�, 4r 5 At 6. BOTTOM OF FOOTING SHALL BE AT OR 3'-3" 3'-9" 3'-9" 3'-3" # 0 C. �' G BELOW FROST AS DETERMINED BY LOCAL EACH WAY (TOP & BOTTOM) cry LYNN BUILDING OFFICIAL. 14'-0" (X 3'-6" WIDE) EXPIRES 7. 95% MOD. PROCTOR COMPACTION PR+ a'r a RECORD OF STRUCTURAL FILL m , , Q VENTAIRE, LLC 2005 DATE: 11/3/09 NO. REVISIONS DATE BY PRODUCT DESCRIPTION EF. FILE NO. F 1 PER REVISED SITE PLAN 12/16/09 KRE yentearaux • P 0 SBOX 93rd AVE.AVTULSAT OKL�.0�4147�74145 ALTERNATE BLOCK FOOTI\C 2 (800) 324-5874 SCALE: NOTED 2 . PHONE (918) 622-1199 1802801R00 1/2"=1'-0" ALL RIGHTS RESERVED, REPRODUCTION 3 SONIC CANOPIES OR UNAUTHORIZED USAGE PROHIBITED. DRAWN BY: VGR 4 FOUNDATION PLAN CUSTOMER MCOBEAN CONSTRUCTION LLC JOB NO. 18029 SHEET Na CHECKED BY: 5 ADDRESS 15300 SW PACIFIC HNY, TIGARD, OR QUOTE NO. 09-0539 CS3 OF 5 r . 1 , TYP TOP & BOT. 1/4 /31P =LOPE 1/8"/FT, (-11 14 5 I1 I(- all 24 GA. METAL CAP 777.-- -. 1'7\.\\\\ fl 0:-.. C8 X 11.5 \ 11+----, ( tl 01 min: 7' p _ - 0 T 0 OM 0 �1i C-12 STEEL 1 L 3" X 3" X 1/4" DETAIL '6' DECK (WHITE EMB'D) X 7 1/2" LONG TYP (TYP•) DETAIL '7' THIS SHT �4 THIS SHT #12-14 X 1" SELF DRILL SCREW @ 5'0" C/C. AND 6" MAX @ EACH END TYP, EACH DECK RIB -■ COLUMN I . çSECTlO\si 6 • 4 L5 X 3 1/2" X 1/4 L5"Z8X2.5X14GA 6 1/2" LONG L5 X "3 1/2" X 1/4" TYP 6 1/2" LONG Z8X2.5X 14GA TOP & BOT. 1/4 /3" SLOPE 1/8"/FT. • -- -- BOLTS ULLY —•. ...� I SEATED IN TOP 24 A. METAL CAP i /2" X 1 1/2" A-307 q \1" OF SLOT'D HOLE .�BOLT W NUT & (2) - eg i (1. 0..---- 1 WASHERS (2 REQ'D 1/2" X 1 1/2" A-307 1 C8 X 11.5 PER CLIP) BOLT W/NUT & (2) c WASHERS (2 REQ'D - �r Pr _ _____-: _ _ t____J . . PER CLIP) "" r M1,1111 � o # } o 0 1 BOLTS FULLY — ... y _ . _ �.._ _ #SEATED IN BTM OF SLOT'D C-12 STEEL I L 3" X 3" X 1/4"X 7 1/2" LONG HOLE (DOWN DECK , l DETAIL '6' DECK (WHITE EMB'D) TYP , , SLOPE) TYP { } DETAIL 7 CLIP THIS SHT ,� 1 I4 " THIS SHT C-12 STL DECK'G # 4 X 1 J SELF DRILL SCREW (WHITE EMB'D) C-12 STL DECK G @ 50 C C. A. COLUMN (WHITE EMB'D) DECK / ) CLIP AND 6" MAX @ EACH END TYP. EACH DECK RIB 6 DETAIL 4/4 DETAIL 5 SECTIO\ Vir VW CS5 #8-18 X 1" TRUSS HD 24GA CON'T BACKER SCREW AT 18" C/C #8-18 X 1" TRUSS HD PREFINISHED WHITE 4 A CON'T SCREW AT 18" C C uT 20GA STAMPED 2 G CO BACKER / VARIES 0 3 � FASCIA BRACKET PREFINISHED WHITE — — S�Up H� i - #10-16 X 3/4" SELF ff CAU K PE lE Iii 050 ALUM AT 48" C/C DRILL SCREWS 1/4 X 1 3/4 TAPCON CON�'T R �o FASCIA ( " A AT EACH BRACKET SCREW @ 24 C/C Cgllo °O SYSTEM �9 #12-14 X 1" TEK 050 ALUM rF.1 ., �, N fi FASCIA SEE ARCH e�i� .,� SCREWS W/ WASER «) #12-14 X 1 TEK I #1 SYSTEM �' DRAWINGS R / Q �, © 12" C/C 9 SCREWS W/ WASER FOR BLDG S 6 / COUNTER ' e 1 ' DETAILS R 3 @ 12 C/C " FLASHING �2) ( /4`° N #12-14 X 1 TEK C-12 STEEL 4 Eq HIT TE f) » JJ x r E k SCREWS W/ WASER DECK (EM8'D) 3" X 12" X 1" THK SC 6 SID Roo (2) PER BRACKET .� STYROFOAM, VULKEM ER <'� IN PLACE (ND @ EA Ali DECK , } ... _, DECKPAN @ BLDG WALL) #12-14 1" TEK v v ' DECK #12-14 X 3/4" ,SELF- # X 1 — DRILLER @ 24 C/C SCREWS W/ WASHER„ 2 M 2" ■ 6 - VULKEM @ 18 C/C " GUTTER 2 .. CON'T TRIM SEAL 9J} CHANNEL 1 2"-1" GAP SCUPPER DRAIN DETAIL ',(51/4 49,i PRapis " �, GUTTER _, ,. / '�`� �Z,,GtN�F,y +ri J. , 1.1.9 PL O \ Air-....,- ...._-__• try �, ®1 .r a r ,,0 <c 2 SECTION SECTIO\ 4 SECTION A;P . 1.� CS5 CS5 CYN °‘9 fL, 1.2.22 —�`•� PROFESSIONAL OF RECORD 11 3/09 N0. REVISIONS DATE PRODUCT DESCRIPTION • 4345 SO. 93rd E. AVE. — TULSA OK. 74145 REF. FILE NO. Q VENTAIRE, LLC 2005 DATE: / ,� ' 8n a t.re, LLC • P.O. BOX 471530 - TULSA, OKLA. 74147-1530 1802801R00 (800) 324-5874 SCALE: NOTED 2 - • PHONE (918) 622-1191 ALL RIGHTS RESERVED. REPRODUCTION SONIC CANOPIES OR UNAUTHORIZED USAGE PROHIBITED. DRAWN BY: VGR 4 — CANOPY DETAILS CUSTOMER MCOBEAN CONSTRUCTION LLC JOB N0, 18029 SHEET NO. CHECKED BY: _ 5 _ - — ADDRESS 15300 SW PACIFIC HP, TIGARD, OR QUOTE NO. 09-0539 CS5 OF 5 r------g@HE goikgig $ PROP j GENERAL. NOTES wc cINFo 4; • -702 all CODES AND STANDARDS: FOUNDATIONS: COLD FORMED STEEL LIGI-IT GAGE STEEL A. All materials and workmanship shall conform to the requirements of the 2006 el v OREGON Oh a A. All footings to rest on firm, undisturbed soil, or structural fill, free A. All Light Weight, Cold Formed Steel members have been designed and 9'' fe Edition International Building Code with State of Oregon amendments, g g g �' Gut t1 � .��`' 0 of organic material, and capable of supporting a minimum allowable bearing Specified to comply with common section designations per Metal ��P �. B. American Concrete Institute ACI 318, American Institute of Steel pressure of 1 500 psf under combined dead and live loads. ply g pe �y B $i�p� Q Construction, * American Welding Society. E �� Stud Manufacturers Association, M.S.M.A. All products referenced • B. All slabs-on-grade shall be underlain by a minimum of 6 of free-draining are designed to meet the 10196 Edition of the A.1.S.I. Publication XPIRES: JUNE 30, 20101 (less than 2% passing the No. 200 Sieve), well graded, crushed rock. The "Cold Formed Steel Design Manual". Galvanized steel products are DESIGN LOADS: base course materials shall be compacted to at least 615% of maximum dry assumed to be formed from steel with a minimum yield stress of density. 33 k.s.i. (A.S.T.M. A653 grade 33) for elements with thickness A. Roof Loads 0.0451" and less, and 50 k.s.i. (A.S.T.M. A653 grade 50) elements Dead Load = 12 psf with thickness greater than 0.0451". Snow Load = 25 psf CONCRETE: B. Light gage framing to be installed per manufacturer requirements, C. Wind Design Data (2007 Oregon Structural Specialty Code Used) using conventional fastening methods. Basic Wind Speed = 60 mph F.M. 16061.1.1 Exception 5 A. All structural concrete shall conform to the following: �� p ( ) ' p Location Maximum Maximum Maximum Minimum C. All Cold Formed Steel studs, joist track mill certified steel to meet: Exposure = $ Aggregate Slump Water/cement F'c 1. ASTM A653-GRADE 50 14 - 16GA. GALV. STEEL D. Seismic Design Data " " .5 3,000 psi * 2. ASTM A653-GRADE 33 25 - 18 A. GALV. STEEL . Ss = O.g17 Si = 0.333 Foundation 1 1/2u 6 D. All steel studs, joist * track shall have a legible label, stamp or Site Class = D Slabs-on-grade 1 1/2" 4" .46 3,000 psi * embossment at a maximum of 48" o.c., indicating the Manufacturer's S = 0.6413 Spy = 0.385 , 9 Seismic Design Category D * ural design is based upon F c = 2,500 psi. Name, Logo or initials, IGBO Evaluation service report number, the material Special Ins coon is not reqpired. base metal thickness (uncoated) in 0.001 in and the Yield strength if L7 Basic Seismic Force Resisting System: - Plywood Shearwalls different than 33 ksi. z R = 6.5 E. Mill Certificates Shall be made available if requested. Mill Certificates 0 E. Importance Factors B. Concrete mixes are to conform to 2006 I.B.C. Section 16105. to include as a minimum the chemical composition, Yield Strength, Tensile (n Snow = 1.0 C. Submit a copy of each concrete mix design to the engineer prior to any Wind = 1.0 delivery to job site. , Strength, Elongation, and coating thickness. w Seismic = 1.0 CC GLU-LAM BEAMS: D GENERAL REQUIREMENTS: REINFORCING STEEL:-~--_,. A. Beams to be built in accordance with "Standard Specifications for z A. All reinforcing steel shall be billet steel deformed bars conforming to Structural Glued Laminated Members of the American Institute of Timber Q A. It is the responsibility of the Builder/Contractor to obtain appropriate g g Construction". approvals and necessary permits from city, county, state, or federal ASTM A615, Grade 60, except use ASTM A706, Grade 60 bars where B. Glue-laminated members shall be laminated from Coast Region Douglas Fir w agencies, as reqpired welding is reqpired. (No. 3 bars may be Grade 40). Submit mill f g g certificates for all bars requiring welding. lumber and shall be 24F-V4 structural grade for single spans, and 24F-V8 c� B. Contractor shall be responsible for all construction methods, techniques, Structural grade for continuous and cantilevered spans sequencing, and safety reqpired to complete construction. B. Fabrication and placement of reinforcing steel shall be in accordance with C. Contractor shall verify all dimensions and details �� Practice" C. STRESSES: y prior to proceeding "Specifications MSP-1-610 Manual of Standard Practice and 'iChapter 5 of ACI 301-Sq Fb = 2,400 psi E= 1.8e6 Fv = 1610 psi Fc = 650 psi with construction. All discrepancies shall be approved by the Architect or Specifications for Structural Concrete for Buildings". Engineer of record. C. All concrete slab reinforcing steel shall be supported at the required D. Contractor shall verify all reqpired penetrations on Architectural, heights by approved bolsters prior to pouring slab concrete. PLYWOOD NEB JOISTS: iii Mechanical and Electrical plans. All dimensions shall be field verified D. Reinforcing steel lap splices not otherwise indicated shall be ACI as early as possible. standard class B splices staggered between adjacent bars one lap length A. Joists shown on plans as "TJI" to be "Truss-Joists" or approved equal. Joist Q E. Contractor shall thoroughly review and redline all shop drawings prior to minimum. assembly to be tested under I.B.G. testing procedures. submittal to the engineer and architect. Submit shop drawings in a timely E. Provide corner bars same size and spacing as horizontal bars and project B. Complete joist designs bearing the stamp of a professional engineer registered in • fashion to allow 10 business days for review by design team. All 48 diameters each way or 2'-0" x 2'-0" minimum unless detailed otherwise. the State of Oregon to be submitted for review. O <<<<<<or comments made during review do not relieve contractor F. Provide (2)-#5 bars around all openings and recesses. Extend these bars C. Floor framing members shall be designed to support the specified loads and z from compliance with the requirements of the plans or specifications. 24 inches beyond the corner of the openings. limit maximum total load deflection to 1/360 of the span and limit live load c G. Contractor shall provide and cast in all necessary inserts. deflection to 1/460 of the span. = ca H. All welded wire mesh shall be furnished in flat sheets and conform to D. Joist manufacturer to provide all specialty items needed for a normal and , ASTM A-185. complete installation of floor joists. The manufacturer shall supply all a E tz associated load transfer blocks, hangers, bracing, blocking, and beveled plates as W STRUCTURAL INSPECTION AND TESTING: reqpired to finish the framing. u A. All construction shall be inspected in conformance with the 2006 Edition REINFORCING PROTECTION: E. Alternate joist or truss system shall be tested. Results of load test on U component parts, full scale tests on joists and an analysis of test results shall 51 '4") E International Building Code. A. Concrete deposited against earth: 3 inches, be submitted to the architect for review. Z a 0a o B. All items noted as requiring special inspection per the 2006 Edition B. Concrete formed surfaces exposed to ground and weather: Z M Q �j i International Building Code in accordance with Section 1704, shall be #5 and smaller bar - 1-1/2 inches n 0 o w ,- performed by a qualified person who can demonstrate competence for the #6 and larger bar - 2 inches cnwLo ,C C particular type of construction being inspected. The special inspections 0 a3• � C. Concrete surfaces not exposed to weather or in contact with the ground: ,:.;::.`: � Q � rn shall be performed in addition to the inspections w Q c pe pections required by the #11 and smaller bar - 3/4 inches w rn Q. International Building Code, the plans and specifications, the Architect D. Slabs = 3/4 inches E :h o of record, and the building officials. I � � I TEM CONTINUOUS3 PERIODIC3 COMMENTS STRUCTURAL WOOD: 0 zow'M g CONCRETE A. All structural wood members shall be pressure treated Hem Fir No.2 1 s c.� eii EPDXY ANCHOR PLACEMENT _ X ch M or better grade as noted in National Design Specifications for �.. lc?. J EXPANSION ANCHOR PLACEMENT X Stress Grade Lumber and its fastenings, unless noted otherwise. Z Q w I. The items marked with an "X" shall be inspected in accordance with B. All studs to be pressure treated Hem Fir #2 or better as noted in National w ° a w 2006 I.B.C. Section 1704 by a certified special inspector from an Design Specifications for Stress Grade Lumber. established testing agency. For material sampling and testing G. The Contractor shall furnish and install all bolts, and plates as z Q ci requirements, refer to the material sampling and testing section, the D. required Washers shall be used under all bolt heads and nuts i to complete the job. O II r m S project specifications and the specific general notes sections. The testing . a uner aolt heas an nus bearng an agency shall send copies of all structural testing and inspection reports wood. < U z N o Q iZ cv ' 1--1--1 °- 6 I 0 E directly to the architect, engineer, contractor and building official. Any E. All wood members in contact with concrete or masonry shall be O ,n � materials which fail to meet the project specifications shall immediately be pressure treated. > a o brought to the attention of the architect. All discrepancies shall be brought F. All nailing not shown shall be as called for in I.S.C. table 2304.61.1 0 l~ 0 ,9 ,.n o ZZ° fastening schedule. O Z b ,� w to the immediate attention of the contractor for correction, then, if z „ Q .6>1 uncorrected, to the proper design authority and to the building official. The 2_ �.tzu, special inspector shall submit a final signed report stating whether the work PLYWOOD: U 0 w X W`p_ requiring special inspection was to the best of the inspector's knowledge, in z 6� 4 U u D o A. Wall Sheathing: O Q w W N a conformance with the approved plans and specifications and the applicable g� m workmanship provisions of the code. Special inspection testing reqpirements 15/32" treated plywood wall sheathing APA rated 24/0 Exposure 1. Lay `� Q o w J apply equally to all bidder designed components. g horizontal and block all edges. Attach with 8d common nails y �_0 m rn o E1 2. Special inspection is not required for work performed by an approved 6" O.C. edges * 12" O.C. field. Unless Noted Otherwise in Shearwall N o°w o W fabricator per 2006 I.B.C. Section 1704.2.2. Schedule. --� cv Q�� 3. Continuous special inspection means that the special inspector is on the 8. Roof Sheathing: N I .H0 site at all times observing he work re irin the special inspection o g qu' g p pection (2006 5/8" treated plywood roof sheathing APA rated 40/20 Exterior Glue Exposure 1. ° co �m o I.S.C. Section 1702.1). Periodic special inspection means that the special W/ 10d common nails @ 6" O.C. edges and 12" O.C. field. Lay perpendicular to a �' Q=0 inspector is on the site at time intervals necessary to confirm that all work supports and stagger joints. i W w Z re irin special inspection = L o 0 qu g pe pection is in compliance. l cVE-P-1 PICAT1Cja- 13? si ..-.-c_. tic -c..._ 1 ms-- .c...:-T-0(0--- --cr--- edAi i 1 � �b ° .4,)- Z R 0 1 z III 1- 2 0 z NOTE: ca — Z • ALL HARDWARE TO BE STAINLESS STEEL 1Y -I 11" ts -I • ALL FASTENERS TO BE POT DIPPED n ° v FD . ag: U § a. 4 0 z (R O Q V cn z a 0 --C-3 J D y CO o d SHEET D ________,. 0 M 0 T D DWG: ,.. 3, 1006—SO.1 §@%11@ 1230 2009 .. 2@bkgg e \`��`•' PROp1 ‘, I N£F,p %y 141-4" 541-6" fi3 2 7 / / 121-6" 101-1111 1 61-11" 241_211 GON .****teir 11 1' • I # B. SW'o' 9 XPIRES: JUNE 30, 20101 S5.1 (3) 2x6 1 v V v FULL LL WT. �`lil 0'lfW:l7Z4074EAMMMNNNMNAMMNMMMMMM=74WZArar4W-4i / I r (i5-2740— F.D - I I FULL 1.1 ', o ' a I VW _, a o V "Syr I//ZA07:491032 l/�//AP7-- I' 49256r117:491402997777/./+4orow/.//�1%/.f.P5 .7:09://�►l OYAVIfl�/11,IJSII/I I4Vt ! .._._...l/l ._._7!!/l. �Ill//.r./T,1P740.% 4/ 017A6 r40 '//I1./f!.�WAQ74!9+'•lJr2717. l/./fiF!/5A/W/1744991�9277.017 ":0 /927.0/L1JT/7401021./2� // I ) —�—�. —I I O. I @ iN51DE CORNER j I I __ I to k :;.:/;: I 1 I I . I 1 q —3 I 1 0 I I I , , d i 4 I - T.D. Q , v I 1 r T.D. _ © I' I i N I I 7 1 I / f W \ I - - - - } 4 -- :; ` 111 I � j q 7 I I L -1� 1 ____ o I 6 CONC. F.S. V___ PLATFORM I .�I ; N _ I SEE ARCH 14 1'_6 t1 1 o V I I , W o DRAWINGS Sc \\--, F.D. N F.D.D. F D u 1• � -`-'.'► � ♦ *�� * r S.'.�--*.�,...� � I TYP °,-..� ,�, Q i` ;x �� ,` ® TYP. �'� CY p I F.D. � - ZINC. SLAB PM U+' 4 II--- -v1 Wl BARS 16 OC ( P r V 1 0 EA. W A OVER 10 MIL I <i‹<<AE ., I N E _ _____�___-- J 6 , z I 4 I , I ; RETARDER • , R 6" CRUSH I _ —____ - i I p �'., , I 4 I ROC . F.F.E. 1.-"-0`I 1 I '� Ile -I SEE •DETAIL 1/55.1 I 1"'��'% SIM. ,� i ' ' AA . 6" CONC F.D. F.D. .�� v�AO T.D. PLATFORM >a 10 o .� � Ciii) CA TYP. I r - .� SEE ARCH ---I- v -2---,----1 '� `` I O> `9 I �� I DRAWINGS �+�- - I bq i _ LU -co I 10 _ `~ , _ Il I ` _' '` / z °° o E- --I, - I' \ 7 I I, II 0 C7-1' w El-) rn in c CD i I --I- ': 0}.0 .. ' rA i.€. .rr«,rr r z wr.�.r► .y►.r. d wr Acct rrm�c s� 4ff. wee: I%lll./Aet,- 11 . x'" r,&—zI//1fI7f/1f/./Jlr r# Acomzelyrr7_ma I-7 # fl1/.!%.�.rl./L.e'./J'JIh/./L1*— 9- fll...a /./J2W \ �.; o e N _ ■ ... a, I I 16 -` I-- I I u?2 @)-q %-,sy 0 z VA. M E Cel I— iii I I 1 0Mi� I - , 0 _j 10'-23/4" 221-10/4" 1011-3Y211 81__311 8'-1 211 Z o = co. / / / w � a_ w 7 681-1011 , Act a_ 0 a� 10 �, ° r NOTE: SAWCUTS AND CONSTRUCT IDIN JOINTS ,n `i` V, O ,.° S1-1OWN ARE SUGGESTED. CONTRACTOR 0 z 0 . t ' .Z MAY VARY FOR EASE OF CONSTRUCTION. U 0 , .. �t cn o>i FOUNDATION PLAN Z 4 - II_ E Sz(Z:7 0 61 _t wa m d °a1/4"=11_Or ; q J w waw N awi / to& A ij X0 1 2345 tli: t-- �lr� �OLDOWN SCPEDULE" ��4 S2 0° (NOT ALL I-IOLDOWN TYPES SWOWN MAY BE USED ON PROJECT) '�' }� ANCHOR EMBED. ANCHOR MINI MUM MINIMUM ANCHORAGE ALLOWABLE 1J o MARK HOEDOWN BOLT LENGTH SIZE STEMWALL MEMBER TO WOOD REMARKS LOAD (LESS) U V 1-IDU2 SST816 11" %"m 6" (2) 2x6' (é) Y4"x2Y2i7 3,075 7 1-IDU4 SSTB16 125% %"0 6" (2) 2x66 (10) Y4"x2) '17 4,420 .i- / Z V WDUS SST824 20%" %"4) 611 (2) 2x6' (14) Y4"x2J,2i7 5,175 <1. \4/ I-IDU8 SST828 24718" 718"4) 8" 4x6 (20) Y 'x2) '7 7,870 I Z 1 2 O— w 7 " 711 11 0 " 3117 q 30 � I � �WDQB 55T528 24/8 Y8 0 8 4x6 (20) Y4 x ,2 v %."0 THREADED ROD cap . W Z z 6 1-�IDU2 N/A N/A %II0 N/A (2) 2x6' (6) y4"x2"7 TI-IROUGt-I FLOOR TO 3,075 ' c 0 v o 1-IDU2 @ TOP OF LOWER WALL n O cV v ri_.-- '' 7 1.4Dq 55T828 2471" 74"4) 8" 4x6 (3) 1"4)x11.5. 10,100 1. P 0( :_. \8/ MSTC28 N/A N/A N/A N/A (2) 2x6' (12) 10d COMMON 1155 ° W <n ei :, MSTC40 N/A N/A N/A N/A (2) 2x6' (28) 10d COMMON 2,6c15 Z Imo— — C� � O .D V MSTC52 N/A N/A N/A N/A (2) 2x6' (44) lOd COMMON 4,235 (� IL V ° in DENOTES LOCATION OF 1-IOLDOWN AT BOTTOM OF WALL m NOTES: =-, C 1. IOLDOWNS BY SIMPSON STRONG-TIE COMPANY, INC. SEE 5. INSTALL I-ID MINIMUM OF 5" CLEAR FROM CORNER. SHEET : o SIMPSON CATALOG FOR PROPER INSTALLATION. 6. LAMINATE STUDS WITI-I 16d NAILS AT 12" O.C. 2. WARDMOUNT ALL 1-IOLDOWN ANCHORS PRIOR TO CONCRETE POUR. STAGGERED. CLINCI-I TIPS OF NAILS. C 3. EDGE NAIL S1-IEATI-1 ING TO ALL POSTS OR BOUNDARY 7. USE SIMPSON SDS Xi"(t) WOOD SCREWS. MEMBERS AT 1-IOLDOWNS. 8. ASSUMES A DF SILL OR SOLE PLATE. 6x6 BOUNDARY MEMBER 0 3 a .4. LOCATE 1-ID W'THIN 6" OF END OF SWEAR PANEL. REQUIRED WITH 1-4F SOLE PLATE. - D DWG: 0' 1006-51.1 Z @G!1ll .Z©HiG op PRort ,� $ IN£F,� " 10 �. le S8.1 _ . 6 -aril 6 •--' S8.1 O OREGON OOh 0 off B SO v v . S 41'." 0 V 1 r `!r.r;�.v�ir r;i w 0 -�r 0101,11." _ _ ____ _ -/ _�, ;y3,�rr �XPIRES: JUNE 30, 2010 o __ fl (3) 2x6 UL IT: ■ / 20'-6%" 201-6%" FULL H M _ u 9.1'49 �'� OG `r 1. 20'_5 �� Q 20 63/4 r 2 S8.1 10'-10Y2" 'a i -' ,r� _] 6x12 ' V FULL LENGTH i� 1 6�1 u u - ' �y1 © . r r r -r �► ..i,/�C/r�#r - r'7-r'/.►',r,�.fir. '"7. r..�,.r � �r /r�,arfr.r/r..�.r�rs i�r.I�'�.r' r Yy rte ��i J. 7 �i .►�► r�► r � 1 ii1 rlrfA s r�wif © .0 W xiOY GLB '� ,.� fz ..aril,. . -.4 ._. .r_- ,.,r,.t r�/.�d+��Ir/ .Mw' r..r.`r X> .r- rr ,/ iTa Il.�' IL:..�.F�.Il ABOVE OPENINGS I .. ..�:_ - ,----------1 I r- --- -- --- - - i -- -- - - -- - - AV p 7 0 /1 \ I , . / j- ----- \ / I / 1-6-1 i PI \ (1) -� j j ��-= ! S8.1 2x BLOCKING _, PSF S8.1 _ _ - - s [!G 57 MIN. 48" EA. SIDE 8 i 1111111111111 I� I �~ -- _I O ! , W OF CORNER, TYP. S8.1 4 6 32' { iN ; „26.2 12'_5.. i �f i .�"'� I PSF o :or Al, 4 I l 6.32' ' Z r.4 MOM,� _.;_ '� // 0C �� _____ _ _ __ _ _ __ _ __ .__ _ _ _ __ _r __ __ __ _ _ _ ___ ___ 0 IT) \ ,-7 1 / O 4 / - - 1 / - - r( 11 �' '� �, �► o o o o \ ; ,. '�--_ \ ice. ----" cn ask 0 3 }to �` ___ __ . �. -) `' 1 _-- _..._ __ _ __ ` i f 3 JOI TS 9 Cn �' _ I it-__- �� . _� 1__ __1----- � ,. , • 1, .- ,rc, I,;� ,4,F., :` _, ,` -.� I I� I 1 I I �'- -:1 -- --r f I �7 ``-`° - S8.1 �- -� --► :. / -► I- l- , 1 i/8 T...1�1 L65 -�-- `�� `'- _. tD ( irl _ f R� to CO �'. I! t ).3 L. _--@ 16" OC /4,,----- II Q A CI ,,. A Q 1 / 1 •• ; _1 11 -0 .„,,121-5" ili 4 !it V I/ �/ - I ` F. ) _ 51_ /1111 II SIMPSON C516 x 8'-0" (MIN) STRAP i _ �`, ' I I ,. a /`� 1►� ti S8.1 r \ . ,---------------1- I -, i . / \ W/ 11 10d NAILS EA. END ti - f � \ r `. � ► 12" OC BETWEEN ENDS / / ,, ; I �a , O . cs, .. r,„ . . (3) JOISTS - `�ti_ , \ f © ;II I 11%" TJ I L65 l ��.. 3 r� ` \' / Ill - ..... .,-,. -- --_....:1.46/11 .1,,,vihir:?-4 E____ _.] /iris. . _Is ----- in■eme a , i tNi L° ' �v II :/; 1- ..._._ ,r..- . .--___._-__. 1 1/I fir,----r,.I� Ir 4- - --, -;-7:47- - I-- r'r --4_7, I`r ! I./X' r -r..,I- ,v-'-r-,4 7:.RIF l 1-=�" l Jfr 1, y! �7 d#�// 12 -�Y "x .. '[rf ':, .. .�'• Jr�►�r� ,I .r� � �-� i..i• L r. /// r J1) �� L_G't " / 10 '�1 M O Nir LGL_ I i_ ._.G / '.1 r' L_. ._ L. ! i .d-G �' G.( _G__.. Y l :..0 ..f�.L..! LL. i F /_:__:- G_l.�_.� ` 1_ I I� (3) 2x12 (3) 2x12 oY2 - � M_ L 0 3 4 /a PLYWOOD ROOF SHEATHING r„W to .a_a) S8.1 APA RATED 40/20 EXTERIOR GLUE o tn.c S8.1 �rP. _ � o � � � EXPOSURE 1. W/ 10D COMMON NAILS ( 2 illeogiftkial Mil ] I @ "I OC EDGES AND 12" OC FIELD. il w w CO C- LAY PERPENDICULAR TO SUPPORTS w -1 c AND STAGGER JOINTS w 0) ©-9 '''. 7 ..g. } RTU - 1 * RTU - 2 = 111 I-115 M APPROX. SIZE: 8'-0"x4'-6" NOTE: z o = 2 w WEIGHT : 1525 LBS TYPICAL 1-IEADER TO BE (3) 2x6 P.T. U.O.N. w .-- n. W PLAN TYPICAL STUDS TO SE EF 1 EF 2 R.00F FRAM N�."'�' 2x6 P.T. @ 16"OG 0 Q IQ N O SIZE : 21 �� 1/4"!1,_0" Q U r@ K\ z �oZ 4) MOMMW-40 DENOTES BRICK VENEER PER ARCHITECT `t I 81"-R 0 � �-. N N � �ZO WEIGHT : 100 LBS tZ N - tk z J SEE ARCI-�I DRAWINGS REFER TO MECHANICAL DRAWINGS --_ �_ to DENOTES STEEL STUD WALL PER ARCI-IITECT >- j 'n - 0 z U @ ,s1 oQZ� ON A8 FOR ROOF SLOPES FOR ROOF TOP UNIT SIZE, W E I Cx 1TS U Z �i o u DRAINS AND SCUPPERS AND LOCATIONS. 0 DENOTES HOLDOWN PER SCHEDULE C� 0 o c X Bctv) z 64 - 1. EE SZ~ 0 w W°Q mOez DENOTES SI-IEARWALL PER SCHEDULE G m a, o Q W ;L W " Q N zcnn © wow \ /:NW <aw1 N 1 vT_o pip m z 1z SHEAR WALL. SCHEDULE OLDOWN SCHEDULE1,2,3,4,5 I(NOT ALL HOLDOWN TYPES SOWN MUSED ON PROJECT) 1 o I STRUCTURAL SILL PLATE SHEAR HO O N ANCI-40R EMBED. ANCHOR MINI MUM MINIMUM ANCHORAGE REMARKS ALLOWABLE f 1 >- WALL TREATED EDGE FIELD CONN. (A.3.) VALUE (plf) MARK LD W BOLT LENGTH SIZE STEMWALL MEMBER TO WOOD LOAD (L85)TYPE PANEL 51-IEATI LING NAILING NAILING MAS 5/8"4)x10 LONG 1-IF v 7/16" 055 or 0.131"c¢ x 2.5" 0.131"4) x 2.5" V HDU2 SST816 11" 5/8"0 6" (2) 2x66 (6) Y4"x2Y2'17 3,075 6 u a7 420 A „ NAILS NAILS 4'-0"OCq 236 2 2x6 (10) Y x 4,42 15/32 PLYWOOD @ 6" OC @ 12" OC _ 0 1-IDU4 SSTB16 12%" 5/8"O 6" (2) C ) 4 �2 , 7/1 OSB or 0.1314) x 2.5" 0.131'10 x 2.5" }- Z Q 15/32" PLYWOOD NAILS NAILS 31-3" 0C9 350 \3/ 1-IDUS SSTB24 205/8" 5411 O 6" (2) 2x66 (14) Y4"x2Y2i7 5,175 Z g .4: @ 4" OC @ 12" OC „ 0.131"� x 2.5" 0.131"4' x 2.5" \.4/ 1-IDU6 SST828 247/8" 7�"4) 8" 4x6 (20) Y4"x2Y2i7 7,670 --1 C 7/16 055 or NAILS NAILS 50TH S I DES i'-2" OC" 700 I $ Z 0.- 15/32 PLYWOOD 4" " OF WALL „ " „ u "7 � 7 7 230 @ 4 OC @ 12 OC Q I-IDQB SST828 24/5 /8 4) 8 4x6 (20) Y4 x3 q,2 I I I NOTES: W4) THREADED ROD I 1. BLOCK ALL EDGES OF SHEATHING. 7. C-D, C-C 51-IEATHING, PLYWOOD PANEL SIDING, AND OTHER GRADES COVERED „ 66 �� "7 THROUGH FLOOR TO Z 2 0 2. DO NOT BREAK SHEATHING SKIN BY OVER DRIVING NAILS. IN APA PLYWOOD DESIGN SPECIFICATION. " HDU2 N/A N/A 5/8 0 N/A (2) 2x (6) Y4 x2Y2 HDU2 @ TOP OF 3'075 J "' Z 3. PRE-DRILL AS REQUIRED TO AVOID SPLITTING SILLS, ETC. 8. SHEATHING FACE GRAIN CAN BE APPLIED PERPENDICULAR OR PARALLEL TO LOW1�R WALL 4 11 Q i °- 4. NAILS SHOULD 5E LOCATED 3/8" CLEAR OF PANEL EDGES. WALL STUDS, PROVIDED STUDS ARE SPACED A MAXIMUM OF 16" OC. \7/ HDq SSTB28 247/8" 7/8"4) 8" 4x6 (3) 1"(1)xM.8. 10,100 p V 5. VALUES OF OTHER STANDARD CONSTRUCTION FASTENERS q. 3"x3"x1/4" WASHER REQUIRED ON A.B. WITH 2x SILL PLATES. WILL REQUIRE SPACING ADJUSTMENTS AND MUST BE 10. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL MEMBER OR ® MSTC28 N/A N/A N/A N/A (2) 2x66 (12) 10d COMMON 1155 IL Di APPROVED BY THE ENGINEER-OF-RECORD. WIDER AND NAILS SHALL BE STAGGERED WHERE Sd NAILS ARE SPACED 2" OR - ° w '( U_ ID 6. USE HOT DIPPED GALVANIZED NAILS AT ALL APPLICATIONS. LESS OC, OR WHERE lOd NAILS HAVE PENETRATION INTO FRAMING OF MORE VI MSTC40 N/A N/A N/A N/A (2) 2x6 6 (28) 10d COMMON 2,6015 f 0 5 THAN 1 5/8" ARE SPACED 3" OR LESS OC. 6 Z -' v 11. MIN. 3" NOMINAL SILL PLATE. ® MSTC52 N/A N/A N/A N/A (2) 2x6 (44) 10d COMMON 4,235 0 �- O CD O v z Q om 0 DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL _I In n/ v - - l� NOTES: D 1. HOLDOWNS BY SIMPSON STRONG-TIE COMPANY, INC. SEE 5. INSTALL HD MINIMUM OF 5" CLEAR FROM CORNER. CO SIMPSON CATALOG FOR PROPER INSTALLATION. 6. LAMINATE STUDS WITH 4d NAILS AT 12" O.C. SHEET �j 2. HARDMOUNT ALL HOLDOWN ANCHORS PRIOR TO CONCRETE POUR. STAGGERED. CLINCH TIPS OF NAILS. 3. EDGE NAIL SHEATHING TO ALL POSTS OR BOUNDARY 7. USE SIMPSON SDS Y4"4) WOOD SCREWS. D MEMBERS AT HOLDOWNS. 8. ASSUMES A DF SILL OR SOLE PLATE. 6x6 BOUNDARY MEMBER E 0 4. LOCATE HD WITHIN 6" OF END OF SWEAR PANEL. REQUIRED WITH 14F SOLE PLATE. r_____- D DWG: 1006--S2.1 n §OMilg 51@G [g 1230 2009 g@Mg '§Oidig' .\\.0/ ! OffSr SHEARNALL 2x6 P.T. STUDS iNft /a . ,4,,, 1%.\\ if' PER PLAN @ 16" OC - .321 1 32D 1 32E) I 1 1 BRICK VENEER-\\ PER ARCH Nil 2x6 P.T. SILL PLATE ....0.- OREGON c**7 1 . , . A EDGE NAILING \k\--■ ',I WO A.B. PER -* 4ver i‘ 1. . • . .h •. Jr. .. .. - ' ... . IS, • .. 4../: . ,4-. . - ., . . •4 ,,, . • . , 0, PER SCHEDULE ''W j SHEAIRIAIALL SCHEDULE ' IP 0 0 4" CONC. SLAB - A - ' • • . 1.111101101110111111.1111111111111, - . "S" (2) #4 1-10RZ k ,ii, A if 8. SlitYk Q'. NI #3 BARS @ 16" OC OR 4 '- 'I 4 . , , D (48" OC MAX) XPIRES: JUNE 30, 20101 4 6. `6.6 ..r..■ 4" CONC. SLAB IA1/ 6x6x1Al2.Glx1Al2.c1 W.W.F. • N \ •• -'"' ' .-- (1) #4 DOWEL • (1) #4 DOWEL m Sco FINISI-4 1/4 o *I I (U.O.N.) @ CORNER , . . - ALTERNATE DIRECTION @ CORNER - - . ti) VAPOR BARRIER OF BEND I -11-H-H-11-11-11-11-in PROVIDE SAIAICUT JOINTS 4 - 4■•.• ' •. - • 4 'Ir .' • • • PER A1/4RCI-1 z \ 14 • 4- , . •• @ 400± SQ. F.T. MAXIMUM : 4 ' • • COORDINATE WI FLOOR FINISHES - 4 7 Z . -•. _ 21111REIMMIL. . . ' • • - • • . • 4 . . MAKE SAWCUT 1 3/4" DEEP ........4.____ E f . ., to . 14 • H -- ••4 -''' • . 4''4 •. .A • 4 t;PP AP OP li I"PAP 110:1 I 1 114'•I I• tilr OP MP 40:1 I I P'Or MI 1.1111.OP'IP aril 1 IOW 0'IN 1 1.111.1.1, WITHIN 6 I-IOURS OF POUR ONE LAYER OF REINFORCING t 0 =(••,4 . _ 4. 0441PiPIPMPOPAIMVAL ,10141140;0111t0IPMPPROOVAPAki 4" CONC. SLAB FILL WI EXPANDING JNT COMPOUND & 1 ' .. 14 Alpoli 10:1110 INN.401111■111r00,10•■11111.11■go!0•■1111•011,'0010 4001411 , WALL THICKNESS OF GI" OR LESS (o.: .:, • 11111112=IIII 1111,11 II 11111 PER PLAN -6 1 A A„....t, • ... 3" CLR. TIP. _ IL 6" CLEAN FREE DRAINING, ....../8■44.1.4■Mt+ ‘4■11...0.2r1Lito.r.11 LAP WWF @ SAWCUT _.17-- LOCATIONS NOTE: CORNER EARS TO MATCH THE SIZE OF HORIZONTAL REINFORCEMENT 14, . . -4 • <7- ALL SIDES r.M11111111 APPROVED WELL GRADED CRUSI-IED • - (D) = DIAMETER OF BAR 2" RIGID INSUL. NAT!01,21 taw!tar.att•oom mow....w. (2) #4 CONT. V) SEARING STRATA ROCK PER GEOTECI-I Witif.._., A_ (0,0-1.Atf,„_„_. Antifir*-•,__, ,_,,tritfreq 511 gi 7,2 OR COMPACTED ■ -4 I.F.N..11ff-!..,f'41 .,--14 #4 VERT's @ 48" OC STRUCTURAL FILL Mill 111111..... ALT. 1400K IN FTG. 1 I_6,if APPROVED 0 PER GEOTECH ....n. BEARING STRATA (75 PER GEOTECH > TYPICAL CONCRETE TYPICAL Ld TYPICAL SLAB CONSTRUCTION TYPICAL SANCUT JOINT CORNER REAR DETAILS 55.1 EXTERIOR PERIMETER FOOTING 4 0 Z 3/4"=P-0" 3/411=11-0" N.T.S. 31411=11-0" < Cl) i...d SI4EARIAIALL PER PLAN SWEARIAIALL WALL SHEATHING D 2x6 P.T. STUD 2x6 P.T. STUDS PER PLAN 2x6 P.T. STUDS SEE DTL 4/55.1 PER PLAN (f) 43 STUDS WALL BEYOND EDGE NAILING @ 16" OC @ 16" OC FOR ADD INFO BRICK VENEER 5509162- 0 — PER SCI-IEDULE 1-1OLDOWN PER ARCI-4 SEE DTL 4/55.1 2x6 P.T. 2x6 P.T. SEE DTL 4/55.1 FOR ADD INFO BRICK VENEER &N I SILL PLATE PER PLAN -.\-1,1 BRICK VENEER kx.„.N11, SILL PLATE FOR ADD INFO 1 N ' 5509162-43 BOTTOM TRACK PER ARCI-I I %HO A.B. PER PER ARCH ''s., 11 ,N. I LAI/ POWDER DRIVEN 1.1...1 /-CONC. SHEARNALL SCHEDULE ■.N. 4 (... 0, mAx) t, EDGE NAILING CONC. SLAB 1 A ANCHORS @ 32" OC 1-- CONC. SLAB CONC. SLAB PER PLAN < W/ (2) #8 SCREWS 0 PER PLAN BY OTHERS v ■ PER SCHEDULE 'Z'''t- 1, •.‘.. `:'l CONC. SLAB ..N A _i/7 r4i. CONC. SLA5 .......„ .._,._,,[411 CONC SLAB kw ,im EA STUD 7411 r— .. 1. 12 (U.O.N.) To y81.12. . , , (U.O.N.) lo FINISH 1 *\1= (1).0 eN.) 70 .. m. :.. 4 7 . . . . (Li.c0.NN.C.). 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TYP. 0') ALL SIDES 14 " - . • • <- ALL SIDES . -4 • 4' ALL SIDES •• U.' . • -.. . , ALL SIDES Z 2 et\91 E 2" RIGID INSUL. MIIIIII_ N. \ \ - IIILMIMPI \ N. rair.Aimin Pr, 0) 0 0 14 NO „„ (2) . CONT. 2" RIGID INSUL. '4 50 5) 11 7y2o / (2) #4 CONT. 2'' RIGID INSUL. N11111111111110 II (2)-#4 x CONT. * (2)-#4 VERT DOIAIELS @ 12" OC @ EACH I-IOLDOWN 2 RIGID INSUL. ,91 111 v211 7y2Il (2) #4 CONT. ' , z (v) .. • (/) o ,-;;.- 0 ,- ..0 0 tA w 1.0 X .se"• 0).C #4 VERT's @ 48" OC #4 VE1RT's @ 48" OC ' ' #4 VERT's @ 48" OC #4 VERT's @ 46 OC I ALT. I-100K IN FTG. 11-6" APPROVED APPROVED APPROVED 11-6,11 APPROVED 1:4 0 ;,.e c cz ALT. 1-400K IN FTG. 11-611 ALT. 1400K IN FTG. ALT. I-400K IN FTG. f • BEARING STRATA r r BEARING STRATA BEARING STRATA BEARING STRATA 44 PER GEOTECH PER GEOTECI-4 PER GEOTEC14 PER GEOTECI-4 EXTERIOR TYPICAL STEEL STUD ' I PERIMETER FOOTING @ OPENING €110 EXTERIOR PERIMETER FOOTING 40 PERIMETER FOOTING @ t-IOLDOIAIN 01) EXTERIOR PERIMETER FOOTING CID co V. el - ,-: 4, .= 0) ce)CY) t,...(13 .*.; 1"" 3/411=11-0" 3/49=11-0" 3/411=11-011 3/411=11-0" 55.1 III 5/B114) A.B. PER 'II 511 I SI4EARIAIALL SCHEDULE (48" OC MAX) . --2x6 P.T. STUDS BRICK VENEER W '; @ 16" OC PER ARCH , Z it Q 0 bx ■.. 1 0 0 i-tii_ ,,, ci c---ri---: Z-1--i- i: 7 T 2x6 P.T. SILL PLATE --4-- ---- FLASHING PER ARCI4 .'s 16, 2x4 P.T. @ 2x6 P.T. @ 550S162-43 STUDS \ =L.; :-.:.....,-.. OC STUD • 16" OC STUD\ @ 16" OC 0 III " it) 1.-L-I 'f56 a_ CA >2 (■' (q > h 9 'Co Ills„ • 1*4 . .(1 z4" CONC SLAB ,40-4,-* : . ID,\ ,{ WALL WALL 5505162-43 f:,, )_. L- in 0 h,%■.. l • 4. I ()- BOTTOM TRACK ce) Z 4 •..), \ • . , • 4 • •• • 2x4 P.T. SILL PLATE 2x6 P.T. 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BEARING STRATA BEARING STRATA BEARING STRATA 1\,,,..44,i; OR COMPACTED OR COMPACTED OR COMPACTED >- 'II sa 5) 11 -.7) ii o_ r - r , STRUCTURAL FILL STRUCTURAL FILL STRUCTURAL FILL 0 2'-O" PER GEOTECI-I PER GEOTECI-1 PER GEOTECI-1 0 FOUNDATION @ DRIVE -11-4RU GI 2x4 INTERIOR STUD IAIALL Cii)) 2x6 INTERIOR STUD IAIALL ii INTERIOR STEEL STUD NALL 12 3/4'1=11-0" 55.1 3/4'1=11-0" 55.1 3/411=11-0" 55.1 3/4"=11-o" 55.1 7 SEE DTL 4/S5.1 FOR ADD INFO I / Z 511 5)/2" " FREEZER BOX . I I I / I i FREEZER BOX > I ) v 11.1 -,-, 1 1V T x ) (81 .4,0 - 0 1 4" RIGID INSULATION 1"-- 0_ P iu 5.-- TYPICAL, PER ARCI-I 4" RIGID INSULATION , NO' k AK TYPICAL, PER ARCH 0 \S FA,. CONC. SLAB 4" CONC. SLAB-A 'n cb 12 ---N U.O.N.( ) U.O.N.( ) r4" CONC. SLAB 7 >- w — r- . 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ROOF FRAIMING 1 ROOF FRAMING 2 DEADER CONK 3 1OULE OPENING S1NLE OPENING Z 3/4"=i'-0" 58.1 3/4"=1'-0" 58.1 3/411=11-0" 58.1 3/411=11-0" 58.1 5/4"=11-o" 58.1 O W 0 E.N. E.N. 22'-0" 01 E.N. z 51-IEATI-WING ►--..1 j►--.1 A.F.F. ►-. ROOF 51-1EATI-LING w PER PLAN I SHEATHING E.N. I E.N. E.N. I 51-IEATI-LING v) SIMPSON 1-I8 PER PLAN ! SIMPSON 1-I8 SIMPSON 1-48 @ PER PLAN PER PLAN @ EA JOIST I E.N. E.N. ;j j @ EA JOIST EA BLOCK I E.N. E.N. (r) j I ROOF SHEATH I NG I I ii ROOF SHEATHING - E.N. 1 PER PLAN 'I 1 I�, - -- ___ ---_:_-.-._.-.-.-- __._._._._._._._._._.-_._.-._. =�'i 20'-63/4" �� !__ __PER PLAN,J._.=._._._. —._._._._._._._._. --- _._ ►�' �t - - iY._— --yam I A.F.=. �' __ —,_' _�``� —T,► JOISTS Ho........ j E.N. E.N. PER PLAN 2X6 STUDS @ 12" OC 2x6 @ 24" OC 2x6 @ 24" OC 1 p W/ SIMPSON LU26 Ij <I- @ EAG- END i 0 i 014 �m�� ►-� W/ STUD FOR STRAPPING 1 2x6 CONT. LEDGER W/ jj I Pi(2) 16d @ EAC1-4 STUD I SI-4EAT1-41NG 'j i` = Di O 4<<ii<C44 PER PLAN 2x6 CONT. LEDGER W/ 11 p 51-IEATI-I1NG V SIMPSON DTC TRUSS ,,,,, y SIMPSON 148 BLK G. @ TOP 4 BOT. j PER PLAN CLIP @ 4'-0" OC oi GO @ EA JOIST OF CONT. LEDGER I (2) 16d @ EAG1.4 STUD SHEATHING ij II A u' v E.N. l PER PLAN !i l 2x NON- 3RNG. WALL = ' .VII ROOF SHEATHING " I li 1: PER PLAN 2x4 @ 24 OC � 1-4 li I� �"i W W/ SIMPSON 4 1 --------_._. . ._.- _L A 1-4 N• VARIES I= II ,il= ►"r F!; REF. FRAMING PLAN li II U ; �I li 11 Z a E .z is Ii OR ,. o, U it 2x4 CONT. WITH (2) a jI !i E.N. : 0) U u.._ SIMPSON 5D544x342 11 I ,?-mac, ^co a� L @ EAGI-4 STUD I! E.N. iii 1!I .0 o c a cu cu JOIST II 2x6 P.T. STUDS II II iI 51-IEAT1aiNG �.-'� c WEB STIFFENER „ jI 1i Ij PER PLAN 0 CD AS REQ D 1y4 TJI RIM BOARD LEDGER i HEADER ASSEMBLY 1i 1' li ii ROOF SHEATHING JOIS S ,- Q. a PER PLAN � � 2X6 P.T. STUDS ►--•�r W/ 16d NAILS @ 6' OC TO �� 1� ---- !! 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INIALLS q o z�z 3/4"-1'-0" 58.1 3/4"=1'-0" 58.1 3/4"=1'-0" C-3.`\ 8.1 1 3/4'1=11-0" 58.1 O Q ( m o Q ,� (,n Zi z < °a,1i ° 8z> wow fillala ("NI 2 1 cn Io o � rz zo I.' i — Lull ril ) 11- Lc:1M -4,.._.,_„,, ca>- (...) 4,)- 7 SHEATHING I A PER SCHEDULE III I 0 0 (8) 2x6 (3) 2x6 _ 0 .S4 _1 € 'i €iM ('� N 0 "<t" 7A4WEADER !AAP I ! 1 t, � Q I IIII F. 0 W x < 0 I: " PER PLAN 9:- 0 j\-2, UMW MI 0 0 C a / IP (f) z in S I MPSON CS16 COIL STRAP m x 131-6" LONG W (11)( / 11 10d �' COMMON NAILS EA. END SHEET c 12" OC B/W ENDS 3 2x CONT. BLKG. a" O FULL W I DTI-I , OF WALL .-v o I EADER STRAP @ DRIVE T ROUG 10 DWG: 3/411=11-0" 58.1 1 o goRIllg good 12 30 2009 �L-JU\°lUl.9 - _— . . 1 PRO. ' 4\41117.4t i, Aviv rf, 0:2 n� - 2Q1:0 cam C' © EXPIRES 12-31-10 CI) I ,i 0 1 f (7)1 %' Li NOTES E5Y SYMBOL: > 0 U.G.DETECTOR LOOP, SPEAKER PEDESTAL, AND MENU c ' /47 / /i / BOARD. REFER TO ELO, SD 2.01 AND 50-221 FOR WIRING / Z (E) TELE UTILITY DETAILS. j ^ ` Q PEDESTAL 2 WATER PROOF J-BOX AT MONUMENT SIGN. SEE ELO FOR w I /,," , - 1`' - -\\/\ 1/\/:/-\/\/-\---//..„.,-7----7-\ WIRING DETAILS. _ ;, \/ / / •►�•► •► ♦ ♦ .►�'7 .�►:4►- ..► .� .► ..►�'�i. .► .�► ALIPi►, �;�_ \ / / — - - % /\ /7 7\ j\_. _-- 3 POLE MOUNTED SITE LIGHTING. SEE ELO FOR U RRING O/ / \/ / />\/>\/v\ /\ /\/\ /\\ /\\\/ \ u u u X u ■ y >l >l y y y Y �\/ y / \/ y \/ y \'/ /��. - DETAILS. SEE SD-3.23 FOR BASE DETAIL. I fJ; ,, , / >` \\/i� ` =j %\ \i / / /\ /\ /\ x x x_ x x \- \ \ \ \ \, / ® PROVIDE ELECTRICAL FOR CANOPY DRIVE-IN AREA. SEE ' f� °' / y / / \\\/ \/ \ /\ /\/\/\ /N .............. / '\> _ _ - •' v ■ •► 'x >l \>l y = y \j �� '\'''s/>/> E1.0 FOR DETAILS.._:_, :., Li y /,, /\ \/ > > v \( >l \( v > /r/\/\ 7\ 2\ n x 2, x ,\ 7 x n 2\ n 2\ /\ A 2\ A A 2\ 2\ /., /•. x ,2\\/>> F- = /\ \ \ �2/\/\ x if/ x / / /\ \ \ \ \ •/ \/ \, / \/ \i \/ \/ / / �/ \�` /\/ / j 5 UJATER PRODF J-k30X AT ENTRY/EXI? SIGN. 5EE E1.0 FOR Q \/ /\\ \ \A/\ / \ /j :., j /� '� /\ /\ /\ /\ /\ >l >l �% �� >� >� u u x \' �� X X X \� \ �' U1f RING DETAILS. C�° ,/ '>_:. \ \/> ' f % % ,\/; /\x 7\ 2 2/ \/ / °�! ! \ \ - -- \ / /\/\/\/ / \ \/ / \/ \/ \/ / 6 MAIN SIGN AND READER BOARD. VERIFY LOCATION OF ,' \ \ /\ /\ /\ /\ f l G/ / / \j \/ \/ \/ \/ \/ \/ \/ / �.. \/ / \/ \ / �` \ O CTS I TO ROUGH-1N. SEE E1.0 AND 3/E5.O o �' I �1 ! \\ � \ >� �l >l �l >l >l >l / •�'� D15CC�NNE PRIOR R >l x a ,<aaa< / 1/,/(i \ . 1 \ \ /\ \ \ \ \I\' \/ x x x ,' x x n x x A A /� FOR WIRING DETAILS. --..-:-.L.-::.,/ P ,/�' / > / x > 11 i > \ / / / / /\/ \ ' \ / /\/. \ / ° / \ \ \ /�% \ — � \ \ \ \ I \/ / \/ \' \/\/ \/ \/ \/ \/ \/ \ / \ \ //k6,,,,,g, / lc\ . m F4 / ./ / >l u u x X ' CI UNDERGROUND SECONDARY PER UTILITY REQUIREMENTS. l f\\ ',, 1 / ; i / / \ ; i \ \/\/\/\/\/\/\/\ /\/\/\/\ ,\ ,` n / n ,� n n / i� \ MIN. 36 BURY, 36 RADIUS BENDS. SEE E5.0 FOR W Er n I / �/ / / / / / / , \ \ �\ \ �` ADDITIONAL INFORMATION. W>- ° ° ° (J(\ \/ �!!,J�i!f / /\:<\/:<17\/\/\\/›./ . / / / �1 �! >l �! �l �l �l >l �l >l >l / a \ \ \ //\;/./ % / �J u �l X ® PATID MENU. REFER 70 E1.0 AND 5D-5.01 FOR ADDITIONAL '- z aC ,f° ,i//iii \i ► / \/ \! / i i i \ \ \/\ '� '' n x \ A A x x �\ / �\ n ,\ n /\ n \ INFORMATION, _ W ` `� \ \/ `\ \/\/ \/ \/ / \/ \/ \/ \/ / \/ \/ \/ \;' \/ \/ \/ \/ \/ \ \ /\ o z/ x� X /, /, /, / /, /, /, / /if �� - - _- _ _ _ - - - - - / /, �. /, /, / X x __________„___,`,� Q POUTER UTILITY CT AND METER. VERIFY EXACT LOCATION U, z z % �- X X X WITH O DIAGRAM ON E5.0. .° � I - -\ -\- \ _ - - O PROVIDE CU 2" SCH.40 PVC CONDUIT FROM TELEPHONE = Z= ° $çi:1 �- \ \\©© ° �, Q - ROYALTY PARK�UAY. CCORDINATE CONTINUATfON TO woo,C, ,COMCAST UTILITY CONDUIT UJITN UTILITY. M(N. 36" BURY, Q N °° Q • I 36" RADIUS DS. PROVIDE WIN PULLSTRING. °°co CV Cr RAD BEN , _ z m c� , st, a E ovOc°o©o -se < wLOLO cc E - - - - - - 11 PROVIDE (1)4" SCH. 40 PVC CONDUIT FROM TELEPHONE Q o �•; ••• „,'Ic 47 j 1 I /_oP- ,.�- , . . DEMARCATION LOCATION TO EXISTING VIZON PEDESTAL/„"._..�.r■r�..�..�c.= o h Q COOINATE U11TH IZON. MIN.- ` ..� I• 3 " , 3 " RADIUS BENS. PROVIE WITH PULL (f) / / . I F V 7 0 nrillF STRING. m E€:EJ =( \=,' ': :4 Ill �� ' V „1 r! ';CSC,•.:; ` f it ° arimar I I <l _ " 4, / /��/�� CI ,MII■/ll//I!/ y z O O g' QC O J• ..• J _.� I ME Millumile■. - - - - - - _ ;�«� UT I TY CONTACT Q ,� z•RW Riff\ JIIII h1 i= .:,.r�l■I/1 1■ L��II�IIIIIIIIIIIIiI■e_ S — °1 , °• .-' / 1 / ::..-m. O O ,�;. 1. POUTEUTILITY: PGE > ) i::EI;4I7 a / °� \ \ 's 2. TELEPHONE UTILITY: COMCAST U z `d u-)47 ' 000111110111. 110 ■'' \ / \ \ ; H03-512 22 .moo 0 ),_ 2 8 g LL, Li,-“-n< ire ; soilfrePg .-- i, 4. .0 \ 101111.4 / til 0 \ . 4 \ el O t- _-.- ' O�? I 7.,00.00.........;•••.„001;0000..... ...._iiiii.1400, -..- 00..______ jo_________>. (_____-----__ _ .,..__ _-------- .______ ____ // 0 :-..--*- ....----- L11i,:r.-L-t---_......--w_________z_:_E:______----.:-----_r::>„,:,._ ___ _,,_ \ \ r000sr g 00 -§'6 \ 0 Ill; K °N — L,,c' i __ _, \ :t - - — — — \ a,N I ==o g\Q -4J4 >-- ,/ _ I Cl- O P is `t' �. U I \\k V III (E)TELE UTILITY i . \ (E)TELE UTILITY PEDESTAL ` FIBER VAULT 1EE �EE ONLY / Z I NOT APPRC3�'ED NTH THIS PERMIT (E)POUTER UTILITY I ii TRANSFORMER . gk y O > III / i i'. o II r--) . P o N o ` ii/f..- Z. N c. 1 ELECTRICAL SITE PLAN �i 0 II 1- E4. 1 SCALE: "=20'—O" / 0 0 10 20' 40 O �. al Il ll idlii111111.9■Mai (f) v II 11 l! Z r O . D 0,o z � S- E E T (I .); _ 7 .4rn E 0 • 1 E-•S' Oo n- x DWG: •;a s '+F.4 1 NOTES Y SYOL 'E.t;sr . :.1 O1 LOW VOLTAGE TRANSFORMER FOR LED STALL STARS. TRANSFORMER TO 5E ROOF MOUNTED IN WP POLE MOUNTED SITE LIGHTING. REFER TO E0.1 FOR LOCATIONS. EXTEND 1" CONDUIT W/(2)#8 CU TI-101 4""'!'i ' r REQUIREMENT WITH D INSTALLER. (1)#10 CU GROUND FROM EACH POLE LOCATION TO PANEL "A". MAX.OF 3 HEADS PER CIRCUIT. ! . ENCLOSURE. ELECTRICAL CONTRACTOR SHALL COORDINATE REQU REEEN LE o INSTALL A MAXIMUM OF (8)STALL STARS PER TRANSFORMER. SEE DRAWING SHEET SP6 FOR `b ' TRANSFORMER SPECIFICATION. 21 U.G.DETECTOR LOOP,SPEAKER PEDESTAL,4 MENU BOARD. REF.SD-2.01,SD-221,4 SITE PLAN. �' 2O,1�� N N N 2 LOW VOLTAGE LED "STALL STAR" FEATURE. M. L0 © I O 22 2" PVC CONDUIT TO DRIVE-THRU MENU.(W/PULL STRING) 120V CKT. 611 PROVIDE (2)3/4"C TO PANEL "A" FOR FUTURE SIGN. 23 CONDUIT FILL SHALL 5E IN ACCORDANCE WITH NEC ARTICAL 300.11 .WHERE MORE THAN 3 CURRENT EXPIRES 12- 1-10 4 PROVIDE JUNCTION BOXES W/WP COVER ABOVE CANOPY,MID.TO ROOF FOR CONNECTION / CAWING CONDUCTORS ARE INSTALLED IN A RACEWAY ,CONDUCTOR CAPACITY MUST BE DEBATED • • •• PER NEC TABLE 310-15(BX2Xa)ANY 3 CURRENT GARBING CONDUCTORS THAT ARE CIRCUITED C G EXTENTION OF CONDUIT 4 WIRING FROM CANOPY LIGHTS,MENU LIGHTS,4 LED LIGHTING CONSECUTIVELY IN THE PANEL. ACROSS PHASES "A" , "S" AND "C" JIM' BE SERVED BY A SON TRANSFORMERS. EXTEND CONDUIT FROM JUNCTION 50X TO ADJ.SUPPORT COLUMN DOWN COLUMN. NEUTRAL . 60 MIN.SPRING --T • N • N*--I EXTEND CONDUIT CONDUCTORS t0 PANEL "A.. WOUND SWITCH 543 • � k---• RADIANT HEATER 551 •--I I-- • RADIANT HEATER � �� 24 2" PVC CONDUIT (OR MIL CONDUIT IF OVERHEAD)FOR "PAYS" CREDIT CARD SYSTEM. PROVIDE 0 3 PVC CONDUIT FOR MENU SPEAKER WIRE ONLY.WIRE 8Y OTHERS.(W/PULL STRING) PULL STRING. (OPTIONAL VERIFY IF REQUIRED BY P05 VENDOR) 845 •----I I----• RADIANT HEATER 853 •---I I---• RADIANT HEATER 25 PROVIDE SURFACE MOUNTED WP DUPLEX AT 12" A.F.F. O 1" CONDUIT FOR MUSIC SPEAKER WIRE ONLY. EXTEND CONDUIT UP STRUCTURAL COLUMN TO ABOVE CANOPY DECK PROVIDE PULL STRING. WIRE BY OT ERS. 26 TYPE "0" ROOF MOUNTED FLOOD LIGHTS FOR TOWER ILLUMINATION. MOUNT ON STEM OF JUNCTION 0 MOUNT TYPE "G" FIXTURES TO CANOPY DECK,ALIGN WITH ' OF CANOPY COLUMNS. BOX AT TOP OF CANOPY PURLIN. • • O8 1" CONDUIT LOOPED OVERHEAD FOR CANOPY LIGHTING. 0 TYPE "P" ROOF MOUNTED FLOOD LIGI-415 TO ILLUMINATE UNDERSIDE OF TOWER MOUNT OFF JUNCTION BOX AT SACK CROSS MEMBER OF PATIO CANOPY PANEL Fes. C 0 ci 1-1/2" CONDUIT LOOPED OVERHEAD FOR MENU SPEAKER WIRING. 28 PROVIDE LED LIGHT OUTLINE AT FRONT EDGE OF ARCHED CANOPY-COLOR "GREEN". PROVIDE LOCATION ABOVE SIDE CANOPY AT ONE SIDE IN WATER TIGHT 50X W/ELEC. (!) • N • N � L FOR TRANSFORMER ABO 841 •--1 I----• RADIANT HEATER 555 •--I I—• RADIANT HEATER 10 1" CONDUIT LOOPED OVERHEAD FOR MENU LIGHTING. 29 TYPE "R" METAL HALIDE FLOOD LIGHTS INVERTED TO SHINE UPWARDS,MOUNTED TO 't'-BRACKET z o 11 NIGHT LIGHT THRU PHOTO CELL (CKT.A20). SEE DETAIL 2/E2.D. SUPPLIED BY LIGHTING VENDOR LIGHTS TO HAVE ADJUSTABLE ARM TO ALLOW FOR ANGLE � 549 •--I I—• RADIANT HEATER 551 •--I I--• RADIANT HEATER ADJUSTMENT. (2)FIXTURES TO EA.BRACKET. CANOPY VENDOR TO SUPPLY CROSS MEMBER O12 CONDUIT U.G.TO JUNCTION BOX FOR LOW-VOLTAGE WIRE. - REF 2/E4.0 BETWEEN TWO CENTRAL PURLINS W/3/4" ELEC.COUPLING AT CENTERLINE OF CANOPY BAY. w TRANSFORIER AND WHIP FOR TOWER LED -COLOR "BLUE"- SUPPLIED WITH TOWER. E.C.TO PROVIDE 1 C;) PH CONDUIT,CELL ON ROOF FOR LIGHTING CONTROL. ,WIRING,AND ELEC.CONNECTION. n CONTACTOR SHALL EE EQUAL TO SQUARE-D#8910-DP SERIES MOUNTED IN A NEMA-1 CABINET �� 31 PROVIDE SUSPENDED OUTDOOR AREA I.R.RADIANT HEATING UNIT. 4000W,ELECTRICAL QUARTZ z ABOVE NE ACCESSIBLE CEILING. ENCLoSURE SHALL BE EQUAL To WOffMAN A-HE(SIZED AS 14 CONDUIT USG.UP TO 6 x 6 JUNCTION BOX WITH A 1 CONDUIT STUBBED ABOVE CEILING FOR MUSIC HEATING ELEMENT,CORROSIVE RESISTANT PARABOLIC REFLECTOR,STAINLESS STEEL HOUSING,AND <C REQUIRED)WITH HINGED COVER AND CYLINDER KEY LOCK SET(KEYED TO MATCH LIGHTING WIRING. WIRE GUARD. SUSPEND APPROXIMATELY 4' BELOW CANOPY USING 1/2" GALVANIZED RIGID CONDUIT CONTROL ENCLOSURE). 60 MIN.SPRING WOUND TIME SWITCH SHALL BE EQUAL TO TORK A560 SERIES. 15 WATER PROOF J-BOX AT ENTRY /EXIT SIGN. SEE SITE PLAN. PAINTED TO MATCH CANOPY FINISH. ROUTE CIRCUITS VIA CONTROL CONTACTOR. W INFRATECH W-402455. ID CI PROVIDE 120V, IF/20 AMP NEMA 3R NON FUSED DISCONNECT AT BASE OF MAIN SIGN. CONTRACTOR 10 PROVIDE WEATHER-PROOF,GFI DUPLEX RECEPTACLE AT GARBAGE ENCLOSURE. CONNECT 2OA, MUST VERIFY LOCATION ON SITE PLAN. EXTEND 1" CONDUIT WI(2)#10 CU THWN AND (1)#10 CU 12OV CIRCUIT INDICATED. cl7 GROUND FROM SIGN LOCATION TO PANEL "A". 33 WATERPROOF J-80X AT MONUMENT SIGN. 0 PROVIDE 2P/30A NEMA 3R NON-FUSED DISCONNECT AT BASE OF MAIN SIGN. CONTRACTOR MUST 2 RADIANT HEAT C 0 N T R 0 L DETAIL VERIFY LOCATION ON SITE PLAN. EXTEND 1"C.WITH 4 #10 CU.THHN FROM DISCONNECT TO PANEL "A" 34 PROVIDE (3)3/4"C.TO SERVE POWER,MENU SPEAKER AND PAYS SYSTEM WIRING AT REMOTE MENU SCALE: N.T.S. SEE DETAIL 3/E5.O FOR ADDITIONAL REQUIREMENTS. STATION. W E 18 1" PVC CONDUIT TO PATIO MENUS 35 PROVIDE (2) 1"C.TO SERVE MENU SPEAKER AND PAYS SYSTEM WIRING AND (I)3/4"C.TO SERVE Q POWER WIRING AT REMOTE MENU STATIONS. 19 PROVIDE WP JUNCTION 50X ON ROOF AT BASE OF TOILER FOR TOWER SIGN(S). E.C.TO PROVIDE CONDUIT,WIRING,AND ELECTRICAL CONNECTION. PROVIDE 12OV,1P/2O AMP SWITCH IN ACCESSIBLE , LOCATION FOR SIGN DISCONNECT MEANS. O <<<<<<< Ili C/3 IX Lij z WI- 0 TYP. 4 TYP. TYP. p - w E -- T v i 0 z 4 . l 1 j t: T r11111,r41111r T T n � ot /� t \ v / v .� v � 0 v �y NlgllhkllilliAIIII /// IIIIIIIIIIblkLNIIIIIIItt:'vvY I , - -1 _ - --- .- .-a o g HW v ©w til Z-z v, in.� Z © Q 111 V, w o� - t - - 1 _ - - __ w- L / '' °C° °%' oNcc E Q Cy Q v® ©TYP. \ / / / // � ° .G 4, / / / // Al A25 All A35 F � �= z�oo / / ¢ a: Cr oi \ / // / // 23 a 23 o"ozc m \ \\ / / // // C3 Q - Q \ I / / // 4 m ° o m ED 7 7 0 t,! / 0 / el / 0 / / / \ / / / / \ / / / // �' °- \ / // V T O 0 0 / / \ / / / // 0 i r 00 8 - - I / / �C g;1 _z w o Q / / / I / U Z N W �wv ,,G,, 11 11 \ / // // L_L_ "l ) ' > V 3 r-- /r'Cs// / 0 }— \-, 4 c_-_, .,---it' 1 A10 / / I z ...� � t} v °z� \ / cn 0 O o z Q \ I /1 / 7 _ 0 °e. s A8 C39,41 C35,3� \ //!/ // A4,�o -.*- �\ ,,�0 o _/ / \ ' \ i� O Z 30 7 7 0/ / `1' c 4 . A36 cv Q w�- 29 C%,38 \\ ////{ -' 6 C I ;moo 0 iii p I1rk --- . m 4 19 \ / \ / \ / \�// o� °FZ� — - / \ / { • Di-Aro - - - - - - - - - - - \ / /\ ' Wz / t\ .--\Tt _ _ ___ 19( \ - _... —_.--- ._--- - _ -" \ /' - ` - -- A23-.� - ® 0 ® -- -- -- _ _ _ � � R \ // i Q ` I - `' '` _ 23 23 23 23 \ / ® \ O I ` _ _ _ _ - m - - p /0.* 401 \6/ I -I- I I A2 A24 A9,20 A33 0 --- ,422 A26 C40,42 J \ / \ __-g..--A23 / - - l- -- - - - - - -i I I- - - - -� © I 4\ I \ Q I — i W.P. '� � / I l I z �i I \ ~ . � _ . ! — i — - C�F.I �� I 1l C . . V V V III V V r/ V G - - f �'•NA > 0 (0 el ,- --0.--A28 ` 1 J ' ' o -� --�A13,15 - - o - N m 8 O 4 Ill � ® a TYP. El TYP. 0 4 �I II / ERENCE ONLY a '�- �- u Il 0 REFERENCE co 6 NOT APPROVED WITH THIS PERMIT O E-- 0 w o U) LT, N A30 S EET 1..... ,.0 CANOPY/MENU WIRING PLAN Z E ' SCALE: N.T.S. \ C) oU 0 4' 8' 16 } 1 • 0 Oo ,,,, DWG: N ' ,t' ?ft _, '�' C% ? filik .":„. ti) tip t . �. N • • 2a 1 �� SYMIE3OLS PHOTO ELECTRIC CELL TO BE EQUAL t0 INTERMATIC ELECTRICALLY HELD RELAY WIYIDY COIL AND 20AMP L f G T I NG F`x T U E 5 E 1DU L E#K4141 W/I/2"MPT,SWIL MOT W/LiT LEL - DUTY NOALLY OPEN LITING CTTS.I )c SYMBOL DESCRIPTION 5YM5OL DESCRIPTION SHIELD 4 BUILT IN TIME DELAY,120V. N N I . [' � � I TYPE DESCRIPTION MOUNTING LAi"1P5 KEY SWITCH,PILOT 120Y • 120V . 1- Z n n �($ RECESSED t7 2-F32T8 EXPIRES 12-31-10 Q FLUORESCENT LIGHTING FIXTURE,RECESSED MOUNTED. $K $p KE OPERATED SWI ,P LOT LIGHT SWITCH,MID.48 UP. A 2X4 TROFFER WITH ACRYLIC LE ' COIL COIL METALUX #2GR8232A120 W/5232I120R1414 BALLAST OR Q. ® FLUORESCENT LIGHTING FIXTURE,SURFACE OR SUSPENDED. 2-$ NUMBER DENOTES SINGLE POLE SWITCHES GANG MOUNTED. � 0 ❑ O+ INCANDESCENT AND HID LIGHTING FIXTURES,CLG.4 WALL MTp. V TELEPHONE OUTLET MTD.24" UP. I Al •--i • I----• MENU LTS • N • (ALTERNATE: EiCzNTOLIER #XT2t�YA24O120S0 W/5232 1120R1-11-1 AS ♦•--I I—• BALLAST OR EQ.) a FLOOD LIGHTING UNIT. DATA OUTLET FOR P.O.S.SYSTEM.EMPTY 4x4 BOX WI 1-1/2" PVC I A2 ••-1 F-4 MENU LTS SPARE •--I I—• V® EXIT SIGN,DIRECTIONAL ARROWS INDICATED. CONDUIT TO ABOVE CEiLiNG,W(RING BY OTHERS.SUPPLY SS. I A4 •---1 I—♦ DTT 8D • I 1_...,, "5" 1 X 4 WRAPAROUND SURFACE 2-F32T8 METALUX #WS-232A-120V.-E881 COVER PLATE W/2" DiA.GROM(T HOLE > SII'ARE *---I I---* •� �• (ALTERNATE: LiTHONiA #55-232A-120-CGS) � STRIP FLUORESCENT LIGHTING UNIT,SURFACE OR SUSPENDED. � •� F� ® JUNCTION OR PULL BOX. is PE TIME SWITCH,PHOTO-ELECTRIC SWITCH. $I ARE •—I I—• 0 "51" NOT USED 6- SINGLE FLEX RECEPTACLE,MOUNTED 24" UP UNLESS NOTED OTHERWISE. $, MANUAL MOTOR STARTER-DISCONNECT SWITCH. Sil'ARE • I I--• Z : DUPLEX RECEPTACLE,MOUNTED 24" UP UNLESS NOTED OTHERWISE. o' MOTOR DISCONNECT OR FUSED SAFETY SWITCH. Si�'ARE •----I I----• z SIbARE •—I I—• "C" VAPOR PROOF L ICI-IT 5Y OWNER SURFACE 1-100W QUAD RECEPTACLE. TWO DUPLEX RECEPTACLES GANG MOUNTED. ® MOTOR. S1I,ARE •..,_.__.I 1—* (DECORATIVE LIGHTING) (AFTER CLOSE) PROVIDED W/ WALK-IN 5OX aW DUPLEX RECEPTACLE ON EMERGENCY POWER SYSTEM. MN — ELECTRICAL PANELBOARDS,SURFACE AND FLUSH MOUNTED. 1CKT. L LIGs1-ITINC CONTACTOR "LC1" J L LIGHTING CONTACTOR "LC3" 1 „p,r NOT USED Z „.8P GROUND FAULT INTERRUPTING RECEPTACLE. '` _ 120 OR 2TIV CIRCUIT HOME RUN TO PANEL. LINE,NEUT.,CND. A21 i' • r- 120V • -1- 12OV • I 0 ,�,p : WEATHER PROOF GROUND FAULT INTERRUPTING RECEPTACLE. o'` 480,240, 20SV CIRCUIT HOME RUN TO PANEL,WIRE SIZE NOTED. C 120V. ®120v. (� 120V. ( "E" SINGLE FACE EXIT SiGN WiTH BATTERY UNIVERSAL LED W/ UNIT (n Q COIL COIL `\,1J COIL LITHONIA #LES-WIR-ELN 5 101 POLARIZED THREE OR FOUR WIRE RECEPTACLE,RATING NOTED. CONDUIT CONCEALED IN WALLS OR ABOVE CEILING. • N • N- * N I (ALTERNATE: SURE-CITES #CAX-1170-00-RW) W SINGLE RECEPTACLE iN HANDY BOX MOUNTED ON CONDUIT STUB. -"HI" CONDUIT CONCEALED IN OR UNDER FLOOR. Al •---I 1--• DISP. E4 . A6 •---I I----• TOWER LTG All •---I I--• WALLPACIZS f � DUPLEX RECEPTACLE IN HANDY BOX MOUNTED ON CONDUIT STUB. WP DENOTES "WEATHER PROOF". A9 •----I I—. CANOPY LTS AS •--1 }—�• TOWER LED 423 •—I I—• POLE LTSI "F" NOT USED. CEILING (1) 54W M.H. 0 A33 •--I I--• LED A31 •---i I----• TOWER SIGN A20 •---I 1--• CANOPY P1U-• z "Si POLARIZED THREE OR FOUR WiRE RECEPTACLE,RATING NOTED. EM DENOTES LIGHTING FIXTURE ON EMERGENCY POWER CIRCUIT. } Ail •—I I--• CANOPY LTS SPAR •--1 1---• SPARE • I 1--* Q a CEILING MOUNTED DUPLEX RECEPTACLE *1. PLAN NOTE. REFER TO NOTATION ON PLANS. O A35 •*---I 1--• LED SPARE •---I 1—• *----1 1—♦ "G" 12" 100W METAL HALIDE CANOPY FIXTURE. RUUD LIGHTING, 0IRECT (1) i00W M.H. (f) :' CEILING MOUNTED QUAD RECEPTACLE.TWO DUPLEX GANG MOUNTED U FIRE ALARM MANUAL PULL STATION. - 436 •--I I--• ENTER/EXIT SPARE *---I I-• •-I I--• DIRECT MOUNT, CLO SERIES MCL0410-2. Iii a+i ,A21 *— — I 1 * WINDOW LED (./) ! $ SINGLE POLE SWITCH MOUNTED 48" UP UNLESS NOTED OTHERWISE. ® SMOKE DETECTOR > -- STARE • I I-----• O p $2 $3 $4 TWO POLE,THREE WAY,FOUR WAY SWITCHES MID.48" UP. _ N SNARE •--I I—• N NOTE: ALL SYMBOLS MAY NOT APPEAR ON TI-4E DRAWINGS. SrARE •--I I—• (DECORATIVE LIGHTING) (SECURITY LIGHTS) L LIGHTING CONTACTOR "LC2" J L.. LIGHTING CONTACTOR "LC4" "H" WIDE SPREAD FLOOD LGGHT SURFACE 1-115W PULSE 120V 120V LUMARK # M14WR-65T-115-120V MOGUL M.H. W 120V 120V (ALTERNATE: 141-TEK #TFL-115M-TA2-12 0) I-- PROVIDE(4)120V,1P/20 AMP SPST SWITCHES---_..„) . \:: ` - EACH 20A.,MULTI-POLE LIGHTING CONTACTOR(TYP.OF 4)EQUAL TO SQUARE D < FOR CONTACTOR CONTROL.LAME SWITCHES 51 \ 52 53 #8903-L SERIES CONTACTORS MOUNTED IN NEMA-1 CABINET ABOVE CEILING. "I" PORCELAIN KEYLESS LAMP14OLDER SURFACE 1-FL BIS/TL C) t/ 51 THROUGH 84.SEE OI/E2 FOR LOCATION. CONTACTOR CONFIGURATION SHOWN IS PROTOTYPICAL AND BASED ON THE G.E. #5140-1 () 120V • • • MAXIMUM NUMBER OF CONTROL POINTS REQUIRED.AS THE NEED FOR FOINTS OF CONTROL DECREASES,DECREASE THE NUMBER OF CONTACTS ACCORDINGLY. "U" POLE MOUNTED SITE LIGHT. 25' SQUARE POLE. POLE 1-25 OW O <<<<<<< SEE PANEL SCHEDULE "A"FOR EXACT NUMBER OF CONTACTS REQUIRED. L ITHONIA KC1-250M-25C-R3-4C-SCWA. PULSE START z 2 C 0 N T A T R DETAIL T IT ANN L S S 24"x24"(OR AS RE QURE D H HINGED SHALL R CYLINDER KE M.H. MOGUL E2.0 SCALE: NTS THE LIGHTING CONTROLS WALL BE COORDINATED AND TESTED WIN AN OWNER'S Z W REPRESENTATIVE TO ENSURE THAT THE CONTROL DEVICE,COMPONENTS, "K" NOT USED — w>- _ EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN c Z - �s_�_ ACCORDANCE WITH THE DRAWA�GS AND SPECIFICATIONS. A COMPLETE REPORT "L" WALL MOUNTED FLOOD LIGHT WALL 1-115W PULSE OF TESL PROCEDURES AND RESULTS,INCLUDING AS-BUILT SYSTEM SETUP LUMARK # MHWL-115-120V START M.H. Q z h PARAMETER INFORMATION,SHALL BE PREPARED AND SUBMITTED FOR REVIEW BY THE OWNER (ALTERNATE: HI-TEK #TWH-115M-120) MOGUL - W o o w cm Z� "M" NOT USED ' Q_.................... J_, ``i' n�J, II O cps.. (� "N" NOT USED �' z z"A" i r © �%' M 0 w —, Q CD ^ CO E • ooaoo o E Ll • ��1� - w o op G) Z -�- PE�i "O" 175 WATT METAL !-IALiDE FLOOD LIGHT SURFACE 1-MYR175/U/ ,,.,op Q d - TECHL IG14T R5F1A-115 PULSE START Q zo m�°?� m MED <"'Lu° � Q E Al IICII \ ¢ o,•• • TO WINDOW LED-- ecu RECEPTACLES. -L -- --- -- --- • "P" 100 WATT METAL HALIDE FLOOD LIGHT SURFACE 1-MXRIDD/U/ z°° REF.E30 ' 11 I1 1i II II II 1 LD O E TECHL IGHT R3F5A-100 MED v' "�E. `- pco c:, c�c, Y- .' •�. –. ---- i 1 I I I • • •' licit 11 I I "Q" NOT USED LI @, •II A l l I I /livt I I 11 it I I 04, • ___�. _----_---____-- "R" 2 EA. 400 WATT INVERTED METAL HALIDE SURFACE 2-MYR400IU- i 11 I I TEC14L f C�HT DCM555Y TWIN 400W PULSE START z 4 p - - _.I P"IIII _�� -....rail�i A3 18" DOWN ROD Q rte- a 8 3 u u A5 " T " XT NSION A SU AC 1-M115/U Q 1O1AEEMh1 A ` S 115 WATT METAL HALIDE W/18" EXTENSION ARM E � �o rz U t>n I o �= c •� ,�,N TE CI-IL IC�HT DCS51CL1182AF PULSE START cv a Q I r „Aril — — — il z• *� * MED cL t N a J O 3 11 /� 11 "Al' L 1 . _ -• 81 IIA II I L.F.S. NOTES: 0 1 2O lU Q ..-,J h' 52 1. "EM” DENOTES FIXTURE FURNISHED WITH FACTORY INSTALLED EMERGENCY LIGHTING - t3 {? i Aii I r I i t 1 i i •• 54 I I 1I - I I I I- - 1� I ''_ ,, ��"�� BATTERY PACK. ,„Q L.LJ ,� A A A _ \ , 2. REFER TD ELECTRICAL SPECIFICATIONS FOR FURTHER INFORMATION REGARDING (f) O .. (F:2 a z ' / Mil L iC-�14T ING F iXTURES AND LAMPS. ``� `z Q w_.VW , I 3. L IGHT(NG FIXTURES SHALL 5E AS SPECIFIED ABOVE DR AN APPROVED EQUAL. (y , z w o Iii Jl I I I I I 11 C)00;•c: j N I r, \ SUBST f TUT I ON5 MUST BE SUBMITTED FOR REVIEW 13Y OWNER O_c)\ I tt) g 09 CD 6 L--- - — REFERENCE ONLY ONLY_ NOT APPROVED WITH THIS PERMIT o F X \ ;: „Lit . C) F— 2 ( '� / / I c I . l.- I X00 I 1 i I- _............. ini=or INTA T I 1‘.474,)/Cie 0 e 0 01 JUNCTION BOX FOR COOLER AND FREEZER LIGHT CONNECTION .CONTRACTOR MUST FIELD VERIFY CD All CONNECTION REQUIREMENTS.TYPE C FIXTURE iS PROVIDED WITH COOLER/FREEZER AND WIRED BY ELECTRICAL CONTRACTOR.SEE ALSO DRAWING SHEET E3 FOR ADDITIONAL INFORMATION. Al O CEILING MOUNTED EXHAUST FAN .CIRCUIT AND SWITCH WITH LOCAL LIGHT FIXTURE.SEE EXHAUST FAN SCHEDULE ON DRAWING SHEET Ml.FAN TO BE PROVIDED AND INSTALLED BY NE MECHANICAL CONTRACTOR.FINAL CONNECTION BY ELECTRICAL CONTRACTOR :> LIGHT FIXTURE TYPE "AEM" AND EXIT LIGHT TYPE "E" TO BE CIRCUITED ON UNSWITGHED LEG OF LOCAL N LIGHT CIRCUIT. "AEM" FIXTURE TO BE CONTINiOUS OPERATION AS NIGHT LIGHT.CIRCUIT EMERGENCY I BATTERY PACK IN BALLAST HOUSING ON NE SAME UNSWITCHED CIRCUIT.PROVIDE LOCK ON BREAKER. I I I O . 1 i4 MOUNT PHOTOCELL CONTROL ON ROOF ON BACK SiDE OF PARAPET WALL FACING NORTH. SEE > i II 1 CONTACTOR DETAIL ON DRAWING SHEET E2.0 � II fl O PROVIDE (4)120V, 1P/20 AMP WALL SWITCHES DESIGNATED "$1" "82" "53", AND "54"FOR CONTACTOR ft 111, CONTROL OF EXTERIOR LIGHTING,SiGNAGE,AND "PAYS" CIRCUITS.SEE CONTACTOR DETAIL 2/E2.0 AND O PANEL SCHEDULES FOR ADDITIONAL INFORMATION.PERMANENTLY LABEL EACH SWITCH WITH ITS f . o 0 / 11 RESPECTIVE NUMBER DESIGNATION.MOUNT SWITCHES IN 4 GANG 50X AT 48" A.F.F. n Z. MOUNT TYPE "L" OR "S" FIXTURE ON PA12AI T WALL AT 12`-O" ,ABOVE FINISHED GRADE. U 'I -i `` 9 •• 11 r 0 PROVIDE JUNCTION BOX AND ASSOCIATED CIRCUIT FOR WALL MOUNTED "BLUE" DISK P.O.P.PICTURE 7 o BOARDS MOUNTED AT 6'-1" ABOVE FINISHED GRADE. f 3- V lk 6 L Q r.--1 LIGHTING PLAN U") ° 4 E .:9 SCALE: 1/4"=l'_0" 0 2' 4' 8' O Ce o N to rn S-EE ~ c Q �O? Z 8v • 1--:OD - x D WG: I c?) (2)1N111 r�UCit1Cl , ._ _ .._. _ ........ _ 'ROF , I r h NOTES f SYM5OL 1:4.01,,k ,' t0 2 1 PROVIDE DISCONNECT ON ROOF FOR EXHAUST FAN. CIRCUIT 15 EXHAUST SYSTEM WIRE INTERLOCK BOX. MOUNT ON WALL ABOVE '�� 20'1�C � O EXHAUST FAN "THROUGH" STARTER IN EXHAUST SYSTEM WIRING CEILING. REF. MANUFACTURERS CONTROL WIRING DIAGRAM. M. I �c �}y� INTERLOCK BOX FURNISHED BY EXHAUST HOODS SUPPLIER. SEE --- L` --__ .------__.-- ISM ELECTRICAL SERVICE RISER FOR ADDITIONAL INFORMATION. 0 FIRE SUPPRESSION SYSTEM CONTROL BOX. EXPIRES 12-31-10 - • -- ______________-_____ -_ #10 ® PROVIDE DISCONNECT ON ROOF FOR SUPPLY AIR FAN. CIRCUIT fp TELEPHONE INTERFACE BOX. MOUNT ON WALL BELOW CEILING 1 6 r O „ „ ABOVE PANELS. C21,29 1■ I e• ► -C23,25 SUPPLY FAN THROUGH STARTER IN EXHAUST SYSTEM WIRING INTERLOCK BOX FURNISHED BY EXHAUST HOODS SUPPLIER. SEE (18� PROVIDE DUPLEX RECEPTACLE NEAR CEILING FOR READER 831 �;c• - I T I ONAL INFORMATION. v � ELECTRICAL SERVICE RISER FOR ADD BOARD CONTROLLER. SEE DETAIL 3/E5.0. COORDINATE WITH 0 READER BOARD INSTALLER$ 0 3 120V, JP/20 AMP GPI RECEPT. MTD. g T-4" OR ABOVE WINDOW FOR O LED WINDOW SIGN. 19 ELECTRICAL METERING EQUIPMENT. SEE ELECTRCIAL SERVICE -- �'�� 0 =•32 O I -= B1 81 4i� • ,■r C2,4,0 0 120V, 1P/20 AMP GFI RECEPT. FOR FRYER CONTROLS. R IS ER FO ADDITIONAL INFORMATION. ie. . , ® CIRCUITS 864,66,68 FOR HEAT LAMPS TO HAVE A "HUBBLE" #5352 1 01,3,5 _ 2 #4 W/ 1-1/4 C5 DROP DOWN CONDUIT AND CONDUCTORS THROUGH CHASE TO 120V, 20 AMP RECEPTACLE ► r Yk #8 W/ 3/4"C �� RECEPTACLE BELOW. eD #4 W/ ULMER L___-_ �� c. CI PROVIDE JUNCTION BOX ABOVE COOLER/FREEZER FOR 21 AUTOMATIC SPRINKLER CONTROLLER. MOUNTED AT 60 AFF.. 1-1/4 C ! C-13,15,1 INSTALL 1-1/2 CONDUIT U.G. TO NEAREST LANDSCAPE AREA. WIRING COOLER/FREEZER LIGHTS AND DOOR HEATER CONNECTION. 829 CONTRACTOR MUST FILED VERIFY POINT OF CONNECTION ON BY OTHERS. REF: LANDSCAPE PLAN IF AVAILABLE. � 52 1 FREEZER/COOLER UNIT IN FIELD. 22 OUTDOOR LIGHTING CONTROLS. SEE ELEC. RISER ON SHEET E5.0 (f) O -1 1. - O POWER TO REMOTE CONDENSING UNITS IS FEED FROM ICE MACHINE AND CONTACTOR DETAIL ON SHEET E2.0. Z.PROVIDE 0 _ BELOW. CONTRACTOR MUST COORDINATE THIS IN FIELD PR DE 23 FOAM SEALANT AT ALL ELECTRICAL PENETRATIONS INTO FREEZER 4 to - - __ ___—_ __ 2O8V, 2P/20 AMP NEMA 3R DISCONNECT AT EACH CONDENSING UNIT. COOLER BOX. 120V, 1P/20 AMP GFI RECEPT. FOR FRYER FILTER. 24 LOW VOLTAGE WIRING TO ALL EXT. DOORS 4 WINDOWS FOR FUTURE w CY CONNECT J-BOX TO EXHAUST SYSTEM INTERLOCK BOX. SEE SECURITY SYSTEM BY OTHERS - TERMINATE IN J-50X BY MANUFACTURERS' CONTROL WIRING DIAGRAM. J-BOX 4 FANS SWITCH TELEPHONE BOX * SO" AFF W/1" CONDUIT STUBBED ABOVE CLG. - 0 - LEAVE 24" LOOP ON EA. WIRE. z p O O F P O W E R PLAN ' FURNISHED WITH HOOD. Q 2 R R CI PROVIDE 120V, 1P/30 AMP NEMA 3R NON FUSED DISCONNECT IN 25 NOT USED. E3.0 SCALE: 1/4"=1'-0" o 2' 4' 8' COOLER FOR EVAPORATOR FAN CONNECTION. 26 DISCONNECT ON ROOF FOR RTU CONNNCTION. SEE ELECTRICAL W 611611.1111iiiiiiiiii 11 SMOKE DETECTORS FOR AUTOMATIC FAN SHUTDOWN MOUNTED IN SERVICE RISER ON DRAWING SHEET E5.0 FOR ADDITIONAL U7 N RETURN AIR DUCT LAND SUPPLY AIR DUCT WHERE REQUIRED) TO BE INFORMATION. Y2 FURNISHED 4 INSTALLED SY M.C.. WIRING 4 CONNECTIONS BY E.C. 0 PROVIDE 120V, 1P/20 AMP GFI RECEPTACLE IN WEATHER PROOF 12 PROVIDE 208V, 1P/30 AMP NEMA 3R NON FUSED DISCONNECT IN ENCLOSURE FOR EQUIPMENT MAINTAINANCE. SEE DETAIL 02 ON FREEZER FOR EVAPORATOR FAN CONNECTION. DRAWING SHEET ES.O. ® 120V, 1P/20 AMP GFI RECEPTACLE FOR CONDENSATE HEAT TAPE. 10 PROVIDE STANDARD 2"x3" RECESSED J-BOX AND ASSOCIATED w PROVIDE IN WP ENCLOSURE. 208V,1P/20 AMP CIRCUIT FOR CONNECTION OF BASEBOARD HEATER I--Q --- A-T -\ -� _ - 14 E.C. SHALL PROVIDE 4x4 J-BOX WITH DOUBLE GANG PLASTER RING INSTALL BOX HOR1Z. WITH SOT. EDGE * 3" AFF. HEATER TO SE AND WIRING. CORD, PLUG, 4 RECEPTACLE FURNISHED SY OWNER, CONTROLLED BY FIELD INSTALLED, UNIT MOUNTED LINE VOLTAGE INSTALLED BY E.C. T STAT. BASEBOARD HEATERS 4 T STATS TO BE PROVIDED 4 Ill 1 I n INSTALLED 5Y THE E.C. HEATER TO SE EQUAL TO QMARK O <<<<<<< 5 5 a- #3UG82-36 , 150W a 208V/PPHASE. T STAT SHALL SE QMARK #3UG91. Z •• v v' S2 29 PROVIDE 208V, 1P/25 AMP NEMA 3R NON FUSED DISCONNECT ON �k a 0 c nor ROOF FOR FREEZER CONDENSING UNIT CONNECTION. �' @ITYPICAL) v LU 526 PROVIDE 2081x, 1P/20 AMP NEMA 3R NON FUSED DISCONNECT ON z m , , 1 J ;=i ___ - 8001= FOR COOLER CONDENSING UNIT CONNECTION. Z'- �� = -- ---._:.- -_- _____ - — O 120V, 1P/20 AMP GFI RECEPT. FOR AUTOMATIC SPRINKLER "-' °ztl CREAMER D f SPENSER - Y� _ #10 --••----- MECH. _ <. - 1 Li 61103o3F-,Blio ii■i�• 'Ili -T ��i m� ilt - F"_ - - - °- , �� CONTROLLER AND HEAT TAPE FOR COLD WATER LINES IN M a Z 120V, 20A, 1P1-1 �j. .1!� --�4i_'� Y limaril �� w`�� . .� �2„ ,12�� O ,O - �� 4C•sFl a -- -�a --� �. ,it - W � �'- 84648 (� °I° �j �i'4 �.iv it _ ROOM. SEE PIA. ©w HOT FUDGE DISPENSER a 828 r �;-----•'�I �� . I , - - - - - &-*2 I !G.FI 32 • "--'-' i'iii ' I _ - O POVIDE 3/4" C. STUED OUTE WALL * 54" AFF 4 INIE WALL `�120V 20A, 1H ��-' _ ��:-`� Ot -- .,€ � - I --� .�. — • __ .. — F R 1 10 12 % TO 6" ABOVE CLG FOR POWER WASH LOW VOLTAGE WIRE AND 4 `c —1' 524 � '� �� o -_ - --_ - O O T — - J T - 60 O CONTROLLER , Q COFFEE MACHINE 110:14glieg � S 2 0 1 1 O COOLER FREEZ % 19 w m z 120V, 20A, iPH O _ 33 OVI U X51 8" OW C 20" F OM ACK COINER FO Z"� �'Li;: 8.2 I]D n ,-- O / PR pE D PLE SEL LG R B R x z II el I; iiu _ •--5,5 2 a o ._. $ s _s.��_... POWER WASH SYSTEM °fa 4 Ea Ca , a 1 A (Z))car ca in t�D Iilj. a. i,�,�, 513 co. �" _ e.,:; aZ v ® CI PROVIDE LOGIC-BOX WITH KEY TO ENCLOSED SPACE. „� o ao m o ca E © ..awa C14,16)8 ( b l 9 �, o N z o !' .�► #10 W/ 3/- C 1 I ON B6 b e) COORDINATE WITH OWNER AND POWER UTILITY. : : f4. r '� N O to to 2 O ' O 0 ) � '' ! 33 © _r IIPIF�!�►;;I I C!I I I!I I I !I 564 1`�� 1 863 —••• ©o Y REF. E-2.0 ""�`-.us C20,22,24 1 �� - I �- tlr., 35 NOT USED 4t w w w _ #10 W/ 3/•ii 566 WNW! - - -----'w------- -- _ '_"_" O O _' • -v v. z X • K6 &tJ1P_oig �;s''� DISWASHER va dE►- Q i/�� 3 , NOT UED ; � z 102" m l�tf - _=_ %;''Iii Y .7l� -= f,�a w-182 QS o 0 o r-- _. _ 3`I THE OWNER HAS THE OPTION TO USE A 12OV ICE MACHINE fN LIEU OF ��,� �] d; •"';' •�► D•OR BELL CHIME. THE 208V 1 PHASE EQUIPMENT INDICATED. CONTRACTOR MUST___ c « in = -� ''•i: r�ii :i: 3.0/3 FOR WIRING TAILS, VERIFY EQUIPMENT SELECTION WITH OWNERS FIELD 523 -„ - .i� 108" I_. REPRESENTATIVE AND PROVIDE 120V, JP/20 AMP BREAKER IF _0 8't8 �� _ / - .� _- _ f08 - ,�. -- 52� 24 01 �-+�r' REQUIRED. � GF r-"r.�! #10 4GFI ()min 1-1 ��'� - I 528 '�I�4 881,83 L / \ J / �� M �� - 38 G.C. TO VERIFY W/OWNER'S REPRESENTATIVE THAT ALTERNATE o } O ifi O o E 88 ii I i fi - EQUIPMENT IS BEING PROVIDED. (F NOT VERIFY W/OWNERS Q r• O •!•,l N I a- O o- I ( REPRESENTATIVE WHETHER OUTLETS SHOWN TO BE PROVIDED FOR < z 6....: 535 "� d, N " ii s11. #. u.„ w O'n, - // GFI A PANE , / ' 111/ 3/4"C FUTURE USE OR OMITTED AS COST SAVINGS. GC. TO COORDINATE U o�o oU d pl c4 r 1 °- I- - - -1 PANEL " " 1 '►_ W/OWNER'S REPRESENTATIVE AND EQUIPMENT VENDOR. O Z . N w W 0 Ill! [ m '- a0 - / PANE1� iiBii 1 \� 0r�r o 0 `� 3 M �__"_ -'- '- 1 / \ .�tJ 39 PROVIDE 20$V 3P/30 AMP NEMA 3R NON FUSED DISCONNECT ON (y_ -' °Li ED O cn Q -- E4.0 a1 ti�__ ,:-__.-: �=�i -c q I `; \ I � � r -- �- � I / �� , v O z Z_ / 'i ROOF FOR SLUSH PRE-CI�-IILLER CONNECTION. "� i �� #)O W/ I 1 I /`r I \ 1 /� - I ,_.-_ C32 - Z r cA cf) ° n _ ii r 1 r 7 1 4* -=- - I 0 --� i - - = \ . 4" ..� REFER TO KITCHEN EQUIPMENT PLAN K-1 FOR KITCHEN EQUIPMENT - 34►ii .fi, - ` I 1 ° �° I- �� — �— � — — /—I ELECTRICAL REQUI! EMENTS. TYPICAL. - U _� w c2-- t Lii, J 1 ' , --� O O w,nom _- ® ® -- ,---i!m.. - — . / \ IQ W m TO WINDOW -� ��'I°CIS►• •�� 12" =:= $e �►i._'__ _ II L I I � .! .�. (n O I`i�.. �—- �. I 'IIi� ��/ '�, \�I i i `-'"'� �' \ , -r- 0 Z ::�.� .��___ - - _ __�_._-. a �� °R — "• "• NOTES: EXCEPT AS OTHERWISE NOTED OR REQUIRED BY THE CONTRACT �C El LED SWITCH. O ,-- _,_;��`�"�'�' '� .� ..�....�.�_ ,_ / — 1"C ' z w iiiT REF. E-2.0 y� �: —�� — _.- _— _ — - - DOCUMENTS, POWER OUTLETS SHALL BE MOUNTED AT A MINIMUM OF "Irli)EO 6, o 6 o �� K6 +30" ABOVE FINISHED FLOOR. COORDINATE POWER OUTLET AND RECEPTACLE LOCATIIONS WITH KITCHEN EQUIPMENTP IO z w= wow NQw�-- N 1 o~o 49 49 TO ROUGH-IN. z r 0 ON ROOF �1 / REFERENCE ONLY'' S C°� F— m T o APPROVED WITH THIS PERMIT \ 50 VA TRANSFORMER NOT Uo o 0 W/ RESET BREAKER 4 Q >-- 1 POWER PLAN LI 8XSX6 BOX FOR ° ♦-- _\ -''�-TRANSFORMER 4 DEVICES v E SCALE: 1/4"=1'-0" Xl ABOVE ACCESSIBLE CEILING. 3.0 0 2' 4' 8' 120VAC 24vAG 6difidliallilliMMEMi N X2 14 AWG/2 COND CHIME — 4 Q Xl I 0 1 X 1 1 Z Z a_4 Xl I- Q C 3 > 1/41 I 24VAC .1 X2 EDWARDS SIGNALING (TYP. EA.) Q � �I �� II AS/PS-1 X2 #338-G5 O POWER _ TD121O6 a ( ��PPI- 1 go Z. iBVDC I 1 cRYDO . **■ I .„-----. ) (....) N.. --_---- N PUSH I.�.j ; 1111 3 DOOR BELL CHIME DETAIL BUTTON z f-- 6 E) SCALE: N.T.S. N E 3.0 NC © EDWARDS / C 0 0, #850 SERIES 0 (v, TI CVM-60 T„� r U �/IG WALL PLATE ( ) a” >-. CONTROL 0 O i:; No0 TRIP c� _ c =". SHEET Ji '"111.I it ... _.1 E3 • O J!; a- X DWG: - JUUVU9 UUVU� 1,;i PRO , <S' ti� 1 t. ,, � t 4441 1 .or 0 U 1 FM N 5 C1-1 1:::) Li el cD, 2Q 1��h M. LC3C u Q V Q w 0 0 w ELECTRICAL 11 MUSAK 4 6 TUNER/RECEIVER EXPIRES 12-31-10 ijij 0 .}-N [TI REF.E-3 z O c�fl z CEILING .,. .,. ui 9 Ili �. m Q 0 1- VESTIBULE A;; :l: _ `t w a- fl w al 314" r, c7-c, 2,+ PVC 0 0 0 - a_W=.,4n_0 1--- d 1Y E p I-NO. DESCRIPTION QTY -i MAKE / MODEL NO. ,,^^z,�,nn(�� 0 0 `� REMARKS _ ([11 ��► ��r '`� 2 x 4 J BOX I COMPUTERS / REGISTERS 4 A P.O.S. VENDOR • 120 I 8 4 REF.NOTE #1 __ RECEPT. 4 I - 1 1 1 2 MONITORS 15 A P.0.S. VENDOR • 120 1 1.5 4 12 x 14 PHONE 3 PRINTERS 3 A P.O.S. VENDOR • _ 120 1 1.5 4 O R -NOTXE #) REF.E-3 4 - .. .. \n 5 CLOCK OUT UNITS ( BUMPk3AR5 ) 9 A P.O.S. VENDOR • 120 1 3 4 .. .. i NCR CLOCK OUT STATION 2 A P.O.S. VENDOR • 120 1 3 SLAB O ® ;;r ® "r 13 `�-J (r) z -1 3M WIRELESS 4 LOOP 500 1 A P.O.S. VENDOR • 4 J ..I (.7)S PAYS A P.O.S. VENDOR • 3 CONDUIT TO / ,CANOPY AREA 0 "" '• - REF.SHEET E-1 J \ CONDUIT TO PATIO MENUS - REF.SHEET E-1 _ I I I ., I I _ w 0 J \- 3/4" PVC TO DRIVE-THRU MENU ■ ■ ■ ■ ■ ■ 0 0 0 - T -1 Tr-- � 1 I __ 1�! I 1 1 I _.__ -__ o REF.SHEET E n Q 0'irk _ 1i�, ■ T ■, ______C= ------------ --___ - -_- L Li D ::: - POS J -- BOX DIAGRAM MNGR SIDE ELEV u)11► II 0 '0Agl . Ilk \1r ��OQ �1r �� 36 E 4.0 SCALE: NTS (19 SCALE: NTS sr 552 :;: II � j 'i w CI v I- <L 554 560 CM 0 0 0 0 MI -(;•) <<<<<<< IN GENERAL NOTE: GENERAL NOTE: - -- el ALL CIRCUITS SHOWN ON PAS.SYSTEM POWER PLAN TO BE THE POS VENDOR AND CONTRACTOR SHALL VERIFY THE POS III O n PROVIDED WITH ISOLATED GROUND TYPE ORANGE LAYOUT WIN NE OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION c :w NI I RECEPTACLES,TYP. CIRCUIT(S)SHALL HAVE ISOLATED OR PURCHASE OF MATERIALS AND MAKE ANY ADJUSTMENTS z. w GROUND WIRE. NECESSARY FOR THEIR SPECIFIC STORE OPERATION. _ a' - a - = o.6 7 �l1 W v I S �.� 1 __________ __ 1 1 POS Site Ready Criteria ©w 000 „► 1 000 zo t — _j r- — ' 1 �' —z 0 = — Il _ — 1 Inside Store: Q 5 Q w 3cS O 1 wa∎m'r I 1 * Ceiling grid finished m 0 1 I ( I 1 1 I I * Ceiling tile in grid where monitors and power is located. "I a= 0 1 ( 1 I — — 1 _1 1 L4 _ k �, * Power in place in walls and ceiling. m n w O 0 — —• * Power O -- - - _ _ _ - * Furniture in place and set. w o °'o o cD o 0 �O * Sonic authority at store to confirm placement of all equipment. Q N Q O * Telephone service operational. r _ a a Q 0 O < CD 1°o up Q E _ Will Outside Store: * Underground c duit in lace and correct size. e o ,' ,,� 4Ii * on place = ,,_ m Canopy conduit in place and correct size. va <c a- < c I * Menu housings attached with flex conduit in place. o 'ED I CO ° CD - ,._ \ t F � Please contact Order—Matic Corp. at (877) 475-5716 for any questions. db 2� o ee 1 E4.0 , �!O L - I NCTSrC' sMoL z T o o al / Pi � - I 0 0 � � � o 0 560 0 INSTALL 12"14x14"Wx4"D J-EOX WITH ACCESSIBLE 0 PROVIDE POWER FOR 3M WIRELESS 4 LOOP 500 Q z �,,o z - I — — -" COVER TO RECEIVE CONDUIT FROM CANOPY - ISOLATED CSR?OUND TYPE OF?��1NCE DUPLEX :>_01-L-o RECEPTACLE.CICUIT SHALL HAVE IOLATED 0 . W 6 o H - - cLIU- - - -4�Q — I I B5o �:� AREAS.SEE SHEET E1.0 FOR POWER PLAN TO 7 -----1 ..1 L ab —J �O 1 —� CANOPIES. WIRE.PLACE AT 2" BELOW CEILING. �- �'" E3 I II ' STU8 UP ABOVE CEILING (2)2" CONDUITS FROM 10 PROVIDE 1/2" CONDUIT 114 U WALL AT 8'-3" AFF. 0 Z ,q ' ° w w 1 1 RURI. O > It EACH J-BOX. (ABOVE INT.CLG.)THR�U EXTERIOR WALL. Z o r �■■ IMII, EXTERIOR FLUSH WITH BLDG.VENEER CONDUIT E ...w �C o°w 6 8 ■_�- � I ,I c, o 0 0 0 1"" - - 11 i INSTALL J-BOX (2x4)AT 60 AFF.FOR FOR POS ANTENNAS.VERIFY CLOSEST LINE OF z --3 , 0 - z 1 -- — ,eo u •.iu.�it■� L — — — �� 1 I 1 CONTROLLER AND STUB OUT 3/4" CONDUIT SITE W/P05 VENDOR CAULK AFTER ANTENNA 0 Q w°Q _I-- - - - - - A CEILING.CONTROLLER TO MOUNTED INSTALLATION. U) 4 m°z 0 0 0 — — — _ _ _ _ _ — BOYS LLER E E o i ON HIGH 18 WALL =lk iii ill - B50 ABOVE J-BOX. ``� , ,--Z> •1r No.- B�o2 I..�II�, �- 0 Q 11 PROVIDE POWER TO MONITORS/BUMP BARS �� " •`• Ei: :11 g!:.-�! • =:: -:- ® PROVIDE POWER FOR WALL MOUNTED PAYS - WALL.MOUNTED ISOLATED TYPE (:(:::=3:-') o r-■ Iwo, N1r • VII �V 4 0000 - _ - - - - �' '�'' ISOLATED GROUND TYPE ORANGE RECEPTACLE.CIRCUIT SHALL HAVE ISOLATED cv Q 6 - I ::: ilk RECEPTACLES. CIRCUIT SHALL HAVE ISOLATED GROUND WIRE. I ; o •�• �1r GROUND WIRE - PLACE OUTLET AT 48" AFF. q o mg O I � ,..,,J J 12 PROVIDE ISOLATED TYPE �E 0) 1 Q 1 n 1 `� L - - - - - 0 0 0 0 03 PROVIDE POWER FOR PRINTER/SCANNER, RECEPTACLE.CIRCUIT SHALL HAVE ISOLATED � ° -' S -- — COMPUTER/REGISTER,AND WALL MOUNTED PAYS GROUND WIRE - PLACE OUTLETS AT 12" AND 24" (- o F- t z Illo— _ E ► a ==o - ISOLATED GROUND TYPE ORANGE BELOW CEILING. c F- �,\ C 1 / ® a RECEPTACLES. CIRCUIT SHALL HAVE ISOLATED f -� I i rip o' J GROUND WIRE - PLACE OUTLET AT 30 A.F.F. 13 PROVIDE POlIER * MANAGERS DESK LOCATION �� ,_ 1 = 4v.. - ISOLATED GROUND TYPE ORANGE Q a- I Ills- B54 ■ J B44 556 558 Q PROVIDE POWER FOR CLOCK-OUT STATION - G .IAORAPLEX RECEPTACLE. ANGUIT TO HAVE I o "� �45° ISOLATED Gf ID TYPE ORANGE RECEPTACLE. ISOLATED GROUND - PLACE OUTLET AT 18" AFF. © O •� J CIRCUIT SHALL HAVE ISOLATED GROUND WIRE - 4 E4.0 0 24" V PLACE OUTLET AT 8'-6" AFF. 14 PROVIDE 2" GRe'OMMETED OPENING IN CEILING O FOR ROUTING OF TELECOM CABLING. ® PROVIDE POWER TO COMPUTER/REGISTERS RAN - 0 CD 3 ISOLATED GROUND TYPE ORANGE RECEPTACLE. ® PROVIDE POWER TO WALL MOUNTED PAYS AND ■ / 0 E.4.0 0 0 CIRCUIT SHALL HAVE ISOLATED GROUND WIRE. MONITOR - ISOLATED GROUND TYPE ORANGE \ :_). O PROVIDE 2"C.FROM ABOVE CEILING TO 2-GANG DUPLEX RECEPTACLE.CIRCUIT SHALL HAVE ISOLATED GROUND WIRE - PLACE OUTLET AT 45" Z J-50X 2'-O" AFF.PROVIDE COVER PLATE WITH AFF. I I I Z ,I o0 r 1 -- 2" DIAMETER OPENING WIN RUBBER GROMMIT. tl� 24 16 PROVIDE 1/2"C UP TO ACCESSIBLE CEILING Iii 0 o PROVIDE POWER TO MONITORS/BUMP BARS - SPACE FOR THERMOSTAT AND SECURITY �/ J 0. __.-__(2___ 2., .�. ISOLATED GROUND TYPE ORANGE DUPLEX CABLING. Q - --r = _= r - -1 r - -1 RECEPTACLES MOUNTED IN FACE OF CEILING (-) 6 -'' © B50 0 0 0 0 - I \ / 1 1 \ / I PANELS.CIRCUIT SHALL HAVE ISOLATED GROUND �11`� DEDICATED PHONE LINE FOR COMPUTER MODEM. - I- \/ \/ o v "COMPUTERS II 0 a ._i_ __ - r- - WIRE. RED COVER PLATE COMPUTERS ONLY" n Z. - _ _ -_ - - _ \ / - . - - -_- 1 — I I ( I SO PROVIDE POWER TO PC'S - ISOLATED GROUND IS PROVIDE 1"C FROM ACCESSIBLE CEILING SPACE .• t,� i I TYPE ORANGE DUPLEX RECEPTACLE MOUNTED TO 2-GANG J-EOX. PROVIDE COVER PLATE WITH W t o '-' - �I� J -- I 0 0 0 0 0 0 0 -�--= I I ( I 6" BELOW CEILING.CIRCUIT SHALL HAVE 1" DIA.OPENING WITH RUBBER GROMMIT. ~ r L J - - - r ISOLATED GROUND WI ° O O ' ail 1 J — — — — 0 0 RE 0 E.C.TO PROVIDE J-BOX5 WITH Al art" A.F.F. 0 0-„L.� � ---- 0 0 0 0 �./ REFERENCE NORTH __�------___. _- ____-- CONNECTED WITH CONDUIT. E.C.TO COORDINATE U �- FOR ROOM FINISH = __-- s W/POS VENDOR FOR CONDUIT SIZE,STUB UP z >- SCHEDULE ONLY I __ __ __1__ -_-- LOCAT(ON(S),AND FINAL CO>`NECTION. AT 0 o VENDOR SUPPLIED PARTITION TIE IN TO WALL UZ 3 w 0 MOUNTED J-SOX, 1 P O S POWER PLAN NOTE: REFER TO D IVISION 1G ELECTRICAL SPECIFICATIONS S H E E T ON THE SPEC PLUGS ("SP")FOR ADDITIONAL INFORMATION. =, _ SCALE: 1/2 = -o o 1' 2' 4' Q z _(C) Adillilla6MaNi U �' REF. SITE PLAN .Y S FO TRUE NORTH o OREFERENCE ONLY x NOT APPROVED WITH THIS PERMIT DWG: - PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE „ . ? E� -f • PANEL: B MOUNTING: SURFACE , PANEL: C MOUNTING: SURFACE PANEL: A MOUNTING: SURFACE PAN J 661 '` � 1 FED BY: SERVICE ENCLOSURE BUS/MAIN: 250A MAIN C.B. FED BY: SERVICE ENCLOSURE BUS/MAIN: 225A MAIN C.B. FED BY: SERVICE ENCLOSURE BUS/MAIN: 400A BUS, 300A MAIN CIRCUIT BREAKER X10 I '1'�,r,,��/" BACK OF KITCHEN VOLTS PHASE WIRE SERVICE ENTRANCE RATED 20'1.94P LOC: BACK OF KITCHEN VOLTS PHASE WRE SERVICE ENTRANCE RATED LOC: BACK OF KITCHEN VOLTS PHASE WIRE SERVICE ENTRANCE RATED LOC: IV'os, 120/208 3 4 120/208 3 4 120/208 3 4 2) CODE NOTE ITEM# DESCRIPTION VA AIP No. IA B CI No. MP I VA DESCRIPTION ITEM#1 NOTE CODE CODE NOTE ITEM# DESCRIPTION VA NP No. A B C No. NP VA DESCRIPTION ITEM# NOTE CODE CODEI NOTEI ITEM# DESCRIPTION VA I EXPIRES 12-31-10 MP No. IA B CI No. /VP VA DESCRIPTION ITEM#I NOTE CODE 6 RTU-1 4833 60/3 1 * 2 60/3 4833 l RTU-2 6 1 MENU LIGHTS REMOTE(L) 608 20/1 1 * 2 20/1 608 MENU LIGHTS BLDG(R) 1 2 GFI RECEPTACLES 360 20/1 1 * 2 20/1 900 RECEPTACLES I 2 6 * 4833 * 3 * 4 * 4833 * 6 1 INTERIOR LIGHTS 605 20/1 3 4 20/1 440 D/T ORDER/PREVIEW BD 1 5 PRINTER/SCANNERS/PAYS 1080 20/1 3 * 4 20/1 960 REACH-IN REFRIGERATOR K39 1 4 6 * 4833 * 5 * 6 * 4833 * 6 1 INTERIOR LIGHTS 605 20/1 5 * 6 20/1 360 DT/PAYS 5 5 CLOCK OUT 360 20/1 5 *` 6 20/1 504 0-RING MACH K48 4 SPARE 20/1 7 * 8 20/1 SPARE 1 POSTER DISPLAY BOARDS 1080 20/1 7 * 8 20/1 106 PATIO&TOWER LED 1 4 K18 REACH IN FREEZER 1448 20/1 7 * 8 20/1 1752 BUN TOASTER K31 4 SPARE 20/1 9 * 10 20/1 SPARE 1 CANOPY LIGHTS BLDG(R) 1098 20/1 9 * 10 20/1 300 CANOPY LIGHTS BLDG(L) 1 4 FRYERS FILTER 1080 20/1 9 * 10 20/1 1704 REACH-IN REFRIGERATOR K36 1 5 SPARE 20/1 11 * 12 20/1 l SPARE 1 CANOPY LTS REMOTE(L) 1568 20/1 11 * 12 20/1 180 GARBAGE RECEPT. 2 -SHUNT- 11 * 12 20/1 1560 DRINK SYRUP RACK 4 5 PRE CHILLER 3440 30/3 13 * 14 30/3 2040 SOFT SERVE SHAKE MACH K6 4 1 READER BOARD 1920 20/1 13 * 14 20/1 924 PATIO LIGHTS 1 5 K26 FRYERS/GRIDDLE CTLS 480 20/1 13 * 14 20/1 1200 SANDWICH UNIT K27 4 1 READER BOARD 1920 20/1 15 * 16 20/1 SPARE 5 * 3440 * 15 * 16 * 2040 * 4 -SHUNT- 15 * 16 20/1 1500 COOKER/WARMER K22B 4 r 1 BLDG WALL PACKS 1025 20/1 17 * 18 20/1 SPARE 5 * 3440 * 17 * 18 * 2040 * 4 5 CONTACTOR CONTROL 180 20/1 17 * 18 20/2 1650 FOOD STEAMER K21 4 5 1 FREEZER COIL/FAN UNIT 1150 20/2 19 * 20 30/3 2280 SOFT SERVE SHAKE MACH K6 4 1 2 FUTURE WINDOW SIGN 1200 20/1 19 * 20 20/1 488 CANOPY NL BLDG(R) 1 5 K36 FREEZER 1920 20/1 19 * 20 * 1650 * 4 5 * 1150 * 21 * 22 * 2280 L 4 1 CONTACTOR CTRL 180 20/1 21 * 22 20/1 152 MENU LIGHTS @PATIO 1 4 K27A HEATED SHELF 900 20/1 21 * 22 20/1 672 BLAST MIXER K10 4 1 POLE MOUNTED LIGHTS 880 20/1 23 * 24 20/1 480 PAYS BLDG(R) 5 z 5 1 FREEZER COND.UNIT 1331 25/2 23 * 24 * 2280 * 4 4 TEA MACHINE 1500 20/1 23 * 24 20/1 408 FOUNAINETTE K7 4 0 5 * 1331 * 25 * 26 20/1 400 WALK-IN UNIT LIGHTS 1 5 PAYS REMOTE(L) 480 20/1 25 * 26 20/1 124 PAYS @ PATIO 5 4 HOT FUDGE DISPENSER 1500 20/1 25 * 26 20/1 880 DRINK MACH/QUICK SILVE 4 �_ 5 1 COOLER COND. UNIT 624 20/2 27 * 28 20/1 1600 WALK-IN HTR&HEAT TAPE 3 1 LED WINDOW LIGHTS 1160 20/1 27 * 28 20/1 1413 MAIN SIGN 1 4 1,4 ICE MACHINE&COND. 1560 20/2 27 * 28 20/1 1200 SLUSH FILL STATION K18 4 W 5 * 624 * 29 * 30 20/1 550 COOLER COIL/FAN UNIT 1 5 1 RESTROOM LTS&EXHAUST 340 20/1 29 * 30 20/1 400 ENTRY/EXIT SIGNS 1 4 * 1560 * 29 * 30 20/1 650 SUPPLY AIR FANS(S) 6 1 PARAPET SIGN 1200 20/1 31 * 32 25/2 2000 OUTDOOR HEATER 3 5 EZ WASH CLEANING SYSTEM 2704 30/2 31 * 32 20/1 360 RECEPT.@ LOAD/UNLOAD 2 6 FRYER EXHAUST FAN 750 20/1 31 * 32 20/1 750 GRIDDLE EXH.FAN 6 z 5 * 2704 * 33 * 34 20/1 180 DOOR BELL 5 1 CANOPY LED BLDG(R) 88 20/1 33 * 34 * 2000 * 3 2 RECEPTACLES 360 20/1 33 * 34 20/2 1123 HORIZ. HOLD BIN K30 4 Q 1 CANOPY LED REMOTE(L) 88 20/1 35 * 36 25/2 2000 OUTDOOR HEATER 3 SPACE 35 * 36 SPACE _ HEATER 2000 * * * 3 2 RECEPTACLES 720 20/1 35 * 36 * 1123 * j 4 W 3 OUTDOOR HE 00 25/2 37 38 2000 4 K6 SOFT SERVE SHAKE MACH 2040 30/3 37 * 38 30/3 2280 SOFT SERVE SHAKE MACH K6 4 3 2000 * 39 * 40 25/2 2000 OUTDOOR HEATER 3 4 2 K26D GREASE COLLECTION 1800 20/1 37 * 38 20/2 1650 FOODER STEAMER K21 4 4 * 2040 * 39 * 40 * 2280 * 4 41 * 42 * 2000 * 3 4 SLUSH PRE CHILLER 750 20/1 39 * 40 * 1650 * 4 (1) 4 * 2040 * 41 * 42 * 2280 * 4 - 4 K30.1 HEATED TOASTER STAND 240 20/1 41 * 42 20/1 1500 HOT DOG GRILL K23 4 LOAD CODE(VA) PHA PH B PH C TOTAL(VA) FACTOR CODE LOAD LOAD CODE(VA) PHA PH B PH C TOTAL(VA) FACTOR CODE LOAD 1.LIGHTS: 8,134 7,356 4,906 20,396 1.25 25,495 SECTION 2 1.LIGHTS: 400 0 0 400 1.25 500 2.RECEPTACLE: 0 0 180 180 * 180 C I DESCRIPTION VA AlP No. IA B CI No. NP VA DESCRIPTION I I C }W- 2.RECEPTACLE: 360 0 0 360 * 360 SPARE 20/1 43 * 44 20/1 500 "MUSAK"TUNER/RECIEV. 5 <3.HEATING: 6,000 6,000 4,000 16,000 1.00 16,000 0 3.HEATING: 0 1,600 0 1,600 1.00 1,600 4.KITCHEN: 0 0 0 0 1.00 0 SPARE 20/1 45 * 46 30/2 2340 SLUSH MACHINE K18 1 4 4.KITCHEN: 8,640 8,640 8,640 25,920 0.80 20,736 5.EQUIPMENT: 600 0 840 1,440 1.00 1,440 SPARE 20/1 47 * 48 * 2340 * 4 5.EQUIPMENT: 8,625 8,098 5,945 22,668 1.00 22,668 6.MOTORS: 0 0 0 0 ** 0 SPARE 20/1 49 * 50 20/1 1080 MONITORS/BUMP BARS 5 2 <<<<<<< 6.MOTORS: 9,666 9,666 9,666 28,998 ** 32,623 7.MISC. 0 0 0 0 1.00 0 3 K57 HAND DRYER 728 20/2 51 * 52 20/1 540 MONITORS/BUMP BARS 5 T MISC. 0 0 0 0 1.00 0 3 * 728 * 53 * 54 20/1 1500 COMPUTER/REGISTERS 5 �; : TOTAL(VA): 14,734 13,356 9,926 38,016 43,115 3 K57 HAND DRYER 728 20/2 55 * 56 20/1 1440 CPU RACK UNIT 5 z W W>- TOTAL(VA): 27,691 28,004 24,251 79,946 78,4$7 3 * 72$ * 57 * 5$ 20/1 1440 CPU RACK UNIT 5 ?zir LARGEST MOTOR: 0 VA TOTAL LOAD: 106 A CODE DEMAND: 120 A o LARGEST MOTOR: 4,833 VA TOTAL LOAD: 222 A CODE DEMAND: 218 A #KITCHEN EQUIPMENT 0 4 K24 SALT/BAG TABLE 1248 20/2 59 * 60 20/1 1080 MONITORS/BUMP BARS 5 '--.,z z cr # KITCHEN EQUIPMENT 4 NOTES: 1. PROVIDE LOCK-ON CIRCUIT BREAKER *FIRST 10 KVA+50% OF THE BALANCE 4 * 1248 * 61 * 62 20/1 500 INTERCOM 5 m W NOTES: 1. PROVIDE LOCK-ON CIRCUIT BREAKER *FIRST 10 KVA+50% OF THE BALANCE 4 DISHWASHER 1125 20/1 63 * 64 20/1 1404 HEAT LAMP K12B 3 Z z 2. IF USED,SEE LIGHTING PLAN ;..Q ** 125% OF THE LARGEST MOTOR+THE BALANCE * ** ° 4 K10 BLAST MIXER 672 20/1 65 * 66 20/1 1404 HEAT LAMP K12B 3 Q J Q LC LIGHTING CONTACTOR ASSIGNMENT, SEE 2/E2.0 125/o OF THE LARGEST MOTOR+THE BALANCE ca =v 4 K45 POWER SOAK 1440 20/2 67 * 68 20/1 1404 HEAT LAMP K12B 3 at z w ZQ SERVICE LOAD SUMMARY 4 * 1440 * 69 * 70 20/1 408 FOUNTAINETTE K7.1 4 � o W * DISCONNECT SWITCH BY WEATHERPROOF GFI RECEPTACLE 5 HTR CTRL CKT 180 20/1 71 72 20/1 1500 CREAMER DISPENSER 4 ELECTRICAL CONTR.MOUNTED ON MOUNTED IN CAST BOX ON SIDE OF LOAD TYPE TOTAL o ao o0 0 o E 4 COFFEE MACHINE 1500 20/1 73 * 74 20/1 180 IRRIGATION CONTROLLER 5 •,.° cow Q SIDE OF UNIT,NEMA-3R ENCL.FUSED, UNIT. PANEL LIGHTS RECEPT HEATING KITCHEN EQUIP MOTORS MISC. `" N `o a; FUSES PER UNIT MANUFACTURER 4 CT COOKER/WARMER 1500 20/1 75 * 76 20/1 1596 VERTICAL HOLDING BIN K24A 4 < 5 z o SPECIFICATION. A 20,396 180 16,000 0 1,440 0 0 38,016 VA ¢ o m m E 4 1,4 K49 ICE MACHINE&COND. 1560 20/2 77 * 78 20/1 880 DRINK MACH/QUICK SILVE 2 4 ° CO ° E wX Oa C-3 CC Q B 0 2,340 7,124 73,821 14,164 2,150 0 99,599 VA 4 * 1560 * 79 * 80 50/3 4488 GRIDDLE K33 4 o o a NIPPLE THROUGH SIDE --_.._ TYPICAL ROOF TOP NVAG m m OF UNIT. - C 400 360 1,600 25,920 22,668 28,998 0 79,946 VA UNIT. SEE MECHANICAL 4 1 K18 SLUSH MACHINE 2340 30/2 81 * 82 * 4488 * 4 Q °- z CD cc CONTROLS COMPARTMENT E. LOCATIONS. 4 2340 83 84 4488 4 DRAWINGS FORE T * * * * * L ° o m IN UNIT TOTAL 20,796 2,880 24,724 99,741 38,272 31,148 0 217,561 VA CONDUITS TO EE RUN UP ROOF CODE FACTOR 1.25 * 1.00 0.65 1 ** 1 INSIDE UNIT BETWEEN :� CODE LOAD 25,995 2,880 24,724 64,832 38,272 34,773 0 191,475 VA LOAD CODE(VA) PHA PH B PH C TOTAL(VA) FACTOR CODE LOAD DUCTS AND CURB. `�' LARGEST MOTOR LOCATED ON PANEL: C 4,833 1.LIGHTS: 0 0 0 0 1.25 0 ''t' INSTALL MIN. 12" SECTION OF FLEX - * z } *8 0 0 2-#12, 1-#iZG, 1/2"C CONDUIT FOR VIBRATION ISOLATION 2.RECEPTACLE: 1,260 360 720 2,340 2,340 _0 i M 0 * 10 KVA+50% OF BALANCE 532 A 120I208V,3 PH,4 WIRE 3.HEATING: 2,132 2,860 2,132 7,124 1.00 7,124 I- Q r C N > **125% OF LARGEST MOTOR+100% OF BALANCE 4. KITCHEN: 22,116 26,632 25,073 73,821 0.65 47,984 O V v o cO POWER FEEDER TO PANELBOARD , O N W ct w 0 (IC----- RUN IN JOIST SPACE. SEE 5. EQUIPMENT: 6,100 4,764 3,300 14,164 _ THERMOSTAT WIRING PER UNIT ELECTRICAL DRAWINGS SIZE. 164 100 14,164 al ' R.°0 ELE R AL DRAW FOR 6. MOTORS: 1,500 0 650 2,150 2,338 Z U O o Q w,� MANUFACTURER RECOMMENDATION CONNECT TO RECEPTACLE CIRCUIT 7.MISC. 0 0 0 0 1.00 0 U o>0 INSTALLED IN 1/2" CONDUIT BY E.C. z E � ._E. o00 � 0 W c) ��_ CONDUIT CONCEALED IN WALL CEILING _ / TOTAL(VA): 33,108 34,616 31,875 99,599 73,949 z -1 i U E D o, O O ww d O THERMOSTAT FURNISHED 8Y MC., INSTALLED 48" AFF AND trl LARGEST MOTOR: 750 VA TOTAL LOAD: 277 A CODE DEMAND: 206 A m �C °o Fe CONNECTED BY EC. SEE MECk DRAWINGS FOR LOCATIONS. z> #KITCHEN EQUIPMENT 37 W c) z W 0 o WOW VAC CONN . DETAIL NOTES: 1. PROVIDE LOCK-ON CIRCUIT BREAKER *FIRST 10 KVA+50% OF THE BALANCE N i-2 H UNIT E LEC. 2. IF USED,SEE LIGHTING PLAN ** 125% OF THE LARGEST MOTOR+THE BALANCE z m CO E5 0 SCALE: NTS o 9 0 Cl 0o Q /317 Gir?b' C3. C°Do7vg 1 o0o 3. IF USED,SEE POWER PLAN 4 o, Lc ii= - °__ 12OV, 1 PHASE,30 AMP NEMA 3R NON 4. REFERENCE NOTE#37 ON SHEET E3.0 g I- FUSED DISCONNECT ON ROOF AT EF-1. '�WZ LC* LIGHTING CONTACTOR ASSIGNMENT,SEE 2IE2.0 , ' a C� 0 0 208Y H 60 AM A < 208V H 60 AMP 120V, 1 PHASE,30 AMP NEMA 3R NON ) J J ,3 P ASE , P� ) J J ,3 P ASE , 3R FUSED DISCONNECT ON ROOF NEMA'3R FUSED FUSED DISCONNECT ON ROOF AT EF-2. J Q AT RTU-1.FUSE AT 60 AMPS. DISCONNECT ON ROOF AT (2)# 10 CU THIN ) ) (3)# 4 CU T1-111.1•1 ) RTU-2.FUSE AT 60 AMPS. (1)# 10 CU GROUND READER (1)# 4 CU GROUND (1)3/4" CONDUIT BOARD (I)1" CONDUIT 120/2O8V,3 PHASE,22 KAIC, II 84 SPACE,2 SECTION 12O/2O8V,3 PHASE,22 DISTRIBUTION PANEL "5" KAIC,42 SPACE WITH 300 AMP MAIN CIRCUIT 111 11 II II DISTRIBUTION PANEL BREAKER "C" WITH 250 AMP MAIN 120/208V,3 PHASE,22 KAIC, I CIRCUIT BREAKER 42 SPACE DISTRIBUTION Z / { 1-1/2"C. PANEL A WITH 200 AMP SECTION 1 11 I O CI ." MAIN CIRCUIT BREAKER 20A DUPLEX NOTES: 1. DETAIL IS DIAGRAMMATIC. COORDINATE LOCATION OF > f (36"Wx48"Lx11'D) PANEL "C" PANEL "A" PANEL "5" 20A/1P C$. IN NEMA-1 RECEPTACLE PROVISIONS WIN SIGN INSTALLER PRIOR TO ROUGH-IN. METER ) C.T.CABINET PER 120/208V. 120/208V. 120/208V V u' o PER 3PN. 4W. 1- 4W. SQUARE ID # 2. PROVIDE GROUND CONDUCTOR TO 12' ABOVE FINISHED ,al UTIL. UTILITY REQ. 3PH,4W. 3P ., �-�- SQUARED #Q02L305,GE, � � CUTLER HAMMER EQUAL l GRADE WITH 15' LOOP AT END FOR CONNECTION TO f 0 REQ- 250A • 200,4 • 30A/2P / READER!BOARD BY OTHERS. PANEL II I 3PN 3PN DISCONNECT 'A' II ) ) EXTEND (1) 1/O CU > MCB - MGE • - -) • .r-� ONLY It II N GROUND TO DRIVEN '^ SECTION 2 ^ REFERENCE �j fl ELECTRODE,BUILDING #6 CU.GNP. SOT APPROVED WITH THIS PERMIT / r -- 0 STEEL AND METALLIC - 30A/1P C.S. >- el WATER PIPING { 0 i--- _, OF- 120/2OaV,3P/8O0 AMP (4)# 25OKCMIL CU NUN (4)## 35OKCMIL CU NUN t1 l z j U >". ELECTRICAL SERVICE (1)# 4 CU GROUND (1) 4 CU GROUND 3O0A . II II ui FROM POWER COMPANY (1)3" CONDUIT (I)3" CONDUIT 3PN ) O D o TRANSFORMER POINT OF SERVICE (4)# 3/0 CU THIN MCE • II II II a a, (1)it 6 CU GROUND r-I Z rn .0 `V (I)2" CONDUIT a SHEET z / 1/2"X8' GND.ROD e (1- J Q d' �, J z (3)3" CONDUITS () C f SECONDARY CONDUCTOR NOTE: CONTRACTOR TO VERIFY 3PH E 5 •0 0 BY UTILITY / ELECTRICAL RISER DIAGRAM SYMMETRICAL FAULT CURRENT WITH UTILITY- 3 READER BOARD WIRING D E TA I L O REPORT ANY VARIATION FROM FAULT CURRENT SCALE: NTS $HOWN TO ENGINEER OF RECORD E 5.0 SCALE: NTS NOTE: REFER TO DIVISION 16 ELECTRICAL SPECIFICATIONS DWG: ON TI-4E SPEC DIUCsS ("SP") FOR ADDITIONAL INFORMATION. )Ul lUl ----------------- C'JL:i't1'tiiU -J ti� .i G I NE�41' 0 14,08. WRAPPED INSULATION COVERING I" X 20 GAUGE A-8.05 ///; / RIGID ROUND DUCT GALVANIZED ' OREGON RIGID ROUND SHEET METAL DUCT SUPPORT SCRAP 4. PROVIDE STARTER CALLER FLEXIBLE DUCT �:� •�- UL© WITH INTEGRAL LOCKING C:(�NNECTION OO I � I c QUADRANT VOLUME CONTROL RINNAI VENT CAP DAMPER.LOCK INTO ►� �� .�� `�,�,� INSULATED MARK MANUFACTURER MODEL AIRFLOW C�,ITSIDE AMBIENT EXT.SP DX COOLING COIL GAS HEAL ELECTRICAL APPROX. REMARKS EXPIRES 12-31-11 POSITION AFTER BALANCING. 4►, FLEXIBLE DUCT 5"+ RINNAI DIRECT YEN1 (CFM) (AIR) (OAT) (IN.LUG.) EAT TOTAL SENSIBLE FUEL INPUT OUTPUT CSA Y,PH,142 MCA MOCP EER SIGHT ASSEMBLY THRU ROCS (DB/U1R) (BTU/H) (BTU/N) (BTU/H) (BTU/H) ,q{ E 14P (AMPS) *SEER INSULATED SUPPLY DUCT ) ■11 1��,�� ■ RTU-f 2 STD EFFICIENCY LGAO90SSIY RTU2=2650 500 95 0.15 80/61 90,000 61,500 NATURAL 130 MBH 104 MBH 80% 2 2 H/P60 42 50 103 1525 1-6 PROTECTION SAD ,� / ` CLG 11111 , TE SADDLE ' SUPPLY DIFFUSER WIN LAY-IN �T. RTU-1 4 2 LENNOX RTU1=3000 NATURAL 208/3/60 FRAME LGA090HSIY 500 95 0.15 80/61 90,000 61,500 130 MBH 104 M8H 80% 41 50 103 1525 1-6 (SURFACE MOUNT SIMILAR) , �,: !: ALTERNATE HIGH EFFICIENCY RTU2=2650 GAS 2 HP CEILING I r,: -- I;: WALL HUNG, INSTANTANEOUS, NOTES: :: 11:1 GAS FIRED WATER HEATER - , REF.P1 P2 RTU-1 2 YORK DH090N10A2 RTUI=3000 500 95 0.15 80/61 86,000 61,500 NATURAL 120 MBH 99 MBH 80% 208/3/60 40 50 115 860 1-6 1 1.PROVIDE AT FLEXIBLE DUCT CONNECTION ,METAL OR "PANDUIT" DRAWBAND ON NE INTERIOR I::.1 LI ALTERNATE HIGH EFFICIENCY RTU2=2650 GAS 2 14P FLEXIBLE DUCT HELIX .SECURE 114E INSULATION OVER THE DRAW BAND WITH AN ADDITIONAL r i I i DRAM AND. i.i I: FINISHED FLOOR (I) i 2.PROVIDE BEADING ON ROUND METAL DUCT 12" AND LARGER. t; zz 3.PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO THE RAND DUCT, _ I •� DAMPERS AND DIFFUSERS . (.n 4.SAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP. W NOTES: LY 2. DIFFUSER ONNEGTION DETAIL ,WMH. I:I g G T N T 1, PREFERRED RTU MANUFACTURER 15 LENNOX.YORK IS AN APPROVED ALTERNATE. CONTACT LENNOX CORP.HEADQUARTERS (SONIC ACCT.ADMINISTRATOR 800-361-6285),OR YoW INTERNATIONAL CORP.(MARK RITZ 405-419-6531)TO MI , SCALE:NO SCALE MI SCALE:NO SCALE DETERMINE WHICH UNIT IS MOST APPROPRIATE FOR YOUR USE. MAKE SURE YOU ASK FOR SONIC'S NEGOTIATED PRICE. z .•/ 2. PROVIDE PROGRAMMABLE THERMOSTATS EQUAL TO LENNOX /HONEYWELL T1300 HEAT/COOL T'S1AT WITH NIGHT SETBACK FEATURE. T'STAT SHALL HAVE READILY ACCESSIBLE MANUAL OVERRIDE NAT WILL RETURN TO THE PRESETBACK OR Q SHUTDOWN SCHEDULE WITHOUT REPROGRAMMING.PROVIDE LENNOX/HONEYWELL # 31L55/Q1300 SUBBASE FOR 2 STAGE HEATING AND 2 STAGE COOLING AND ECONOMIZER CONTROL AS REQUIRED. PROVIDE LOCKING LEXAN PLASTIC COVER -VAC/ EXHAUST/ MUA NOTES 3. PROVIDE 100% MODULATING ECONOMIZER WITH MINIMUM POSITION OSA AS SCHEDULED. PROVIDE WITH MANUFACTURER'S POWER EXHAUST.PROVIDE SEISMIC RESTRAINTS FOR EACH RTU UNIT,WITH STAMPED ENGINEERING DRAWINGS SHOWING L-► METHOD OF ANCHORING RTU TO ROOF. D GENERAL CONTRACTOR TO COORDINATE WITH OUNER AS TO WHO WILL BALANCE NE 4. RTU HEIGHTS VARY ACCORDING TO MODEL. CONSULT LOCAL OFFICIALS TO DETERMINE IF ROOFTOP EQUIPMENT SCREENING CONSTRAINTS EXIST,AND CONTACT RTU MANUFACTURERS TO DETERMINE APPROPRIATE MODEL TO MEET YOUR NEEDS. C ENTIRE HvAC,EXHAUST,AND MUA SYSTEMS. SINCE BALANCE OF 11415 COMBINED A I� �A L AN C E SYSTEM IS EXTREMELY CRITICAL TO PROPER FUNCTIONING OF ALL REFERENCED 5. RTU'S SHOWN (REF. A-2,0.03)ON STANDARD 14" CURB. TO REDUCE Ht.OF RTU,LOWER CURB MAY 5E USED WHERE ALLOWABLE BY LOCAL CODE. CONSULT YOUR RTU MANUFACTURER FOR AVAILABLE CURB HTS. AND DELIVERY INFORMATION. UNITS,AN UNBALANCED SYSTEM WILL NOT BE ACCEPTED OR ALLOWED. BALANCING MARK OUTSIDE EXHAUST 6. ALL FILTERS SHALL BE 1" FARR( OR EQUAL )30/30 FILTERS FOR RETURN AND OUTSIDE AIR INTAKES. SERVICE CONTRACTOR MUST HAVE ADEQUATE AND APPROPRIATE CREDENTIALS, AIR CFM AIR CFM REFERENCES,EQUIPMENT,AND PROVIDE A REPORT WI114 ALL WORKSHEETS TO THE OWNER -i 500 - w F- RTU-2 430 - SONIC RECOMMENDS AABC OR NEBB CERTIFIED AIR BALANCE SPECIALTY AIR ID I S T R I ISU T I ON DEVICES SCf-4FULF TOILET E X R U S T FAN S C -4 E U L_I 928 _ CONTRACTORS.WHEN PROPERLY BALANCED,NOTIFY STORE OWNER AND MANAGER - THA1 THEY WILL BE RESPONSIBLE TO SET MANUAL HYAC FAN SWITCH ON T-8TAT TO SF-2 400 - MARK DUTY DESCRIPTION MFGR/MODEL No. MARK MFR MODEL DRIVE AIRFLOW EXT.SP V,PH,14Z MOTOR SERVICE WEIGHT REMARKS "ON" POSITION WHEN 1400D EXHAUST FANS ARE TURNED ON. EF-1 - 840 A SUPPLY 24"x24" LOUVERED FACE,LAY-1N,ROUND NECK KRUEGER MODEL 1400 (GFM) (IN W CJ SIZE (HP) O <<<<<<< EF-2 - 800 SIZE AS SHOWN ON PLANS. ALTERNATE: TITUS 1MS EF-3 4 4 GROAN L100 DIRECT 100 .125 120/1/60 130 W RESTROOM 10 BD 4 BS EF-3 - 100 O B SUPPLY 12"x12" LOUVERED FACE,SURFACE MOUNT,ROUND KRUEGER MODEL 1400 EXHAUST NECK SIZE AS S14001 ON PLANS. ALTERNATE: TITUS 1115 SEED {ice SHEETS M3 M4 SPECIFIC I ATIOI FOR KITCH XHAUST M UP AIR FANS. . VD EF-4 - 100 RAW AND FOR SPE NFORM OR ENE AND MAKE P R G, re LL, ORETURN 24" x48"FACE,LAY-IN,FILTER FRAME 20"x44" KRUEGER MODEL 558014-5FF =_ G FILTER SPACE ALTERNATE: TITUS 35ORLF1 NOTES: ACCESSORIES: z O SUPPLY 24"x24" LOUVERED FACE,LAY-IN,3-WAY THROW, KRUEGER MODEL SH 1.ACCEPTED ALTERNATE MANUFACTURERS: GREENHECK,PENN DS = NON FUSED DISCONNECT TOTALS 1155 1840 ROUND NECK SIZE AS 8WOUN ON PLANS. ALTERNATE: TITUS TDC VENTILATOR AND ACME.ALTERNATE MANUFACTURERS SHALL BD = BACKDRAFT DAMPER .Q z cr SPACE IS +100 CR1 POSITIVE.NE BALANCING O SUPPLY 18"x8" DBL.DEFLECTION SUPPLY REGISTER. KRUEGER MODEL 5885 MATCH MATERIALS AND PERFORMANCE FOR ABOVE LISTED BS = BlRDSCREEN o CONTRACTOR SHALL VERIFY NAT THE WHITE ALUMINUM.PROVIDE INSULATED ALTERNATE: TITUS 300RL z BUILDING PRESSURE IS BETWEEN 0.02 INCHES GALVANIZED STEEL 8001. 2.REFER TO ELECTRICAL DRAWINGS FOR WIRING REQUIREMENTS. a F WC AND 0.05 INCHES WC WITH RESPECT TO #1. 3-WAY DIFFUSER IS NOT AN OPTION. IT MUST BE INSTALLED. �, 3 OUTDOORS. in W Z Q Y o� v2 uJ O cm co O CC E O co,_ Q3 O p r----Q f meminiMitil_____ m_owi cm o� Z C W CV N s---- 11 w.-.-....-61.1.-.11 NOTES E'r SYMBOL ill o � � oo � � � Q o � � o � - u _ I _ ('J ROOF MOUNTED HYAC UNITS AND FACTORY FABRICATED ROOF CURB TO BE PROVIDED AND INSTALLED BY 114E MECHANICAL CONTRACTOR SEE u� x o °' ■ ,r z •MECHANICAL EQUIPMENT SCHEDULE FOR ADD'L INFORMATION. ° �- cc 00 Qa- m I . o o 1° o a2 PROVIDE AND INSTALL SMOKE DETECTOR IN RETURN AIR DUCT FOR AUTOMATIC FAN SHUTDOWN.CONTRACTOR SHALL CONFIGURE DETECTOR■ CONTROL WIRING TO INTERRUPT LOW VOLTAGE SIGNAL. `� c �'1Q3 ED LI`� F-re 7.+.-: 11) 0 0 :-1�'11/E- HR ii CD _ _ _ -_-- - _ _-- O ABOVE. 1/8"x21 1!2" CONTRACTOR- ` — - _- PROVIDE TRANSITION FROM TURN AIR DUCT. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR SEE SPECIFICATION SHEET _: -_ : = RETURN FROM IT 3 RE RN AIR DUCT/PLENUM EN DROP R DUCT OPENING AT FACTORY FABRICATED ROOF CURB IS 31- - TRACTOR SHALL • pi -- t--173 12". -'�-W.��...__�aiG-..�...--., - I r...7 i : ---1--- - ,--_L •_--I- uir� --- Vl DUCT DROP TO 30 x18" RE 60 I 2= < G - '� 12 a� `_ii , se8"� 7 S -6 FOR ADD L INFOMATION AND INSULATION REQUIEMENTS.:� .�.-T _ ■._ _ 111� ':*�� __ i 6%O ===�� ri '11■� 200 G �� :� z �I �r��i� °--. �" IL. _ �� ; _ f �� -=- I y 0 24"x48" FILTERED RETURN AIR GRILL IN LAY-IN CEILING.USE EXTERNALLY INSULATED CANVAS OR NEOPRENE CONNECTION AT RETURN AIR DUCT 0 m O � n III L��19rjj -'.�° = '7��=� - __ .,�'I ! I r- -) --1 ABOVE IF NEGESwARY FOR AL ICl�1h1ENT. _ t- 0 irm li 101 12 L- �.i��rl _-` _ i - — _ `i■) ___ I I- A d 1 ■■�►`I p..n�� — ----- — = il\ __ ■1�� ` — I— — - - -I n n !{1 rr---I `��►�/ /■1 I - .. &' _=_� Lam.,■ SUPPLY AIR DUGT/PLENUM DROP FROM UNIT ABOVE. DUCT OPENING AT FACTORY FABRICATED ROOF CURB IS 30-1/2 x21-1/2 . CONTRACTOR SHALL `� ,�i a 1�-/< 12"� T — � IiL �� TRANSITION FROM DUCT TO 30"xi4" SUPPLY - o°o p Lif i I�r■ ■ ( ''i Ilii�% : // PROVIDE TRAt R D DROP 1�L AIR DUCT,LENGTH A5 INDICATED ON DRAWING. SEE SPECIFICATION SHEET SP-6 FOR O z , N I W 650 �/� %. - II ADD'L INFORMATION AND INSULATION REQUIREMENTS. �'-i o U1 PPM AP A A I IO - i;:u PROVIDE PRF: MALE 1EOSTATS MOUNTED AT 48 AFF.EQUAL t0 LENNOX/HONEYULL T7300 HEAT/COOL T STAT WITH NIGHT SETK q �� I �1� __ .ii II �'■ �� A A { Y ACC SSI O }- , o ¢Z K I TC f I\ = I� -- Q �� FEATURE. T STA1 SH LL HAVE READILY ACCESSIBLE MANUAL OVERRIDE NAT WILL RETURN TO THE PRESETBACK OR 514UTDOWN SCHEDULE 0 it .. w w �.'!;? '•�,r�� - �, Rs ec w.li/ . REPROGRAMMING. OX/ Y 3 / AGE COOLING. PROVIDE Z o �, • u.: - - - - Iu _ � ., i WIT1-IOUt REPROGRAMMI PROVIDE LENN H WELL # �L55 Q130o SUBBASE FOR 2 STAGE HEATING AND 2 ST■ '111 f1111iEumi ii i I■111■I∎ �, - -- �,i''F, -' - I X v U itimmimmimmim ' ' _ LOCKING LEXAN PLASTIC COVER U ' ■�ii _______ 'I CEILING MOI.NTcO EXHAUST FAN TO BE FURNISHED AND INSTALLED BY NE MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR o : II 1 El V �iiii�iiiia. , aii.�iiiiiii,•iii� 'rte 2;�..�;%�� - = FAN CONTROL 'IO BE VIA LOCAL LIGHT SWITCH AND CIRCUIT. PROVIDE 4"� TO 6"� TRANSITION FROM FAN CONNECTION TO EXHAUST DUCT. SEE 0 W m o< h J �i"- Et Igo '��' �� i■111!ir�� ,- I i -- 1 rT"�� iii ii'l: 1 r► -- t ..., --- _--�1- — -- EXHAUST FAN SCHEDULE AND LIGHTING PLAN 0I/E2 FOR ADp L INFOMATION. rn <� LL,_ w ..� �� I' � �� :r��''_ % %i' 1 , ! 12"� EXTEND 6" CsALYANIZED STEEL EXHAU51 DUCT FROM FAN CONNECTION TO 8"� DUCT THROUGH ROOF. TEMINATE WITH WEATHER POOF GAP AND_._. �I�i■ ■■ � .i!. iri ► i . ..,-, [ ill 30/14 !II1 30/18 E� w/ �- - �- - ._-_-- .- I SC . SEE DETAIL 12/A8 FOR ADM. INFORMATION. DO NOT INAT XHAUST SS TH 10'- " w o w I 1 1 1 ° 0 I■r / , N'AAA' _..- _- - _. - r _- .�_ . B RD REE TERMINATE E LE AN O FROM ANY OUTSIDE AIR INTAKE. o U E S T(■r L[_ ��K �/ 1-. -- ,'■ice■ — _� 11■ ■`• „� _ N ¢w�I - © r % _� � � I i i ®' �Q ��®� ©`� �' �` Imitii `� EXHAUST F A ON ROOF TO BE FURNISHED BY THE OWNER AND INSTALLED BY THE MECHANICAL CONTRACTOR FAN IS TO BE SET LEVEL ON �� i I ;i,� _ _...�.. .,_ ;,1 ' ��.kgi,� FACTORY F • ICATED CURB FUISHED WITH FAN PACKAGE. SEE EXHAUST FAN SCHEDULE AND DRAWING SHEET M2 DETAILS FOR ADD - o o Iii '�� - -- - .. NFORM RT _`tai ��■l �1 - L_L” 1 -_ �� / :: - - . _, � I ATI• - - I ..._,°_ 12 4 IIIII Ir", U:� i, w ix _ KITCHEN EX RUST HOOD TO BE FURNISHED BY OUNER AND INSTALLED BY THE MECHANICAL CONTRACTOR SEE DETAILS ON DRAWING SHEET M2 c, 1-- E E�- IC<1 L ._ - _Alga --- - -_ r J FOR ADD'L NFORMATION. `� T i=o ' 1 5 ! i I_: G00LX- -,R NOTES: ALL PENETATIONS INTO BOXES TO BE WEATHER TIGHT (FOAM,SILICONE CAULK). INSTALL COPPER DRAIN LINE IN FZR r I ,�� ■� -S T S R A C�F. 1 \ -},\ W/P-TRAP F.6. REF. P-2.01. INSURE DOOR SEALS AE TIGHT TO TEOLD. CHECK FOR LEAKS AROUND SUCTION LINES ONCE INSTALLED.- �i I INSURED "OST CYCLE 15 SET FOR 4 TO 6 PER DAY FORA MIN.OF 30 MINUTES.•, a 1< < it �� 111 roll 12"� < 1 I 1 W ilA \l i / r BIN ;�1�.. 0 EXTEND 9"x BLACK IRON EXHAUST DUCT WITH WELDED SEAMS FRCS"I FLANGE CONNECTION AT HOOD UP THROUGH ROOF TO EXHAUST FAN EF-1 C) ■ t<[� ____- :_ I� / \I E I 11■/ -- ` -__ �.:►: MUM \ 1 L 1 -I- -� I / ABOVE. PR VIDE 1 HOUR ENCLOSURE OR 1 HOUR RATED DUCT WRAP FROM HOOD CONNECTION UP THROUGH ROOF. EXTEND WRAP ABOVE ROOF ir—t _ - 112__11�I �!� - " _`_ / L - �1 �!�!!�► PER UL LIST NG OR MANUFACTURERS INSTALLATION INSTRUCTIONS. SEE DETAILS ON DRAWING SHEET M2 FOR ADD'L INFORMATION. 6 - 2. 0 / 1 - / - - -. i` s ■1_ i :: :: :� ::50 a o 0 0 ,�, .�� O 1 \ _ SUPPLY AIR FAN SF-1 MOUNTED TO 1x1 SUPPLY AIR TAP AT WOOD. CONTRACTOR SHALL INSTALL OWNER FURNISHED TRANSITION FROM x1 TO--- mil — a— — --_--_- ___- -�_-- — - - ' — ,_ / .I� Y 10". AT FAN • CTION. SEE DETAILS ON DRAWING SHEET M2 FOR ADD'L INFORMATION. . I 1110110 p o 0 0 ® I I I ( r_ - _ - ( E1= ■a— : EXTEND 9"x'•" BLACK IRON EXHAUST DUCT WITH WELDED SEAMS FROM FLAN G CONNECTION AT u TH H OOF T T FAN - �■ - — I Q�I E WOOD UP ROUG ROOF TO EXHAUST EF 2 i __, ,� �._....._- _ ABOVE. VRDE 1 HOUR ENCLOSURE OR 1 HOUR RATED DUCT WRAP FROM HOOD CONNECTION UP THROUGH ROOF. EXTEND WRAP ABOVE ROOF I -- -- �� 1 1I 1■ _ JT - PER UL LISTING OR MANUFACTURERS INSTALLATION INSTRUCTIONS. SEE DETAILS ON DRAWING SHEET 112 FOR ADD'L INFORMATION. I _ .ter 1-�_� r --- -- -- 18 SUPPLY AIR FAN SF-2 MOUNTED TO 1"x1" SUPPLY AIR TAP AT HOOD. CONTRACTOR SHALL INSTALL OUNER FURNISHED TRANSITION FROM 1"x1" TO 0 ■ l0". AT MN CONNECTION. SEE DETAILS ON DRAWING SHEET M2 FOR ADD'L INFORMATION. > 'l, ill i 1h 16"x16" GALVANIZED STEEL PLENUM DROP FROM SUPPLY AIR INTAKE ON ROOF, EXTEND 10". SUPPLY AIR DUCT FROM SUPPLY FAN AT EACH HOOD �/ W/ TO PLENUM. PROVIDE ARVE #16 GRAVITY VENTILATOR AND CURS ON ROOF ABOVE. t-- 0 17 NOT USED. 0 C)18 PROVIDE I8"x8" DBL.DEFLECTION SIDEWALL REGISTER ABOVE OPENING. PROVIDE INSULATED BOOT FOR TRANSITION TO 12". SUPPLY AIR DUCT. P SEE AIR DEVICE SCHEDULE FOR ADD'L INFORMATION. Q z 19 NOT USED. iii kl f- °O @ EXTEND WATER HEATER MANUFACTURERS DIRECT VENT/AIR INTAKE SYSTEM UP THROUGH ROOF AND TERMINATE WITH MANUFACTURERS APPROVED V >-- Ni N VENT TERMINATION. SEE PLUMBING EQUIPMENT SCHEDULE FOR VENT SYSTEM MANUFACTURERS MODEL NUMBER ADD'L COMBUSTION AIR NOT O I- ° REQ'D. N '�VAG 'LAN z SCALE: 1/4".11-0" 8 Mir (1) W ch 0) IT, *NOTE: REFER TO DIVISION 15000 MECHANICAL SPECIFICATIONS ON THE SHEET �� DIMS DS ("SP")FOR ADDITIONAL INFORMATION. ONLY < v' NOT APPROVED WITH THIS PERMIT °L M l oa _1- O-x DWG: —�'&JL/JH JUIRVL.1� 14,0'• .• 33 ,, '0 E #--- : KV= 4 : /• ,OREGON 23 I LE —CO ce ,,, ll "75" - AT CRISt 1 1 1 1 EXPIRES 12-31-11 Kv= +YF1CAI I A I I O\ 20" --- 7" 9" ----- 33" . 1 1 L. 1 1 I 1 I 1 t —::- 5" ( , UP-BLAST EXHAUST FAN ON ROOF V 11 O 7" 8"i /I `,i �r l HINGED SIDE OF CURB MIN. 40" TO FRONT OF BLDG. 33» 16 GA. GALV. DUCT TRANSITION FU1 1.aI:IEi ,,,� C O 0 0 0 0 E .0 5Y OWNER INSTALLED Y M . (FULLY la I / \ WELDED MITERED COMERS) 25" ' 22" tiiiii 0 .. Cn ;: FLEX DUCT FLEX DUCT _ _ RAN TO VENT AN TO VENT j N. ::: _ _ ON ROOF R ON ROOF :Iii r 0 • W a ; ii �-CAPTURE-JET CAPTURE-JET 0 FAN FAN z PROVIDE FIRE - �� /�; ;': . -- 10» -- Q DUCT WRAP AT THE TYPE . I HOOD DUCTS TO lull= I/MI'' `: Cn w PROVIDE A MINIMUM 1 HOUR RATING. DUCT 2 KVL &RfLE HOOD SIDE A• 117 FLAN VIEM WRAP TO COMPLY WITI-I ASTM, NFPA 4 LOCAL pi 1 M2 SCALE:NO SCALE CODES. PROVIDE Y PRODUCT SUCH AS 3M OR EQUAL. t _ w 1 1 0 DEL : KV1 . I- \\.,I I II ci 33" - F1YE -QQt) 23" 1 1 1 ig I I 1 1 72" O ««aaa 0 P 1 I 1 60" 60" 18.5" - 7" -- 9" ---.-.. 31.5" A .F. AF.F. i 1 6" m- w F SANK GRIDDLE 5" o al FRYERS `/ '- z cc 0 11" 0 I 0 O a W I �" onLu LI 7" v3 ZAD I FLOOR , , Q J Q .__M1 . . N -__ E .. 11111111I ME 1 t 42» 1 33" In z w Z.i 0 O 0 0 0 0 X o LLI F1E W4F O E 25" Li °' c c° E (IF ALLOWED BY LOCAL CODES) 22" ¢ N op n o w op Z c o.: z co � c. cciDc000 Q o � � zo 00LI Q 'E- Ccp Q m J ET- ES C FS CD U m ,.._ KVL —YF1CAI II A I I0\ ° u -BLAST EXHAUST FAN ON ROOF a FRYER E R' HOOD SIDE AND FLAN VIE 1 M z ` 0 if t P �. ,_ 0 ry r $ ea: M2 SCALE:NO SCALE 1 or (..) Q = vT z wog HINGED SIDE OF CURB , O , N w o MIN. 40" TO FRONT OF 51-DG. ' r°Q Li� zQ � 16 A. GALV. DUCT TRANS1T1ON - - . ,s 0 Z U © �1 5Y OWNER INSTALLED 5Y M.C. (FULLY Z r di w a .. Cn o?� / \ WEDDED MITERED CORNERS) �.-> 0 O 0 Q o w z 4. poi I I I ` \ � \ � � � � � / � � � I It FAN INFORMATION TA L_E O o �, w 0 Q 0 O moz / _i v_... FLEX DUCT FLEX DUCT TAG EF-1 EF-2 SF-1 SF-2 `� < °Q w ( o o ---- RA N TO VE NT RAN TO VE NT QTY 1 1 2 2 � W z(o ON ROOF ON ROOF -- r o w°w 3 € SERVES GRIDDLE FRYER GRIDDLE FRYER cv a=r CAPTURE-JET _ ,,, EXHAUST EXHAUST SUPPLY SUPPLY o iE CATUE JErt' } + CFM 840 800 X25 X00 I FAN FAN I I g s. .W „ „ „ „ 4 o-) i_hz.- � P .C� 1 1 1 1 t — 1 51'-IEET OF 3/4" GYPSUM �- , I�' !, FAN RPM 1400 1315 2500 2460 II O i-- L,..,° I R 50ARD (SEARING THE ��_ UL CLASSIFIGAT(ON H ' 1/2 1/2 280 WATTS 242 WATTS a VOLT/CY/PH 120/ 0/1 120/ 0/1 120/ 0/1 120/ 0/1 ' MARKING) APPLIED F.L.A. �.8 1.8 233 2.1 ..f( VERTICALLY EACI4 SIDE I I I I OF 1-5/8 WIDE x 1-1/4" 1 1 MFR MODEL ILG ILG KANALFLAKT KANALFLAKT 0 DEEP 25 MSG GALV. O 1 U5CA-12 U5CA-12 K10XL K10XL METAL STUDS AND DSS,HVRC, SPEED CONTROLLER SPEED CONTROLLER RUNNERS WITI-1 1-1/4" TYPE Ds�x51-IVRG S SCREWS SPACED 8° ' ACCESSORIES DUCT ADAPTER DUGT ADAPTER GRAVITY INTAKE VENT GRAVITY INTAKE VENT O.C. PERIMETER 12" O.C. 1 _ W/ RC PF W/ RC PF - i ! 1 FIELD, WITH SIDE JOINT WEIGHT (L5s) 100 100 _ 14 14 SCREWS OFFSET "- INTERLOCK INTERLOCK INTERLOCK INTERLOCK COVER JOINTS WIT1-I NOTES W/ _1 W/ SF-2 W/ EF-1 W/ EF-2 FOR MORE INF�JRMATI4N COMPOUND AND PAPER I CONTACT MARK MCGRATH OR MES1-I TAPE, AND Ds = NON-FUSED SERVICE DISCONNECT RC = ROOF CURS I SGREWHEADS WITH JOINT G5 = GREASE 80X PF = PERMANENT FILTERS ® JD HIGGINS CO. I ( 0 COMPOUND. TYPICAL I-IVRC = WINGED-VENTED ROOF CURS > kl ® 800-772-5452 in ALL SIDES OF DUCT — 60" 60" FOOD INFO '.MAT ION TABLE C/ 5ETWEEEN ROOF DECK 1 A.F.F. A .F. 1 C 0 AND VENT HOOD. (UL �____ HOOD FILTERS TYPE LIGHTS SWITCH PANEL CEILING CLOSURES FIRE SYSTEM (---) DESIGN NO. U496) NO. QTY. HT LEN QTY TYPE LOCATION # OF SWITCHES HEIGHT # OF SIDES TYPE DESCRIPTION � SANK GRIDDLE FRYERS GRIDDLE 3 : :: 0" KA - - - 2�4" 3 I 1 3" 11" PIPE / NOZZLES -- 3 13" 20" HOOD (1) FAN R-102 DETECTORS Iii COMPLIES: FLOOR , ' FRYER 1 13" 12" KSA - - •- LEFT (1) PILOT LIGHT 24" 3 vfIIIIIIBIKIIMILII.11k.vf411LVIIIIMIEIM 111lMIIIIILgglaolltllMILIK141L1111kfilk C H00 D INFO RM AT I ON TABLE (f) 0 Z F I IRE C—ASE 0 O\ AIR FLOW REQUIREMENTS I 0 F.6 `11 (IF ALLOWED 8Y LOCAL CODES) > D MODEL LENGTH QTY SIZE MATERIAL TOTAL STATIC EXHAUST COLLAR TOTAL STATIC SUPPLY COLLAR HOOD tilaitr:try 0 m L W H TYPE EXHAUST PRESSURE QTY SIZE SUPPLY PRESSURE Qty SIZE WE f GHT �, L W L W (TOTAL) S-E E T - GRIDDLE KVL 15" 1 15" 33" 42" 18 GA. 304 S.S. SAO .34" 1 9" 8" 425 .30" 1 I" 1" 320 Lys © o 1 E XHAUST DUCT/H00D SE CT I ON M2 WHERE EXPOSED REFERENCE CE C I L U M2 SCALE:NO SCALE FRYER KVL 12" 1 12" 33" 42" 18 GA. 304 S.S. 800 .52" 1 9" 6" 375 .10" 1 V •450 Lys NOT APPROVED WITH THIS PERMIT !laS WHERE EXPOSED 8 a. D WG: �Uuvu� - ��Jwu9 (10-- PR();s�GIN t r 1 I- 1 r 1 tV 14,,86 ' if / OREGON Summary Page Hood Test Report �4T CRIs��r O Project: TIGARD, OR Project: TIGARD, OR EXPIRES 12-31-11 Project: TIGARD, OR System: Location: Design Actual Design Actual RTU-1 Grille Hood The data presented in this report is an exact record of the project's system performance Supply Supply CFM on the test date. Data was obtained in accordance with A.A.B.C. Standard Procedures by a certified A.A.B.C. Technician. Any variances from design quantities which exceed Outside Air Exhaust CFM A.A.B.C. tolerances are noted throughout this report. Supply S.P. The air distribution systems have been tested and balanced, and final adjustment have RTU-2 Exhaust S.P. been made. Air flow rates were balanced, within specified tolerances, of —5 to +10% air distribution and 0 to +5% on exhaust. Supply U) Outside Air Fryer Hood z Warranty is limited to one (1) year from the date of the final test. Within that time 0 frame any discrepancies, ambiguities, or omissions found within this report will be Supply CFM (7 retested, adjusted, or balanced as deemed necessary. Discrepancies, ambiguities, or ----- EF-1 Exhaust CFM omissions will require written notification. Warranty certificates are available upon request. W EF-2 Supply S.P. SF-1 Exhaust S.P. 0 z SF-2 <t REMARKS: (/) w Submitted by: SF 1 + SF 2 + RTU 1 0/A + RTU 2 0/A — EF 1 — EF 2 = A D (f) + + + — — = A (f) Test and Balance Engineer: The store is POS/NEG (circle) A CFM Remarks: Signature: Remarks: I- <L Date: 0 Registration Number: O <<<<<<< z Seal: lc\ L mcj Zw; -- w>- - z"' C!1 �J W D U w Ill 111 _ cc W V T .--- W U o L7 w Zp U U U a JQ a� .z iiiii "4 Z Technician Name: Technician Name: Y n Test Date: > ° — CD o ° Test Date: .� LU 6' � 0) U-1 CD ccc5c co co C) ( CD © o E CD cC L J L J < cpwxo � z 0 ROOF TOP TEST REPORT OUTLET TEST REPORT Project: TIGARD, OR Project: TIGARD, OR ir‘ O �c 0 0 :0z< Q O System: System: 0 >� z N W cezo Design Air Preliminary Final Air Percent of Ch IL1 16 > o UNIT DATA TEST DATA Design Actual Outlet a_ Hi > w J Make Total C.F.M. # CFM Air CFM CFM Design O CD z O , _ Model Outside Air C.F.M. 1 . o a v) # 0 0 0 Q °U= Serial # Return Air C.F.M. U _ Z .4 -t- .,--- Fan Sheave Make Des. DB Des. WB Act. DB Des. WB W < U) O S c°oz m Q ��E Fan Shve Diam./Bore Outside Air Temp P-z> * of Belts/Make/Size Return Air Temp i o z o W a) oho 1 Sheave C.L. Dist. Entering Air Temp _ 1 I V)I Filters/Type/Size Leaving Air Temp _ co Q°'o Air Delta Temp o� 1 p (3.) el F- a oiS MOTOR DATA TEST DATA Design Actual _ _ � , N __ WWI iJ 02 a° Make/Frame Volts _ 6, E H.P. Am s NOTE: >-- . p The Test Report sheets shall be cut from the drawings and duplicated as i 4,)3/4 Q c R.P.M. Fan R.P.M. needed. All data fields must be filled in. All information and data must O be typed or in legible printed handwriting. The final report shall be four Volts/Phase/Hertz Design _ Actual (4) copies, certified, and bound. Reduced size drawings must be included F.L. Amps/S.F. Total S.P. in the final TAB report. Sheave Make External S.P. . Sheave Model # Discharge S.P. z Sheave Diam./Bore Suction S.P. I Operating Diameter Filter S.P. ( I 1 Z 0 Coil S.P. > 0 REMARKS: REFERENCE ONLY o at NOT APPROVED WITH THIS PERMIT 0 cp .4 •• 0 _ W N AC V Outlet Totals F--tu N REMARKS: 0 5 U N U U Z ce M ok ok (,) .... ,„,„) Technician Name: Technician Name: m. SHEET Qrn Test Date: Test Date: © a M3 I L I L J CO �x DWG: aVYVYb ayviw ___ O P 1' ils.,?,I- 1 r- --1 k7 14,0'6 ,OREGON l' l fr41 fl gie FAN TEST REPORT VELGRID REPORT Sonic Drive-In TAB Procedure � r �RZSA�� 0 Project: TIGARD, OR Project: TIGARD, OR EXPIRES 12-31-11 Fan # The entire system must by fully operational: Outside doors closed, RTUs running, outside System: air hoods installed, filters installed, balance dampers fully open, all outlets installed Location (including the 3-way diffusers), exhaust fans running, proper EF to grease duct Service Width: Filter Area Design Actual transistors installed, grease filters installed, and supply fans running. Manufacturer Height: Sq. Ft. Vel. C.F.M. Vel. C.F.M. 1. Roof Top Units Model # 1.1 Record all units data, motor data, and design data on the Roof Top Report sheets. Serial # Position 1 2 3 4 5 6 7 1.2 Set the outside air volume close to design. 1.3 Place the units in cooling mode if the season allows. Motor Make/Frame 1.4 Read all of the outlets using a calibrated flowhood. Record as preliminary on H.P./R.P.M. the Outlet Test Report sheets. 1.5 Proportion the outlets to the design flow rates. Volts/Phase/Hertz 1.6 Adjust the RTUs to deliver design air flow. F.L. Amps/Service Factor 1.7 Read all of the outlets. Make adjustments as necessary. Record final U) readings on the Outlet Test Report sheets. Z Fan Sheave Make 1.8 Record all actualperformance data on the Roof Top Test Report sheets. V) Fan Sheave Diameter/Bore 2. Exhaust Fans (Rest Rooms) j 2.1 Record all fan data, motor data, and design data on the Fan Test Report W Motor Sheave Make sheets. U= Motor Sheave Diameter/Bore 2.2 Read the exhaust grille. 2.3 Record the exhaust inlet volume on the Fan Test Report sheet. Motor Sheave Model # z Z 3. Kitchen Hoods (Halton) Operating Diameter 3.01 Record all fan data, motor data, and design data on the Fan Test Report V) Number of Belts/Make/Size sheets. W 3.02 Record the static pressure at the test ports using a digital manometer. to Centerline Distance 3.03 Plot the static measurements on the manufacturers curve provided in these V) TEST DATA DESIGN ACTUAL DESIGN ACTUAL drawings. -- 3.04 Adjust the exhaust flow at the exhaust fans. Total C.F.M. 3.05 Reread the static and plot on the appropriate curve. Make adjustments as • necessary. Repeat. Fan R.P.M. 3.06 Record the exhaust flow rates on the Fan Test Report sheets. 3.07 Record the exhaust flow rates on the Hood Test Report sheet. I- Total Static Pressure '� 3.08 Adjust the supply flow at the fan speed controller. Q Discharge S.P./Suction S.P. 3.09 Reread the static. Make adjustment as necessary. Repeat. 0 Voltage 3.10 Record the supply flow rates on the Fan Test Report sheets. 3.11 Record the supply flow rate on the Hood Test Report sheet. Total F.P.M. # of Readings Average Velocity Duct Area C.F.M. z <1414<3<14 Amperage wit c) Remarks: w~ w>- -- ZC/3 C/1 -_..„ T REMARKS: T T i,„ (9 .--- z cr UJ W w `i w f- 1- a aw : 1- C3 p U U -z u NOTE: J Q 4 4 The Test Report sheets shall be cut from the drawings and duplicated as w "D needed. All data fields must be filled in. All information and data must 4 fi i Technician Name: Technician Name: be typed or in legible printed handwriting. The final report shall be four x o U DLLI(4) copies, certified, and bound. Reduced size drawings must be included n Test Date: Test Date: in the final TAB report. >, o w o w 0) Z c . ~ ZNCO = •� a: z E L J L J J o � °O < Q .m r 1 r 1 r 1 QE m L,• a a m Co ° Q a RECTANGULAR DUCT TRAVERSE REPORT ROUND DUCT TRAVERSE REPORT 0 Model Balancing of The Capture-Jet Hoods KVL 9 P j Exhaust Air Flow vs Pressure Differential Project: TIGARD, OR Project: TIGARD, OR W II (CFM) (in. H20) z O 0 ri p 0 System: System: < z woZ ~ Q ,n CY_ UON I o Width: Duct Area Design Actual Size Duct Area Design Actual '!L I The capture-jet ture- et and exhaust air flows are �- W � 'j > az p j tYo +- ,1) ;b Height: Sq. Ft. Vel. C.F.M. Vel. C.F.M. Sq. Ft. Vel. C.F.M. r easily and accurately determined by o � 0 O p ?�q• Vel. C.F.M. ,___l. s measuring the pressure difference from the U z .4 '`, a0w Position 1 2 3 4 5 6 7 8 9 10 11 12 13 T.A.B. ports mounted in each plenum. z r t6 °c�� Position 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Corresponding _ 0 v U Bc,w Corres ondin air flows can be read from C0 z 0 u� `� ° the diagrams provided in this catalog. Z . -- L oo< O O W w0a 1 AIIII (n O 46. Q oz 75" (GRIDDLE HOOD) 0 cr) ZE 2 2 �� © zcWno 3 p wow 3 .30" ��1.0■1•��►""��1■amor a N I i=o 4 4 --------0/ -11�----1 00 z _ -0.0■-----11 ■�0��0■0010►.� 00 3 8 o ggg , Z I Cr) = 5 __■�_1�__1111� ��11111-1.1• 1111...........mis......... .25. NNNMIIIIIIIIIIIIIIIIIIIINIIIHIIIII...4111111111111M1111111111MHMN 6 6 m1l1•mommum ummumi 0■mai S I- 160 zo 7 I I 1 1 I I I I I 1 .20 .-____I.........1..... 7 " NI0■��M0■��1•/I��Mt•�� C 7 0 i ----=----mmoim M Capture-Jet Air - 50 cfm = .21" (inches H20) �►-� $ 8 0■-0■------man mmoo an A • - _ _ ____ _ _ _____. 1 GL 9 J .15" .1.111111111111111111.•111M IMUM0■MIN0■IIIIIIIIII t•0MEIM1011111111%111110■11110110111111111MI0INII0II001IIIII 0 1I1II1I�■1- -------0■----- 10 10 ---- -- mmimmu ------ . 1■I111DG1111■1111111111111111111111111111■1111111111111111■1111111111111111111 11 11 •10" iiiiiiiiiiiiiiiiii� • 11110111111•11111111110111111111111111111111111011111111111111111111111111111111111 12 12 ■ onommo11■omu11mumm mmoo 13 .05" ■�II��1■111■I��Ir111•�11�1��11.111111�1• J 1 3 510 570 630 690 750 810 870 930 990 1050 1100 14 I 15 I I I I 0 72" (FRYER HOOD) ONLY > 0 .30" 1111111111111111011111111111111111111111111/'"''411111011101111011110111■11111111// Hi Total F.P.M. ---- �0�� o�■IoII�rM�r NOT APPROVED WITH 'IIIS I'ER ✓TT ' C/ 0 # of Readings Average Velocity Duct Area C.F.M. Total F.P.M. # of Readings Average Velocity Duct Area C.F.M. mum�amou ■■mmmo�■�-'M� .25" ---- -►.J----- -m C2) 1111111■11111111111111111111111111111101111111111111O111I•/E11111111001 IIII---1INI■IIIIIII__1•!•_1111RE_1■IIIIIII11111_ 1 ...II..1■.■.------a.-.. t/ .......rulm1•mmummum. Remarks: Remarks: ---��11II� '20 ■IIIIIIIIIIii•IIn11111111.111i1I111111111/II■I111IIEI■1111.1Mall Capture-Jet Air - 48 cfm = .21" (inches H20) CD 4 .i...i....II......�I...�.�� D_ t-- V W W .15" -0010010■ 001-001---0�-000�0�� 001��0��0010010■�I.001�001001 >- N u1 ____..01�--0•----.�.1-- 0 I- C = = 2 --/!/mmimm mmmus u NZ%----001-0 001----- o 1- 1- 1- 10" rii0111■I.1111111■111■1111I-IIII11■11III11111-1111111111111■1 (1") U V U 0 u ____1��0■_1111___0■_■111■I__ 4 ok ak 1111111111111111.11111111111•111111111111111111111111111111111111111111111111111111111111111 CO ____r��_________ 0 .05. IIIIIIIIIIIIIIIIIIIMIIIIIMIIIIMIIIMIIIIIIINIIIHIIIIIIIIIIIMIIIIIMIIIIIIIIIIIIMI w C' 5 10 570 630 690 750 810 870 930 990 1050 1100 - P., ¢ Technician Name: Technician Name: °° 1 SHEET F-- rn Test Date: Test Date: 4 d U LLJ 0 M 4 ,_. I'3 L I L 0o I I n-X DWG: ', r'ti 'ir..✓m e1,40), 4,,*86/ SC - UL /t' t / OREGON cg 19 /MECHANICAL SYMBOLS FLUMING F I T , E E `e, 26. . CRISP SYMBOL DESCRIPTION SYMBOL DESCRIPTION MARK DESCRIPTION MFG./MODEL No. 55 V CIUU NW REMARKS• --SS-- SANITARY WASTE BELOW GRADE -M---t- GLOBE VALVE(STRAIGHT 4 4N4LE) P-i WATER CLOSET - 14DCP. 1S AMERICAN STANDARD 4" 2" 1/2" - w /BOLT CAPS,WHITE,OPEN-FRONT BENEKE EXPIRES 12-31-1 1 ---V--- PLUMBING VENT -t ---- - AUTO.CONTROL VALVE(STRAIGHT 4 3-WAY) FLR MNTD,TANK TYPE CADET II 2216.143 SEAT,WITH COVER CW DOMESTIC COLD WATER -ill--II- UNIONS(SCREWED 4 FLANGED) ALTS: KOHLER K-3421 —Al— DOMESTIC HOT WATER(140deg) -D—p-- REDUCERS(CONCENTRIC 4 ECCENTRIC) CRANE 3-854/3-I53E G NATURAL GAS C.42.0 -GOA CLEANOUTS P-2 LAVATORY - WALL HUNG AMERICAN STANDARD 1-1/2" 1-1/4" 1/2" 1,2" w /149031214 FAUCET WIN WRIST EL.HNDLS.AND CD— COIL CONDENSATE DRAIN C ROOF DRAIN,FLOOR DRAIN,AREA DRAIN COMRADE 0124.024 GRID DRAIN PROVIDE "TRUEBRO" #102 INSUL. Da GATE VALVE WALL HYDRANT,YARp HYDRANT,HOSE BIBS ALTS: KOHLER K-1129 KIT AT SUPPLY 4 DRAIN.Hai Cirtie_ _ CHECK VALVE I- ,h FIRE EXTINGUISHER(WALL 4 RECESSED) CRANE 1-165-V ORS PROVIDE MIXING VALVE SET AT 105°F. —101 COCK OR PLUG VALVE (1)---.111, THERMOSTAT(ZONE OR UNIT 8Y SUBSCRIPT) P-3 MOP BASIN FAUCET T46 BSS - - 1/2" 1/2" WALL MNT.AT 30" AFF. INCLUDES VACUUM MODEL 8-0666-R6H BREAKER,4 ROUGH CHROME FINISH U1 WATER LINE aim FLEXIBLE DUCT COI+NECTION ALTS: ZURN Z-841K1 0 SHEET NOTE DESIGNATION VTR PLUMBING VENT THROUGH ROOF CHICAGO FAUCETS 891-RCF 0 EQUIP. DESIG.- SEE EQUIP. PLAN FOR REQ. O.A.,R.A. OUTSIDE AIR,RETURN AIR P-4 INSTANTANEOUS,GAS FIRED RINNAI 2532 FFU "C" - - 3/4" 3/4" 180,000 BTUH NAT GAS INF.,8.5 GPM 49100 M:c.,E:c. MECHANICAL CONTRACTOR,ELECTRICAL CONTRAC. WATER HEATER WIN RIK-F FLUSH KIT 4 INSTRUCTIONS, DEGREE RISE.DIRECT VENT TO EXTERIOR(5") I j GC.,P.C. GENERAL CONTRACTOR,PLUMBING CONTRACTOR RINNAI FLUE ASSEMBLY,AND S F SUPPLY FLOOR CONTROLLER U") R C RETURN MLLE CEILING P-5 HAND SINK FURNISHED EY OILIER INSTALLED BY 1-1/2" 1-1/2" 1/2" 1/2" FAUCET EY OWNER 0 E R L EXHAUST REGISTER LOW PLBG.CONTR. PROVIDE MIXING VALVE SET Al 105T. U D D 71 DOOR N TRANSFER DIFFUSER H1GN P-6 UTILITY ROOM FAUCET T45 BRASS MODEL 8-0614-RGW - - 1/2" 1/2" MNT.AT 36" AFF. INCLUDES VACUUM BREAKER j ' P-1 URINAL - WALL 14UNG - ADA AMERICAN STANDARD 2" 2" 1" - w /SLOAN ROYAL 186-1.0 FLUSH VALVE.WHITE. I BD. BALANCING DAMPER WASHBROOK 6501.010 AFF. ABOVE FINISHED FLOOR ALTS: KOHLER K-4960-ET n DEL RIO 1390 Q •NOTE: NOT ALL SYMBOLS APPEAR ON DRAWINGS. ' 14B-1 HOSE BIBS WOODFORD MODEL 24 - - 3/4" 3/4" w/VAC. BRKR ALTS: MANSFIELD 4426 w NIBCO VO089OT 148-2 1405E BIBS(ROOF) WOODFORD MODEL Y-2 - - 3/4" - PROVIDE WIN BACKFLOW PROTECTION, Cl) OR APPROVED EQUAL. AUTOMATIC DRAINING,AND FREEZEPROOF U) FEATURES. R.D. ROOF DRAIN WADE W-3004 4" - - - w/C.I.DOME 4 DECK CLAMP, ALTS: JOSAM 21500 ZURN Z-121 W F.D.(A) FLOOR DRAIN WADE W-1103-STD 5 3" - - - w/SATIN BRONZE TOP. Q I I ALTS: JOSAM 30000-E ZURN Z-310 a FD.(B) FLOOR DRAIN WADE W-1103-STD 5-21 3" - - - w/SATIN BRONZE TOP, 4 SED.BUCKET. ALTS: JOSAM 30000-E 0 l<-<C a�1 ZURN Z-310 z F.S. FLOOR SINK WADE W-9113-15-21 3" - - - 8"x8"x6" G.I.FL.SINK w/BED.BUCKET. AND HALF ALTS: JOSAM 49000 GRATE. m ZURN Z-1910 � �w zIt CD. CLEANOUT WADE 6004 NH, 1 4" - - - W/SATIN BRONZE TOP - w ALTS: JOSAM 56040 __ ZURN Z-1400 '�' ° t•-- z M.B. MOP SINK(CONCRETE SEE ARCHITECTURAL DRAWINGS 3" 1-1/2" - - GEN.CONTRACTOR TO PROVIDE RECESSED � W 3-71C RECESSED) CONCRETE BASIN FOR MOP SINK FLOOR DRAIN. ° CC zo cn FP.H.8. FREEZE PROOF HOSE BIBS JAY R.SMITH 5509-PE - - 3/4" - w/VAC. BRKR F d ALTS: JOSAM 11050 _, ZURN Z-1310-4 w _4iMi - _ fii --1 TD. TRENCH DRAIN ZURN Z-661 3" - - - Z- 1-ES 15" EXTENSION SECTION_ (SPECIFY NUMBER OF SECTIONS REQUIRED) UI !I- I MX-I MIXING VALVE SIMMONS - - 1/2" 1/2" SET AT 105'F :11-1 ° �, ° � o 11 �I _3"FD ® � °' � � z� ° cr' c`' v � 0,000 r° �' � oo - =°tt".,V�—TI-- ° _ Q = P — - co 65 ,_ co 11 -��!_ .��.r:1 I "I I 1 it I ' --- _ v.- -lr '' - -- -_..._ _ � - .- - __ 1111/140 0.% L` -- I o � /•o O LI 2V Z T 0 0 c.)c: cr3.1 44 /o ©2Y -- 1 PREPARATION �.::- - $ FREEZER < r z.......1._I \, 0.. 311 I 104 j 6tt TD. ! % E - ��„o o 1 - f I o, o0N ► �1 Q A' ®,-_A _ i i I�11 C I F 0 REFER To CIVIL REFER To CIVIL O N w o. ,III 1!I I I!I I I I I I f o i DWC:S.FOR GREASE DWGS.FOR o- 4 u I ! 3" 6" ,D• ' �I - j A IN N BOX 0?� 2" VENT TRAP LOCATION. CONTINUATION. f—` p ° ; __..__ _ 1111111111111111 ill 3 3 / - U a Zz- U(-1------ cc, LA I 102 - - -- - - - O-- O //////tz. ./. /////////////////////////////h /, - - I U O >.0 Q o ,�, - - -- _J CAR HOP COUNTER - I I ■ ■ �-' z�P-5 p•. 000 ;I 1 ® 4n Ott Q o 7- L7 GU) GREASE TRAP O w CO.Z 3 �' I! I - 1 _ °- I V a 1 3tt 3"FD ® I V 4" 4'"- ,Q (1000 GAL.TYP.) el Q a LL 01 .+_ ]o -- -r-2"V . •! I i I - - I 1 3 Rc; 'EIVING o �5�_ II I w .� 2Y 2v C, waw kr / REFERENCE ONLY T ,-=- - ____=J .--r. 2"V s , L I L _ �- - - . -I = CO - - - - - 0 R1 NOT APPROVED WITH THIS I TR.\�1TT �� mZ O 9 go.4.: om •"1"1"1"' ...NZ 4' - --z- I I - Q .ai ' ■ 05 I 3 8 y a�O��A G E ii P-5 � NOTES ' ' SYMBOL i I I is i I Wtt • tt / \ t _ 6„ T.D. , 1 3� l�) _I3 / _ _ `3 _ 1 4"RD.,DOWN IN MECH.RLITHRU SLAB AND OUT TO DISCHARGE THRU FACE OF CURB AT DRIVE-T14RU UNLESS NOTED OTHERWISE. U 1917 0 0 0 0 i-: \ / — f=�\j O I 3ti — — -� 3` D 1 T� � ---_-- 1 -4't \ x e'EFETO CIVIL D $ FOR CONTINUATION.-- ------- - - i , I I 2�VX 0 -- I �_ 2, NOT USED — :== [___ __1 I I 1 11 - C-1------- ----L■wa/ Q . - --/, ,--._L_1 . _ _ _, , EF.0000 --- ) ) CO o 2"Y ® PROVIDE VAPOR SEALS AT ALL FRZR/COOLER PENETRATIONS O 4 OFFSET 2" VE NT FROM TOP OF WASTE PIPE AT NO LESS THAN 45 Z P-4 FOR NO LESS THAN 6" PRIOR TO TRANSITION HORIZONTAL. I I I p EXTEND TO/UP INTERIOR PARTITION TO VENT SYSTEM. > 0 Q IF REQUIRED EY CODE,PROVIDE 3" FD.CENTERED IN UTILITY (IO9X SLOPE FLOOR TO DRAIN. EXTEND DRAIN LINE TO TIE INTO CL N M.S.DRAIN LINE. O I 1:7 RAIN kMASTE AN VENT FIFING PLAN ilk ci NOT USED. n / SCALE: I/4"=I'-O" (Y 3/4" COPPER CONDENSATE LINE FROM WALK-INS TO F.S. C IL- 1- ice.' 1" CD FROM BTU'S ON ROOF. DISCHARGE IN FLOOR SINK Z f-- 0 ® HOLD CONDENSATE LINE TIGHT AGAINST BACK OF FRZR/COOLER I"' 0 0 O BOX U "' LJl Z O W a, 0> Q U S- EET U c'j% *NOTE: REFER TO DIVISION 15000 MECHANICAL SPECIFICATIONS ON NE P1 r--- SPEC 01.45 ("SP")FOR ADDITIONAL INFORMATION. ° n..>* DWG: /1nr: r .., 1 — UL\"ILI �J�1 JLI ------, �, D PR°P , , i,,,G I N,E44),.s,j0 14,086 14 la 4- :• 1 ' `�J, Y 26, 19 0 �/ HIV CRISA� o WATER SERVICE CALCULATION FIXTURE PUBLIC USE ASSEMBLY TOTAL HOT COMMENTS EXPIRES 1 2-31-1 1 QUANTITY FIXTURE UNITS QUANTITY FIXTURE UNITS WSFU WATER (WSFU) (WSFU) 0.75 . _ NOTES: WATER CLOSET(FLUSH TANK) 2 2.5 3.5 5 0 HOSE BIBB 3 1 1 4.5 0 (1.1 3/4" SCHEDULE 40 SLACK IRON PIPE AT A MINIMUM LAVATORY 5 1 1 5 3.75 WASTE CALCULATION to‘/5 ``' 1/4" PER FOOT SLOPE. SINK 2 1.5 1.5 3 2.25 ,, 1 USE NIGH TEMPERATURE PIPE SEALANT ON MALE FIXTURE PUBLIC USE ASSEMBLY TOTAL COMMENTS 3/� P THREADS. MOP SINK 1 3 3 3 2.25 _ QUANTITY FIXTURE UNITS QUANTITY FIXTURE UNITS DFU (DFU) (DFU) '� USE "T'S" WITH PLUGS WHERE INDICATED TO URINAL(FLUSH VALVE) 1 5 5 20 0 4,, �� ``� �� FACILITATE DRAINING AND CLEANING OF TOTAL WSFU 40.5 8.25 WATER CLOSET(FLUSH TANK) 2 4 6 8 ,- `� '' THE PIPE. TOTAL GPM 24 8 FLOOR DRAIN 12 2 2 244` LAVATORY 2 1 1 2 4s+ ALL PIPING MUST 8E INSULATED. ■PRESSURE CALCULATIONS: DISTANCE PRESSURE COMMENTS SINK 3 2 2 6 Off' 3/4, 11415 RISER LAYOUT IS DIAGRAMMATIC AND WILL 0 NEED TO BE ADJUSTED RELATIVE TO THE ACTUAL - (FT) (PSIG) MOP SINK 1 3 3 3 3/4u P NEED OF NE FRYER AND GREASE — f tAltr I A. MINIMUM STATIC WATER PRESSURE AT STREET N/A 100 URINAL(FLUSH VALVE) 1 2 5 2 ' C '�NIC S�` CONTAINMENT TANK W TOTAL DRAINAGE FIXTURE 45 IS�I Ch B. PRESSURE LOSS AT METER N/A 5 � N� PIPE SLOPE(%) 2 AT Aka ti 1`{ IN C� C. PRESSURE LOSS AT BACKFLOW PREVENTER N/A 8 ( ) X11 Ci'I D. PIPE DISTANCE FROM STREET TO RISER N/A MAIN SIZE(IN) 4 S� A aW S Q S AI 1r2" Vlb QCATi II NN Ntus M E. PRESSURE LOSS IN PIPING (4'/100'X.434=PSIG) N/A 0 1 NOTES: '1 L�'FSS M 1 plpl ►41 TON Sit �� w F. ELEVATION HEAD LOSS FROM STREET TO RISER 0 L ' R D G. PRESSURE AT RISER (A.-B.-C.-E.-F.) N/A 75 2 '`�1Ib k I NI% C.'I (,/) H. PIPE DISTANCE FROM RISER TO REMOTE FIXTURE 100 N/A C "' ; I I. PRESSURE LOSS IN PIPING 4'/100'X.434=PSIG) N/A 3 1 I'�bl 1.( ) _ Crl CTS � : J. STATIC HEAD LOSS FROM RISER TO REMOTE FIXTURE 3 1 '`'c C _ ' 1' 1�` kl LLI K. PRESSURE AVAILABLE AT REMOTE FIXTURE G.-I.-J. N/A 71 `�•A r ° 1 ' 1-- ( J.) • - INM �- -� R Q L. MINIMUM PRESSURE AT REMOTE FIXTURE N/A 40 �' CI) SERVICE SIZE(INCHES) 1-1/2" 0 <<<<<<< NOTES: �../ 1 TOTAL EQUIVALENT PIPE LENGTH=PIPE LENGTH X 1.5. ASSUME LOSS IN PIPE TO BE 4'OF HEAD PER 100'OF PIPE. fa 2 PRV AT RISER SET TO 75 PSIG(ADJUSTIBLE) z w 1-``,, - w>- 2 , GREASE CONTAINMENT PIPING P1 SCALE: NO SCALE a El cc LU C-3 ©w En Z2 4 J F Q 111z w Zd 0� LI Lyj OQDCOO CC E > o CO CD p Q W CD CV '-u c _- Q - pmCq U m .-. < LU CS) , z E c� I .,. ,� F.PJ4.5• PROVIDE 2" SCH.40,PVC CHASE,FOR POWER WASH SYSTEM IN WALL.EXTEND 4" OUTSIDE FACE/BLDG. o° ° WALL (to 1S" AFF)4 14" MIN. INSIDE TO 90' "LONG J m c 0101010 SWEEP" ELBOW,AND 2" PVC UP TO 6" ABOVE CLG. co a- Q m o c-- m c� 103 ' (WORD.W/MANUE) o J 11 � 0 =- IVE—THRy -- i y_r_,\I NMI . 11*MN IN i — ] 0 I— O Q to G z ° --� �► � - - - — i 3 i_____ ___ 0 / ; 111 }- "1 I-- r o \ 1 ,.. - •• IA r I II PR P' RATION �� a a w (� j � zz- •N j • � �_1 I � I• U Z .� �w c.) �1,��11 -, I 1 C-I E N - 10 7 di cn o o ° ` ' (; ' \ / • • '- JO I ••'�'��•• II A L<- I N BOX X € OYI 3/4"CW RISER UP AND T IROUCs1 c) 0 O 0 (*.Liu. IIIiIIIIIIIIIIII 1 I �ltj _........' f pE o 111111 I I I I I I I I 1 I ° - _ 0_ '—"' I - ' g °0 ROOF TO NOSE 5155 (HS-2)ON ROOF. �� O OO w o z — — — 102 - I �- - I PROVIDE BALL-TYPE SHUT-OFF VALVE AT 12 z o w f- -- _, .:._- _ i o I iiioiiiioiii% iiiii�iii, y ``� �, . 1 CAR -0 C 0 U -R - --- = - _ � ►r I 4 BELOW ROOF STRUCTURE. FLASH AND REFERENCE ONLY tit. I I I COUNTER-FLASH ROOF PENETRATION FOR A—� RN I I ' _ r NOT APPROV D WITH THIS PERMIT o o 1 01 �' !iili!I! - ° - roil I WATE -TIGHT SEAL. CONNECT 1/8 COPPER J R I c � — '� � - -- _-- = !'. �' � �:. •.. � TUBE TO HOSE 8158 DRAIN FITTING AND N a I ,I V ESTIBULE ' _11i1��, ... - ;= .. _ ��■{��: M.M �� I � a 00 °'0 llyfx ° a z- � ° ° �'� ```''-'''��Ii� _ '� 108 EXTEND THROUGH WALL TO TERMINATE AT 6 0o z III -- _- .�Ws%Iji—= I i INC1-IES ABOVE MOP SINK.L_ - - - ,� N RECEIVING o IIIlioI � -- I I. _ MOTES EY S`Y' '' OL !- I `I� 11111- �— I I_._ 'it _ _.J�.�a ' �� I - )1 - — L:c. .__ _ l i ( �11�• �I NM= ® ! 1i 3/4 CW, 14W c:J1/2 FW,WNALVE STUBBED OUT FOR CONTINUATION TO SLUSH BAG IN / 1 "- ' � 105 I I ---,�►!..i1 a � ; .P.H.B. Box Y SYUP VENDER �� Q- - e ° ' r< ® PRY �../ C C1_ 1/2 ;Il` • STORAGE : 7 ,� Q `' �' Idw.dPc :J 1/ CW,WNALVE TUBBED OUT FOR CONTINUATION BY SYRUP VENDOR I a 0 • 1 1 O 1 1 / REFER TO CIVIL DWGS. U --L1 ° I WOMEN 1 / N N �n FOR CONTINUATION. 3 WATER FILTER MOUNT AS NIGH AND CLOSE TO DOOR AS POSSIBLE.,...,,, I , I - I Y 5Y PASS F WA FILTER 34i}j„ ..� „ 'en — :I IA � . 1 1/2 CW ENTRANCE PPE VALVED B P OR TER L R snommonommo I MS 41).. 1. _..._.. .. .._�4:'._.■ , 4W .,__._JI,.._.. .■ ._._,\j.l _,_,_..III 1./ I I" — ICI1; ; mil WATER LINES FROM FILTER TO ICE MACHINE NOT EXPOSED.PROVIDE•I j"*"." —— .�� ■•""�" 1.111, 4, 1 .■�I ►-�■ ALVE IN RISER S.S.ESCUTCHEON AT PENETRATIONS = o I o I o I o —_ � 7 --I ---f-=7. .-9--i .�,� I--'� �-— __ _ / I i IIh`i I .7 c' —- a — __ -- -� _a I I� -' :;ACKFLOW PREVENTER WATTS SERIES 009 5 SYRUP LINES ABOVE CEILING BY OWNER 4 COCA-COLA. STAINLESS • — I I ( - - I �� Ii ( L. SULATED WITH Al2h1AFLEX STEEL CHASE TO MACHINE BY PLUMBER - REF.K-1 I 0 -- _^ I -�- / \ •�� .� I rF '— — - •-'-�---_` ---• 9 �, •• 1 6 1/4 FILTERED WATER TO STEAMER PROVIDE WALL STOP • 12" APP. 7 I 111.— __ _ --,�7 `�___ --_= I - _- --- ° --, =- - D MAIN. ;_ ��_� 1„ CHAS FROM CEILING SPACE O ( I F.Pj.B• O CW LINES IN MECH ROOM TO BE O 1" CW DOWN TO P-1 BELOW. > AND WRAPPED WITH W SELF REGULATING HEAT TAPE. 0 CW 4 1-IW DOWN WALL TO P-5. C 0 1" CW, 1" HW TO WM HTR O 1/2" CW 4 HW DOM TO P-2 BELOW. f 10 1/2" CW DOWN TO P-1 BELOW. P POWER WASH CHASE-SEE NOTE POWER WASH CHASE-SEE NOTE OF?.SIDE OF PLAN OPP.SIDE OF PLAN i l SYRUP LINES DOWN THROUGH CHASE 0 l Z. 10 1/4" FILTERED WATER TO COFFEE MAKER PROVIDE WALL STOP . 24" 7 QQ__ I" 9 WATER NEATER NOTE: AFF. (� 1�-- o COLD WATER SUPPLY,HOT WATER 13 GAS CONNECTION FOR EQUIPMENT AT 6" AFF. `•-� a ( � RETURN AND GAS SUPPLY V ) 0 CONNECTIONS ARE ALL ON BOTTOM 0 1-1/2" GAS FROM CEILING SPACE,W/SOL.VALVE CONNECTED T01-1000 Z FRONT OF P-4 WATER HEATER FIRE SUPPRESSION SYSTEM. CONTROL CKT.BY FIRE SUPPR.VENDOR 0 W a. 15 PROVIDE LINE SIZE PRESSURE REDUCING VALVE SATATION WIN g;°; BYPASS AT CW RISER SET TO 75 PSIG (ADJUSTABLE). MINIMUM FLOW = m N .5 GPM,DESIGN FLOW = 24 GPM. S-E E T o Q NOTE: REFER TO DIV151ON 15000 MECHANICAL SPECIFICATIONS ON THE ED O E S T I Y 1 AT E R A�1./ NATURAL �7 A S P I F I N G ELAN SPEC DWGS ("SP")FOR ADDITIONAL INFORMATION. cg • SCALE: 1/4"=11--0" NI,17 P 1 A 4t• D WG: ©b LI 4$) PROF, Nc�.sac,1 NA.4,, S'lo i/ II � OREGON � Oliki n ti� ill �,1' � � �'PO �� P �� CRISA�� n , Cpl 31 I p IaJ 1, ' ' P 3�4 �'' " -. .p'N. n ITT Pe 0 3! P,5 en /�,� Il21i �� EXPIRES 12-31-11 ti I ` fr 3/3/�„ 112 3!�'' �,, i 34, If I 311S 'y ( �� 1/?'�N g 2 C•° ll) �'r'`s ti ( (/U Fp nl I! 1/ Ii �' .ICI 311 �'�' .�� 3/�'' ` ' 2 /?' ? `'F .. Tp I . , b� p� �1 p,5 1/ 1/?'' ` 211 I\I ,, 2 t �.cl)13'1 TD / lli - 3 `SI n FD • �I Nk n , I si N T 'S TD I �p p�ID�I; � �3lS � 2 p �, r p �� AG I>� .?n p — �, 1 ( Fs�rr � pN �� U s grp 318►G 1�TJp�,( P� lip I/ 1 �'� 1 C•°.0 �k,IN S�4� I TO 1 t p i,, .��2 c� zN 3" �1`% i� ( �s 3" S�/p 11N F I I 1� TAIL np /s°ILA 11 `�I / 1, S I�I P � S o��R 1- I I �, ~ �'' -:\N GENERAL NOTES: ,� c� ti ��S o i / `ti I A� P F }I (3" 4I ~ 2''� �� \ �� I 1. PROVIDE 10" CAPPED AIR CHAMBER AND SHUT-OFF VALVE AT EACH 0O t:0- �'CI;' I I s` ' 4h 3'IF T. I I FIXTURE SUPPLY. TYPICAL. C IN P,2 I}I p, b - I I 2. AL HOT WATER LINES TO INSULATED OVID Tf i? ff i',4 F ,,, °N z a a a a d a L ER L E BE L ED P� � �. GENERAL NOTES: ` 4" 3�D 31`Fb 3. C.W. LINE TO iCE MACHINE TO INSULATED IF INSTALLED UCH. OR OVER 0U �d'� .• QAC 4 G 1 3 2''�� \ HEAD. (NO EXCEPTIONS) ANTA1r512 ikb 0111 p rn 4 L ALL VENTS THRU ROOF 51-1ALL BE 0 t''? �,, � C•0 I ,�' ��i 4. ALL WATER liNE IN MECH. ROOM TO BE INSULATED AND WRAPPED WITH (NISI X101'1 •S. z W it A MN. OF 10-D FROM FRESH AIR �' n Ci \ SELF REGULATING HEAT TAPE (CUJ,HUJ). INSULATE BACKFLOW PREVENTOR 1/)At' N� — w INTAKES. OFFSET AS REQ'D. 2" 3 4s ■~ UJ/ ARMAFLEX. `s °FF VA R z CS' 1 4 5. ALL COLD WATER AND HOT WATER LiNES TO BE INSULATED 1'1/ 11 \ 1.0 d<c 2. ALL HORIZONTAL VENTS TO `� 411 p /� �o. P.G. TO PROVIDE S.5 EXGUTGNIONS AT ALL EXPOSED WALL PENETRATIONS. 2 C i---• z I°c- BE h" ABOVE ;; E 'j i w LVEL M OF CONNECTED. " i 3 DOMESTIC WATER PIPING ISOMETRIC 11~ C-3 Z w C.° F'2 SCALE: NO SCALE Nl F Q NCB ss ca �� ,, III W Z Q ss o E � n� 1 ' WASTE AND VENT ISOMETRIC SCALE: NO SCALE i" CD DWN. T!-IiRU PITCH Q ° CO °' E P2 > �, �„ C, o PAN, TO FLOOR SINK W- °D Z c :.:::.:::::::::. .:::.::::..::.:.:_..:.::..::::::::: EXHAUST FAN # BELOW. REF. P-1.01 o o Q o 2 FACTORY LL, Lo E ON CD C CURE CD o °' SOUND SUPPLY FAN COOLER / a ( m 2 < ° DISH ON...................._ . ...... i2EZE R.........._...._._.................... ........._........ FACTORY N ER m a ES NAMEPLATE iNDICATI : -4"PVC DOUBLE - CURB • • \ . 4"x4"X(o" REDWOOD PIPE o ..n_NAMEPLATE MKs:PARK EQUIP.CO.-:� TEE MANIFOLD . :` ► r r . , „ C, SOO-256-8041 � r7_3 _ I _ SUPPORTS, 8 -0 O.C., PIPE MODEL: GT-1000 r'wR' Q``__ LOOSELY SCUF2ED TO FLOCK. . .I 1� PLACE DBL LAYER ROOFING �� ° T�12 ..`�. Aii;k \ : . �P u u GD n u UNDER BLOgKS. .d- tlid- I►:: 1-,41 „fI I 1 E"i�4j4 all 4•-'► Y (� fn _ U --1- ..:. Niiir i -., az r I,J! I r 1 F-- ROOF Q r O M �' a DRAIN Q z w - a ! # 0 PRECHiLLER 1 Z j I <1 I .-- * v 1-1/41, 2�� I'TU 1 ON Gp u E XN. FAN # 1 Q Z . N w �, n n RTU # 2 ON N INLET AND OUTLET 1?ACTORY © FACTORY I I I n E w ° 11 w CAST IRON FRAME AND `<_ PIPING PROVIDED f I #, � �(, �/�'R ON FACTORY � � � lA — O o L U COVER (TYPICAL of 2) BY OTHERS. t� ^ ..C4.R_P-_.............. CUR .A.D. CY z 0 ( r _.r, �' �T I' C CURB. ° o �- v ¢z,- - 120 GAS METER AND \ \ ": ° a y \1` 1" COPPER OR PVC W REGULATOR !BY GAS z 4 co cn 2 a5 1/?'' COND. DRAIN LINE / U a ( .� °�, SERVICE CO - REF. P-2.04 PLAN VIEW ON R0� Ill = = / Q O .4 U U w •�� :• _ 0 ©4"VTR `I FOR CONNECTED LOAD. Z Q -- cn-±-,8 g GRADE PROM / " II " W m(nQ F -� r.- \ CONCRETE EXTENSION =� =11= =I= = RINGS As REQUIRED A.T...._G.ONID.....L.INE..AT..._............ S "'-1 ►I !� i III ill` , Tu .. . _... .. . w VENT THROUGH m o� I A iiki.. TAPERED wALL To121� E,q _ ? VENT FROM ROOF (REF. M-1.03 4 .-.0 o _�� o ( lr oF RESTROOM EXHAUST A-8.05) t� 0 z�o •- ' 120 FANS REF. M-1.01 o W°I \ ' . \..--_I \ 4°SLEEVE 4. - N <t 7 1, LOCATE MORE „, 4 SLEEVE--Ni.. _ \% _ . INLET 1.1 #l2 ) THAN 10 -O" FROM @ 00 z m z © CO \ �� [1-. \ LIQUID su1�ACE-��_`,' ��.- /2'' 1�0 � , ALL AIR INTAKES z OUTLET - = - y ," (12 \1` ROOF ROOF C Q a 1/4,, OOF PI - t - FLAN HATCH REF. D 1— } S • 'MACHINE A8.01 I W O <\ - SCALE: 1/8".11-0" ' / a o MONOLITHIC BAFFLE `,. pi 2p �� CONDENSERS 1 g (SLIDE IN BAFFLE i5 \ ( e >- `p _ NOT ACCEPTABLE) " °� ��` Q ltd (t1 t.. 0 4"PVC DOUBLE \/ OI N REFERENCE U f m N,..-: TEE MANIFOLD \ 02 f) ^G_ NOT APPROVED WITH TI-?TS PF WITT` • •<•.# 77 Iro GALVANIZED RISER ..... � p ,1) C�I a. l SUPPORT(TYPICAL) ii""'' l T N . T X 1�0s pl,>; 1;6 p C p4N ty N cv . ' . ,. ,- , -. (120 CONCRETE SURFACE OR FLOOR . a I \ ,, COVERING AS REQUIRED. N \ \ 1 TOP OF GRATE SHALL TOP OF GRATE SHALL CLEANOUT COVER BE FLUSH WITH FINISHED BE FLUSH WITH FINISHED 2 I 1 -5 31 4 -5 II / / 411 411 411 C51( SCREW FLOOR COVERING. FLOOR COVERING. LL' 0 1-10" )-- ELEVATION CLEANOUT PLUG FINISHED FLOOR FINISHED FLOOR 21/21, FINISHED FLOOR SLOPE SLOPE W NOTE: ALL INT. 4 EXT. GAS _ __ 1Y Specifications Engineering Data PIPING SHALL BE PAINTED �.) . - ---- O G45 SERVICE REQUIREMENTS SLACK INDUSTRIAL ENAMEL. ° >> o > ,r= >>o° o° o °D ► ::t -_I• P CONCRETE Glass 1 concrete with design strength of Interceptor is structurally and hydraulically , 4500 PSI at 28 days. Unit is of monolithic engineered conforming to Uniform Plumbing • -_' construction at floor, wall and baffle (no Joints Code. Nominal liquid capacity is 1000 GRIDDLE: 180000 BTUH I J q p y FRYERS (4) 320000 BTUH CAULKING FERRULE below water level)Gross empty weight of approx. gallons with grease 4 solids retention Z. 10,000 lbs. capacity of approximately 1,110 4 3,130 lbs. WATER HEATER 180000 BTUH ' 1—REINFORCEMENT: Grade X00 reinforced with steel rebar conforming respectfully. Recommended for average flow iRTU'1 120000 BTUH • to ASTM Aro15 on required centers or equal rate of 5 GPM 4 intermittent flow rate up to RTU-2 120000 BTUH C �..� O (- o Design for 4ASNTO 1-1-20 traffic loading. PM. ) o Manhole from s -Ie�d excavation and preparation shall be 14 i 0TA1' /, o C.I. CASTINGS: frames,covers or grates are manufactured completed prior to deliver of interceptor. r n `�'' of grey cast iron conforming to ASTM A48--f6 ' p y p TOTAL 820000 BTUN(CFH) INPUT OA5 6 �Q • F—OOR S I\K ARE A F—R. D A I N 1 Z - Class 30. Manhole shall have 24 inch inside Use dimensional data as shown. AT � q2p 'I �C I� 0 I- ( NO SCALE NO SCALE jy diameter and be traffic duty. PROVIDE MINIMUM GAS PRESSURE OF 7 I.U.C. AT 121) V ce`_ 0 a. — MINIMUM EQUAL. TO: UTILITY VAULT (�03.&82.284 •) (10 m, GREASE TRAP I'`�fODEL. No. 51&-GA ., CLEANOUT DETAf�. FLOOR DRAIN D FTAIL SHEET 1-a REF. CiVIL. DUJGS. FOR EXACT GREASE TRAP SiZE. `' P2 SCALE: NO SCALE P2 SCALE: NO SCALE 4 GAS PIPING f SOMETRiC -5 P2 o 2 GREASE TRAP D ET41L 2 SCALE: NO SCALE *NOTE: REFER TO DIVISION 15000 MECHANICAL SPECIFICATIONS ON THE 0 o P2 SCALE: NO SCALE SPEC DUGS ("SP")FOR ADDITIONAL INFORMATION. CI-X DWG: I i ChEN EQUIPMENT SC EDULE ELECT ICA 3C111:DULE I ' UMDING 5C;-1ED ._E Ki CIlEI' EC UIPM'NT 5ChEDULf ELEC E KICA_ 5ChEDULE FLUIVIDING SC - EDU!E i ` Kitchen Supplier/Designer ITEM I CITY I DESCRIPTION I REMARKS I RATING I VOLTS j PH l LOCATION I AFF I REMARKS , SIZE I DESCRIPTION I LOCATION I AFF j REMARKS i i ITEM I QTY I DESCRIPTION i RATING I VOLTS I PH 1 LOCATION I AFF I REMARKS SIZE I DESCRIPTION I LOCATION I AFF I REMARKS Concept Service s � 1� ? I REMARKS r i t # 12521 Amherst Drive K1 1 EACH TABLE-30 x 60' W/UNDERSHELF CUSTOM I 1 K26 4 EACH GAS FRYERS FRYMASTER I 1,0A 120V 1 WALL. 12' 20A CKT I , EACH .� _ I WALL I R� CKT 1' 12' Austin, TX 78727-4011 KIA 4 EACH MME CASH DRAWER CUSTOM i , 1 EACH FILTER SYSTEM FRYMASTER 9,0A 120V I WALL 12 20A CKT GAS 80M BTU WALL 12 BTC BY PLUMBING CONTRACTOR 36''K1,1 1 EACH TABLE-40 X 36 W/UNDERSNELF CUSTOM ? I ' i I K26A 2 EACH QUICK DISCONNECT HOSE KIT DO?MDvT 512-343-3100 Office I ce 512-343-3195 Fax K1,IA 1 EACH CONDIMENT SERVER 4-JAR SERVER I D e EACH GREASE RECLAIM SYSTEM FRONTLINE 0 1S0V I WALL 85' 20A CKT K261' � �_. L I� ; 2�,GA 11 CKT a iect K? 1 EACH WORK TABLE-24' X 60' '4/US CUSTOM ? 1 K27 I EACH SANDWICH TABLE -597 18-PAN MCCALL 3 10,0A 1.15V I WALL 12' 20A CKT/5-15P PLUG i 0 �0 �0 ` Eh z K27A I EACH HEATED SHELF HA T CCi 900W 115V 1 WALL 12' 20A CKT/5-15P PLUG Kyle Johnson K3 1 EACH FRONT COUNTER 36' X 108' CUSTOM i 1 EACH WARMER/BAG RACK j l I 120 EACH CUSTOM, I L 3 S km B K3A 2 EACH CONDIMENT SERVER 3-JAR SERVER ? _ EACH WHEAT CHIMNEY CUSTOM ' FAW K29 1 �.�,r BUN TRAY RACK '�, s,u;T'OM l � ' K6 2 EACH SOFT SERVE/SHAKE MACHINE WORD KIT ELECTROFREEZE 15-78 RMT 17,0A 208V 3 WALL 68' 30A CKT K30 1 EACH HORIZONTAL HOLDING BIN PRINCE CASTLE 1 10,8A 208V 1 WALL 44' 20A CKT/6-15P PLUG N UTILITY INFORMATION: REQUIRES 1 CIRCUIT 5 MIRE ' 19,0A 208V 3 WALL 68' 30A CKT 1 EACH 48' TOASTER STAND, HEATED CUSTOM 2,0A 120V I WALL 24' 20A CKT o f By I . (30,1 > EACH 2 AND 1 CIRCUIT 4 WIRE 1 1 K31 1 EACH DAMPER ACCESSORY (NOT SHOWN ON PLAN) CUSTOM I 1 KJ I K7 1 EACH FOUNTAINETTE 36' W/CASTERS SILVER KING ! 3,4A 115V 1 WALL 24' 20A CKT/5-15 PLUG I i T ! WALL 42' 20A I -• ' , , � � P PL�.�: 1 K31 I EACH BUN TOASTER ROUNDUP VCs-10x0 � 14:6A ;20t� 1 WAIL � c0A CKT,.� �5P PLUG ' K7A 1 EACH FOUNTAINETTE SMALLWARE SERVER ' I K33 36' 3-PLATTEN RI { { j 24' 50A CKT/15-50P 3 1' ' o °"�'�D ` �0' Architect 1 EACH GAS GRIDDLE 36 ,s-:L I I EN �A;, AND XE36 = .,,.�� 208V 3 WALL BOA C,,I/�5-50P PLUG ,�14 GAS 99M BTU WALL 30 BTC BY PLUMBING CONTRACTOR = ° K7B 1 EACH WORK TABLE-26' X 36' 3 i i KIT ' K33A 1 EACH QUICK DISCONNECT I' NOSE SCI I DQRMON T I "E ? I K7,1 1 EACH FOUNTAINETTE 36' W/CASTERS SILVER KING 3,4A 115V 1 WALL 24' ?OA CK T/5-15P PLUG K33B 1 EACH TABLE-18' X 30' W/US CUSTOM e.t K7,IA 1 EACH FOUNTAINETTE SMALLWARE SERVER K36 1 EACH REACH-IN REFRIGERATOR/FREEZER MCCALL 142A 115V 1 WALL 82' 20A CKT/5-20P PLUG I E. K8 1 EACH OPEN BASE TABLE-30' X 72' (44' OFF FINISHED FLOOR) C US T OM FREEZER UTIEITY 16,0A 115V i MAL 82' 2 0 A CKT/5-15P PLUG . t. ; K10 2 EACH BLAST MIXER HAMILTON BEACH 94950 t 5,6A 120V 1 WALL 42' 20A CKT/5-15P PLUG 1 K37 3 EACH HAND SINK fir`/PREMIUM FAUCETS CUSTOM/FISHER 1 1/2' H & C WATER WALL 12' BTC BY PC/DRAIN IS 24' AFF o I K12 1 EACH MAKE-UP TABLE 30' X 60' CUSTOM i s K38 1 EACH REACH-IN FREEZER, 1/P DOORS MCCALL 12,4A 115V 1 WALL 74' 20A CKT/5-15P PLUG ? c I� {12B 3 EACH HEAT LAMP-60' DUAL MOUNT HATED 11.7A 120V 1 WALL _ 2A CKT/UNDER 60' JVr RSHEtFI K39 1 EACH REACH-IN REFRIGERATOR, 1/2 DOORS MCCALL 8,0A 115V 1 WALL 74' 20A CKT/5-15P PLUG o I i i 1 ' 48' CUSTOM j K40 EACH PREP TABLE-30' 48' !C ST . K 2I} EACH TABLE-30 X 48 W/UNDERSNELF >vUSTOM ? K4� 1 LhCH ,RAP TABU 30 X 48 W/CASTERS CU I Uf4 1 15° K15 I EACH MANAGER'S DESK-30' X 72'-OPEN BASE TABLE (44' OFF FLOOR) CUSTOM I C. ,-„ C T BY E 3 { i 1 € K44 I EACH � >rt1MP SINK LVJ;OM BTC uY PC - DRAIN 10 ,S s I 1 } I K15A 2 EACH CABINET CUSTOM I I K44A t EACH FAUCET FOR SINK FISHER 1/2' H & C WATER WALL 12' BTC BY PLUMBING CONTRACTOR I 1 o c KI5D 1 EACH DUNNAGE RACK FOR FILE CABINET CUSTOM i I 1 i K44B 1 } 1 EACH CUSTOM TABLE FOR PREP SINK CUSTOM ? ? 1 K17 1 EACH SAFE CSS BR2820 j i K45 I EACH POWER SOAK SINK POWER SOAK 50PSB-78L 11,0A 208V 1 WALL 24' 20A CK-BTC 1/2' H & C WATER WALL 12' BTC BY PC - DRAIN TO FS K18 2 EACH SLUSH MACHINE WEIRD KIT ELECTRUFREEZE 812 f 22,5A 208/230V 1 WALL 66' 30A CKT i x.46 ' EACH WALL SHELF 18' X 48' - f K I EXTRA ELEC, OUTLET REQ'D I 5,0A 120V 1 MALL 66' 20A CKT I K46 ' EACH 'WALL SHELF 14' X 24' - l 1 I c i :;;;;;;i7; K19 1 EACH PUS TABLE-24' X 102' W/UNDERSHELVES CUSTOM K46 '° - o f ! U 1 i •r V r {+ 1 LAC,; WAi_� SHELF 18 �: 24 0 i K21 2 EACH STEAMER, DRAWER TYPE W/DUAL PRESSURE REGULATOR ROUNDUP MS-255 15,86A 208V 1 WALL 24' 2OA CKT 1/`4' C WATER WALL 30' BTC BY PLUMBING CONTRACTOR + SHELF 14' ' ' - # I ; � K46 1 EACH WALL SHE�f � X �2 i I K22 I EACH CONEY STATION TABLE-32' X 72' CUSTOM I ,.6 1 EACH WALL SHELF 18' X 7z - 1 0 I 1 K.� , � I � 1 ' K22A 2 EACH CONDIMENT SERVER 4-JAR SERVE R K46A EACH UTENSIL RACK-36"d/HOOKS c K223 1 EACH CT COOKER/WARMER-FULL PAN APW-CW-2AD 12,5A 120V 1 WALL 24' 20A CKT-BTC I l K48 I EACH ONION RING BREADER BETTCHER 5331 I 4,2A 115V 1 WALL 24' 20A CKT K22C 1 EACH WIRE SHELF-14' X 60' CUSTOM i 1 EQUIPMENT e T I ` EQUI;MENT STAND 30' X 36' W/CASTERS CUSTOM K48A , EACH 5 DI a K23 1 EACH HOT DOG GRIDDLE ROUNDUP HDC-50A 12,5A 120V 1 WALL 52' 20A CKT/5-15P PLUG ,. 4 EACH ICE 2. - 1^ ICE MACHINE SCOTSMAN 15', A 208V 1 ROOF VERIFY (2) 20A CKT-BTC 374' C WATER WATER FROM FILTER BTC BY PLUMBING CONTRACTOR m t�4, i EAC�I SCE SYSTEMi r EA, #t/�50 I..E IlACH1NE 5�.�:S.1AN � .�0 o K23A _ 1 EACH HOT DOG CORRAL SHELF CUSTOM NDE REQUIRES ADDITIONAL NEUTRAL WIRE S Ke3B 1 EACH BAG HOLDER CUSTOM E I K49A 1 EACH ICE CADDIES & TOTES LET BTC BY PC - DRAIN TO FS &I • 1 FOLLETT 1350# , I K24 1 EACH SALT-N-BAG STATION-48' W/CASTERS CUSTOM 12,OA 208V I WALL 48' 20A CKT/6-20P PLUG I ' EACH r FILTER SYSTEM CARTRIDGE ROUNDUP ' 1/2' C WATER o ? { K50 1 EAG I WATER F�L?LR ,YS,EM 3 CARTRIDGE R ,NDI P GAF 1/2 !�ATER WALL 60 BTC BY PLUMBING CONTRACTOR 1 K24A 1 EACH VERTICAL HOLDING BIN PRINCE CASTLE 13,3A 120V 1 WALL 48' 20A CKT/5-20P PLUG ? SHELVING _ t I 1 K51 1 LOT STORAGE SHELVING S f K24B f EACH WALL SHELF FOR BIN CUSTOM ; 1 K51,1 2 EACH CUSTOM CO2 PUMP SHELF-18' X 30/18' X 40' CUSTOM i I I K25 1 EACH EXHAUST HOOD 64' FOR GRIDDLE GREASEMASTER ? I K52 1 EACH WALK-IN COOLER KULPAK 1 6,0A 208V I RUDE VERIFY 20A CKT-BTC ° ! I K25 1 EACH EXHAUST HOOD 69' FOR FRYERS GREASEMASTER I 1 K52 1 EACH WALK-IN FREEZER KULPAK ` 12,8A 208V 1 ROOF VERIFY 25A CKT-BTC ° l I I IOC 2 EACH FAN PACKAGE EXHAUST FAN-NOT SHOWN CAPTIVE AIR 5,0A 120V 1 CEILING N/A 20A CKT-BTC [ 1 ? K55 1 LOT C. I E I ' 1 � KJJ ,. LOT COOLER SHELVING ? ,, � 7 K25E 1 EACH CONTROL PANEL-NOT SHOWN ; 1 HALTON K55A i EACH MOBILE OPTION RING RACK - m CD 1 ; I K55B 1 EACH COVER-MOBILE RACK-NUT SHOWN - � I m i J I I I K56 1 LOT DUNNAGE RACK - 3 °' i ( `M K57 2 EACH HAND DRYER XLER,4.TBR 7,0A 208V 1 WALL 35' 20A CKT-BTC ? ° I 1 {'7l ' EACH EL i CLEANING A� r SYSTEM { En I • l ; 1 1 l - - - ' - _ ` 0 1 EACH EL SASH CLEANING SYSTEM - ; 26:0A 208/243V I `WALL VERIFY 30A CKT i 1/2' H & C WATER WALL VERIFY BTC BY PLUMBING CONTRACTOR --�-` z I i Q. CC i 4, OF \ ECO \i i O 1 f • o i� ,cstom leg req,d , fOr table t <y i I3 D � r , location of. exhaust duct I _ 8 from finished wail n' E • I .iii. -1 from COOLER / r ReE? R`P+y4 I o Ail., location of exhaust duct ; °�--�°°� CONDENSERS I „ , ❑ ROOF ' ! I 22 from finished wall / frontline grease fill station- ; o ? I ? ! T IT Hifi 1 1 ' In { ; CO k0r^ h ;-; /,j T '-1 T �. T t!1T �`�-..,power wash box location pinside ��, � o G A L_ i ff X 1 i ; D F Ap( (�i� N. ; N.C; I-�- - 12'-2" r of panels `_`� m ; € 2 x 6 Conway I^ I 3 sh drawer }, 1.QS 0 0 0 0 �� 3 4 1 table height 32" �� 3 U.L.,AND N.F.P.A.#96 STANDARDS.IN ADDITION ALL EXHAUST o _ J T 2�5� l l HOODS ARE TO MEET ALL LOCAL GOVERNING CODES. I :_ --(C) 2?�\ l 01 �` q), ; +stainless st4, I wall backing t , , 4 ~ 4� �_d,_2„- ____- - __ _ _ �-_q' ____ -�1 l = p coke fOUntoin I r i 7 i I @4 l ; l 2. ALL COOKING EQUIPMENT UNDER THE EXHAUST HOODS WILL BE ON y .-6...5 I i i _= - I i ; _ i" -.__ __ �._-_ __ __ _ _ _ _- f EITHER CASTERS WITH FLEXIBLE QUICK DISCONNECTS AND RESTRAINTS. - - r -- , - :::A:,a-k::.:...,..: --- --- --1--___- ____ -------- t- -- -ii - -- 3. ALL ICE MACHINES TO BE HELD OFF AACENT BUILDING WALLS BY ". i v,t _ �„-- -u .____ T- w - i + Witl BE FURNISHD (::/:::) hot fudge dispenser requirements: , o _. �� - -z �; - -- , � ♦ , O 1 J rt / -��, a i IF A VACUUM BREAK!=R 15 REQUIRED CODES I o fir!o k :.:= •'1�grudr�a I ----1 _ _ I I �' 24 48 I AND INSTALLED BY THPLUMBING GOTRACTOR.T v 20A CKT 120v electric l 18 36 I/ _ _ _-r 'I I I I I i DUNNAGE _ i I p Q ' �„ �I�astf l Iii I + ■ -1 L 4-TIER i DUNNAGE 1 4, THE EXHAUST HOODS AND THE DUCTS WILL BE PROVIDED WITH AN i i ; 3 ----- 4-TIER 4-'' I ..I I oo ao ,..a i Cr 2436 -20 48 1 t O , 1L- _-�-- I I I • W�� W d- W �_ T / AUTOMATIC FIR! SUPPRESSION SYSTEM. " I L-- '�. wits alco t+lt I L+S+ii R I •I % �I I I \ \ i i i i i _6 I O I _ F R = ' 1 I I I i- F- ■ r- I 4 # a , v I i I --- I 5. ALL REFRIGERATORS WILL BE FURNISHED WITH THERMOMtItRS WHICH 1 o V mu I I i I Imier-11-11 p _ p �� I . -N N N -DZ'1NNAGE l ARE EASILY READABLE,IN PROPER WORKING CONDITION AND ACCURATE . , coffee brewer utility requirements: l 1 n o' !? �j �e �`t �� 4� 3 i J� � 2114$ } i f S WITH IN A RANGE OF PLUS OR MINUS 2 DEGREES. w filo provided by others: I ) cream -1 �� KL 1L,1 __ N %: , 1 P----�` 1 I 6. ALL COUNTER TOP EQUIPMENT NOT READILY MOVABLE WEIGHING OVER f f 20A CKT 120v electric '---T ! dm. 4_� � 7„ Q-(271) " „ 12-0"- I S`..)I N W % l 8'-9" i SO POUNDS WILL BE PROVIDED WITH 4"LEGS WITH ADJUSTABLE FEET. / + (FIELD CONFIRM) (+/-2") 9'-4 E- / - ; \� DUNNAGE ? ; 1 I , 7. ALL CUTTING BOARDS AND WORK SURFACES SHALL o 1/2" C water ''�I ( I )1 coffee c, (----- 1 p / ► co I x o0 `' 00 °o CD\ 24 48 1 I 1 �� , tJ ��11 --� �t w�t _ w d' W , I RK BE OF NON WOOD T \3 V,1 � / �. H \ i l CONSTRUCTION. I a lC _r. 1 vu3A �- �t , I L i- I I 1� 1 �1 I ` gT 0 0 1 N d-N d-N DUNNAGE Il I ? 8. ALL FOOD SERVICE AND RELATED EQUIPMENT SHALL BE INSTALLED IN t i I I I ► IIIllllllllllll �?�` � 4101 1� ' �' '' i 24/48 11'- " i CONFORMITY WITH THE N.S.F.STANDARDS AND SHALL BE N.S.F. c - - i i • , i - _- -v �- " 1 I i • o / i� s APPROVED. v \ S II I i �� I '' ¢ c, �� 1 l ? i 9. AN AISLE SPACE OF A MINIMUM OF THIRTY-SIX 36 INCHE I- - - ____ j r' r -, I COOLER FREEZER I c ) S OR MORE I t , I l ° 18 x 60 1 --� ( TiT� T��' 1 ; r``� �L b I ¢ SHALL BE PROVIDED WITH IN ALL WORK SPACES. ! - T n■�■■urn - [ill 1=�� 1 �C35 ti _2 e �� ___ ; r I ■Ililiiii.1�i I.1■ D i I t 5 ( ' 1__ 1 ;C' i 1 O. HANDWASHING FACILITIES ARE REQUIRED IN THE FOOD PREPARATION, v i P o I rr k �_ + R/F -plywood on inside -plywood on inside I I I I ■��■�)♦�!.h:1■ I L`..�i`_'3-''_+��; __ SERVING,AND UTENSIL WASHING AREAS AND WILL BE SHOWN ON THE o QS ! - of panels of panels I �; w cash dra stainless steel r -- �/ ,-- FLOOR PLAN. 0 I 2 x 6 Conway - - _ III _=TT-- 1� • U } v . I cup disnpenser = MA I■ 1 I 1 H I I [ sH - - O, e,,„ ` •� BIB l u , f .,/o I I eh,rawer i i i U -- 6104:8- -_3fi/48 ? I - I w I coke fountai I 1 �8 x so ; ; _, „ j =_ - t-a I I 1 . ^_` 4- R 4-TIER i -- , -4 - X 3-2 . 2�, £iC i e '1 i_ < C '- . custom shelf - I I(�I 1 -' i `o - � iDIJ ! l I/1? I I • ._, I l-1ELla TANK ( V i1 --- s , # __ 1 I _ % 1{z 1 r , file cabinet r H. f � J -___ _________ _ __ __ _ __ -- i -Q5_1 0 I I r j / ' ft, computer rack V 1 F i E i __ 'I ' I : 1 1f i _ 1` 1'5]1 �'� qq5) (BY OTHERS) { (KZ f , s-'r-si �c - --'1 1 1 -] j j- ` ,■i ;1, \ !If t i / i,' concrete o`a3 for safe I' ' ` � 1,./.,.(_2_;_l I f { I I iL ,, �, --- s -� - -. 4 Ii Qi - LL COUNTER SUNK a 3 pi I 1,1 jj �� it ! MOP SINK i L j f 0 0 i---- Kid f(� i i1 t' _ 15� K8 '`� -I __;i w ;\ CO2 I I jl! j► 7•00.1. LADDER j4j o f 'i �� f I� l\rJ �� O - I `� j i i , �;� `-I � o} I � d� � 3t51 DII�I111_'1' W -- � - `,'1'-i= t l;l _r \ Z N ll l 1--- ---1 __Z-_ ° j • ICE ICE N I l e 1 ? €; ,/'f 'I i ; ON DEMAND o r 1 f• 1 {J I l' i t l - ill 1 1250 1250 2 48 f f WATER HEATER I i 24 I I I I 24 48 � $$ LOPENAS I I I I RI 0 0 0 0 0 0 0 4-TE �TABLE� - a ! >-� _.I I 4-TIER 1 26 � I ,T t_ , I L -._._ - - II LL I .- c 1 i ; I - - - - -�. l s i I 1 tea brewer: 1 shelves to be 6" CONCRETE PAD 1 j K ------6'-10" )i IF 6'-10"------� E ; o ` t provided by owner " 1 I 1 s 120v elec. utility req d l 49 OL9 32 X 84"-� i ! I. Revisions water req'd L.-locker storage rack 4 1 1 . Date Issued For power wash box location power wash box location z t for grease & CO2 connections I i 12-15-09 REVIEW/APPROVAL CE MACHINE REMOTE / PLAN (" EQUIPMENT, SCALE: 1 4,� _ 1�_0,� `Q UIPMFN ELAN -- -I 1 i I , i I I t , ' K-1 } j -_ _.-_ _. - -.-_-_ __ - -_ _ - -.-- ...._. -- .._....--..._..- - _-� Ii-_ -- _ . I i ----------- -------- T .--------,---- _ II c — _ i(I) 1 < J: (r) > 111 = 3 :S r— m r a I — z . < co e"N V I , I < Z xi I II! 1--- > 0 111 1 70 0 o III M > = MI ,...-- 0 W M .4 = r— 0 Lilo 4 —1 .... I I I -- ' CJ I , '$ ° 0 0 Zil :: 1111 -I 11• 11 1 III - A-- ... ,.... , . „ , , . I " / "' / N / \N. N 111 / N. I / - / N - i / N.\ \ - / tDi C3 _ ..0, =I o t_ ..."-- 1 _ , i _ . 4 - , ...>-- I] 11 - 11 _______ 4 A . Pri..' .--.1.-=-:--511•74771 .01 rj 1r 1 .....19.20% eigummia, 1 ..,■ . a = I .1 l_i -0 immiamo =E____ (...„,40 [ 0 = 4 we e' -i , - 111 0 -,-< / N [1 _ = / \ - ----i / N = _ /.. \. N.. Fri C / ..\. --.AJ — —7 / N 11 (--.) , N /* \ I N _ 3 // I• CC ___J I L.L.......J 1..1........1 1.4....-.4 ...-...........7 h L azzi --- . _ -IIMENISI NI 11111111111111 II MINIM 3 ....all rd..' ......................._..1 C -- ,_ _ 4 I I 1 (4 CA,, ci..= 7 I i .._-_ I / \ / \ \ / \ / \ D: 14'4 0 a \ i Le.) ,/ - f 00•\ / Is ! .. \ / -- \ / 3 _1 ' \ / 11 \ / * = =I 4 , 1 # \v/ .., . 1 „111 4 ....,,Iil,.......miti. 1.........4 . GI I I C • I •••• 11 0 I 0 E... 0 0 RI owl ......, f- m . .±. 11111111111491 1 Z_Ii am, rn aldi DO nal rt. m < > "6141 0 Z 1 CO This drawing is an instrument of service and the property of Concept Services and shall remain their property. The use of this drawing shall be restricted to the original site for which it was prepared and publication thereof is expressly limited to such use. Re-use, reproduction or publication by any method in whole or in part is prohibited without Concept Services written consent. s:, 7C1 CJ1 2 0 Fcr ...P. ....0 0 c......) 2-... SONIC = ,....... ,.., = 1.•=1 rn I I IN ......, . 3>i•-• C-) .13 nil z rn Cel 1.**4 lt1 = DRIVE r., a) vi CA CD I r- FTI 1=i 'Sul ■••••; cg. ,..1 a. a' —4 3 _ _ i (-11-0...W1 rti 11111.111111 > (....-1 o'n = , 0 1 cApp t=, z 7 oR _ Go \ ..... "--5 1-.4s n -r, 57) r0 , I ' i t Of 0 C - ______ _ —- --- ---] 111 0•110111 —-- ,--, _ _ 1 rT—n sr-, I. ■ I.---, I . ■ I I . "----, a■ ilL 1 _I r--1 ,..w...............7.----. I I I 1 — C .0 .00... , ,- 1:1 1 C / 0 E o MI 1 . 1 ] c o o 1 C I 1 161 cou J . , I 0 1 i 1 ii o 0 iiirl ■i . ez) = 0 :I i mmm =11 i ,II 0 6 iz LI— C " 1 1.1 11.1 11.1 _J 1 ,== TI Ill Ill 11 al Ili -fr- au mo... _________________ . . I 1 ,_ 1 _1 I I ... 11 IT1 IT] ......1. 1,.....k r- 1 I . ..■11.10 1.1-1.■ .., ■: , 0 0 . 0 0 0 • === ...... .................. .......... ..== .... 1 1-1 I _ V - r 1 ,c) 0 1 L-.1 0 1 1 IB __ 3----1 .. Ill —111 III I —iii [ —lill —1111 :11 I 11—grA —Mill III Ci. _Iii I 0 )811 as n _ 1 C---' , • _____I c. _ __ 0 1 _.--„„, ) ) E ) E E E E n....., diii =1 4 L. '.. : E E ,• I : E : • ) CI--- C co I E E E a 1 CO 1 I @ I c—, —I. . C t___. -I. I.11010 -...i. I 111 -ill _Ill --,111.111 rf _ 1)4 ] _ , r"-1 E., =1 =1 .43 . 13.--I .....11—„ —III 1 u 0 C—. 7 r- 1 L_....................__1 1 0 E t3 .0 ,J ____ ___ CZZ:i 1 . . 1 E -) C") F,....... .... "all r..4. 0 I I In - z I 2 -I ril 361) IMINION 33 i M ris M "Nall IMINESIN 0 z co , This drawing is an instrument of service and the property of Concept Services and shall remain their property. The use of this drawing shall be restricted to the original site for which it was prepared and publication thereof is expressly limited to such use. Re-use, reproduction or publication by any method in whole or in port is prohibited without Concept Services written consent. I el° C.J1 ......-.. 7S .4. < r1) n' 1: ......, c-n Fri 4.. . .t., 1 < a .I, c.....) . co— I 1 .4., 7 SONIC = ......... 4: ,. ?.... __I (.) DRIVE = _ n 0 r0 M a rn z F----1 IN = cm _,.., --1-? ri ....,_ CS 2>.•-• (---) eD C 1 rn tc7 1--1 cri ...■---- ti) 1.11 4.-11 CD rm r- = cul C *') mila v. — c„. > c 9 —1 rn i CJ1 c ) .....4 VI C-f- . T GARD , () Rico \ w C.L.) T 1 ......, ,..... .-- ,__. .._.... < -ri 5=2 CD _ §CAgg c§(V-111g SECTION 01340 - SUBMITTALS AND SUBSTITUTIONS 1.6 LABORATORY RESPONSIBIU11ES 3.10 ROOFING TESTING AND INSPECTION PART 3 - EXECUTION 3.2 EXCAVATION PART 3 - EXECUTION A. Provide qualified personnel at site after due notice from the contractor; cooperate with A. Make periodic inspections while roofing installation is underway basing frequency on status of A. Unclassified Excavation: Excavation is unclassified and includes excavation to bearing PART 1 - GENERAL Owner's Representative, Contractor, and appropriate public authorities having jurisdiction in work being done and quality control problems being encountered. 3.1 SITE WORK elevations regardless of character of materials or obstructions encountered. 3.1 INSTALLATION performance of services. B. Verify type asphalt being used and temperature of asphalt at kettle and at point of discharge A. Site Preparation: Establish extent of excavation and fill by area and elevation; Set required 1. Obstructions: Unclassified excavation includes removal of unanticipated boulders, concrete, A. Fire Lane: Unless otherwise required by local codes, provide 6" wide, "red" stripping with the 1.1 DESCRIPTION B. Perform specified inspection, sampling, and testing of products in accordance with latest, on the roof. Verify proper spreading. lines and levels. Remove all grass, weeds, roots, and other vegetation from areas to be masonry, or other subsurface obstructions. words "FIRE LANE" and "NO PARKING", spaced at intervals of 25 feet in 4" high letters. A. Work included: Make submittals only as follows unless otherwise noted in the Contract up-to-date standards. C. Verify that type and manufacturer of roofing felts conforms with Contract Document excavated, filled or graded. Layout and grade staking shall provide for positive drainage away 2. Obstructions: Removal of unanticipated boulders, concrete, masonry, or other unforeseen B. Parking Stall Marking: Shall be 4" wide, "yellow" stripes as indicated on the drawings. Documents, and revise and resubmit as necessary to establish compliance with the specified C. Ascertain compliance of materials and mixes with requirements of Contract Documents. requirements. Verify that felts have been properly stored and protected and are dry at time of from building, and avoid creation of ponding areas. obstructions that cannot be removed by conventional augers fitted with soil or rock teeth, drilling C. Precast Bumpers: Install parking bumpers as indicated on the drawings, using 5/8" steel (:)31 requirements. D. Promptly notify Owner's Representative, appropriate consultants, Contractor, Owner, and installation. B. Grading: Cut or fill and machine grade site as shown on the drawings, to drain as indicated, buckets, or underreaming tools attached to drilling equipment of size, power, torque, and dowels grouted 4" into pavement and countersinking dowels 34" to 3/4" below top of surface of 1. Required Submittals to the Owner's Representative include: authority having jurisdiction of observed irregularities or non-conformance of Work or products. D. Verify that type and manufacturer of insulation and installation conforms with Contract allowing for the thickness of paving sub-base and paving. Place in horizontal lifts not in excess downthrust necessary for the Work, will be paid according to Contract provisions for changes in C-. a. Concrete Mix Design E. Perform additional inspections and tests required by Owner's Representative, Owner, Contractor, document requirements. Verify proper storage of insulation and dryness at time of installation. of 8" thick after compaction by rolling and/or tamping to 95% of maximum density at optimum the Work. bumper. D. Directional Arrows: Directional arrows shall be as detailed in "yellow" paint. E. Verify status and conditions of metal deck prior to roof insulation installation. moisture content. B. Prevent surface water from entering excavated shafts. Conduct water to site drainage b. Reinforcing Steel or authority having jurisdiction. 0 c. Structural Steel F. Verify that installation of asphalt and roofing felts are according to the contract documents C. Backfilling: Ensure excavated area is free of water, ice, snow or debris, and ground is not facilities. K) d. Electrical Equipment - disconnects, panels, fixtures, etc. 1.7 LABORATORY REPORTS and roofing manufacturer's recommendations. frozen. Back fill and fill material may consist of on-site or off-site inorganic soils, which are C. Excavate shafts for drilled piers to indicated elevations. Remove loose material from bottom SECTION 02830 - FENCES AND GATES e. Miscellaneous Steel A. After each inspection and test, promptly submit two copies of laboratory report to Owner's G. Inspect roofing installation prior to flood coating and mark and report fishmouths, felt-to-felt free of debris, waste, frozen materials, vegetation matter, or rocks larger than 2" in any direction. of excavation. f Aluminum Doors and Windows conditions and other departures from good roofing practices. 1. Excavate bottom of drilled piers to level plane within 1:12 tolerance. Representative, one to applicable consultant, one to Owner, one to Contractor, and one to City (if Fill to be placed systematically and in 8" lifts, compacted to 95% of maximum density at PART 1 - GENERAL g. Hardware H. Verify that size, cleanliness and moisture content of aggregate is according to specifications. 2. Remove water from excavated shafts before concreting. required). Include: Date issued, Project title and number, name of inspector, date and time of optimum moisture content. Remove surplus fill from site. h Roofing I. Verify installation of fleshings, water cut-offs and other methods to protect in-place roofing D. Notify and allow Geotechnical testing and inspecting agency to test and inspect bottom of sampling or inspection, weather conditions, identification of product and Specifications section, 1.1 DESCRIPTION -ck.,tY.:1) Akeh. excavation. If unsuitable bearing stratum is encountered, make adjustments to drilled piers as i. HVAC Equipment and ductwork from the elements has been accomplished in accordance with Contract Document requirements. 3.2 STRUCTURE EXCAVATION AND BACKFILL A. Work included: Provide trash enclosure fence and gate system where shown on the Drawings, location in the Project, type of inspection or test, date of test, results of tests, and specific determined by Geotechnical Engineer. 'Cl j. Hollow metal frames, doors and hardware J. Document the results of all inspection and tests and distribute copies to Roofing Contractor, A. Soils Report: The Owner shall provide a soils test report for review by the Sonic A8cE as specified herein, and as needed for a complete and proper installation. indication of conformance, or lack of such, with Contract Documents. When requested by Owner's E. Temporary Casings: Install watertight steel casings when local sight locations require, of B. Owner's Representative: The Owner may designate a Representative to work on his behalf Roofing Manufacturer, General Contractor, Owner's Representative, and Owner. deportment for foundation design or acceptance as detailed on the drawings. Avi... % 'IV vo"t Representative/Engineer, provide interpretation of test results. sufficient length and thickness to prevent water seepage into shaft; to withstand compressive, throughout the construction process. The General Contractor should verify who this representative K. Immediately notify all parties of those portions of tests or inspections which do not comply B. Spread footings shall bear on undisturbed soil. Drilled piers, when used, shall extend a PART 2 - PRODUCTS shall be for purposes of these specifications. with Contract Document requirements. displacement, and withdrawal stresses; and to maintain stability of shaft walls. 1.8 UMITS ON TESTING LABORATORY AUTHORITY minimum of l'-6" into bearing material. Ref. Structural for soil under grade beams. FRED A. HA 1. Remove temporary casings, maintained in plumb position, during concrete placement and C. No other submittals will be reviewed by the Owner's Representative unless the contractor is 2.1 GALVANIZED STEEL POSTS C.-) A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. before initial set of concrete or temporary casings may be left in place. requesting a substitution as described in these specifications. 3.11 OTHER WORK REQUIRING TESTS 3.3 TRENCHING, BACKFIWNG, AND COMPACTING A. Provide galvanized steel posts (size as shown on drawings) set in concrete footings as shown B. Laboratory may not approve or accept any portion of the Work. F. Tolerances: Construct drilled piers to remain within ACI 336.1 tolerances. and placed on the drawings. A. Refer to individual sections covered under Division 15 and 16 for other work requiring tests A. Follow appropriate and required bracing and shoring of all trenching operations. ••••. 1.2 QUALITY ASSURANCE C. Laboratory may not assume any duties of Contractor. by independent testing laboratory. B. Cut and excavate for underground services from building to utilities as indicated on the 1. If location or out-of-plumb tolerances are exceeded, provide corrective construction. Submit B. Galvanizing: On steel posts and appurtenances, provide galvanized finish with not less than • • D. Laboratory has no authority to stop Work. design and construction proposals to Architect for review before proceeding. A. Coordination of submittals: drawings. the following weight of zinc per sq. ft. tp SALEM, OREGON G. Inspection: Each drilled pier must be inspected and tested by Geotechnical testing and 1. Prior to each submittal, carefully review and coordinate all aspects of each item being C. Protect active utility services uncovered by excavation. 1. Pipe: 1.8 oz. complying with ASTM A120. 1.9 CONTRACTOR RESPONSIBILITIES SECTION 01700 - PROJECT CLOSEOUT inspecting agency before placing concrete. submitted. D. Cut trenches sufficiently wide to enable proper installation of services and to allow for C. Hardware and accessories: Comply with Table I of ASTM A153. A. Deliver to laboratory at designated location adequate samples of materials proposed to be 1. Provide and maintain facilities with equipment required for testing and inspecting excavations. '17 2. Verify that each item and the submittal for it conform in all respects with the specified inspection. Excavate, shore and braces as required to prevent cave-ins and in accordance with D. Post Top Caps: Provide steel, wrought iron, or malleable iron, designed as weathertight used which require testing, together with proposed mix designs. PART 1 - GENERAL Cooperate with testing and inspecting personnel to expedite the Work. requirements. OSHA requirements. closure cop. Provide one cop for each post. B. Cooperate with laboratory personnel, and ensure ready access to Work and to manufacturer's 3. By affixing the Contractor's signature to each submittal, certify that this coordination has E. Keep trenches dry. Provide necessary equipment including pumps, piping, and temporary E. Concrete: Comply with provisions of Section 03300. facilities, if requested by testing lab. 1.1 COMPLETION OF CONSTRUCTION, TESTS: 3.3 STEEL REINFORCEMENT e oF been performed. drains. B. Substitutions: C. Provide incidental labor and facilities for access to work to be tested, to obtain and handle A. Before completion of the construction project, the Mechanical and Electrical Sub-Contractors F. Place and compact granular beds and fills over services to within two feet of subgrade A. Comply with recommendations in CRSI's "Manual of Standard Practice" for fabricating, placing, 2.2 WOOD FENCING samples at the site, or at source of products to be tested, in order to facilitate tests and shall test all materials, equipment and systems which normally require testing. All piping, etc., and supporting reinforcement. 1. Proprietary names specified herein are used to establish and indicate minimum required eleavations. Fill remainder of trenches with a low P.I. select fill, compacted to 90% standard A. Provide 1x6 Clear, R.S., Cedar Planks, 8 ft. in length as shown on the drawings. inspections, and for storage and curing of test samples. shall be tested to meet the specification requirements. All equipment systems shall be operated B. Clean reinforcement of loose rust and mill scale, earth, and other materials that reduce or quality of materials, appearance, workmanship, and function, and are not intended to discriminate proctor density. B. Rails: Provide 2x4 treated, horizontal wood rails at a maximum of 4'-0" on center. (i) D. Notify laboratory of material sources and furnish lab-determined necessary quantities of sufficiently long to prove to the Owner that the equipment and systems perform satisfactorily and destroy bond with concrete. against any unnamed manufacturers of products which meet or exceed the characteristics of representative samples of materials proposed for use which are required to be tested. meet the requirements set forth on the plans or these specifications. Refer to Divisions 15 and C. Fabricate and install reinforcing cages symmetrically about axis of shafts in a single unit.s fo C. Attach rails to steel posts with galvanized through bolts. Provide %NV' bolts with nuts and those products specifically named. Z E. Notify Owner's Representative and laboratory 24-hours prior to expected time for operations 16 of these Specifications. SECTION 02281 - TERMITE CONTROL D. Accurately position, support, and secure reinforcement against displacement during concreting. washers (unless noted othenvise). 2. Proposed substitutions will not be considered without submittal of manufacturer's data, 0 requiring inspection and testing services. Cancel notifications in a timely manner if items or B. In addition to the requirements of the above portions of these specification, all Maintain minimum cover to reinforcement. D. Attach wood planks to rails with 1-1/2" galvanized, twist or ring shank nails. Provide two specifications, instructions, and samples, if requested by the Owner's Representative. systems are not ready for inspection as intended. Reimburse Owner for trip charges when sub-contractors proposing to do work under these specifications shall comply with the following PART 1 - GENERAL E. Use templates to set anchor bolts, leveling plates, and other accessories furnished in work of nails through plank at each rail. (i) 3. Submit a typed list of proposed substitutions containing the following information: cancellation notifications are not made in a timely fashion. additional requirements. Mechanical Contractor shall instruct the Owner in the proper care, other Sections. Provide blocking and holding devices to maintain required position during final ..= a. Name of specified product; ....--'' F. Advise laboratory in a timely fashion to complete required inspection and testing prior to including preventive maintenance, and operation of the systems and equipment. Two copies of 1.1 DESCRIPTION concrete placement. 2.3 GATE FRAME b. Name of proposed substitute; L.L.I subsequent work being performed. bound manual shall be furnished which shall include a resumee of the instructions given, complete A. Work included: Provide soil poisoning to control subterranean termites as specified herein and F. Protect exposed ends of extended reinforcement, dowels, or anchor bolts from mechanical A. Provide steel gate frame and posts, with custom hinges and cane bolts as shown on the c. Name and address of manufacturer, local supplier, and local representative (if any). G. Reimburse Owner for all subsequent re-testing of products or systems found to be defective preventive maintenance instructions, operating procedures, normal operations and a simple needed for a complete and proper treatment. damage and exposure to weather. drawings. Paint steel framing to match canopy color. CY 4. Substitutions will be considered only when listed at time of bidding, and when substantiated or otherwise not in accordance with specification requirements, and for any overtime pay required description of the systems and their intended operating condition, all spare parts list and all B. Attach "Hardipaner to steel with galvanized steel carriage bolts. by the Contractor's submittal of required data within 35 calendar days after award of the as a result of any inspection requirements that may fall outside of normal jobsite weekday work guarantees and warranties. Final payment will not be mode until the Owner has received a letter 1.3 WARRANT( 3.4 CONCRETE PLACEMENT 0 Contract. schedule. Remove rejected products or Work and replace with products or Work of specified from the Contractor stating that the operating personnel have been properly instructed and do, in A. Upon completion of the Work, and as a condition of its acceptance, deliver to the Owner two A. Place concrete in continuous operation and without segregation immediately after inspection PART 3 - EXECUTION Z 5. The following products do not require further approval except for interface within the Work: quality. fact, understand the installation and further, indicating receipt of the bound manuals. copies of a Warranty signed by an authorized representative of the installing subcontractor, and and approval of shaft by Owner's independent testing and inspecting agency. < a. Products specified by reference to standard specifications such as ASTM and similar H. Notification of Source Change: The Contractor shall be responsible for notifying the Owner, co-signed by the Contractor, agreeing: 1. Construct a construction joint if concrete placement is delayed more than one hour. Level 3.1 INSTALLATION standards. Owner's Representative, Engineer, and Testing Laboratory when the source of any material is 1.2 RECORD DRAWINGS 1. To make an inspection of the Work once each year for a total period of five years following top surface of concrete. Before placing remainder of concrete, clean surface laitance, roughen, A. Install posts true and plumb. b. Products specified by manufacturer's name and catalog model number. changed after the original tests or inspections have been made. A. The Contractor shall keep a set of drawings on the job, noting daily all changes made in Dote of Substantial Completion for the purpose of detecting termite infestation; and slush concrete with commercial bonding agent or with sand-cement grout mixed at ratio of B. Attach wood rails to fence posts with through bolts, one per roil at each post connection. (f) 6. Do not substitute materials, equipment, or methods unless such substitution has been these drawings in connection with the final installation including exact dimensioned locations of all 2. If termite infestation is found during that five year period, to retreat in accordance with 1:1. C. Attach wood fence planking to each horizontal wood rail with nails as specified. Hold bottom Li E specifically approved in writing for this Work by the Owner's Representative. PART 2 - PRODUCTS new and uncovered existing utility piping outside the building, and shall, with his request for final prevailing practices of the trade and within ten calendar days after such infestation is discovered; B. Dry Method: Place concrete to fall vertically down the center of drilled pier without striking of plank 3" clear of concrete paving or curbs. D m C. "Or equal": payment, turn over a clean, neatly marked set of reproducible mylar or sepia drawings indicated • 3. To repair damage to the Work caused by subterranean termites during that five year period; sides of shaft or steel reinforcement. D. Install gates plumb, level, and secure for full opening without interference. Adjust hardware (i) m = 1. Where the phrase "or equal", or "or equal as approved by the Owner's Representative", Not Applicable. as "Record Drawings As Installed" to the Owner. 4. To make such inspections, retreatment, and repairs at no additional cost to the Owner. 1. Where concrete cannot be directed down shaft without striking reinforcing, place concrete for smooth operation and lubricate where necessary. (,() u) occurs in the Contract Documents, do not assume that the materials, equipment, or methods will with chutes, tremies, or pumps. E. Apply clear wood preservative to all sides of wood planks and rails after installation. ---- be approved as equal unless the item has been specifically so approved for this Work by the PART 3 - EXECUTION 1.3 SUBMITTAL INFORMATION PART 2 - PRODUCTS 2. Vibrate top 60 inches (1500 mm) of concrete. 2 ce Owner s Representative. A. The Contractor shall accumulate during the job's progress, the following data, in duplicate, D. Coordinate withdrawal of temporary casings, as required, with concrete placement to maintain 1.0 a_ 2. The decision of the Owner's Representative shall be final. 3.1 EARTHWORK (SITE GENERAL) prepared in a neat brochure or packet folder and turned over to the Owner. 2.1 MATERIALS at least a 60-inch (1500-mm) head of concrete above bottom of casing. SECTION 03300 - CAST-IN-PLACE CONCRETE . A. Make necessary soil tests (Atterberg Limit Series ASTM D 4318 and ASTM D 698 Standard 1. All warranties and guarantees and manufacturer's directions on equipment and material A. To the extent approved by governmental agencies having jurisdiction, use working solutions 1. Vibrate top 60 inches (1500 mm) of concrete after withdrawal of temporary casing. 1.3 SUBMITTALS Proctor) to determine moisture content and density of existing subgrade. Perform necessary soil covered by the contract. containing any one of the following chemicals at the listed minimum concentration: E. Protect concrete work, according to ACI 301, from frost, freezing, or low temperatures that PART 1 - GENERAL o A. Provide Submittal Log to the Owner's Representative for review within the first 30 calendar tests (Atterberg Liit Series and STM D 698 Standard Proctor for each type of imported fill) to 2. Approved fixture brochures, wiring diagrams and control diagrams. 1. Chlorpyrifos (Dursban) could cause physical damage or reduced strength. L.LI days of Contract outlining all submittals to be submitted. determine the moisture content and to inspect and test the placement of additional fill lifts to 3. Any and all other data and/or drawings required during construction. 2. Permethrin (Torpedo & Dragnet) 1. Do not use frozen materials or materials containing ice or snow. Do not place concrete on 1.1 RELATED DOCUMENTS i-- cl B. Make submittals of Shop Drawings, samples, substitution requests, and other items in verify that all fill materials used are in accordance with the specifications for that use. Perform 4. Repair parts lists of all major items and equipment including name, address and telephone 3. Cypermethrin (Demon) frozen subgrade or on subgrade containing frozen materials. A. Drawings and general provisions of the Contract, including General and Supplementary < gi accordance with the provisions of this Section to the Owner's Representative. one field density test (ASTM D 2922 and ASTM D 3017) per 5,000 S.F. of site area in the area number of local supplier or agent. 4. lsofendnos (Pryfon 6 or Oftanol 6) 2. Do not use calcium chloride, salt, or other mineral-containing antifreeze agents or chemical Conditions and Division 1 Specification Sections, apply to this Section. 0 „!.. affected on each lift prior toplacement of additional fill material. 5. Valve tag charts and diagrams. B. Use only an emulsible concentrate insecticide for dilution in water. Fuel oil will not be accelerators. o B. All of the above data shall be submitted to the Owner for approval at such time as the permitted as a dilutent. Only use solutions which are not injurious to planting. F. When hot-weather conditions exist that would seriously impair quality and strength of concrete, 1.2 SUMMARY PART 2 - PRODUCTS B. Imported Topsoil Tests: Testing for topsoil quality compliance shall be performed by the Testing Laboratory. Contractor asks for his next to last application for payment prior to his final application for place concrete according to ACI 301 to maintain delivered temperature of concrete at no greater A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete n 90 deg F (32 deg C). materials, mixture design, placement procedures, and finishes, for the following: 0 2.1 SHOP DRAWINGS payment, but in no case, less than two weeks before final inspection. PART 3 - EXECUTION than 4<<<<KI<I A. Scale and measurements: Make Shop Drawings accurately to a scale sufficiently large to 3.2 PAVING OR SPECIAL SURFACE SUBGRADE PREPARATION 1. Place concrete immediately on delivery. Keep exposed concrete surfaces and formed shaft 1. Footings. show all pertinent aspects of the item and its method of connection to the Work. A. Perform one subgrade in-place density test per 7,500 S.F. of subgrade, after subgrade 1.4 FINAL INSPECTION 3.1 SURFACE CONDITIONS extensions moist by fog sprays, wet burlap, or other effective means for a minimum of seven 2. Piers. Z B. Types of prints required: preparation, in accordance with ASTM D 2922 and ASTM D 3017. Perform tests within 48-hours A. It shall be the duty of the Contractor to personally make a careful inspection trip of the A. Examine the areas and conditions under which work of this Section will be performed. days. 3. Slobs-on-grade. 1. Submit Shop Drawings in the form of one sepia transparency of each sheet plus two blueline of pavement construction. entire project, assuring himself that the work on the project is ready for final acceptance, before Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until B. Related Sections include the following: or blackline prints of each sheet. B. Pulverization tests on lime subgrade. TEX 101E, Part III, at same frequency as density tests. calling upon the Owner to make a final inspection. unsatisfactory conditions are corrected. 3.5 FIELD QUAUTY CONTROL 1. Division 1 Section "Special Inspections" for inspections required per the Building Code. 2. Blueprints only will not be acceptable. B. In order not to delay final acceptance of the work, the Contractor shall have all necessary A. Testing Agency: Contractor will engage a qualified independent testing and inspecting agency 2. Division 2 Section "Cement Concrete Pavement" for concrete pavement and walks. C. Review comments of the Owner's Representative will be shown on the sepia transparency when 3.3 BUILDING SUBGRADE PREPARATION bonds, guarantees, receipts, affidavits, and certificate of occupancy, etc., called for in the various 3.2 APPLICATION to sample materials, perform tests, and submit reports during excavation and concrete placement 4/1111111111__. it is returned to the Contractor. The contractor may make and distribute such copies as are A. Make necessary soil tests (Atterberg Limit Series and ASTM D698 Standard Proctor for each articles of these specification, prepared and signed in advance, together with a letter of A. Begin soil poisoning only after all preparation for slab placement is complete. for drilled piers. 1.3 DEFINITIONS 4Ar'''':' 7,'1,4 Z 2 required for his purpose. type of fille) to determine the moisture content and density of existing subgrade and inspect and transmittal, listing each paper included, and shall deliver the same to the Owner at or before the B. Slabs on grade: B. A drilled-pier report will be prepared by Geotechnical testing and inspecting agency for each A. Cementitious Materials: Portland cement alone or in combination with one or more of the fill time of said Final Inspection. The Contractor is cautioned to check over each bond, receipt, etc., 1. Apply toxicant as an overall treatment at the minimum rate following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace te of one gallon of toxicant to drilled pier as follows: D. If supplied item matches specs only a letter of confirmation is required from supplier unless test the placement of additional ll lifts to verify that all fill materials used are in accordance ,, drawings are required. with the specifications for that use. Perform one field density test (ASTM D2922 and ASTM before preparing same for submission to see that the terms meet the requirements of these each 10 sq ft of area under slabs on grade within building lines. 1. Actual top and bottom elevations. slag, and silica fume; subject to compliance with requirements. cl:- '.?-.N4 CO tu l'-- specifications. C. Utility entrances: 2. Top of rock elevation, if encountered. ,,‘-,:•s,, 3,1,,,,,,4, > 0-,D3017) for for each 5,000 S.F. of area within the building footprint on each lift prior to placement 06 :,,,,,t4,3, al z 0 2.2 MANUFACTURER'S LITERATURE of additional fill material. PART 2 - OCCUPANCY 1. Apply toxicant at the rate of two gallons of toxicant per five lin. ft. at critical locations 3. Description of soil materials. 1.4 QUALITY ASSURANCE 0 Z w A. Where contents of submitted literature from manufacturers includes data not pertinent to such as where utilities pass through exterior walls and through floor slabs. 4. Description, location, and dimensions of obstructions. A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete CI u2„ 0 1-- the submittal, clearly show which portions of the contents is being submitted for review. 3.4 DRILLED PIERS 2.1 OWNER OCCUPANCY 2. Extend treatment not less than 48" from wall into trench. 5. Final top centerline location and deviations from requirements. products and that complies with ASTM C 94/C 94M requirements for production facilities and iz CD x Ce < ILI C) D. Walls: 6. Shaft excavating method. C!!!!1 B. Submit the number of copies which are required to be returned, plus two copies which will be A. The Independent Testing Laboratory shall provide the services of their registered Geotechnical A. Contractor shall provide access for Owner. 7. Levelness of bottom and adequacy of cleanout. equipment. 0 Q lr w 1. Apply toxicant at the rate of two gallons of toxicant per five linear ft along both sides of B. Testing Agency Qualifications: An independent agency, acceptable to authorities having < retained by the Owner's Representative. engineer at the initiation of the on-site pier drilling operations to determine the appropriate B. Prior to occupancy, execute Certificate of Substantial Completion. 8. Ground-water conditions and water-infiltration rate, depth, and pumping. all foundations walls, cross walls, and grade beams, after all nearby excavation has been jurisdiction, the Owner, the Architect and the Structural Engineer qualified according to ASTM C 4 i 0, 115 bearing material into which the piers are to be founded. Written documentation of the C. Upon occupancy of new building, Owner will provide: 9. Description, diameter, and top and bottom elevations of temporary or permanent casings. completed. 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548. PART 3 - EXECUTION "determination" shall be prepared and forwarded to the Owner, Owner's Representative, and 1. Custodial services. 10. Description of soil or water movement, sidewall stability, loss of ground, and means of 2. Apply toxicant at the rate of one gallon of toxicant per five linear ft to voids in masonry Ui • LLI Lij 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, )111114 Contractor. 2. Security control. ..-4--I ;- walls. Grade 1, according to ACI CP-01 or an equivalent certification program. 3.1 IDENTIFICATION OF SUBMITTALS B. Make on-site full time inspections of pier drilling for each pier drilled and placed. 3. Maintenance 11. Date and time of starting and completing excavation. E. Miscellaneous: Apply toxicant at the rate of two gallons of toxicant per five linear ft at the Cl) Z wd. Cl) 1-- 2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing 0 Will A. Consecutively number all submittals. C. Verify that the excavation is of the proper size and adequately clean and dry. 4. Utilities 12. Inspection report. 1. When material is resubmitted for any reason, transmit under a new letter of transmittal and D. Verify that each pier is founded at a depth in accordance with the Geotechnical report, 5. Operation of HVAC and electrical systems. following areas: Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory ±• I---- with a new transmittal number. existing on-site conditions that may be encountered, and at the proper bearing strata. 1. Immediately below expansion joints, control joints, and all areas where slab will be penetrated 13. Position of reinforcing steel. C. shall be an ACI-certified Concrete Laboratory Testing Technician - Grade II. I- c::s ce 14. Concrete placing method, including elevation of consolidation and delays. Z • c:n I- Z 2. On resubmittals, cite the original submittal number for reference. E. Verify that the reinforcing steel and concrete are properly placed in accordance with other by construction features. C. Source Limitations: Obtain each type or class of cementitious material of the some brand o" W - B. Accompany each submittal with a letter of transmittal showing all information required for testing provisions specified herein. SECTION 01730 - OPERATION AND MAINTENANCE DATA 2. Where exterior facings or veneers extend below grade level along the exterior side of all 15. Remarks, unusual conditions encountered, and deviations from requirements. 0 tii A 0 z from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures - identification and checking. F. Inspection reports of pier drilling shall contain the following: foundation walls. 16. Concrete testing results. < through one source from a single manufacturer. 014 it° w x is c7:1 0 C. On at least the first page of each submittal, and elsewhere as required for positive 1. Pier mark PART 1 - GENERAL 3. Where unit masonry foundation construction is used. C. Concrete: Sampling and testing of concrete for quality control may include the following: D. ACI Publications: Comply with the following unless modified by requirements in the Contract 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 0 X < i identification, show the submittal number in which the item was included. 2. Pier Depth F. If soil is disturbed after treatment, retreat disturbed areas. Documents: II 0 11.1 D. Maintain an accurate submittal log at the job site for the duration of the Work, showing 3. Depth of penetration into bearing strata 1.1 DESCRIPTION 94/C 94M. 1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5. current status of all submittals at all times. Make the submittal log available to the Owner's 4. Plumb ness deviation A. Work included: To aid the continued instruction of operating and maintenance personnel, and SECTION 02466 - DRILLED PIERS a. Slump: ASTM C 143/C 143M; one test at point of placement for each compressive-strength test, but no fewer than one test for each concrete load. 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." w -,-- IX x Representative for his review upon request. 5. Description of unusual conditions encountered, including ground water. to provide a positive source of information regarding the products incorporated into the Work, E. Concrete Testing Service: Engage a qualified independent testing agency to perform material b. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F furnish and deliver the data described in this Section and in pertinent other Sections of these PART 1 - GENERAL evaluation tests and to design concrete mixtures. t--- c4 > a:, 3.2 GROUPING OF SUBMITTALS 3.5 FORMWORK, REINFORCING STEEL AND INSERTS Specifications. (4.4 deg C) and below and when 80 deg F (27 deg C) and above, and one test for each set of 0 - 9 CC 2 A. Unless otherwise specified, make submittals in groups containing all associated items to A. Make general inspection of formwork. 1.1 RELATED DOCUMENTS compressive-strength specimens. 1.5 DELIVERY, STORAGE, AND HANDUNG 1 0 w as LO 2 assure that information is available for checking each item when it is received. B. Prior to each concrete pour, inspect fabrication and bending of bars, bar sizes, spacing, 1.2 SUBMITTALS A. Drawings and general provisions of the Contract, including General and Supplementary c. Compression Test Specimens: ASTM C 31/C 31M; one set of six standard cylinders for A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and 1. Partial submittals may be rejected as not complying with the provisions of the Contract. placement and tying in accordance with ACI 315. A. Comply with pertinent provisions of Section 01340. Conditions and Division 1 Specification Sections, apply to this Section. each compressive-strength test, unless otherwise indicated. Mold and store cylinders for damage. Ce ("2, c? c:sa) Lr... 03 cry 2. The Contractor may be held liable for delays so occasioned. 3 Prior to each concrete pour, inspect positioning of steel inserts and assemblies, sizes, and B. Submit two copies of a preliminary draft of the proposed Manual or Manuals to the Owner's laboratory-cured test specimens, unless field-cured test specimens are required. ep spacing, and inspect fusion-welded anchors and sheer connectors. Representative for review and comments. This submittal shall be made prior to project being 50% 1.2 SUMMARY d. Compressive-Strength Tests: ASTM C 39; one set for each drilled pier, but not more than PART 2 - PRODUCTS 3.3 TIMING OF SUBMITTALS complete. A. This Section includes the following: one set for each truck load. Two specimens will be tested at 7 days, two specimens will be A. Make submittals for enough in advance of scheduled dates for installation to provide time 3.6 CAST-IN-PLACE CONCRETE C. Unless otherwise directed in other Sections, or in writing by the Owner's Representative, 1. Dry-installed drilled piers. tested at 28 days, and two specimens will be retained in reserve for later testing if required. 2.1 MANUFACTURERS required for reviews, for securing necessary approvals, for possible revisions and resubmittals, and A. Design Mixes: 2. When frequency of testing will provide fewer than five strength tests for a given class of submit three copies of the final Manual to the Owner's Representative prior to indoctrination of 2. Temporary-cased drilled piers. A. In other Part 2 articles where titles below introduce lists, the following requirements apply to for placing orders and securing delivery. 1. At the beginning of the work, Contractor shall submit proposed concrete mixes for review by operation and maintenance personnel. B. Related Sections include the following: concrete, testing will be conducted from at least five randomly selected batches or from each product selection: B. In scheduling, allow at least ten working days for review by the Owner's Representative the Owner's Representative, structural engineering consultant, and testing laboratory, including the D. The following subcontractors are to provide Manuals explaining the respective building systems 1. Division 3 Section "Cast-in-Place Concrete" for general structural and building applications batch if fewer than five are used. 1. Available Products: Subject to compliance with requirements, products that may be ILI .4.- CL: 3. When strength of field-cured cylinders is less than 85 percent of companion incorporated into the Work include, but are not limited to, products specified. Z > 0 0 following his receipt of the submittal. sieve analysis of fine and course aggregate ASTM C-136, dry rodded weight of coarse aggregate to the Store Manager: of concrete. CC laboratory-cured cylinders, evaluate current operations and provide corrective procedures for 0 - ASTM C-29, and the specific gravity (bulk saturated surface dry), of fine and coarse 1. Electrical Contractor - electrical panels, breakers, time clocks and photo cells. 2. Products: Subject to compliance with requirements, provide one of the products specified. 0 ik- (0 0 protecting and curing in-place concrete. 3 Available M ft Subject to compliance with requirements manufacturers offering,u Manufacturers:ac anu . 3.4 OWNER'S REPRESENTATIVE'S REVIEW aggregates ASTM C127 and C128. 2. Mechanical Contractor - HVAC operation, thermostat setting and functions, filter location and 1.3 QUAUTY ASSURANCE 4. Strength level of concrete will be considered satisfactory if averages of sets of 3 F- A. Review by the Owner's Representative does not relieve the Contractor from responsibility for 2. Contractor shall not mix concrete for placing in the work until confirmation laboratory reports size and warranties. A. Drilled-Pier Standard: Comply with provisions in ACI 336.1, "Reference Specifications for the consecutive strength test results equal or exceed specified compressive strength and no individual products that may be incorporated into the Work include, but are not limited to, manufacturers specified. <1.. Or in c iO4 - errors, which may exist in the submitted data. are supplied to reflect that each proposed mix will develop the strength required. Successful past 3. Landscape Contractor - irrigation controls, maintenance and warranty. Construction of Drilled Piers," unless modified in this Section. i I V in = o z B. Revisions: history in accordance with ACI 318 will be satisfactory. strength test result falls below specified compressive strength by more than 500 psi (3.45 MPa). 4. Manufacturers: Subject to compliance with requirements, provide products by one of the 0 0 ci - (nc..0 I o T=. • B. Survey Work: Engage a qualified land surveyor or professional engineer to perform surveys, 5. Test results will be reported in writing to Engineer, Owner, concrete manufacturer, and 1. Make revisions required by the Owner's Representative. B. Test Cylinders: Make at least one (1) test of each day's pouring of concrete or each 100 PART 2 - PRODUCTS layouts, and measurements for drilled piers. Before excavating, lay out each drilled pier to lines Contractor within 24 hours of testing. Reports of compressive-strength tests will contain Project manufacturers specified. 0 Z _ (Ni Lti et Lii 0 2. If the Contractor considers any required revision to be a change, he shall so notify the cubic yards, whichever is the least, on each different portion or section of the work. Mold and ----,.Dzo and levels required. Record actual measurements of each drilled pier's location, shaft diameter, identification name and number, date of concrete placement, name of concrete testing and a_ LI )-- i --- a.3--1 Owners Representative. cure specimens in accordance with ASTM C31, and test in accordance with ASTM C39. Test 2.1 INSTRUCTION MANUALS 2.2 STEEL REINFORCEMENT (1/ in I-- IP 0 bottom and top elevations, deviations from specified tolerances, and other specified data. inspecting agency, concrete type and class, location of concrete batch in drilled pier, design 3. Make only those revisions directed or approved by the Owner's Representative. cylinders shall be made and tested by the laboratory. Footings, walls, and floor systems A. Where instruction Manuals are required to be submitted under other Sections of these A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. -1/45 NJ 1. Record and maintain information pertinent to each drilled pier and cooperate with Owner's compressive strength at 28 days, concrete-mix proportions and materials, compressive breaking constitute different sections. Each test shall consist of four (4) specimens, one (1) of which Specifications, prepare in accordance with the provisions of this Section. 0 )- testing and inspecting agency to provide data for required reports. strength, and type of break for both 7- and 28-day tests. I 6- 2.3 REINFORCEMENT ACCESSORIES 0 shall be broken at seven (7) days, two (2) at twenty-eight (28) days and one held in reserve. B. Format: C. Testing Agency Qualifications: Qualified according to ASTM C 1077 and ASTM E 329 to 6. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be (/)cs_?._0_ SECTION 01410 - TESTING LABORATORY SERVICES Determine temperature and air content for each set of test cylinders in accordance with ASTM 1. Size: 8-1/2" x 11" perform material evaluation tests and to design concrete mixes, as documented according to ASTM permitted but shall not be used as sole basis for acceptance or rejection. A. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), plain-steel bars, cut bars i i ti) - C231. 2. Paper: White bond, at least 20 lb weight E 548. 7. Additional Tests: Testing and inspecting agency will make additional tests of concrete when true to length with ends square and free of burrs. 0 0 0 ill < 0 0 Id PART 1 - GENERAL C. Field Quality Control: 3. Text: Neatly written or printed B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and - -I r 0 CD test results indicate concrete strengths or other requirements have not been met. _vs-fastening reinforcing bars In place. Manufacture bar supports from steel wire, plastic, or precast Z 4( c- 1. Determine slump for each concrete strength test and whenever consistency of concrete 4. Drawings: 11" in height preferable; bind in with text; foldout acceptable; larger drawings 1.4 PROJECT CONDITIONS 11- CC D 6, 1.1 DESCRIPTION varies, in accordance with ASTM C143. acceptable but fold to fit within the Manual and provide a drawing pocket inside rear cover or A. Existing Utilities: Locate existing underground utilities before excavating drilled piers. If 3.6 DISPOSAL OF MATERIALS concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than 0 0 __I u_ w La co-lc z A. Work included: The Owner is to provide testing and inspecting, complete, as described in this 2. Monitor and record addition of water to concrete and length of time concrete is allowed to bind in with text. utilities are to remain in place, provide protection from damage during drilled-pier operations. A. Remove surplus excavated material and slurry and legally dispose of it off Owner's property. concrete and as follows: (f) ° V 0 co El Section and elsewhere in the Contract Documents. remain in truck. 5. Flysheets: Separate each portion of the Manual with neatly prepared flysheets briefly 1. Should uncharted or incorrectly charted piping or other utilities be encountered during CI 0 <g ti-tri B. Related work: 3. Verify delivery tickets indicating class of concrete, amount of water added during initial describing contents of the ensuing portion; flysheets may be in color. excavation, adapt drilling procedure if necessary to prevent damage to utilities. Cooperate with 2.4 CONCRETE MATERIALS , ' 1. Documents affecting work of this Section include, but are not necessarily limited to, General botching, and time initial botching occurred. 6. Binding: Use heavy-duty plastic or fiberboard covers with binding mechanism concealed inside Owner and utility companies in keeping services and facilities in operation without interruption. SECTION 02520 - CONCRETE PAVING A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and \ , C.-'- '1,2 Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 'loll i v) CD z us o 4. Monitor work being performed in accordance with ACI (American Concrete Institute) the Manual; 3-ring binders will be acceptable; all binding is subject to the Owner's Repair damaged utilities to satisfaction of utility owner. source, throughout Project: ■ 2. Requirements for testing may be described in various Sections of these Specifications. recommendations as a standard of quality. Representative's approval. B. Site Information: A geotechnicol report should be prepared for this Project. PART 1 - GENERAL 1. Portland Cement: ASTM C 150, Type I. Cement may be supplemented with not more than 0 jig i'!"141 5. Reference SECTION 03100- CONCRETE FORMWORK for additional requirements. 7. Measurements: Provide all measurements in U.S. standard units such as feet-and-inches, 10% of the following: 1.2 QUALITY ASSURANCE \ Milt /sl 1 1-ic D. Source Quality Control: An independent testing laboratory representative shall periodically lbs, and cfm; where items may be expected to be measured within ten years in accordance with PART 2 - PRODUCTS 1.1 DESCRIPTION a. Fly Ash: ASTM C 618, Class F. tn • 0 0 A. Provide the services of a soil engineer and testing laboratory approved by the Owner's inspect and control concrete mixing and loading of transit mix trucks at batch plant at intervals metric formula, provide additional measurements in the "International System of Units" (SI). A. Work included: Provide concrete paving where shown on the Drawings, as specified herein, b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120. CO z>- Representative. appropriate to monitor quality of material issued on job. C. Provide front and back covers for each Manual, using durable material approved by the 2.1 STEEL REINFORCEMENT and as needed for a complete and proper installation. B. Norrnal-Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded. \Z I gq.i.9: B Laboratory shall comply with requirements of ANSI/ASTM E 329 and ANSI/ASTM D 3740 and Provide aggregates from a single source with documented service record data of at least 10 Owner's Representative, and clearly identified on or through the cover with at least the following A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. -i--- provide certifications to this effect. 3.7 STRUCTURAL STEEL information: B. Plain-Steel Wire: ASTM A 82, as drawn. PART 2 - MATERIALS years' satisfactory service in similar applications and service conditions using similar aggregates C. Laboratory shall maintain a full-time registered Engineer on staff to review specific tests k Fabrication of, erection of, and connections between, structural steel members, including C. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), plain. Cut bars true to and cementitious materials. required by this specification. welding and tension in high strength bolts, will be accomplished under and subject to the OPERATING AND MAINTENANCE INSTRUCTIONS length with ends square and free of burrs. 2.1 CONCRETE AND ACCESSORIES 1. Maximum Coarse-Aggregate Size: w w v) D. Laboratory shall be authorized to operate in State in which Project is located. inspection of an independent testing agency. The general contractor, structural steel fabricator, name and address of Work A. Provide concrete as specified in Section 03300 - Structural Concrete. a. 1-1/2 inches (38 mm) at the foundation di r i =F.x5 E. Testing equipment shall be calibrated to ensure accurate results and values in order to ensure and erector shall afford full cooperation to the laboratory. name of contractor 2.2 CONCRETE MATERIALS A. Concrete reinforcement and accessories, including chairs, bar supports, etc. shall be as b. 1 inch (25 mm) at slab on grade and concrete frame. 4ii‘ that test results are true and valid, and at intervals with devices of an accuracy traceable to B. Perform the following testing and inspection: (Prior to placement of steel deck). general subject of this Manual A. Portland Cement: ASTM C 150, Type I, or II specified in Section 03200 - Reinforcing Steel, 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. CC either NBS Standards or accepted values of natural physical constants. 1. Check location of condition of anchor bolts. B. Transparent Concrete Sealer. Provide one of the following: >- space for approval signature of Owner's Representative 1. Fly Ash Admixture: ASTM C 618, Class C or F. C. Water: ASTM C 94/C 94M and potable. 2. Check plumbness and tolerance of steel frame. i. "Kure-N-Seal", by Sonneborn (800) 433-9517. 0_ 1.3 SELECTION AND PAYMWENT and approval date 2. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120. 0 3. Qualification of welders and welding techniques (at Contractor's expense). B. Normal-Weight Aggregate: ASTM C 33, uniformly graded, 1 inch (25mm) maximum aggregate ii. "Servi-Seal", by Artex, (800) 447-0224. 2.5 ADMIXTURES A. The Owner will employ and pay for the services of an independent testing laboratory to perform 3 • CD Visually inspect common bolts. D. Contents: Include at least the following: size. iii. CS 309-1315, by W.R. Meadows, Inc. (800) 342-5976. A. Air-Entraining Admixture: ASTM C 260. specified inspection and testing. 5. Inspection of high-strength bolting: 1. Neatly typewritten index near the front of the Manual, giving immediate information as to C. Water: Potable, complying with ASTM C 94/C 94M requirements. C. Joint Sealer. Provide one of the following: B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with B. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform a. Visually inspect connections. location within the Manual of all emergency information regarding the installation. D. Admixtures: Certified by manufacturer to contain not more than 0.1 percent water-soluble i. "Sonolastic", by Sonneborn Building Supplies, (800) 433-9517 other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted work in accordance with requirements of Contract Documents. b. Check tightness of at least 33% of connections. 2. Complete instructions regarding operation and maintenance of all equipment involved including chloride ions by moss of cementitious material and to be compatible with other admixtures and ii. "Flex Caulk", by Polytite Manufacturing, (800) 776-0930. in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. C. Check at least two bolts of each girder to column connection. lubrication, disassembly, and reassembly. 1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A. 1.4 SPECIFIC TESTS AND INSPECTIONS cementitious materials. Do not use admixtures containing calcium chloride. iii. "Deck-O-Seal", by W.R. Meadows, Inc. (800) 342-5976. 6. Visually inspect field and shop welds. 3. Complete nomenclature of all parts of all equipment. 1. Water-Reducing Admixture: ASTM C 494, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. A. Provide all tests and inspections required by governmental agencies having jurisdiction, required 7. Ultrasonic or X-ray testing of full penetration welds. 4. Complete nomenclature an part number of all replaceable parts, name and address of 2. Water-Reducing and Retarding Admixture: ASTM C 494, Type D. PART 3 - EXECUTION 3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. by provisions of the Contract Documents, and such other tests and inspections as are directed by t l d b 8. Re-inspect corrective measures required at expense of Contractor. nearest vendor, and all other data pertinent to procurement procedures. 3. High-Range, Water-Reducing Admixture: ASTM C 494, Type G. 4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F. the Owner's Representative. 9. Verify that no members are damaged. 5. All guarantees and warranties issued and fully executed by respective companies. 4. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II. 3.1 INSTALLATION 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. 4( kn B Tests include, but are not necessarily limited to, those described in detail in Part 3 of this 10. Verify that materials and installation are according to Contract Documents and industry 6. Manufacturers' bulletins, cuts, and descriptive data, where pertinent, clearly indicating the A. Concrete paving and curbs shall be as indicated on the drawings. Form work to be matched, 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II. - Section. standards. precise items included in this installation and deleting, or otherwise clearly indicating, all 2.3 CONCRETE MIX tight-fitting and adequately stiffened and braced to support weight of concrete without deflection. K C. Gas Cutting: Do not use gas cutting torches for correcting fabrication errors in the structural Z 1.5 REFERENCES framing. Cutting will not be permitted on any member, unless specifically approved by the manufacturers' data with which this installation is not concerned. A. Prepare design mixes according to ACI 211.1 and ACI 301 for each type and strength of B. Joint fillers shall be 1A" thick asphaltic impregnated fiberboard, and sealant shall be pourable, 2.6 VAPOR RETARDERS I I _0 A. American Society for Testing and Materials (ASTM): Structural Engineer. Finish gas-cut sections equal to a sheared appearance when gas finish 7. Such other data as required in pertinent Sections of these Specifications. concrete determined by either laboratory trial mix or field test data bases. self-leveling polyurethane joint sealant equal to Sonolastic SR-1. A. Plastic Vapor Retarder for on grade slabs: ASTM E 1745, Class A. Include manufacturer's 1 1 I 0 dc-- 0 1. ASTM C 29 - Test Method for Unit Weight and Voids in Aggregate. cutting is permitted. Do not flame cut holes or enlarge holes by burning. 8. All contact persons, company they represent, address, and phone number to be included 1. Use a qualified testing agency for preparing and reporting proposed mix designs for C. Piece concrete, screed, and wood float surfaces to a smooth and uniform finish, free of open recommended adhesive or pressure-sensitive tape. --- 0 2. ASTM C 31 - Test Methods of Making and Curing Concrete Test Specimens in the Field. D. Corrections: The fabricator or erector shall correct deficiencies in structural steel work which in respective manuals. laboratory trial mix basis. texturing and exposed aggregate. Provide exposed exterior surfaces with a light broom finish. 1. Available Products: - 3. ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens. inspection and test reports have indicated to be not in compliance with the specified requirements. PART 3 - EXECUTION B. Proportion mixes according to ACI 211.1 and ACI 301 to provide normal-weight concrete with the properties listed in Section 03300. D. Apply approved curing compound on finished surfaces immediately after placement. Apply in a. W.R. Meadows; Vapor-Mat 6. > I 0 1-- 4. ASTM C127 - Test Method for Specific Gravity and Absorption of Course Aggregate. Perform all additional tests required to reconfirm non-compliance of the original work and to accordance with manufacturer's recommendations. b. Fortifiber Corporation; Moistop Ultra A. 0 - 0 _ id(LU 5. ASTM C 128 - Test Method for Specific Gravity and Absorption of Fine Aggregate. show compliance of corrected work. Retesting of non-conforming work shall be paid by the 3.1 INS'IRUCTION MANUALS C. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement according to ACI 301 limits as if concrete were exposed to deicing chemicals. E. Control and construction joints in concrete shall be as indicated on the plans or as directed. c. Stego Industries, LLC; Stego Wrap, 6 mils. _J 6. ASTM C 136 - Method for Sieve Analysis of Fine and Course Aggregate. Contractor. Control joints shall be cast or tooled to a minimum depth of 1-1/2" x 1,4" wide. Construction B. Fine-Graded Granular Material: Clean mixture of crushed stone, crushed gravel, and Ir-: IL A. Preliminary: D. Concrete-mix design adjustments may be considered if characteristics of materials, Project 7. ASTM C 138 - Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete. E. All welders employed during erection of structural steel must be certified by The American joints shall be as detailed and located not more than 50 feet on center. manufactured or natural sand; ASTM D 448, Size 10, with 100 percent passing a 3/8-inch --"D _ 0 1. Prepare a preliminary draft of each proposed Manual. conditions, weather, test results, or other circumstances warrant. Resubmit and obtain approval CNI 8. ASTM C 143 - Test Method for Slump of Hydraulic Cement Concrete. Welding Society for type of base materials and positions encountered. Certification testing to be F. Saw cut control joints, if used, shall be made as soon as concrete has hardened to (9.5-mm) sieve, 10 to 30 percent passing a No. 100 (0.15-mm) sieve, and at least 5 percent r-) 0 2. Show general arrangement, nature of contents in each portion, probable number of drawings of proposed changes to concrete-mix proportions. _ 9. ASTM C 172 - Practice for Sampling Freshly Mixed Concrete. performed at Contractor's expense and copies of Certifications shall be submitted for review upon and their size, and proposed method of binding and covering. sufficiently permit sawing with excessive raveling of edges. All joints should be completed before passing No. 200 (0.075-mm) sieve; complying with deleterious substance limits of ASTM C 33 for 41. 0 10. ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by the Pressure request and maintained at the project site by the Contractor. 3. Secure the Owners Representative approval prior to proceeding. 2.4 CONCRETE MIXING uncontrolled shrinkage cracking occurs. Locate joints not more than 15 feet on center. fine aggregates. Method. G. Tooled control joints on sidewalks and patios shall be a minimum of IA" wide, IC deep, and 0.- ft, IL-. B. Final: Complete the Manuals in strict accordance with the approved preliminary drafts and A. Ready-Mixed Concrete: Measure, botch, mix, and deliver concrete according to ASTM C 94/C 11. ASTM C 496 - Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. 3.8 STEEL JOISTS the Owner's Representative' not more than 6 feet on center. 2.7 CURING MATERIALS K < - 12. ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using A. All steel joists and connections to structural steel members shall be inspected. s review comments. 94M, and furnish batch ticket information. H. Prohibit any vehicle traffic from using pavement for a minimum of seven (7) days after A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application 0 C. Revisions: 1. Do not add water to concrete mix after mixing. Standard Effort (12,400 ft-lbf/ft sq) (600 kN-m/m sq) B. Quality Assurance: All welding performed during the manufacture and erection of steel joists placement. to fresh concrete, certified by curing compound manufacturer to not interfere with bonding of 1. Following the indoctrination and instruction of operation and maintenance personnel, review all 2. Maintain concrete temperature to not exceed 90 deg F (32 deg C). L.LI ILI 13. ASTM D 1188 - Test Method for Bulk Specific Gravity and Density of Compacted Bituminous shall comply with the requirements of AWS D1.1. I. Concrete at all walks, patios, and drive-in stalls shall be sealed with a transparent sealing floor covering. proposed revisions of the Manual with the Owner's Representative. Mixtures Using Paraffin-Coated Specimens. C. Inspect condition of joists after erection; check method of attachment to structures and compound to protect against stains and insure ease of cleaning. 1. Available Products: C)- 0 I- 14. ASTM D 1560 - Test Method for Resistance to Deformation and Cohesion of Bituminous details of bridging and accessories to verify compliance with required standards. 2. If the Contractor is required by the Owner's Representative to revise previously approved PART 3 - EXECUTION J. Sealant to be applied near end of project, near turnover date. a. ChemMasters; Spray-Film. -, 0- Mixtures by Means of Hveem Apparatus. Manuals, compensation will be made as provided for under "Changes" in the General Conditions. K. Surface shall be pressure washed or steam cleaned and allowed to dry prior to application of b. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company; Aquafilm. 0 1.-- (IA° 15. ASTM D 2167 - Test Method for Density and Unit Weight of Soil In-Place by the Rubber 3.9 METAL DECKING D. Instruction: 3.1 PREPARATION sealant. c. L&M Construction Chemicals, Inc.; E-Con. kr) Balloon Method. A. Qualification of Welders: Qualify the welding process and all welders (at Contractor expense), 1. All subcontractors submitting manuals should schedule an appointment with the Store A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by L Allow 24 hours of drying time after application of sealer before allowing vehicle and heavy d. Sika Corporation, Inc.; SikaFilm. 16. ASTM D 2172 - Test Method for Quantitative Extraction of Bitumen from Bituminous Paving and periodically monitor the work in accordance with the requirements of AWS D1.3. Manager to review such Manuals and instruct the Manager on the operation and maintenance of settlement, lateral movement, vibration, and other hazards created by drilled-pier operations. foot traffic on treated areas. B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing (1") ° IIS Mixtures. 3 Testing Laboratory shall inspect steel decking to ensure the material and installation is in equipment involved. This should be conducted by an employee of the subcontractor who is M. Contractor to follow manufacturer's recommendations for application. approximately 9 oz./sq. yd. (305 g/sq. m) when dry. Z 17. ASTM D 2922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear accordance with the specifications and shop drawings. completely familiar with the subject equipment within 30 days of turning over the store to the C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet. 0 Methods (Shallow Depth). Owners Representative. D. Water: Potable. (.1) 18. ASTM D 3017 - Test Method for Moisture Content of Soil and Soil-Aggregate in Place by SECTION 02580 - PAVEMENT MARKING AND ACCESSORIES E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, Nuclear Methods (Shallow Depth). SECTION 02210 - SITE WORK dissipating. 19. ASTM D 4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. PART 1 - GENERAL 1. Available Products: - B. American National Standards Institute (ANSI)/American Society for Testing and Materials (ASTM): PART 1 - GENERAL 1.1 DESCRIPTION a. ChemMasters; Safe-Cure Clear. 1. ANSI/ASTM D 3740 - Practice for Evaluation of Agencies Engaged in Testing and/or b. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company; W.B. Resin Cure. SHEET A. Work included: Provide pavement marking and accessories where shown on the Drawings, as Qz9 Inspection of Soil and Rock as Used in Engineering Design and Construction. 1.1 DESCRIPTION c. L&M Construction Chemicals, Inc.; L&M Cure R. specified herein, and as needed for a complete and proper installation. 2-9 2. ANSI/ASTM E 329 - Practice for Use in the Evaluation of Testing and Inspection Agencies as A. The site work outlined in these drawings and specifications are general in nature and provided d. Unitex; Hydro Cure 309. C.... Used in Construction. for general site guidelines and pricing only. The architect strongly advices the Owner to solicit PART 2 - PRODUCTS F. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, ,c(-)iii„ C. American Welding Society (AWS): the services of a Licensed Civil Engineer and to conduct Soils Testing and Evaluctions. Full civil nondissipating , certified by curing compound manufacturer to not interfere with bonding of floor QW) 1. Document D1.1, Structural Welding Codes. engineering drawings should be provided and reviewed for specific requirements. The documents 2.1 PRODUCTS covering. _ 2. Document D1.3, Structural Welding Codes. provided by the Civil Engineer shall be used for the construction of the site related aspects of A. Pavement Marking Paint: Provide an alkyd-base traffic paint equal to one of the following: 1. Available Products: SPI D. American Concrete Institute (ACI): the project. All installation and related work should comply with all local and national codes and 1. "Promar Traffic Marking Paint", Sherwin-Williams, (216) 566-2000. a. ChemMosters; Safe-Cure & Seal 20. standards of practice. 2. 'Traffic and Zone Marking Paint", Pittsburgh Paints, (888) 774-7732. wa 1. Document 315 (Details and Detailing of Concrete Reinforcement). b. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company; Cure and Seal PART 2 - PRODUCTS 3. "Traffic Zone Paint", Glidden, (216) 344-8222. c. L&M Construction Chemicals, Inc.; Dress & Seal WB. 2. Document 347 (Recommended Practice for Concrete Formwork). B. Precast Concrete Parking Bumpers: If needed, shall be 8" wide by 6" high, 72" long, d. Unitex; Hydro Seal. DWG: 2.1 GENERAL semi-circular in cross section, or other approved configuration. Provide with two predrilled holes 02109 A. Provide all necessary products to complete the requirements of this section. for doweling into pavement. <OM g01-0@ KlgM ZDRiag SECTION 07920 - SEALANTS AND CAULKING 2.2 PRIMERS SECTION 08410 - ALUMINUM ENTRANCE DOORS 2.2 MATERIALS SECTION 09220 - LATH AND PLASTER 3.3 JOINT TREATMENT A. Use only those primers which are non-staining, have been tested for durability on the A. Butt Hinges: Full mortise template hinges, 5-knuckle type, plain-bearing and ball-bearing as A. General: PART 1 - GENERAL surfaces to be sealed, and are specifically recommended for this installation by the manufacturer PART 1 - GENERAL noted on schedule. PART 1 - GENERAL 1. Inspect areas to be joint treated, verifying that the gypsum wallboard fits snugly against of the sealant used. B. Locksets and Latchsets: Schlage AL Series cylindrical lockset levers; Saturn design, function as supporting framework. 1.1 DESCRIPTION 1.1 DESCRIPTION listed on schedule. Backsets and strike types as required by conditions. 1.1. DESCRIPTION 2. In areas where joint treatment and compound finishing will be performed, maintain a A. Work included: Throughout the Work, seal and caulk joints where shown on the Drawings and 2.3 BACKUP MATERIALS A. Work included: Provide aluminum doors and frames where shown on the Drawings, as C. Furnish silencers for door frames at the rote of three for each single door and two for each A. Work Included: Provide all Portland cement plaster, metal lath, trim, accessories, and temperature 9 . g p , pe ature of not less than 55 degrees for 24 hours prior to commencing the treatment, and elsewhere as required to provide a positive barrier against passage of moisture and passage of A. Use only those backup materials which are specifically recommended for this installation by specified herein, and as needed for a complete and proper installation. door or pair of doors; except weather-stripped doors and doors with light seals or sound seals. installation. until joint and finishing compounds have dried. air. the manufacturer of the sealant used, which are non-absorbent, and which are non-staining. D. Weatherstripping: Provide weatherstrips at all exterior hollow metal door jambs and heads. 3. Apply the joint treatment and finishing compound by machine or hand tool. B. Acceptable types include: PART 2 - PRODUCTS PP g' P , ApP Y I 9 P Y Ezzi PART 2 - PRODUCTS 4. Provide a minimum drying time of 24 hours between coats, with additional drying time in PART 2 - PRODUCTS 1. Denver Foam or equal. 2.3 OTHER MATERIALS poorly ventilated areas. C. Preformed support strips for ceramic tile control joint and expansion joint work: Use 2.1 ALUMINUM ENTRANCES AND STOREFRONTS A. Provide other materials, not specifically described but required for a complete and proper 2.1 MATERIALS B. Embedding compounds: O2.1 SEALANTS polyisobutylene or polychloroprene rubber. A. Acceptable Manufacturers: For A. Except as specifically otherwise approved by the Owner's Representative, use only the types of P purposes of these specifications, provide products by United installation, as selected by the Contractor subject to the approval of the Owner's Representative. A. Building Paper: 15# asphalt impregnated paper. 1. Apply to gypsum wallboard joints and fastener heads in a thin uniform layer. P Pe Y PP Y P Y YP States Aluminum Corp., (800) 627-6440. Equal products by the following manufacturers shall be B. Metal Lath: Galvanized metal, self-furred, expanded or woven wire with backing, (ASTM 847 2. Spread the compound not less than 3" wide at joints, center the reinforcing tape in the sealants described in this Article. 2.4 BOND-PREVENTATIVE MATERIALS acceptable: 2.4 FINISHES or ASTM C1032) joint, and embed the tape in the compound. Then spread a thin layer of compound over the B. Provide one-component, polyurethane based compound complying with Fed Spec A. Use only one of the following as best suited for the application, and as recommended by the 1. No. 190 Narrow Stile, by Kowneer Corp., (770) 449-5555. A. US 26D on all hardware, unless noted otherwise. C. Corner and Casing Beads: Zinc alloy expanded flange, or plastic components tape. TT-S-00227c, with each color of sealant and each class of sealant the product of a single manufacturer of the sealant used: 2. NS 72, Amalite Narrow Style, by Arch. Aluminum & Glass Co., Inc., (800) 432-8132. 3. After this treatment has dried, apply a second coat of embedding compound to joints and manufacturer selected from the following, or equal products approved in advance by the Owner's 1. Polyethylene tape, pressure-sensitive adhesive, with the adhesive required only to hold tape Y ( ) (polyvinyl-chloride). 9 Po 1 Representative. to the construction materials as indicated; B. Materials: 2.5 KEYING D. Mechanical Fasteners: Non-corrosive, self taping, with head or washer added so that fastener heads, spreading in a thin uniform coat to not less than 6" wide at joints, and feather 1. ENTRANCES: A. Keying system shall be a Schlage grand-master key system (No Substitutions). Final keying fastener head holds the lath. edged. A4? 1. Interior Caulking and Sealant material for the building joints shall be equal to one of the a. Aluminum entrances shall be United States Aluminum No. 250. narrow stile doors. shall be in accordance with Owner's requirements and approved keying schedule. Supplier shall E. Tie Wire: Galvanized steel, 16 gauge, 4. Sandpaper required. following: 2.5 MASKING TAPE ge, soft annealed. paper between coats as r uired. 0,0D a. No. 864 Architectural Silicone _ A For masking around joints, provide masking tape complying with Fed Spec UU-T-106c. b. Vertical stiles shall be 2", top rail shall be 2-1/8", and bottom rail 10". meet with the Owner or his representative in order to finalize keying requirements. F. Aggregates: Natural or manufactured sand comforming to ASTM C897. 5. When thoroughly dry, sandpaper to eliminate ridges and high points. o Silica a Sealant, by Pecora, (215) 723 6051. P c. Corner construction shall consist of both sigma deep � b. No. 790 Silicone Building Sealant, by Dow 496-6000. 9 p penetration weld and bottom fastening. B. Lock keys, knock-out keys and master and grand-master keys shall be delivered directly to G. Water: Shall be clear, clean and potable without foreign matter. C. Finishing compounds: g y Corning, (517) 496 6000. 2.6 OTHER MATERIALS d. Glazing stops shall be snap-in type with neoprene bulb type glazing. No exposed screws the Owner's Representative by the Hardware Supplier. H. Cement: Type I or II Portland cement meeting ASTM C150. 1. After embedding compound is thoroughly dry and has been completely sanded, apply a coat r� C. No. SCS 1000 Contractor's Silicone Sealant, by General Electric, (800) 332-3390. A. Provide other materials, not specifically shall be required to secure stops. Stops on exterior side shall be lock-in tamper proof type. C. Keys shall be tagged with Lund C 1507 tags indicating the door number shown on the I. Additive for Portland Cement: Acryl 60 as manufactured by Thoro System Products. of finishing compound to joints and fastener heads. 2. Exterior Caulking and Sealant material for the building joints shall be equal to one of the de e m a s. of sp a y described but required for complete and proper P P YP Y 99 g g �' y Y " FRED A. HA RIS' ` installation, as selected by the Contractor subject to the approval e. Door leaf shall be equipped with adjustable mechanism located in top rail near lock stile, architectural drawings. J. Finishing Coat: Thoroseal Plaster Mix, Color shall be #447, "Thorn Gray", waterproof coating 2. Feather the finishing compound to not less than 12 wide. following: Y 1 pproval of the Owner's Representative. which will provide for minor clearance adjustments after installation. g y P g 3. When thoroughly d P adjustments D. Furnish three (3) keys for each lock and deliver to Owner's Representative. by Thoro. g y ry, sandpaper to obtain a uniformly smooth surface, taking care to not .� a. Temco Vulken 116 Gun Grade Polyurethane Sealant (800) 321-7906. f. Provide with nylon pad setting blocks for glazing bead with offset levelizer to allow " scuff the paper surface of the wallboard. �. ✓ PART 3 - EXECUTION K. Color Coat: Thorocoat, 100% Acrylic, color shall be #447, "Thorn Gray", texture shall be fine, b. Sonneborne NP1 Gun Grade Polyurethane Sealant (800) 433-9517. adjustment of glazing. 2.6 TOOLS AND MANUALS as manufactured by Thoro System Products. 3.4 CORNER TREATMENT C. No. SCS 1000 Contractor's Silicone Sealant, by General Electric, (800) 332-3390. 3.1 SURFACE CONDITIONS g. Hardware for all doors shall be equal to the following unless indicated otherwise and shall A. With the delivery of permanent keys, deliver to the Owner one complete set of adjustment tools L. Contact Thoro System Products, a division of Chemrex for any additional information or for SALEM, OREGON 3. Primer, where required shall be used as recommended by manufacturer of sealant, having A. Examine the areas and conditions under which work of this Section will be performed. match entrance finish. and one set of maintenance manuals for locksets, latchsets, closers, and panic devices. A. Internal corners: Treat as specified for joints, except fold the reinforcing tape lengthwise P 2. PIVOTS: Doors to be (Center-hung, Acting) (Offset-hung, Single-Acting) P local suppliers at (800) 433-9517. through the middle and fit neatly into the corner. been tested for staining and durability on samples of actual surfaces to be sealed. Correct conditions detrimental to timely and proper completion of the Work. Do not (Center-hun Double Actin or Offset-hun Sin le-Actin as 9 Y 1 Y P P PI proceed until B. External comers: 7j ('; 4. For other services, provide products especially formulated for the proposed use and approved unsatisfactory conditions are corrected. indicated on the drawings. " " 2.7 HARDWARE SCHEDULE 2.2 MIXES ,(_ `� in advance by the Owner's Representative. 6. THRESHOLDS: Aluminum 1/2" x 4", with weatherproof adapter. Provide one piece, full width A. Proportions: 1. Install the specified corner bead, fitting neatly over the corner and securing with the some �Q C. Colors: of all door openings. Hardware Set No. 1 type fasteners used for installing the wallboard. OF lv 3.2 PREPARATION 1. Scratch coat: 94 pounds portland cement, 40 to 5fl pounds Time and 5 to 6 cubic feet 2. Space the fasteners approximately 6" on centers, and drive through the wallboard into the 1. Colors of sealant shall match adjacent wall material finish color. A. Concrete surfaces: 7. WEATHER-STRIPPING: Provide "Wool" pile weather-stripping. Provide bottom rail sand. 2. Should such standard color not be available from the approved manufacturer except at 1. Install only on surfaces which are dry, sound, and well brushed, wiping free from dust. weather-strip at all exterior doors. 1 Sgl Dr #101A Exterior FM Vest 101 3'-0"x7'-0"x1-3/4" RHR AL x AL 2. Brown coat: 94 pounds portland cement, 50 pounds lime, and 6 to 7 cubic feet sand. framing or furring member. additional charge, provide such colors at no additional cost to the Owner. 2. At open joints, remove dust by mechanically blown compressed air if so required. 8. GLAZING: To be 1,4" thick, tempered clear glass. 1 Sgl Dr #1016 Exterior FM Vest 101 3'-0"x7'-0"x1-3/4" LHR AL x AL B. Finish Coat: Mix in accordance with manufacturer's instructions. 3. After the corner bead has been secured into position, treat the corner with joint compound D. In concealed installations, and in partially or fully exposed installations where so approved by 3. Use solvent to remove oil and grease, wiping the surfaces with clean rags. 9. STOREFRONT: Aluminum door frames shall have lift" x 41/2" profile and 0.125" wall thickness C. Mixing: and reinforcing tape as specified for joints, feathering the joint compound out from 8" to 10" on (f)the Owner's Representative, use standard gray or block sealant. 4. Where surfaces have been treated, remove the surface treatment by sandblasting or wire as manufactured by United States Aluminum. P 2 ea Mortise Cylinder 30-008-613 Schlage 1. Mechanically mix materials. Thoroughly mix materials dry before adding water. each side of the corner. Z brushing. 10. FINISHES: Door and frame aluminum finish to be anodized black. 2 ea Threshold 327x36" National Guard 2. Clean equipment after each batch. 0 5. Remove laitance and mortar from joint cavities. 2 ea Door Stop 267FxUS26D Hager 3. Discard frozen, caked, and hardened mixes; do not retemper. 6. Where backstop is required, insert the approved backup into the joint cavity to the depth 2.2 FINISH HARDWARE 3.5 OTHER METAL TRIM U) recommended by sealant manufacturer. A. Prepare for, receive, and install the finish hardware furnished under Section 08710 of these Balance of hardware by door manufacturer PART 3 - EXECUTION A. General: B. Steel surfaces: Specifications. Provide any other hardware not specifically listed, but required for proper door 1. The Drawings do not purport to show all locations and requirements for metal trim. 1. Steel surfaces in contact with sealant: operation. Hardware Set No. 1A 3.1 INSTALLATION OF METAL LATH 2. Carefully study the Drawings and the installation, and provide all metal trim normally W a. Sandblast as required to achieve acceptable surface for bond. B. Procedures: A. Install over building paper attached with nails to plywood substrate. recommended by the manufacturer of the gypsum wallboard approved for use in this Work. CC b. If sandblasting is not practical, or would damage adjacent finish, scrape the metal or wire 1. Perform all fitting of finish hardware to doors and frames at the factory; except do not drill 1 Sgl Dr #103 Exterior FM DT-Window 103 2'-6"x7'-0"x1-3/4" LHR AL x AL B. Apply with long dimension perpendicular to supports, with end joints staggered. Secure end B. Control Joints: Space at 30'-0" OC maximum. Locate over door heads, borrowed lites, etc. brush to remove mill scale. or tap for surface mounted items until time of installation at the site. laps with tie wire where they occur between supports. in line with metal frames. C.) c. Use solvent to remove oil and grease, wiping the surfaces with clean rags. 2. Comply with finish hardware manufacturer's instructions and template requirements. 1 ea Mortise Cylinder 30-008-613 Schlage C. Lap ends minimum 1 inch and sides minimum 1-1/2 inches. Z 2. Remove protective coatings on steel by sandblasting or by using a solvent which leaves no 3. Use concealed fasteners to the maximum extent practicable. 1 ea Threshold 327x36" National Guard D. Secure to metal framing with wire ties at maximum 6 inches on center. 3.6 CLEANING UP <residue. E. Cut and secure lath at each side of control joints. A. In addition to other requirements for cleaning, use necessary care to prevent scattering C. Aluminum surfaces: 2.3 FABRICATION q g ry P g i. Aluminum surfaces in contact with sealant: Balance of hardware by door manufacturer F. Reinforce corners of openings with 6 x 12 inch lath strip installed diagonally at each corner, gypsum wallboard scraps and dust, and to prevent tracking gypsum and joint finishing compound A. Fabricate anodized aluminum frame to allow for clearance and shim space around perimeter Hardware Set No. 2 wire tied to lath. onto floor surfaces. V) 4 a. Remove temporary protective coatings, dirt, oil, and grease. of assemblies, to enable installation. Provide for thermal movement. G. If lath is not continued minimum 3 inches on each side of internal corners, reinforce with 12 B. At completion of each segment of installation in a room or space, promptly pick up and W r b. When masking tape is used for protective cover, remove the tape prior to applying the B. Fabricate in strict accordance with the manufacturer's specifications and Shop Drawings as 1 Sgl Dr #108 Exterior FM Receiving 108 3'-8"x7'-0"x1-3/4" RHR HMD x HMF inch wide lath strip bent at 90 degrees and wire tied to lath. remove from the working area all scrap, debris, and surplus material of this Section. D m sealant. approved by the Owner's Representative, prefabricating in the shop to the maximum extent 1 Sgl Dr #112 Exterior FM Service Yard 3'-8"x7'-0"x1-3/4" RHR (/) 2. Use only such solvents to remove protective coatings as are recommended for that purpose practicable. 3.2 INSTALLATION OF ACCESSORIES cn by the manufacturer of the aluminum work, and which are non-staining. C. Provide hairline fit at joints, with smooth continuity of line and accurate relation of planes 1 Continuous Geared Hinge Hager Model 680 A. Set level and true to line; securely wire tie to lath, SECTION 09265 - CEMENTTIOUS TILE BACKER BOARD _ ~ 3.3 INSTALLATION OF BACKUP MATERIAL and angles. Securely fasten. 1 Exit Device V4OXEB Detex (Not at 112) B. Casing Beads: Install where plaster abuts dissimilar material or stops with edge exposed. re A. Use only the backup material recommended by the manufacturer of the sealant used, and Install around door, window, and louvered openings so that a " wide joint for caulking is created w 1 I/C Rim Cylinder 20-057-626 Schlage PART 1 - GENERAL a_ PART 3 - EXECUTION between wall finish and framing. Install casing beads at all areas where wall panels end against approved for the particular installation, compressing the backup material 25% to 50% to achieve a 1 I/C Cores 23-O3EVx626xC123 Schlage 1,4" positive and secure fit. 1 Door Closer 8501 BFxAL Norton (Not at 112) concrete floors leaving a ,4 wide joint for caulking 1.1 DESCRIPTION 3.1 SURFACE CONDITIONS C. Corner Beads: Install at external corners. A. Work included: Provide gypsum drywall and accessories where shown on the Drawings, B. When using backup of tube or rod stock, avoid lengthwise stretching of the material. Do not A. Examine the areas and conditions under which work of this Section will be performed. 1 Kickplate 190S 1O"x42"x630 Hager D. Control Joints: 9YP ry g ' as o twist or braid hose or rod backup stock. P " specified herein, and as needed for a complete and proper installation. {,LJ a P Correct conditions detrimental to timely and proper completion of the Work. Do not 1 Threshold 324ALx44 National Guard (Not at i i 2 joints continuous; Y P p p proceed until " " ( ) 1. Run vertical butt horizontal joints into vertical joints. N unsatisfactory conditions are corrected. 1 Weatherstrip 11ONS 44x84 Notional Guard (Not at 112) 2. Apply sealant to form waterstop behind joints at intersections. 3.4 PRIMING PART 2 - PRODUCTS o� 1 Door Bottom 102AV-44 National Guard (Not at 112) 3. Install joints with flange under self-furring lath. See drawings for specific control joint < N A. Use only the primer recommended by the manufacturer of the sealant, and approved for the » I PP 3.2 COORDINATION 1 Drip Cap 16ADx60 National Guard (Not at 112) locations. 2.1 CEMENTITIOUS TILE BACKER BOARD 0 particular installation, applying in strict accordance with the manufacturer's recommendations as A. Coordinate as required with other trades to assure proper and adequate provision in the work 1 Reinforcement Pivot 253XUS26 Stanley (Not at 112 E. All joints and casing beads at intersections and terminations should be embedded in and approved b the Owner's Re Representative. Y ( ) A. Provide fiber reinforced cement tile backer board, t/i" thick (or 5/8", see drawings). ° PP by P of those trades for interface with the work of this Section. " weather-sealed with caulking. 1 Cane Bolt CD1009-12 x2C Hager B. Provide backer board by one of the following: 3.5 BOND-BREAKER INSTALLATION B. Make measurements as required in the field to assure proper fit. "Durock",Apply plaster ION OF PIASTER 1. Durock, by USG, (888) 834-2371. <`�<1 � Hardware Set No. 3 2. "Permabase", by National Gypsum Co., (704) 365-7300. A. Provide an approved bond-breaker where recommended by the manufacturer of the sealant, 3.3 INSTALLATION A. Apply plaster by hand or machine in accordance with ASTM C 926. " Y " YP ( ) Z adhering strictly to the installation recommendations as approved by the Owner's Representative. A. Install the work of this Section in strict accordance with the original design, the approved B. Apply scratch, brown, and finish coats to minimum 5 8 inch thickness from face of lath. 3. Gyproc Moisture Guard", by Georgia Pacific-Gypsum Products, (800) 284-5347. Shop Drawings, 1 Sgl Dr #109 Exterior FM Utility 109 3'-0"x7'-0"x1-3/4" LHR HMD x HMF PPY / p g pertinent requirements of governmental agencies having jurisdiction, and the C. Dampen each coat prior to applying succeeding coats. 3.6 INSTALLATION OF SEALANTS manufacturer's recommended installation procedures as approved D. Scratch Coat: 2.2 MANUFACTURER p pproved by the Owner's Representative, 1 Continuous Geared Hinge Hager Model S80 A. Provide cement tile backer board as manufactured b United States G sum U.S.G. A. Prior to start of installation in each joint, verify the joint type according to details on the anchoring all components firmly into position for long life. 1 Lockset AL.80PDxSATx626X10-025 Schlage 1. Apply to nominal 3/8 inch thickness. by Gypsum ( ) Drawings, or as otherwise directed by the Owner's Representative, and verify that the required B. Remove protective coating completely from exposed surfaces as soon as progress of the Work 1 I/C Cores 23-03EVx626xC123 Schlage 2. Form full keys on lath. Cross rake surface to bond brown coat. 2.3 OTHER MATERIALS +L proportion of width of joint to depth of joint has been secured. will permit with safety. " 3. Damp cure. B. Equipment: C. When glazing is performed under this Section, 1 Threshold 324ALx36 National Guard 9 9 p provide the types of glass required and glaze " E. Brown Coat: A. Provide other materials, not specifically described but required for a complete and proper [ii§,tt•:;"s;,: Z 8-1 Weatherstri ' ?'^:r�.y 1. Apply sealant under pressure with power-actuated or hand gun, or by other appropriate in accordance with pertinent provisions of Section 08800 of these Specifications. p 110NS 36 x84 National Guard 1. Apply to nominal 3/8 inch thickness. installation, as selected by the Contractor subject to the approval of the Owners Representative. , .4�,. 0► v c+►� means. D. Anchors and Bracing: Properly locate and fasten anchoring devices into structure. 1 Drip Cap 16ADx4fl National Guard ,{u ...sr..: O 9' P Y 9 " 2. Bring out to grounds and rod level. ?.."'�Y'',� �w�. --- t- c� 2. Use guns with nozzle of proper size, and providing sufficient pressure to completely fill the E. Dissimilar materials: Isolate aluminum surfaces contacting steel or other ferrous metals using 1 Door Sweep 102V-36" National Guard 3. Damp cure. PART 3 - EXECUTION [ $&$ .r ;�, i''.1 t` U) joints as designed. EC-1202 tape or chromate paint. Isolate aluminum surfaces contacting concrete or masonry 1 Cane Bolt CD1009-12"x2C Hager F. Finish Coat: ['`,fl*, z C. Thoroughly and completely mask joints where the appearance W g y p y j ppearance of sealant on adjacent surfaces using asphalt mastic. Apply isolation materials to dissimilar surfaces. 3.1 SURFACE CONDITIONS t� Z ua 1. Apply to nominal 1/8 inch thickness. A Examine the areas and conditions under which work of this Section will be performed. �� O ~ would be objectionable. Hardware Set No. 4 2. Work from wet edges to apply unbroken area in one continuous operation to eliminate joints. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until O D. Install the sealant in strict accordance with the manufacturer's recommendations, thoroughly 3. Apply texture to match approved samples. Y P P P P ®� t2 d filling joints to the recommended depth. 1 Sgl Dr 110 Restroom 110 3'-0"x7.-0"x1-3/4" HMD x HMF APP y PP unsatisfactory conditions are corrected. t� W re E. Tool joints to the profile shown on the Drawings, or as otherwise required if such g # / 4. Finish surfaces true to plane, plumb and with neat, sharp corners and intersections. 0 re re j P 9 q profiles are 1 Sgl Dr 111 Restroom 111 3'-0"x71-0"x1-3/4" HMD x HMF 5. Work in by trim, r.. 0 a not shown on the Drawings. g # panels to nearest natural break formed b intersections, corners, nm, and 3.2 INSTALLATION 0 E� 0 cr accessories. A. General: Q„ F. Precautions: SECTION 08520 - ALUMINUM WINDOWS 1 Continuous Geared Hinge Hager Model 680 6. Tool plaster to V-joint at trim, grounds and accessories. LIJ 1. Install the sealant in strict accordance with the manufactures printed instructions and 2 Privacy Lockset AL40SxSATx626X10-025 Schlage 7. Wet finish coat 1. Install the cementitious backer board in accordance with the manufacturers recommendations w Y g periodically for minimum 48 hours after application; apply as much water as and as shown on the drawings. " Lo d warnings. PART 1 - GENERAL 2 Kickplate 1905 10"x34"x630 Hager is readily absorbed. 2. Install with 1/8" thick shims where used in conjunction with 5/8" gypsum wallboard. CO Z ,.et CO i- 2. Provide proper and adequate ventilation during the application, during installation, and until 2 Door Closer 8501 BFxAL Norton G. Installation Tolerance: Surfaces true to 1/4 inch in 10 feet. o = r i properly cured or dry. 1.1 DESCRIPTION 2 Wall Stops 236Wx630 Hager • z 3. Provide proper and adequate application, storage, and disposal of the sealant to prevent A. Work included: Provide aluminum doors and frames where shown on the Drawings, as 1 Signage HC "Women" 0 110 (Mounted to side of door - ref plan) 3.4 COLOR COAT - potential of an environmental hazard. specified herein, and as needed for a complete and proper installation. 1 Signage HC "Men" 0 111 (Mounted to side of door - ref plan) A. Apply per manufacturers recommendations. �,,,� LU b z G. Cleaning up: { p ) PP Y P 1. Remove masking tope immediately after joints have been tooled. PART 2 - PRODUCTS B. Apply color coat, fine, by roller, brush or plaster type finish sprayer. When using roller, finish SECTION 09270 - FIBERGLASS REINFORCED PLASTIC WALL PANELS O Z L Oil 2. Clean adjacent surfaces free from sealant as the installation The following is additional hardware (per door) where doors are used in exterior walls strokes should finish in the same direction. (j� u< < progresses, using solvent or g (P ) PART 1 - GENERAL D 4 oc a cleaning agent recommended by the manufacture of the sealant used. 2.1 ALUMINUM WINDOWS us 1 Deadlock B660JDX626 Bommer 3.5 ADJUSTING A. Acceptable Manufacturers: For purposes of these specifications, provide products by United A. Repair or replace damaged, discolored, and defective plaster. Match patched areas to tY il„States Aluminum Corp., ) Equal products by following 1 Threshold 324ALx36 National Guard P P g P P 1.1. SECTION INCLUDES - 0 SECTION 08100 - METAL DOORS AND FRAMES p., 800 627-6440. E ual roducts b the followin manufacturers shall be " » surrounding plaster. acceptable: 1 Weatherstrip 110NS 36 x84 Notional Guard g P A Provide fiberglass wall panels where shown on the Drawings. as specified herein and as W c' P " 3.6 CLEANING = ao W w 1 Drip Cap 16ADx40 National Guard needed for a complete and proper installation. c,r PART 1 - GENERAL 1. Tri-fob, by Kawneer Corp., (770) 449-5555. _ > m 2. NR6 Thermal, by Arch. Alum Se Glass, Co., (800) 433-8132. 1 Door Sweep 102V-36" National Guard A. Clean trim and accessories. PART 2 - PRODUCTS Z 6 w 1.1 DESCRIPTION B. Materials: Hardware Set No. 5 �+ {J r� m A. Work included: Provide metal doors and frames, which are not specifically described in other 1. ALUMINUM WINDOWS: Types 1, 2, 3, and 4, shall be approximately 1-1/4" x 2-1/2" sash, 2.1 MANUFACTURERS ' Sections of these Specifications, where shown on the Drawings, as specified herein, and as needed profile no. M-221. A. Products listed herein ore as manufactured by Marlite (330) 343-6621. for a complete and proper installation. 2. GLAZING: Fixed lites shall be 5/8" thick, double 1 Sgl Dr #112A Ext to Restroom Vest 112 3'-0"xT-Q"x1-3/4" LH HMD x HMF Y ( ) d �[ a f apply touch-up of compatible air-drying primer. / pane. sealed insulating glass, both lites SECTION 09260 - GYPSUM WALLBOARD SYSTEMS B. Other acceptable manufactures: P Pa ►Y 9 P clear. 1.5 pr Butts BB5000 4.5x4.5x63flxNRP Bommer 1. "Glosbord-P", by Kemlite Company, (800) 435-0080. PART 2 - PRODUCTS 3. FINISHES: Anodized Black. 1 Latchset AL1 OSxSATx626X10-025 Schlage PART 1 - GENERAL 2. "Class A", by Lasco, (859) 371-7720. 2.2 FABRICATION 1 Dbl Cyl Deadlock B660RDx626x2-3/4" Schlage 1.1 DESCRIPTION 2.1 METAL DOORS 1 I/C Cores 23-03EVx626xC123 Schlage A. Work included: Provide gypsum drywall and accessories where shown on the Drawings, 2A. MATERIALS A. Fabricate in strict accordance with the manufacturer's specifications and Shop Drawings as gyP rY gs. as A. Fiberglass Reinforced Plastic Panels (FRP): 3 32" thick, 4'x8' panels, P-100 "White", Pebble A. Type and design: . P P g 1 Door Closer 8501 BFxAL Norton 9 ( ): / p W approved by the Owners Representative. " specified herein, and as needed for a complete and proper installation. finish, Class C/III Z 0 1. Provide full-flush design, in dimensions and types shown on the Drawings, labeled or 1 Kickplate 1905 10 x34 x630 Hager } _ CC CC B. Provide extruded panning and/or extenders as detailed on the drawings for complete closure » B. Where higher fire rating may be required by local codes, provide ands of Class A I g. non-labeled as indicated on the Door Schedule in the Drawings, in 18 gauge for interior doors 1 Threshold 324ALx36" National Guard PART 2 - PRODUCTS 9 9 Y eq y panels / rating. AC m O C� and 16 gage for exterior doors, properly reinforced for the finish hardware described in Section of opening. Contractor shall coordinate with the vinyl siding or other exterior finish requirements. P " " C. Provide PVC outside corner 1 Weatherstrip 110NS 36 x84 National Guard guard, M-961 P-100 "White". A 1" 08710 of these Specifications. PART 3 - EXECUTION 1 Door Bottom 102V-36" National Guard 2.1 GYPSUM WALLBOARD D. FRP accessories including adhesives, corner trims, division trim, and edge trim shall be as O a. Provide G90 galvanization on all exterior doors and frames. » » A. General: indicated on the drawings, or as otherwise required for a complete and proper installation. < Z 2. Doors shall be flush type, Heavy Duty, 1-3/4" 1 Signage "Restrooms" (Mounted to side of Door) 48" lid -ai o 0 E. Silicone sealant shall be as specified in Section 07900. o F Grade II, 1-3 4" thick. 1. Provide gypsum wallboard complying with Fed Spec SS-L-30D, in 48 widths and in such N 3.1 SURFACE CONDITIONS 9YP P B. Finish: A. Examine the areas and conditions under which work of this Section will be performed. Hardware Set No. 6 lengths as will result in a minimum of joints. 2.3 OTHER MATERIALS tU >a 3 S 1. Pre-clean and shop prime (with baked-on zinc chromate point) each door for finish painting Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until 2. Gypsum board shall be 5/8", with tapered long edges. Trim: } In which will be performed at the job site under Section 09900 of these Specifications. 5/8" A. Tim: Vinyl Molding Trim as supplied by the manufacturer of the panels for corners, vertical t- - o° unsatisfactory conditions are corrected. 1 Sgl Dr #1126 RR Vest 112 to Rec g 108 3'-0"x7'-0"x1-3/4" RHR HMD x HMF 3. Fire-retardant wallboard: Provide type III, grade X, class 1, 5/8 thick. Provide behind tZ >- C. Acceptable products: joints, openings and ceiling intersections. z z�!' and adjacent to all kitchen hoods. B. Fasteners: Nylon drive rivets. Z a i- 1. Comply with applicable requirements of Steel Door Institute "Recommended Specifications for 3.2 COORDINATION 1.5 pr Butts BB5000 4.5x4.5x630xNRP Bommer 4. Water-resistant wallboard: Provide type VII, grade W or X as required, class 2, 5/8" (thick C. Provide other materials, not specifically described but required for a complete n U ce w of specrf ly sc ed t q and proper Z Standard Steel Doors and Frames" (SDI 100), except as otherwise indicated by specific A. Coordinate as required with other trades to assure proper and adequate provision in the work 1 Latchset AL80PDxSATx626X10-025 Schlage except as may be shown otherwise on the Drawings) at Mop Sink. installation as selected by the Contractor, subject to the approval of the Owner's Representative. to .. o a°' requirements on Drawings or these Specifications. of those trades for interface with the work of this Section. 1 I/C Cores 23-03EVx626xC123 Schlage 5. At the Contractor's Option, and at no additional charge to the Owner, 5/8" Type "WR-X" Y subject PP P U 0 0 W <C°°N 2. Underwriter's Laboratories Inc. (UL) and Factory Mutual (FM) as required for fire rated B. Make measurements as required in the field to assure proper fit. 1 Door Closer 8501 BFxAL Norton may be used throughout the building for simplicity of ordering, storage, and construction. PART 3 - EXECUTION - -7 r v _U w c?r assemblies. " » 2 Kickplates 190S 10 x34 x630 Hager Z oz 3, Cold rolled stretcher leveled steel face sheets full flush construction, conforming with ASTM 3.3 INSTALLATION 1 Threshold 324ALx36" National Guard 2.2 METAL TRIM 4 -I IL o< 3.1 SURFACE CONDITIONS a _( li.. L�w�<< A366. A. Install the work of this Section in strict accordance with the original design, the approved » m Shop Drawings, 1 Door Bottom 102V-36" National Guard A. Form from zinc-coated steel not lighter than 26 gauge, complying with Fed Spec QQ-S-775, A. Examine the areas and conditions under which Work of this Section will be performed. (/) 0 M °z 4. Face sheets connected together with continuous vertical steel stiffeners spaced 6" maximum P 9 , pertinent requirements of governmental agencies having jurisdiction, and the " type I, class d or e. 0) 01-- on center. manufacturer's recommended installation procedures as approved by the Owner's Representative, 1 Signage "This door to remain unlocked during business hours" B. Casing beads: Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until 0 Q i-Q w 5. Face sheets to meet at both edges of door and weld to internal 14 gage continuous strip. anchoring all components firmly into position for long life. g unsatisfactory conditions are corrected. 2 '---? z>p 9 P Y P 9 1. Provide channel-shapes with an exposed wing, and with a concealed wing not less than 2 C) O 6 El Exposed joint filled and ground smooth. » i / O z ° PART 3 - EXECUTION 7/8" wide. 3.2 INSTALLATION w 6. Close and reinforce top and bottom of door with channels, full width of door. SECTION 08710 - FINISH HARDWARE / 2. The exposed wing may be covered with paper cemented to the metal, but shall be suitable A. Installation of panels shall be in strict accordance with the manufacturer's recommendations. � __/ �°w 7. Exterior doors shall have tops closed (waterproof) by 14 gauge continuous channel welded, 3.1 INSTALLATION; HARDWARE for joint treatment. B. N Q w I- filled, and ground smooth. Tops must not collect water. PART 1 - GENERAL. 8. Provide door with polystyrene core, laminated to inside faces for insulation and sound A. Mount hardware units at heights recommended in "Recommended locations for Builder's C. Corner beads: Provide angle shapes with wings not less than 7/8" wide and perforated for C. Promptly upon completion of installation, clean all exposed surfaces with methods and ( I 8I-o deadening. 1.1 DESCRIPTION Hardware by NBHA except as required to comply with governing regulations. nailing and joint treatment, or with combination metal and paper wings bonded together, not less materials recommended by the manufacturer of the panels. 8 00 z m z A. Work included: B. Install each hardware item in compliance with the manufacturer's instructions and than 1-1/4" wide and suitable for joint treatment. 9. Concealed reinforcement for hardware (same as for frames). i 00 3 p 1. Furnish finish hardware required to complete the Work as shown on the Drawings and as recommendations. Wherever cutting and fitting is required to install hardware onto or into D. Edge beads for use at perimeter of ceilings: C3� ¢r= D. Acceptable manufacturers: Provide doors by one of the following acceptable manufacturers: surfaces which are later to be pointed or finished in another way, install each item completely 1. Provide angle shapes with wings not less than 3/4" wide. 0'5' 1. D-Series doors by Fleming, (800) 263-7515. specified herein; P P 9 2. Furnish trim attachments and fastenings, specified or otherwise required, for proper and and then remove and store in a secure place during the finished application. After completion of 2. Provide concealed wing perforated for nailing, and exposed wing edge folded flat. m 1_ u a: 2. H.M. w/polystyrene core, by North American Door Corp., (800) 660-3550. the finishes, re-install each item. Do not install surface-mounted items until finishes have been 3. Exposed wing may be factory finished in white color. ' Lowy)z 3. F-Series doors, by CECO Door Products, 615 661-5030. complete installation; Y ( ) 3. Deliver to the job site those items of finish hardware scheduled to be installed at the job completed on the substrate. �i C I o 0 2.2 METAL FRAMES site; and deliver to other points of installation those items of finish hardware scheduled to be C. Adjust and check each operating item of hardware and each door, to ensure proper operation 2.3 JOINTING SYSTEM ,, factory installed. or function of every unit. Lubricate moving parts with type lubrication recommended by A. Provide a jointing system, including reinforcing tape and compound, designed as a system to r ! CL A. Type and design: 4. Comply with requirements of Americans with Disabilities Act (ADD) and any applicable state or manufacturer (graphite-type if no other recommended). Replace units which cannot be adjusted be used together and as recommended for this use by the manufacturer of the gypsum wallboard J 5- 1. Provide frames of the types and dimensions shown on the Drawings, labeled or non-labeled local code. and lubricated to operate freely and smoothly as intended for the application made. approved for use on this Work. f " t1 as indicated on the Door Schedule in the Drawings, in 18 gage for interior doors and 16 gages D. Instruct Owner's personnel in proper adjustment and maintenance of hardware and hardware B. Jointing compound may be used for finishing if so recommended by its manufacturer. 0 for exterior doors. 1.2 QUALITY ASSURANCE finishes, during the final adjustment of hardware. 2. Shop assembled, full mitered welded joints. All edges closed to hairline fit. A. Manufacturer: Obtain each kind of hardware (latch and locksets, hinges, closers, etc.) from 2.4 FASTENING DEVICES 3. Mitered faces welded and ground smooth. ( g ) 3.2 INSTALLATION; WEATHERSTRIPPING AND THRESHOLDS A. For fastening gypsum wallboard in place on metal studs and metal channels, use flat-head 4. Adjustable floor knees, and 3 anchors minimum each jamb (max. 24" o.c. spacing). only one manufacturer, even though several are indicated as acceptable manufacturers. " Adjustable 1 { P 9). A. Weatherstrip all exterior doors at heads, jambs and sills in a manner to completely seal the screws, shouldered, specially designed for use with power-driven tools, not less than 1 long, with 5. Ship frames with spreader angles at bottom. 1.3 TEMPLATES openings. self-topping threads and self-drilling points. 6. Frames shall fit wall thickness as specified with a 1/2" lap for 5/8" gypsum board walls. A. Furnish necessary templates and template data to manufacturers of items that will be fitted B. Install an extruded aluminum threshold at all exterior wood doors unless noted otherwise by B. For fastening gypsum wallboard in place on wood, use 1-1/4" type W bugle-head screws, or 7. Frame returns shall be 2". with finish hardware in ample time to avoid delay the details on the Drawings. use annular ring type nails complying with ASTM C514 and of the length required by governmental p yin the work. 9 9 YP 9 q Y 9 8. Door frame jambs shall be prepared to receive 4-1/2" template hinges (for 13/4" doors) B. Furnish hardware with required screws, bolts and fasteners necessary for installation, packaged C. Neatly cut and accurately fit thresholds to door openings. Set thresholds in full bed of agencies having jurisdiction. and 4-7/8" A.S.A. strike plates unless specified otherwise. Obtain templates from hardware in same packages with hardware, including instructions (no keys). mastic and anchor with non-ferrous screws and expansion shields at 1'-0" o.c. �{� supplier. C. Legibly mark and adequately label each package indicating part of work for which hardware is D. Scribe ends of thresholds to door frames. 2.6 OTHER MATERIALS V 1 9. Reinforcement shall be available for the attachment of surface mounted closures when intended. Markings shall correspond to numbers on approved hardware schedule. E. At completion of job, adjust all weatherstripping for ease of operation. Shim as required. A. Provide other materials, not specifically described but required for a complete and proper specified. D. Deliver hardware for shop application to factories of respective manufacturers in ample time installation, as selected by the Contractor subject to the approval of the Owner's Rep. I 10. Reinforce heads to support weight of non-loadbearing partitions above frame. in order not to impede progress of their work. 3.3 CLEANING ,p ^ 11. Furnish rubber silencers, 3 for single doors, 2 for double doors, and drill frames for same. A. Clean up material, carton, packages, and other debris for the job site. Replace any damaged 2.7 MANUFACTURER '! l,-/1 B. Finish: PART 2 - PRODUCTS material. A. Provide all gypsum wallboard and trim as manufactured by United States Gypsum (U.S.C.), 0 1. Pre-clean and shop prime (with baked-on zinc chromate paint) each frame for finish (888) 834-2371. �j p XI ainting which will be performed at the job site under Section 09900 of these Specifications. 2.1 ACCEPTABLE MANUFACTURERS . B. Other Acceptable Manufactures: // `` C. Acceptable manufacturers: Provide F-16 Series frames by Fleming or equal products by one A. The following hardware schedule is based on several manufacturers. Additional acceptable 1. "Gold Bond", by National Gypsum Company, (800) 628-4662. (..) x of the acceptable manufactures listed in Paragraph 2.1-D above. Manufacturers/Products are as follows: 2. "Gyproc", by Pacific Corp-Gypsum Products, (800) 284-5347. ir: -1 � '`: 1. Thresholds: LL�� `� O _ ` 2.3 FINISH HARDWARE a. 43258 x length, by Hagar, (800) 325-9995. PART 3 - EXECUTION f" 2 V (V� A. Secure templates from the finish hardware supplier, and accurately install, or make provision b. No. 227 x length, Pemko, (800) 283-9988. 1 r for, all finish hardware at the factory. 2. Panic Device: 3.1 SURFACE CONDITIONS a. 700x707, by Alarm Lock, (613) 842-9400. A. Examine the areas and conditions under which work of this Section will be performed. Q.. IL PART 3 - EXECUTION b. 9300A, by Dorma, (800) 523-8384. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until 3. Closures: unsatisfactory conditions are corrected. (� .n 3 10 .1 SURFACE CONDITIONS a. No. 4041, by LCN, (815) 875-3311. `�"-"� v A. Examine the areas and conditions under which work of this Section will be performed. b. No. 7801 DS, by Dorm, (800) 523-8384. 3.2 INSTALLATION • (r) 0 Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until Y ( ) I- ILI unsatisfactory conditions are corrected. 4. Weatherstripping: A. General: a. WS003 Al, by Ultra Industries, (323) 260-7330. 1. Install the gypsum wallboard in accordance with the Drawings and with the separate boards �- O 3.2 INSTALLATION b. No. 303, by Pemko, (800) 283-9988. in moderate contact but not forced into place. a 2. At internal and external corners, conceal the cut edges of the boards by the overlapping O �- A. Placing frames: 5. Door Bottom: covered edges of the abutting boards. in 1. Where practicable, place frames prior to construction of enclosing walls and ceilings. a. DB037, by Ultra Industries, (323) 260-7330. 3. Stagger the boards so that corners of any four boards will not meet at a common point ( /'1 VV �7 0 in 2. Set frames accurately into position, plumbed, aligned, and braced securely until permanent b. No. 345, by Pemko, (800) 283-9988. except in vertical corners. z anchors are set. 6. Drip Cap: 4. Need slip joint at top of studs where attachment is to dock. 3. After wall construction is completed, remove temporary braces and spreaders, leaving a. WS025, by Ultra industries, (323) 260-7330. B. Walls: 0 surfaces smooth and undamaged. b. No. 346, by Pemko, (800) 283-9988. 1. Install the gypsum wallboard to studs at right angles to the furring or framing members. U) 4. At in-place construction, set frames and secure to adjacent construction with machine 7. Butt Hinges: 2. Make end joints, where required, over framing or furring members. screws and suitable anchorage devices. Provide "Z" fillers at each screw location. C. Attaching: 5. Install doors with 1/16" clearance at head and jamb, 3/8" clearance at floors, and 1/8" a. 8$1279, by Hager, (314) 772-4440. 1. Drive the specified screws with clutch-controlled power screwdrivers, spacing the screws 8" clearance at thresholds with no binding. Install labeled doors in accordance with local codes and b. 881079. by ared in (800) 363-6120. on centers at ceilings and 12" on centers at walls. SHEET NFPA Pamphlet No. 80. 8. Continuous Geared Hinges: a. Raton 7780 Series, b Ha Hager, 2. Where framing members are s aced 24" a art on walls, s ace screws 12" on centers. C3 6. Doors shall not bind, stick, scratch or be mounted as to cause future hardware difficulties. by 9 (314) 772-4440. 9 P P P 7. Fit all hardware, weatherstripping, thresholds and seals, in accordance with manufacturer's 9• Stops: 3. Attach double layers in accordance with the pertinent codes and the manufacturer's printed instruction. Adjust door closing devices prior to final inspection. a. 122R, by Trimco, (323) 262-4191. recommendations. 8. Install fire-rated frames in accordance with NFPA Standard No. 80. b. G544, by Glen Johnson, (800) 525-0336. 4. Attach to wood as required by governmental agencies having jurisdiction. 10. Silencers: SP4 3.3 ADJUST AND CLEAN a. 1229A, by Trimco, (323) 262-4191. A. Final adjustments: b. G566, by Glen Johnson, (800) 525-0336. 1. Check and readjust operating finish hardware items in hollow metal work just prior to final c. 307D, by Hager, (314) 772-4440. inspection. B. Cylinders and I/C cores must be as manufactured by Schlage. No Substitutions. DWG. 2. Leave work in complete and proper operating condition. 3. Remove defective work and replace with work complying with the specified requirements. B. Immediately after erection, sand smooth all rusted and damaged areas of prime coat, and 02109 �}( (]/� apply touch-up of compatible air-drying primer. (� c?I@li!1IV� 111'1!! (� jj�j(� NJ� ig c?J@bk Ulf gaWlig SECTION 09306 - QUARRY TILE SECTION 09900 - PAINTING SECTION 10426 - SIGNAGE AND GRAPHICS PART 1 - GENERAL PART 1 - GENERAL PART 1 - GENERAL 1.1 SECTION INCLUDES 1.1 DESCRIPTION 1.1. DESCRIPTION A. Quarry tile floor finish using the Latex-Portland Cement mortar application method. A. Work included: Paint and finish the exterior and interior exposed surfaces listed on the A. Section Includes: Painting Schedule in Part 3 of this Section, as specified herein, and as needed for a complete 1. Plastic interior signs. 1.2 REFERENCES and proper installation. A. ANSI A108.5 - Installation of Quarry Tile with Portland Cement Mortar. 1. Listed below are areas required for painting although not necessarily all inclusive. This PART 2 - PRODUCTS azz 8. ANSI A108.10 - Installation of Grout in Tilework. listing, however, does not relieve this contractor of verifying all other sections of these C. ANSI A118.4 - Latex-Portland Cement Mortar. specifications for provisions regarding painting. 2.1 MATERIALS O D. ANSI A118.6 - Ceramic Tile Grouts. a. EXTERIOR: A Signs: E. ANSI A137.1 - Standard Specifications for Ceramic Tile. Galvanized metal 1. Type: Matte finish melamine plastic laminate with contrasting color core; non static, fire F. TCA (Tile Council of America) - Current Edition Handbook for Ceramic Tile Installation. Hollow metal door and frame retardant, and self extinguishing Structural steel shapes 2. Thickness: 1/8 inch. 1.3 QUALIFICATIONS Mechanical piping and equipment (except roof mounted items) 3. Restroom and other accessible area signs shall comply with the ADA and other state and A. Manufacturer: Company specializing in manufacturing the Products specified in this section Electrical conduits, panels. etc. (except roof mounted items) local accessibility codes. with minimum three years documented experience b. INTERIOR: 4tY,D e B. Installer: Company specializing in performing the work of this Section with minimum three Galvanized sheet metal 2.2 MANUFACTURER years documented experience, and approved by tile manufacturer. Miscellaneous metal items A. Provide products as manufactured by Cook Neon, 800-488-0944, or equal. V,A Hollow metal doors and frames 1. Other manufacturers: 1.4 ENVIRONMENTAL REQUIREMENTS Exposed Mechanical piping and equipment. a. Federal Heath, 800-888-1327 ext: 2071. A. Do not install adhesives in an unventilated environment. Exposed Electrical conduits, panels, etc. FRED A. HA RIS B. Maintain 50 degrees F (10 degrees C) during installation of mortar materials. c. PAINTING DOES NOT INCLUDE: 2.2 ACCESSORIES Painting roof mounted mechanical and electrical work. A. Fasteners: Chrome plated brass screws. = S•••;"..] PART 2 PRODUCTS 2. This subcontractor shall thoroughly examine the other sections of these specifications for �. provisions regarding painting. He shall understand that all surfaces that are left unfinished by the 2.3 FABRICATION by engraving process produce graphics SALEM, OREGON 2.1 TILE MANUFACTURERS requirements of other sections shall be painted or finished under this section of the Work. Notify A. Fabricate signs b reverse en ravin rocess to roduce characters and ra hics in 'n A. Quarry tile shall be 6"x6" with abrasive grain and cove base trims to match. Owner's Representative of discrepancies. contrasting color, raised 1/16 inch. f' O B. Color: "Ashen Grey", T03 3. "Paint" as used herein means all coating systems materials, including primers, emulsions, B. Characters: C. Provide Quarry Textures tile as manufactured by Dal-Tile Corp. or equal. enamels, stains, varnishes, sealers, fillers, and other applied materials whether used as prime, 1. Height: 5/8 inch. 7 intermediate or finish coats. 2. Style: Sans serif, upper case. 2.2 MORTAR MATERIALS B. Related work specified elsewhere: 3. Width to height ratio: Between 3:5 and 1:1. F C)%% A. Mortar Materials: ANSI A118.4 Latex Modified, Portland cement, sand and latex additive. Hollow Metal Doors and Frames - Section 08100 4. Stroke width to height ratio: Between 1:5 and 1:10. t Gypsum Wallboard System - Section 09620 C. Graphics: Universal handicapped symbols, 6 inches high. 2.3 GROUT MATERIALS Miscellaneous Metals - Section 05500 D. Provide Grade 2 Braille indications for each character and graphic. A. Grout: ANSI A118.6, tile grout. C. Work not included: E. Corners: 1/2 inch radius. (.n B. Color: No. 47, "Charcoal" 1. Unless otherwise indicated, painting is not required on surfaces in concealed areas and F. Edges: Square. Z C. Provide grout from the Classic Collection as manufactured by Mapei, equal to Mapei-Kerapoxy. inaccessible areas such as furred spaces, foundation spaces, utility tunnels, pipe spaces, and duct shafts. PART 3 - EXECUTION O 2.4 ACCESSORIES 2. Metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze, and (o A. Thresholds: Extruded aluminum similar finished materials will not require painting under this Section except as may be so 3.1 PREPARATION specified. A. Clean surfaces of loose and foreign matter. 2.5 MORTAR MIX AND GROUT MIX 3. Do not point moving parts such as valve operators; linkages; sensing devices; and motor W A. Mix and proportion cementitious materials for site made mortar bed and bond coat. shafts, unless otherwise indicated. 3.2 INSTALLATION CY 4. Do not paint over required labels or equipment identification, performance rating, name, or A. Install in accordance with manufacturer's instructions. 0 2.6 ANTIFRACTURE MEMBRANE nomenclature plates. B. Locate signs on wall adjacent to scheduled doors or as noted on the drawings. A. Mix and proportion cementitious materials for site made mortar bed and bond coat. 5. Do not paint concrete which has been sandblasted. C. Conform to applicable accessibility code for mounting height. Z PART 3- EXECUTION PART 2 - PRODUCTS < 3.1 EXAMINATION 2.1 MANUFACTURERS SECTION 10800 - TOILET ROOM ACCESSORIES (n A. Verify that surfaces are ready to receive work. A. The specified painting formulas are based on the top line products of Sherwin Williams, Inc. PART 1 - GENERAL (.LJ (216) 566-2000. Other acceptable manufacturers are: 3.2 PREPARATION 1. Glidden, (216) 344-8222. 1.1 DESCRIPTION (n N A. Protect surrounding work from damage or disfiguration. 2. Devoe, (216) 344-8532. A. Work included: Provide toilet room accessories where indicated on the Drawings, as specified (n B. Vacuum clean surfaces and damp clean. 3. Benjamin Moore, 201 573-9600. C 1 herein, and as needed for a complete and proper installation. - m 3.3 INSTALLATION B. Touch-up paint for the canopy fascia, deck pans, etc. to be furnished by the canopy A. Install tile and grout in accordance with TCA Handbook, F113-03 installation method. materials manufacturer to insure color match. PART 2 - PRODUCTS w a. B. Install smooth and non-slip floor tile as scheduled on the drawings. 2.2 PAINTING SCHEDULE 2.1 TOILET ROOM ACCESSORIES C. Lay tile to pattern indicated. Do not interrupt tile pattern through openings. Place A. All paint formulations are based on products of Sherwin Williams, Inc. The surfaces listed in A. Anchors and fasteners: thresholds at locations scheduled the painting schedule shall receive the surface preparation, paints and number of coats necessary 1. Provide anchors and fasteners capable of developing a retaining force commensurate with D. Cut and fit tile tight to penetrations through tile. Form corners and bases neatly. Align floor to achieve accurate full color coverage. Exposed piping shall not be painted until the piping has the strength of the accessory to be mounted, and well suited for use with the supporting W i°,i and base joints. been tested and approved. construction. E. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make B. Primer and undercoat paint to be by same manufacturer as the finish costs. Use only 2. Where exposed fasteners are permitted, provide oval head fasteners with finish matching the < joints watertight, without voids, cracks, excess mortar, or excess grout. approved thinners and within recommended quantities. accessory. a I F. Sound tile after setting. Replace hollow sounding units. C. Refer to the end of this Section for painting schedule. All paints specified are for brush or 3. Provide 2 X wood blocking as called for on drawings and as required for proper o G. Keep control joints free of adhesive or grout. Apply sealant to joints roller application. Dripless spraying is acceptable for large areas using comparable materials. anchorage. H. Allow tile to set for a minimum of 48 hours prior to grouting. Caution shall be taken to not spray adjacent surfaces. B. Acceptable manufacturers: I. Grout tile joints. 1. Acceptable Manufacturers: <<<<<<"‹ J. Apply sealant to junction of tile and dissimilar materials, junction of dissimilar planes and in PART 3 - EXECUTION a. Bradley Washroom Accessories, 414 251-6000. 0 control joints. b. Bobrick Washroom Equipment, Inc., (818) 764-1000. 3.1 CLEANING AND PREPARATION OF SURFACES c. American Specialties, Inc., 3.4 CLEANING A. Hardware, hardware accessories, machine surfaces, plates, lighting fixtures, and similar items P (914f 476-9000. A. Clean work under provisions of 01710. 2. A model number for each item from each of the three acceptable manufacturers is provided in contact with painted surfaces and not to be painted shall be removed, masked, or otherwise below. Provide all accessories from one manufacturer. B. Clean tile and grout surfaces. protected prior to surface preparation and painting operations. Remove door silencers from hollow metal door frames and replace after painting. Surfaces to be C. Accessory items: 3.5 PROTECTION OF FINISHED WORK P P 9 painted shall be clean before 1. Mounting Devices: Manufacturer's standard devices and concealed plates, suitable for each applying paint or surface treatments. mounting A. Protect finished Work under provisions of Section 01640. g surface. Pv' . B. Do not permit traffic over finished floor surface for 4 days after installation. 3.2 PAINT APPLICATION 2. Toilet Tissue Dispenser: Install one by each wc. (Supplied by Owner) wfl C.7 v o A. Prepare all surfaces in accordance with requirements of paint manufacturer. All paint shall be a. Bradley, No. 5126 „ -- �. ca b. Bobrick. Series 6999. [II1I fi applied under strict controls as established by manu#acturer. No. 74022-HSM.B. If spraying is elected to be used by this Contractor, care shall be taken to not damage c. American Specialties, Z w SECTION 09510 - ACOUSTICAL CEILINGS adjacent finish areas. if damage does occur, Contractor shall correct or replace surfaces at no 3. Sanitary Napkin Disposal: Install one in Women's toilet. '""""� C] as p cost to Owner. a. Bradley, No. 4722-15. 71!'"I PART 1 - GENERAL C. The finished surfaces shall be free from runs, drips, ridges, waves, laps, b. Bobrick, No. 254. W V p g I p brush marks, and c. American Specialties, No. 0473-1 A. 0 v tC re variations in color, texture, and finish. The hiding shall be complete, and each coat shall be so P <C 1.1 DESCRIPTION applied to produce film of uniform thickness. Special attention shall be given to insure that all 4. Mirror: 18" x 36" framed mirror. Install one above each lavatory. 4 ii A. Work included: Provide acoustical ceilings where shown on the Drawings, as specified herein, surfaces including edges, corners, crevices, welds, and rivets receive a film thickness equivalent to a. Bradley, No. 780. u p and as needed for a complete and proper installation. that of adjacent painted surfaces. Adjacent areas and installations shall be protected by the use b. Bobrick, Series 290. W • W w of drop cloths or other approved precautionary measures. Sufficient time shall elapse between C. American Specialties, No. 0600. --r h 1.2 QUALITY ASSURANCE ~ d m successive coats to permit proper drying. 5. Paper Towel Dispenser: Install one beside each lavatory. (Supplied by Owner) A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the a. Bradley, No. 250-15. necessary crofts and who are completely familiar with the specified requirements and the methods 3.3 CLEANING b. Bobrick, No. 262. �-- • co needed for proper performance of the work of this Section. A. Cloth and cotton waste that might constitute a fire hazard shall be placed in closed metal c. American Specialties, No. 0210. 111 ch B. Qualification of Installer: Minimum of 3 previous project installations of comparable size. containers or destroyed at the end of each day. Upon completion of the work, staging, 6. Grab Bar: 36" Z U _ C. Fire Hazard Classification: scaffolding, and containers shall be removed from the site. Paint spots, oil, or stains upon a. Bradley, No. 8320-001-3600 *11111 X to 1. Maximum Flame Spread: UL (ASTM E84): 25. adjacent surfaces shall be removed and the entire job left clean and acceptable. b. Bobrick, Series 5806, 36". 2. Smoke Developed: 0 B. Provide a minimum of one gallon each of all paints for the Owner's use. c. American Specialties, No. 3700, 36". I„ Fes- < < w cr PART 2 - PRODUCTS 7. Grab Bar. 42", securely anchored grab bars with manufacturer's recommended mounting kit ..� Q for this type of construction and will support loads in excess of 900 pounds. Provide one at "T" each toilet where indicated on the Drawings. r B' 2.1 "T GRID SYSTEM 3.4 PAINTING SCHEDULE g A. Provide a complete system of supporting a. Bradley, No. 8320-001-4200 (- > m p sy pporting members, anchors, wall cornices, adapters for light A. Colors: " " b. Bobrick, Series 5806, 42". - 2 fixtures and grilles, and accessories of every type required for a complete suspended "T" grid 1. Interior White: SW1004 "Pure White" (Interior of Doors) " i7 "Brite c. American Specialties, No. 3700, 42". system of the arrangements shown on the Drawings, and complying with pertinent requirements of 2. Exterior White: SWB58S11 Brite White (Canopy Beams, Purlins, & Panels) 8. Soap Dispensers: one per lavatory. (Supplied by Owner) Underwriters Laboratories, Inc., and the governmental agencies having jurisdiction. (Non-fire rated). 3. Exterior White: SW6140 "Moderate White" (Coping and Metal Trim) (� c+3 "T" " *Macadamia" 1 b. Bradley, No. 657. < B. Provide a "T grid system, aluminum capped, 15/16", white color. 4. Exterior Gray: SW6142 Macadamia (Exterior Doors & Frames and Stucco) b. Bobrick, No. 170. C. Hanger Wire: Minimum 12 gauge, galvanized, soft-annealed, mild steel wire. 5. Exterior Green: SW6447 "Evergreen" (Canopy Columns, Patio Canopy Trusses, Sc Beams) c. American Specialties, No. 0351. D. Acceptable Manufacturers: 6. Fascia Silver: Nichols Aluminum, Silver Metallic, Dev 5010, Polyester, Sept 02.05, Contact: 1. For the purpose of these specifications, the following are acceptable manufacturers and Larry Kistler, 563-324-2121 2.2 MATERIAL products: B. The following exterior coating applications are to be addition to those specified elsewhere. A. Stainless Steel: Type 304, ASTM A167, finish satin. a. Prelude 7300 series, by Armstrong World Industries, (717) 397-0611. 1. Ferrous Metal: (Canopy Steel and including mechanical and electrical items of ferrous metal B. Steel: ' Cl_tu b. 1830 Series, by Chicago Metallic Corp, (708) 563-4600. not factory finished painted): 1. Cold Rolled Sheet: ASTM A366, commercial quality. 0 c. ZXA System, by U.S.G. Interiors, Inc. (888) 834-2371. a. 1st coat Kern Kromik Metal Primer 85OW21, (Touch-up Prime Coat) 2. Zinc Coated: ASTM A123. Z } 0 b. 2nd coat Industrial Enamel, (light colors: B54W2101), (dark colors: B54T2 i 04) 3. Chromium Plating: ASTM 8456, Type SC2. o Q r O Q 2.2 ACOUSTICAL CEILING PANELS C. Aluminum: c. 3rd coat Industrial Enamel, (light colors: B54W2101), (dark colors: B54T2104) A. Materials: 1. Extruded: 6463-T5 alloy, anodized satin finish. !(� 2. Galvanized Steel and Iron: (including mechanical and electrical items of galvanized iron and 1. Ceiling tiles shall be Stipple pattern, vinyl-faced gypsum lay-in panels, white color, nominal 2. Sheet Stock: 5005-H14. < r Z_ w z Iii" thick, 24"x48", square edge. steel not factory finish painted). D. Mounting Devices: Galvanized Steel, ASTM A386. (� p i` B. Acceptable Manufacturers: a. solvent clean V N o_s 1. For the purpose of these specifications, the following are acceptable manufacturers and b. 1st coot: B66 W1 DTM acrylic primer/finish, 3 mils DFT 2.3 OTHER MATERIALS O jl >D z products. c. 2nd coat: Pro-Mar 200 Latex, Egg-shell, B20W201 A. Provide other materials, not specifically described but required for a complete and proper F illy r o a. No. 3270, by U.S.G. Interiors, Inc. (888) 834-2371. 3. Wood Trim: (Exterior) installation, as selected by the Contractor subject to the approval of the Architect. Q °w b. Clean Room VL, by Armstrong World Industries, (717) 397-0611. a. 1st coat: A-100 Alkyd Wood Primer, Y24W20 0 z V d- 0 aZ c. Endure Vinyl Panels, by Chicago Metallic Corp, (708) 563-4600. b. 2nd coat: Industrial Enamel, B54W2101 PART 3 - EXECUTION c. 3rd coat: Industrial Enamel, B54W2101 2 X .. CO o u) 2.3 OTHER MATERIALS 4. Plywood: (Exterior) 3.1 SURFACE CONDITIONS " 0 O o w 2. Provide other materials, not specifically described but required for a complete and proper a. 1st coat: A-100 Exterior Latex Wood Primer, B42W41 A. Examine the areas and conditions under which work of this Section will be performed. Correct - -7 I l� U w v I b. 2nd coat: A-100 Exterior Latex Gloss, A8W525 conditions detrimental to timely and proper completion of the Work. Do not proceed until i"' installation, as selected by the Contractor subject to the approval of the Owner's Representative. c. 3rd coat: A-100 Exterior Latex Gloss, A8W525 unsatisfactory conditions are corrected. 0 __I ILL W f. w v°,a C. The following interior coating applications are to be in addition to those specified elsewhere. (n o V o as PART 3 - EXECUTION 1. Galvanized Metals 3.2 INSTALLATION t[) o, Q f.09.?- z , 3.1 SURFACE CONDITIONS a. solvent clean A. Coordinate as required with other trades to assure proper and adequate provision in the work A. Examine the areas and conditions under which work of this Section will be performed. b. 1st coat: B66 W7 DIM acrylic primer/finish, 3 mils DFT of those trades for interface with the work of this Section. 2 o is ce c. 2nd coat: Pro-Mar 200 Latex, Egg-shell, B20W201 B. Install each item in its proper location, firmly anchored into position, level and plumb, and in ��'' rn O z to 0 Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until P P O w Q w unsatisfactory conditions are corrected. 2. Gypsum Board accordance with the manufacturer's recommendations. a. Texure: Light Stipple Texture C. Locate accessories as indicated on the Drawings and in accordance with mounting heights as CV ,w 3.2 INSTALLATION, GENERAL b. 1st coat: Pro-Mar 200 Latex, Egg-shell, 820W201 recommended by the manufacturer. Mounting heights shall conform to state & local handicap N i=...w A. Except as modified by requirements of governmental agencies having jurisdiction, c. 2nd coat: Pro-Mar 200 Latex, Egg-shell, B20W201 codes and ADA. N z}o 3. Wood Trim D. After inspection of the installation and approval, remove all labels and clean accessories. m z recommendations of the manufacturer as approved by the Owner's Representative, or specific , 00 3 0 a. 1st coat: Pro-Mar 200 Alkyd Enamel Undercoater B49W22 Adjacent work of other trades soiled by work under this Section shall also be cleaned. directions of the Owners Representative, install in accordance with ASTM C636. b. 2nd coat: Pro-Mar 200 Alkyd Semi-gloss, A40W25 E. Defective accessories shall be replaced with matching accessories at the expense of the 2 R B. Lateral bracing: c. 3rd coat: Pro-Mar 200 Alkyd Semi-gloss, A40W25 Contractor. 21-- 1. Provide lateral bracing as required by pertinent codes and regulations. 4. Misc. Metals (Hollow metal doors, frames, access doors, equipment) ti-3 2. Secure lateral bracing to structural members. Secure at right angles to the direction of the a. i st coat: 666 W1 DTM acrylic primer/finish, 3 mils DFT SECTION 11400 - FOOD SERVICE EQUIPMENT partition and four ways in glarge ceiling areas. g g _ o C. Provide hold-down clips for ceiling broods in stockroom and elsewhere so required by the b. 2nd coat: Pro-Mar 200 Latex. Egg-shell, 620W201 t L*-4i/f o v D. See Section 02580 for Traffic Paint. PART 1 - GENERAL ' Cr governmental agencies having jurisdiction. E. Any other exposed surfaces and areas not specifically mentioned above and which are not �- D. Make all grid level within a tolerance of one in 100fl and straight within tolerance of one in " " " " 1.1. DESCRIPTION o 1000, covered in "Related Work", or items listed in Do not paint" paragraph, shall be painted with not less than two coats of an appropriate t e of int as directed by the A. Section Includes: E. Space main tees at 48" o.c., suspend from structure with hanger wire spaces at 48" o.c. type paint y he Owner's O Install additional hanger wires at ends of each suspension member and at light fixture corners. unless otherwise noted on the Drawings. 1. Food service equipment as indicated on the drawings. 2. Patio furnishings. F. Space cross tees at 24" o.c., connect to main tees. Space sub cross tees to cross tees SECTION 10105 - BLUE DISK POP DISPLAY BOARDS 3. Inside seating/booths. at 24" o.c. Rest main and cross tees on wall moldings. 4. Patio LED window signage 3.3 CLEANING UP PART 1 - GENERAL 5. Vestibule poster - graphics panel A. In addition to other stipulated requirements for cleaning, completely remove finger prints and 1.1. DESCRIPTION PART 2 - PRODUCTS traces of soil from surfaces of grid and acoustical materials, using only those cleaning materials A. Section Includes: `_ recommended for the purpose by the manufacture of the material being cleaned. 1. Blue Disk POP Display Boards 2.1 MANUFACTURER r A. Provide products as manufactured or supplied by: (") PART 2 - PRODUCTS 1. Wasserstrom, 800-569-5333, ext. 725, fax 405-947-7311 2. Concept Services, 512-344-1743, fax 512-977-9914 2.1 MANUFACTURER A. Provide products as manufactured by: ( ` i Z O 1. MDI. 918-388-4996, fax 918-663-4738 1 f ! 0 2. Ordermatic, Inc., 405-672-1487, fox 405-670-1740 > I kn _I V Q! SECTION 10106 - MENU BOARDS & ORDER STATIONS PART 1 - GENERAL � W N """0 , 0 < _ 1.1. DESCRIPTION 11_ A. Section Includes: ��// 1. Menu Order Stations 1L 2. Drive-Thru Boards ` � PART 2 - PRODUCTS �.! v 2.1 MANUFACTURER Z l2 0 LU A. Provide products as manufactured or supplied by: }- ° 1. Ordermatic, Inc., 405-672-1487, fax 405-670-1740 0 I--- (f) " m in V z 0 SHEET 0 SP5 Q,i, .... DWG: 02109 KU1g , ,...: -...- ' , _ ----------- -- --- ,.--=)Q9IFJO(..9 ,_. , __ ,v„, - , I 1 - DIVISION 15 - MECHANICAL SPECIFICATIONS I.4 EXAMINATION OF THE SITE AND EXISTING FACILITIES 2.4 FLEXIBLE METAL CONDUITS 2.3 MISCELLANEOUS DEVICES SECTION 16470 - PANELBOARDS & LOAD CENTERS A. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL, BEFORE SUBMITTAL OF PROPOSALS, A. FLEXIBLE CONDUITS FOR INDOOR AND DRY LOCATIONS SHALL BE HEAVY WALL ZINC COATED STEEL WITH UL A. DEVICE PLATES: UNLESS NOTED OTHERWISE, ALL DEVICE PLATES SHALL BE TYPE 302 STAINLESS STEEL PART 1 GENERAL PART 1 - GENERAL EXAMINE THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS, ALL BIDS LABEL 'REDUCED WALL' FLEXIBLE STEEL CONDUITS ARE NOT ACCEPTABLE AS MANUFACTURED BY SIERRA. - L L 1 THIS CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR FOR A COMPLETE INSTALLATION OF THE MECHANICAL SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS THAT MAY AFFECT THE WORK UNDER THIS CONTRACT B. FOR OUTDOOR OR WET LOCATIONS, PROVIDE FLEXIBLE CONDUIT WITH A PVC LIQUID-TIGHT JACKET AND B. ALL SWITCHES AND OUTLETS SHALL BE FURNISHED WITH OVERSIZED STAINLESS STEEL COVER PLATES. 1 MATERIALS SHALL BE NEW AND A STANDARD CATALOGED PRODUCT OF THE MANUFACTURER. , SYSTEM TO THE FULL EXTENT SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN, AND THE BIDDERS SHALL SATISFY THEMSELVES AS TO THE EXISTING CONDITIONS. NO INFORMATION GIVEN LIQUID-TIGHT FITTINGS EQUAL TO 'SEAL-TIGHT'. C. COVERPLATES FOR DATA OUTLETS SHALL BE TYPE 302 STAINLESS STEEL CATALOG NUMBER S-753N __ ON THE DRAWINGS SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. FAILURE OF THE CONTRACTOR rE , AS MANUFACTURED BY SIERRA, REMOVE GROMMET, PART 2 - PRODUCTS , 1,2 ALL FEES, PERMITS, TAXES, ETC, SHALL BE PAID BY THIS CONTRACTOR, TO EXAMINE THE SITE AND/OR EXISTING FACILITIES WILL NOT BE CAUSE FOR EXTRAS BY REASON OF 2.5 CONDUIT FITTINGS C UNFORESEEN CONDITIONS. A, CONDUIT FITTINGS SHALL CONFORM TO UL 467 AND UL 514 AS APPLICABLE FOR RIGID METAL CONDUIT, 2, 4 TELEPHONE AND DATA OUTLETS 2, 1 PANELBOARDS & LOAD CENTERS ,. 1,3 THIS CONTRACTOR SHALL FURNISH AND INSTALL THE EQUIPMENT AS SPECIFIED, OR SUBMIT HIS PROPOSED FLEXIBLE METAL CONDUIT, EMT, AND MI CABLE. FITTINGS FOR EMT SHALL BE COMPRESSION TYPE, A. TELEPHONE AND DATA OUTLETS SHALL BE A SINGLE GANG OUTLET BOX WITH A 3/4' EMPTY CONDUIT A. CIRCUIT BREAKER PANELBOARDS SHALL BE AS SHOWN IN THE SCHEDULE WITH DEAD-FRONT H SUBSTITUTIONS FOR APPROVAL BEFORE INSTALLATION. SUBMIT SIX (6) COPIES OF A BOUND BROCHURE 1,5 ELECTRICAL STANDARDS, REGULATIONS, AND CODES FITTINGS FOR RIGID METAL CONDUITS SHALL BE THREADED. FITTINGS FOR ALL TYPES OF CONDUITS SHALL BE STUBBED INTO ACCESSIBLE CEILING SPACE, INSTALL A 90 DEGREE BEND ON THE CONDUIT ABOVE THE ,_ CONSTRUCTION, COPPER BUS BARS, CONCEALED TRIM CLAMPS, GRAY ENAMEL CODE GAUGE STEEL CONTAINING CATALOG SHEETS OF ALL PROPOSED PRODUCTS. A, ALL ORDINANCES, LAWS, AND CODES OF THE CITY, COUNTY, STATE, AND NATIONAL GOVERNMENTS, AND OF THE SAME MATERIAL AS THE CONDUIT AND WHEN INSTALLED UNDERGROUND OR IN WET LOCATIONS, CEILING, DIRECTED IN THE DIRECTION OF THE TELEPHONE TERMINAL OR COMPUTER FILE SERVER LOCATION, FRONTS AND DOORS WITH FLUSH HINGES AND SEMIFLUSH CATCH AND LOCKS, CABINETS SHALL BE CODE THE LOCAL UTILITY COMPANY STANDARDS SHALL BE OBSERVED, AND NO WORK SHALL BE ACCEPTABLE THAT THEY SHALL PROVIDE A WATERTIGHT JOINT, INSTALL A BUSHING ON THE CONDUIT. PLATES FOR THE OUTLETS SHALL BE PER 2,3, GAUGE GALVANIZED STEEL. LOAD CENTER TYPE CONSTRUCTION WILL BE ACCEPTABLE WHERE APPROVED 1.4 THIS CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING DOES NOT COMPLY, THE CONTRACTOR SHALL BE HELD RESPONSIBLE AND SHALL MAKE ANY OF THE WORK B, EXPANSION JOINT FITTINGS SHALL BE PROVIDED WHERE CONDUITS PASS THROUGH BUILDING EXPANSION CONDITIONS BEFORE SUBMITTING HIS BID ON THE PROJECT, ANY DISCREPANCIES WITH THE PLANS AND INSTALLED BY HIM CONFORM TO THESE REGULATIONS AND CODES WITH NO ADDITIONAL EXPENSE TO THE JOINTS. FITTINGS SHALL BE TELESCOPIC AND WATERPROOF AND PERMIT A MOVEMENT UP TO 4 INCHES. PART 3 - EXECUTION BY LOCAL CODES. OWNER. FITTINGS SHALL BE EQUIPPED WITH APPROVED BONDING JUMPERS AROUND OR THROUGH EACH FITTING. B. PANELBOARDS SHALL BE FURNISHED WITH ALL ACCESSORIES AS NOTED IN THE PANELBOARD SCHEDULE AND SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE OWNER'S REPRESENTATIVE'S ATTENTION FOR CLARIFICATION OR RESOLUTION PRIOR TO BIDDING. 3. 1 INSTALLATION SPECIFIED HEREIN. A. WIRING DEVICE BOXES AND PLATES, ETC. , SHALL BE ACCURATELY SET PLUMB AND LEVEL. EXPOSED C. PANELBOARDS SHALL MEET FEDERAL SPECIFICATION #W-P-115A, TYPE 1, CLASS 1, AND UL67 AND 1,5 THIS CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FINAL 1.6 PERMITS, FEES, LICENSES, AND TAXES 2.6 WIREWAYS ACCEPTANCE A. ALL NECESSARY LICENSES OR PERMITS FOR THE CARRYING OUT OF THIS WORK SHALL BE SECURED AND PAID A. WIREWAYS SHALL BE ZINC COATED RIGID STEEL SHEETS, FORMED INTO RECTANGULAR OR SQUARE SHAPES, CONDUITS OR WIREMOLD SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO BUILDING LINES, HORIZONTAL UL50 REQUIREMENTS. FOR BY THIS CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES SUSTAINED DUE TOTALLY ENCLOSED WITH HINGED COVER OR SCREW FASTENED COVER, AND SIZED AS INDICATED ON THE RUNS LEVEL, AND VERTICAL LINES PLUMB. 1.6 FOR A COMPLETE LIST OF OWNER FURNISHED EQUIPMENT, CONTACT OWNER'S REPRESENTATIVE. TO HIS FAILURE TO SECURE SUCH LICENSES OR PERMITS. THIS CONTRACTOR SHALL PAY ALL TAXES DRAWINGS OR AS REQUIRED BY THE NEC, WIREWAYS SHALL BE FURNISHED COMPLETE WITH ALL a UNLESS NOTED OTHERWISE, DEVICES SHALL BE MOUNTED AS FOLLOWS 2,2 CIRCUIT BREAKERS APPLICABLE TO HIS WORK, NECESSARY ACCESSORIES AND FITTINGS, L WALL MOUNTED SWITCHES: 48' ABOVE FINISHED FLOOR. A, CIRCUIT BREAKERS SHALL COMPLY WITH FEDERAL SPECIFICATION WC-375B AND SHALL BE MOLDED CASE, PART 2 PRODUCTS 2. DUPLEX RECEPTACLES= 24' ABOVE FINISHED FLOOR, DUPLEX RECEPTACLES NOTED 'C' SHALL BE BOLT-ON, QUICK-MAKE, QUICK-BREAK THERMAL MAGNETIC) WITH ON, OFF AND TRIPPED POSITIONS. L 7 COOPERATION 2, 7 CONDUIT SUPPORTS MOUNTED HORIZONTALLY 6' ABOVE COUNTERTOPS, TWO AND THREE POLE BREAKERS SHALL BE COMMON TRIP. ALL BOXES MOUNTED IN METAL STUD WALLS SHALL BE MOUNTED WITH APPROVED MOUNTING CLIPS AND B, CIRCUIT BREAKERS SERVING HEATING AND AIR CONDITIONING EQUIPMENT SHALL BE HACR RATED 2. 1 PIPING: ALL PIPING SHALL BE RUN SUBSTANTIALLY AS SHOWN ON THE DRAWINGS, A. THIS CONTRACTOR SHALL COOPERATE FULLY WITH ALL OTHER CONTRACTORS ON THIS PROJECT, IF ANY PART A. CONDUIT SUPPORTS, CLAMPS, AND FASTENERS SHALL BE 'CADDY' OR EQUAL. C. OF THIS CONTRACTOR'S WORK DEPENDS FOR PROPER EXECUTION OR RESULTS UPON THE WORK OF ANY CONDUITS SECURED WITH APPROVED CLIPS. 4' BOXES MOUNTED TO METAL STUDS SHALL HAVE FAR-SIDE BREAKERS, BREAKERS SERVING FLUORESCENT AND HID LIGHTING LOADS SHALL BE HID RATED. A. DOMESTIC HOT AND COLD WATER PIPING: SHALL BE TYPE 'Ll HARD DRAWN COPPER TUBING INSIDE OTHER CONTRACTOR, THIS CONTRACTOR SHALL INSPECT AND PROMPTLY REPORT TO THE OWNER'S BOX SUPPORTS. C. CIRCUIT BREAKERS 400 AMPS AND LARGER SIZES SHALL BE INTERCHANGEABLE TRIP TYPE BREAKERS, D, OTHER TYPES AND INTERRUPTING RATINGS OF BREAKERS SHALL BE AS NOTED IN THE PANELBOARD THE BUILDING AND TYPE 'K' SOFT COPPER BELOW SLAB. JOINTS PERMITTED BELOW SLAB IF SILVER REPRESENTATIVE ANY DEFECTS IN SUCH WORK THAT RENDER IT UNSUITABLE FOR SUCH EXECUTION AND RESULTS. 2,8 PLASTIC CONDUIT (PVC) SUBSTITUTE FOR METAL CONDUITS SECTION 16170 - CIRCUIT AND MOTOR DISCONNECTS SCHEDULE. SOLDER IS USED IN THE JOINTS. PROTECT FITTINGS ON COPPER PIPING FROM CONTACT WITH HIS FAILURE TO SO INSPECT AND REPORT SHALL CONSTITUTE AN ACCEPTANCE OF THE OTHER CONTRACTOR'S A. PVC CONDUITS MAY BE SUBSTITUTED FOR RIGID STEEL GALVANIZED CONDUITS AS FOLLOWS: CONCRETE. WORK AS FIT AND PROPER FOR THE RECEPTION OF THIS WORK, L CARLON PLUS 40, TYPE 40, 90 DEG, C, UL RATED POLYVINYL CHLORIDE MAY BE SUBSTITUTED PART 1 - GENERAL 2. 3 MANUFACTURERS B. SANITARY SOIL AND WASTE PIPING: ALL SANITARY SOIL AND WASTE PIPING AND FITTINGS SHALL BE FOR THE RIGID STEEL CONDUIT SYSTEMS LISTED ABOVE AND ONLY FOR INSTALLATION IN CONCRETE, A. PANELBOARDS SHALL BE SQUARE D. EQUIPMENT AS MANUFACTURED BY GENERAL ELECTRIC, ITE, SIEMENS, 1,8 COORDINATION OF ELECTRICAL INSTALLATION MASONRY, DIRECT BURIED IN EARTH, OR IMBEDDED IN OR UNDER THE FLOOR SLABS. REQUIREMENTS SCHEDULE 40 PVC WHERE ALLOWED BY CODE WHERE PVC IS NOT ALLOWED BY CODE, PROVIDE 1. 1 GENERAL OR CHALLENGER WILL BE ACCEPTABLE PROVIDED THEY MEET ALL REQUIREMENTS OF THIS SPECIFICATION. STANDARD WEIGHT CAST IRON SOIL PIPE AND FITTINGS. A. SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF ELECTRICAL WORK SO THAT THE FOR SUBSTITUTION ARE: A. EACH MOTOR OUTLET SHALL CONSIST OF A MOTOR DISCONNECT DEVICE, MOTOR RUNNING OVERCURRENT ELECTRICAL SYSTEM WILL PERFORM AS INDICATED AND BE IN HARMONY WITH THE OTHER WORK OF THE A. PULL A PROPERLY SIZED GREEN GROUNDING CONDUCTOR AND CONNECT TO GROUND DEVICE FOR OVERLOADS, OR MOTOR CONTROL FOR THE MOTOR TO BE SERVER ALL SHALL COMPLY WITH THE PART 3 - EXECUTION Oi) C. VENT PIPING ALL VENT PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC WHERE ALLOWED BY BUILDING THE OWNER'S REPRESENTATIVE WILL NOT SUPERVISE THE COORDINATION, WHICH IS THE TERMINALS IN THE BOXES. APPLICABLE PROVISIONS OF THE N.E.C. THE MOTOR RUNNING OVERCURRENT DEVICE MAY BE INCLUDED Z CODE WHERE PVC IS NOT ALLOWED BY CODE, PROVIDE STANDARD WEIGHT CAST IRON SOIL PIPE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. a SOLVENT WELD ALL FITTINGS AND MAKE WATERTIGHT. IN THE MOTOR CONTROLLER, THE DISCONNECT AND ISOLATION SWITCHES SHALL CONSIST OF THE FOLLOWING: 3, 1 INSTALLATION 0 AND FITTINGS, a LOCATIONS, HORSE POWER, AND ELECTRICAL RATINGS OF MOTORS AND OTHER ELECTRICAL EQUIPMENT C. FITTINGS, COUPLINGS, AND CEMENT TO BE AS MANUFACTURED BY CARLON OR EQUAL 1. PROVIDE CIRCUIT BREAKERS OR SAFETY SWITCHES AS INDICATED OR REQUIRED, TO COMPLY WITH THE A. PANELBOARD BOXES AND TRIMS SHALL BE INSTALLED ACCURATELY AND SET PLUMB AND LEVEL AND IN INDICATED ON THE DRAWINGS ARE FOR GUIDANCE ONLY AND DO NOT LIMIT THE EQUIPMENT SIZES OR a MAIN SERVICE CONDUITS SHALL BE CONCRETE ENCASED WITH A MINIMUM OF 4' REQUIREMENTS OF MEC. ACCORDANCE WITH THE MANUFACTURER MOUNTING INSTRUCTIONS. (I) a GAS PIPING GAS PIPING ABOVE GRADE SHALL BE BLACK STEEL PIPE SCHEDULE 40. PIPE INSIDE EXACT LOCATIONS. WHEN ELECTRICALLY OPERATED EQUIPMENT FURNISHED UNDER OTHER DIVISIONS OF CONCRETE COVER ON ALL SIDES OF CONDUITS. INSTALL SPACERS BETWEEN CONDUITS IN a USE FUSELESS SAFETY SWITCHES FOR ISOLATION SWITCHES FOR ALL MOTORS EXCEPT MOTORS 1/3 a FLUSH MOUNTED PANELBOARDS SHALL HAVE TWO (2) ONE INCH EMPTY CONDUITS EXTENDED FROM THE > BUILDING SHALL BE WELDED OR MALLEABLE IRON SCREWED AT THE CONTRACTOR'S OPTION. PROVIDE THESE SPECIFICATIONS MATERIALLY DIFFERS FROM THE DESIGN SHOWN, THIS CONTRACTOR SHALL MAKE THE MULTIPLE CONDUIT RUNS. H.P. OR LESS MAY BE ISOLATED BY TOGGLE SWITCHES, RATED AT LEAST TWICE THE AMPERE RATING PANELBOARD INTO ACCESSIBLE CEILING SPACE, TERMINATING IN A 6' X 6' X 4' PULL BOX WITH SCREW 1 L A FLANGED LUBRICATED PLUG GAS COCK WITH INSULATING FLANGE AND BOLTS, ABOVE GRADE WHERE NECESSARY ADJUSTMENTS TO THE WIRING, DISCONNECT DEVICES, AND BRANCH CIRCUIT PROTECTION TO E. ALL ELBOWS l' AND LARGER SHALL BE RIGID STEEL GALVANIZER OF THE MOTOR, OR BY FRACTIONAL HORSEPOWER MANUAL STARTERS AT THE MOTOR LOCATION, COVER FOR FUTURE USE. LJ GAS LINE ENTERS THE BUILDING INSTALL A GAS COCK FOR EACH INDIVIDUAL APPLIANCE OR PIECE OF ACCOMMODATE THE EQUIPMENT ACTUALLY INSTALLED. COORDINATE EXACT LOCATIONS OF CONNECTIONS, F. CONDUITS EXPOSED BETWEEN FLOORS AND PANELBOARDS SHALL BE RIGID STEEL C. ALL PANELBOARD INDEX CARDS SHALL BE NEATLY FILLED IN WITH TYPEWRITER OR WORD PROCESSOR AND C( EQUIPMENT INSTALLER A UNION SHALL BE INSTALLED BETWEEN THE GAS COCK AND THE ETC. WITH THE CONTRACTOR PROVIDING THE EQUIPMENT. GALVANIZER PART 2 - PRODUCTS EQUIPMENT INSTALLER SHALL DESCRIBE THE LOADS SERVED BY EACH CIRCUIT PROTECTIVE DEVICE HAND WRITTEN INDEX CARDS L 9 GUARANTEE PART 3 - EXECUTION 2. 1 GENERAL ARE NOT ACCEPTABLE REFER TO SECTION 16195. (2) E GAS PIPING BELOW GRADE SHALL BE BLACK STEEL SCHEDULE 40 WITH ALL WELDED FITTINGS. ALL A. SWITCHES SHALL BE SQUARE D, GE. , OR CHALLENGER Z A. THE CONTRACTOR SHALL GUARANTEE THE APPARATUS AS INSTALLED BY HIM TO DEVELOP THE PERFORMANCE BELOW GRADE GAS PIPING SHALL BE SHOP COATED AND WRAPPER JOINTS SHALL BE COATED AND B. SWITCHES SHALL BE TYPE HD, HEAVY DUTY SAFETY SWITCHES, QUICK-MAKE, QUICK-BREAK, SIDE 3. 2 ELECTRICAL LOAD BALANCE < WRAPPED IN THE FIELD, PROVIDE INSULATING UNIONS AT ALL LOCATIONS WHERE THE PIPING COMES AS SPECIFIED, AND SHALL GUARANTEE TO KEEP THE ENTIRE SYSTEM AS INSTALLED BY HIM OR HIS 3, 1 RACEWAY INSTALLATION AND WIRING METHODS A. CONNECT BRANCH AND FEEDER CIRCUITS TO PANELBOARDS IN SUCH A MANNER AS TO BALANCE, AS OUT OF THE GROUND TO ENTER THE BUILDING. INSTALL A 17# ANODE BETWEEN THE METER AND THE SUBCONTRACTORS IN REPAIR AND PERFECT WORKING ORDER FOR ONE (1) YEAR AFTER DAY OF ACCEPTANCE A. CONDUITS IN GENERAL SHALL BE CONCEALED THROUGHOUT, EXCEPT IN MECHANICAL ROOMS, ETC. , OR OPERATED, SINGLE THROW, FUSIBLE GENERAL PURPOSE ENCLOSURE NEMA TYPE 1 FOR INDOOR LOCATIONS BUILDING WHERE SHOWN ON THE PLANS. AT THE CONTRACTOR'S OPTION, WHERE PERMITTED BY OF SAME, AND SHALL FURNISH FREE OF COST TO THE OWNER ALL MATERIAL, LABOR AND OTHER EXPENSES WHERE SPECIFICALLY SHOWN TO BE EXPOSED ON THE DRAWINGS. WITH NEMA TYPE 3R ENCLOSURES IN OUTSIDE LOCATIONS. EQUALLY AS POSSIBLE, THE LOADS CONNECTED TO EACH PHASE, AT THE COMPLETION OF THE WORK, (f) CODE, GAS QUALITY POLYETHYLENE PIPE MAY BE USED. NECESSARY TO COMPLY WITH THE ABOVE GUARANTEE, SAID GUARANTEE BEING BASED UPON DEFECTIVE B. INSTALL CONDUITS STRAIGHT AND TRUE, ALIGNED WITH OTHER WORK, CLOSE TO WALLS AND OVERHEAD C. NEMA TYPES 4 AND 12 SWITCHES SHALL BE FURNISHED WERE INDICATED ON THE DRAWINGS. CHECK THE LOAD CURRENT IN EACH PHASE OF EACH FEEDER AND MAKE ADJUSTMENTS AS NECESSARY TO Lti MATERIAL, WORKMANSHIP, AND EQUIPMENT PERFORMANCE. STRUCTURE, CONCEALED WHERE POSSIBLE IN OCCUPIED SPACES, AND OUT-OF-WAY WITH MAXIMUM D. NON-FUSED DISCONNECTS SHALL BE FURNISHED ONLY WHERE SPECIFICALLY INDICATED ON THE CORRECT LOAD UNBALANCES, D F. ROOF DRAINAGE PIPING ALL ROOF DRAIN PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC WHERE PASSAGEWAY AND HEADROOM REMAINING IN EACH SPACE. EXCEPT AS OTHERWISE INDICATED, ARRANGE DRAWINGS. SECTION 16481 - MOTOR CONTROLLERS ALLOWED BY CODE. WHERE PVC IS NOT ALLOWED BY CODE, PROVIDE BLACK STEEL PIPE SCHEDULE L 10 DAMAGE ELECTRICAL SERVICES AND OVERHEAD EQUIPMENT WITH A MINIMUM OF 7'-0' HEADROOM IN STORAGE E. ALL MOTOR DISCONNECTS SHALL HAVE ELECTRICAL INTERLOCKS FOR DISCONNECTING LINE VOLTAGE POWER (i) 40. FITTINGS SHALL BE FOR EQUAL WEIGHT AND QUALITY. ALL ELLS SHALL BE OF THE LONG RADIUS A. DAMAGE TO THE OWNER'S PROPERTY OR OTHER CONTRACTOR'S WORK CAUSED BY THIS CONTRACTOR, OR SPACES, AND 8'-6' HEADROOM IN OTHER SPACES. ARRANGE WORK TO FACILITATE MAINTENANCE AND TO MOTOR CONTROL CIRCUITS WHEN THE SWITCH IS OPENED, PART 1 - GENERAL (f) TYPE DAMAGE DUE TO FAILURE OF HIS EQUIPMENT OR MATERIALS, SHALL BE REPAIRED OR REPLACED AT THIS REPAIR OR REPLACEMENT OF EQUIPMENT. LOCATE SERVICES REQUIRING MAINTENANCE ON WIRING F. DISCONNECT SWITCHES FOR ELECTRIC HEATING APPLIANCES SHALL BE EQUAL TO SQUARE D CLASS CONTRACTOR'S EXPENSE DEVICES AND SIMILAR UNITS IN FRONT OF SERVICES REQUIRING LESS MAINTENANCE CONNECT EQUIPMENT 2510/KG-1, L 1 MATERIALS 2,2 INSULATION: FURNISH AND INSTALL PIPE AND EQUIPMENT INSULATION AS SPECIFIED BELOW. FOR EASE OF DISCONNECTING, WITH MINIMUM OF INTERFERENCE WITH LUMINARIES, WITH CEILING FINISH, A. MATERIALS SHALL BE NEW AND A STANDARD CATALOGED PRODUCT OF THE MANUFACTURER. L 11 SUBSTITUTIONS OF SPECIFIED MATERIALS AND EQUIPMENT SUSPENSION, DUCTWORK, AIR DIFFUSERS AND OTHER WORK, SO THAT REQUIRED PERFORMANCES OF EACH PART 3 - EXECUTION A, DOMESTIC COLD WATER ALL COLD WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH GLASS A. WHERE A MANUFACTURER AND CATALOG/MODEL NUMBER OF A PIECE OF EQUIPMENT IS NAMED ON THE WILL BE ACHIEVER PART 2 - PRODUCTS FIBER PIPE INSULATION IN MOLDED SECTIONS ONE INCH THICK WITH VAPOR BARRIER JACKET. 3. 1 SWITCH LOCATIONS PLANS OR IN THE SPECIFICATIONS, THAT MANUFACTURER'S AND CATALOG/MODEL NUMBER IS CONSIDERED C. SUPPORT CONDUITS FROM STRUCTURE WITH STRAPS ON SMALL CONDUITS, AND CONDUIT HANGERS ON LARGE TO BE THE STANDARD OF QUALITY FOR THAT PIECE OF EQUIPMENT AND EQUAL PRODUCTS OF OTHER CONDUITS. MAINTAIN ELECTRICAL CONTINUITY THROUGHOUT THE SYSTEM. PLUG ENDS AND KEEP CONDUIT A. LOCATE SWITCHES AS INDICATED ON THE DRAWINGS. k MANUAL MOTOR STARTERS LIJ B. DOMESTIC HOT WATER: SHALL BE INSULATED AS DESCRIBED FOR DOMESTIC COLD WATER WHEN MANUFACTURERS WILL BE GIVEN CONSIDERATION, B. LOCATIONS FOR DISCONNECT SWITCHES FOR ROOF TOP AND GROUND MOUNTED HVAC UNITS, CHILLERS, L MANUAL MOTOR STARTERS FOR FRACTIONAL HORSE-POWER SINGLE PHASE MOTORS SHALL BE G.E, I— ABOVE SLABS AND WITH 1/2' THICK ARMAFLEX WHEN BELOW SLABS, CLEAN DURING CONSTRUCTION. INSTALL REMOVABLE COVER PULL BOXES ON LONG RUNS. INSTALL EXPANSION FITTINGS AT BUILDING EXPANSION JOINTS AND RUNS OVER 150 FEET LONG. INSTALL 4116 PULL WIRE IN AND FANS INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY. SWITCHES SHALL BE MOUNTED ON #CR101 WITH #CR123 OVERLOAD HEATERS SIZED TO PROTECT THE MOTOR SERVED. < C. ROOF DRAINAGE PIPING: ALL HORIZONTAL RUNS OF ROOF DRAINAGE PIPING, ABOVE GRADE, SHALL BE L 12 APPROVAL OF MATERIALS EMPTY CONDUITS. ALLOW FOR NATURAL DRAIN OF CONDENSATE. INSTALL CONDUIT BUSHINGS AT ALL THE UNIT AT LOCATIONS AS RECOMMENDED BY THE UNIT MANUFACTURER. a EQUAL STARTERS AS MANUFACTURED BY SQUARE D, G.E, OR ALLEN BRADLEY WILL BE ACCEPTABLE C2) INSULATED AS DESCRIBED FOR DOMESTIC COLD WATER A. THE CONTRACTOR MUST OBTAIN IN WRITING THE OWNER'S REPRESENTATIVE'S APPROVAL OF EACH ITEM BOXES, CABINETS, ETC. AND AT THE TERMINATION ENDS OF CONDUIT STUB-OUTS. a 2 SWITCH SIZES PART 3 - EXECUTION SUBMITTED. THE OWNER'S REPRESENTATIVE'S APPROVAL OF SUCH SUBMITTALS SHALL NOT RELIEVE THE a ALL CONDUITS INSTALLED BELOW GRADE OR UNDERFLOOR SHALL BE RIGID STEEL GALVANIZED WITH THREADED A. SWITCHES SHALL BE SIZED AS INDICATED ON THE DRAWINGS. IF A SWITCH FOR A MOTOR OR OTHER ITEM a 3 PLUMBING FIXTURES' SHALL HAVE STOP VALVES ON ALL WATER CONNECTIONS, THEY SHALL HAVE C,P. CONTRACTOR OF RESPONSIBILITY FOR PROPER PERFORMANCE OF ALL EQUIPMENT OR DEVIATIONS FROM THE COUPLINGS (OR P,V.C. WITH CEMENTED COUPLINGS IF SPECIFICALLY SPECIFIED IN THIS SECTION). NO OF MECHANICAL EQUIPMENT IS NOT SPECIFICALLY SIZED ON THE DRAWINGS, THE CONTRACTOR SHALL SIZE 3, I INSTALLATION ESCUTCHEONS WHERE PIPES PASS THROUGH WALLS. THEY SHALL BE PROVIDED WITH ALL NECESSARY TRIM, DRAWINGS OR THE SPECIFICATIONS, UNLESS HE HAS IN WRITING DIRECTED THE ATTENTION OF THE SET-SCREW COUPLINGS WILL BE ALLOWED. CONDUIT THREADS SHALL BE COATED WITH AN APPROVED THE SWITCH RATED FOR THE SERVICE AND HORSEPOWER FOR THE EQUIPMENT OR MOTOR ACTUALLY A. MOTOR STARTERS SHALL BE FURNISHED BY THIS CONTRACTOR WHERE INDICATED ON THE PLANS AND IN GENERAL WHETHER SPECIFICALLY SPECIFIED HEREIN OR NOT, ALL WATER SUPPLIES SHALL HAVE 10' LONG CAPPED AIR OWNER'S REPRESENTATIVE TO SUCH DEVIATIONS AT THE TIME OF SUBMISSIONS. THE OWNER'S SEALANT AND TIGHTENED SECURELY TO MAKE EACH JOINT WATERPROOF. INSTALLER REFER TO THE MANUFACTURER'S DATA FOR SWITCH SIZING INFORMATION. SHALL BE LOCATED IN THE SAME AMBIENT TEMPERATURE AS THE MOTOR, STARTERS LOCATED INDOORS SHALL 0 <1<<<<< CHAMBERS. FIXTURES SHALL BE WHITE UNLESS SPECIFIED OTHERWISE REPRESENTATIVE WILL NOT GIVE VERBAL APPROVAL OF ANY SUBSTITUTE EQUIPMENT, E. ALL UNDERGROUND CONDUITS INSTALLED OUTSIDE THE BUILDING OR STRUCTURE SHALL BE INSTALLED AT 3.3 FUSES BE IN NEMA-1 ENCLOSURES. STARTERS LOCATED OUTDOORS SHALL BE IN WATER AND DUST TIGHT ENCLOSURES Z DEPTHS AS SPECIFIED IN TABLE 300-5 OF THE NEC, INSTALL CONTINUOUS PLASTIC TAPE MARKERS PER A. FURNISH CLASS K DUAL ELEMENT FUSES, SIZED AS INDICATED DR AS REQUIRED BY EQUIPMENT SERVED. NEMA-4. 2,4 ROOFTOP UNITS: PROVIDE AND INSTALL ROOFTOP UNITS AS SPECIFIER THE COOLING SECTION SHALL CONSIST L13 MODIFICATION PROPOSALS (RFP) SECTION 16195 OVER THE CONDUIT RUNS AT 6' BELOW GRADE. SECTION 16195 - ELECTRICAL IDENTIFICATION SECTION 16515 - LIGHTING FIXTURES AND LAMPS OF COMPRESSORS HAVING CRANKCASE HEATERS, REFRIGERANT VALVES, AND MOTOR WINDING THERMOSTATS. A. AFTER BIDS ARE RECEIVED ON THE PROJECT, THE OWNER'S REPRESENTATIVE MAY ISSUE A REQUEST FOR F. CONNECT ALL VIBRATING EQUIPMENT, DRY-TYPE TRANSFORMERS, MOTORS, AND RECESSED LIGHTING , 611,c42 UNITS SHALL BE SUITABLE FOR OPERATION BETWEEN TEMPERATURE OF 120 DEGREES TO 0 DEGREES. PROPOSAL (RFP) FOR PROPOSED CHANGES TO THE WORK ON THIS PROJECT. THIS CONTRACTOR SHALL FIXTURES WITH A LENGTH OF FLEXIBLE CONDUIT NO SHORTER THAN 12' IN LENGTH. WHEN EXPOSED TO PART 1 - GENERAL PART 1 - GENERAL lc\ c.....1 Ofre COOLING CAPACITY SHALL BE AS SCHEDULED. SEE SCHEDULE FOR ELECTRICAL REQUIREMENTS. EVAPORATOR PREPARE A PRICE PROPOSAL FOR THE PROPOSED CHANGE(S) TO HIS WORK, THE PROPOSAL SHALL CONTAIN MOISTURE, OILS, VAPORS, ACIDS, ETC., CONNECT ALL VIBRATING EQUIPMENT WITH A 12' MINIMUM FANS SHALL SHALL HAVE PERMANENTLY LUBRICATED BALL BEARING MOTORS, MOTORS SHALL HAVE THERMAL OVERLOAD 00 A PRICE BREAKDOWN IN SUFFICIENT DETAIL TO PERMIT AN ANALYSIS OF ALL MATERIAL, LABOR, EQUIPMENT, LENGTH OF 'SEALTITE' FLEXIBLE CONDUIT, WITH APPROPRIATE FITTINGS. 4, I CODES AND STANDARDS: L 1 MATERIALS PROTECTION. FANS SHALL HAVE CAPACITIES AS SCHEDULER GAS-FIRED HEATING SECTION SHALL BE A. COMPLY WITH NEPA 70 'NATIONAL ELECTRICAL CODE, ' CID COMPLETELY ASSEMBLED, WIRED AND PIPED, CERTIFIED BY AGA FOR OUTDOOR APPLICATION. SECTION SHALL SUBCONTRACT, AND OVERHEAD COSTS AS WELL AS PROFIT, THE PRICE BREAKDOWN SHALL COVER ALL WORK G. FLEXIBLE CORD/CAP AND RECEPTACLE CONNECTION FOR MOTORS IS NOT ACCEPTABLE UNLESS SPECIFICALLY A. MATERIALS SHALL BE NEW AND A STANDARD CATALOGED PRODUCT OF THE MANUFACTURER, EXPERIMENTAL - z CONTAIN FACTORY TESTED HEAT EXCHANGER BURNERS, AND COMBUSTION BLOWER OF STANDARD INVOLVED TO ACCOMPLISH THE MODIFICATION, WHETHER DELETED, ADDED, OR CHANGED, INDICATED ON THE DRAWINGS. OR UNPROVEN DESIGNS WILL NOT BE ACCEPTABLE CONSTRUCTION FOR THE SIZE UNIT SPECIFIED AND ELECTRONIC IGNITION SYSTEM CONDENSER FANS SHALL B, ANY CHANGE AMOUNTS CLAIMED FOR SUBCONTRACTORS SHALL BE SUPPORTED BY A SIMILAR BREAKDOWN, PART 2 - PRODUCTS 1112S BE DIRECT DRIVE WITH PERMANENTLY LUBRICATED BALL BEARING MOTORS HAVING THERMAL OVERLOAD IF THE PROPOSAL INCLUDES A TIME EXTENSION, A JUSTIFICATION THEREOF SHALL ALSO BE FURNISHED. THE SECTION 16120 - WIRES AND CABLES I MANUFACTURER = 1.- Z= PROTECTION. FAN MOTORS SHALL BE U.L LISTED FOR OUTDOOR SERVICE. UNITS SHALL BE PROVIDED WITH PROPOSAL TOGETHER WITH THE PRICE BREAKDOWN AND TIME EXTENSION JUSTIFICATION SHALL BE 5. 1 ELECTRICAL IDENTIFICATION PRODUCTS: L PROVIDE PRODUCTS AS SUPPLIED BY: ..x F- -- Ult..a MANUAL CONTROL OUTSIDE AIR VOLUME DAMPERS. FURNISHED BY SUCH DATE AS MAY BE REQUIRED BY THE OWNER'S REPRESENTATIVE PART 1 - GENERAL A. UNDERGROUND LINE MARKING TAPE PERMANENT, BRIGHT-COLORED, CONTINUOUS-PRINTED, PLASTIC TAPE a, GE SUPPLY, 405-507-0489, CJ .....1 THE UNIT SHALL COME EQUIPPED WITH 1' THICK THROW AWAY FILTERS HAVING A COMPOUNDED FOR DIRECT-BURIAL SERVICE NOT LESS THAN 6 INCHES WIDE BY 4 MILS THICK. PRINTED b. AMERICAN LIGHTING, 800-880-8881. c, OW MAXIMUM VELOCITY OF 350'/MIN. WITH THE CFM SPECIFIED, THEY SHALL COME WITH COMPLETE ROOF L 14 AS CONSTRUCTED DRAWINGS, EQUIPMENT CATALOG, SPARE MATERIALS L 1 CODES AND STANDARDS LEGEND INDICATIVE OF GENERAL TYPE OF UNDERGROUND LINE BELOW. c.,i 2:1CD CURBS, CONTROLS SHALL INCLUDE CONDENSER FAN, EVAPORATOR FAN AND COMPRESSOR CONTACTORS AND A. AT THE COMPLETION OF THE PROJECT, AND BEFORE FINAL PAYMENT IS MADE, THIS CONTRACTOR SHALL A. NEC COMPLIANCE COMPLY WITH APPLICABLE REQUIREMENTS OF NEC FOR CONSTRUCTION AND B. WIRE/CABLE DESIGNATION TAPE MARKERS' VINYL OR VINYL-CLOTH, SELF-ADHESIVE, WRAPAROUND, PART 2 - PRODUCTS -a }- 24-VOLT TRANSFORMER, PROVIDE AN ADJUSTABLE LOW VOLTAGE THERMOSTAT WITH 'HEAT-OFF- COOL' AND FURNISH THE FOLLOWING INSTALLATION OF WIRES/CABLES AND CONNECTORS, CABLE/CONDUCTOR MARKERS WITH PREPRINTED NUMBERS AND LETTER ..:x ....i_j 'FAN-AUTO' SWITCHES, THE THERMOSTAT SHALL BE LOCATED WHERE SHOWN ON THE DRAWING. WIRING a SUBMIT TO THE OWNER'S REPRESENTATIVE FOR TRANSMITTAL TO THE OWNER: E UL COMPLIANCE: COMPLY WITH UL STDS 83 AND 486k PROVIDE WIRING/CABLING AND CONNECTOR C. ENGRAVED, PLASTIC-LAMINATED LABELS, SIGNS, AND INSTRUCTION PLATES: ENGRAVING STOCK MELAMINE 2. 1 GENERAL < cz 3 cD WILL BE PROVIDED BY THE ELECTRICAL CONTRACTOR ONLY TO THE EXTENT SHOWN ON THE ELECTRICAL PLANS. 1. ONE (1) NEAT, CLEAN, COMPLETE SET OF ELECTRICAL WORKING DRAWINGS ON WHICH ANY AND ALL PRODUCTS WHICH ARE UL-LISTED AND LABELED CONSISTENT WITH THEIR USES. PLASTIC LAMINATE, 1/16-INCH MINIMUM THICK FOR SIGNS UP TO 20 SQUARE INCHES, OR 8 INCHES IN A. LIGHTING FIXTURES SHALL BEAR THE LABEL OF UNDERWRITER'S LABORATORIES, INC,, APPROPRIATE FOR THE U12r ALL OTHER WIRING SHALL BE BY THIS CONTRACTOR. CAPACITIES AND FURTHER SPECIFICATIONS SHALL BE AS CHANGES MADE IN THE INSTALLATION OF THE ELECTRIC SYSTEM HAVE BEEN NEATLY MARKED IN LENGTH; 1/8-INCH THICK FOR LARGER SIZES. ENGRAVED LEGEND IN WHITE LETTERS ON BLACK FACE AND SERVICE IN WHICH THEY ARE TO BE INSTALLED. SHOWN ON PLANS. PUNCHED FOR MECHANICAL FASTENERS. COLORED PEN OR PENCIL, THESE MARKED CHANGES SHALL INCLUDE ANY CHANGES IN ROUTING OF PART 2 - PRODUCTS B. LIGHTING FIXTURES NUMBERS SHOWN ON PLANS REFER TO FIXTURE TYPE NUMBERS AND/OR LETTERS SHOWN 2S CONDUITS, RELOCATED ELECTRICAL EQUIPMENT, ETC. MARK THE SET OF ELECTRICAL DRAWINGS TO D. CABLE TIES: FUNGUS-INERT, SELF-EXTINGUISHING, ONE-PIECE, SELF- LOCKING NYLON CABLE TIES, 11111:1111 CI 2.5 DUCTWORK: DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE ASHRAE GUIDE ON THE 'LIGHTING FIXTURE SCHEDULE' ON THE DRAWINGS, m LL.1 0, 18-INCH MINIMUM WIDTH, 50-LB MINIMUM TENSILE STRENGTH, AND SUITABLE FOR A TEMPERATURE U RECTANGULAR SUPPLY AND RETURN DUCTS SHALL HAVE 1/2' THICK DUCT LINER INSTALLED IN ACCORDANCE INDICATE ALL CHANGES MADE DURING THE PROGRESS OF THE WORK. LOCATE ALL UNDERGROUND 2, 1 WIRES AND CABLES: C. FLUORESCENT FIXTURES SHALL BE IN ACCORDANCE WITH THE FIXTURE SCHEDULE AND AS FOLLOWS: WITH MANUFACTURER'S RECOMMENDATIONS FOR THE FIRST 5'-0' OF DUCT FROM THE UNIT SUPPLY AND CONDUITS WITH DIMENSIONS, SHOW THE ACTUAL PANELBOARD CIRCUIT NUMBER OF EACH CIRCUIT. A. PROVIDE WIRES AND CABLES AS INDICTED SUITABLE FOR THE TEMPERATURE, CONDITIONS AND LOCATION RANGE FROM MINUS 50 DEG F TO 350 DEG F, PROVIDE TIES IN SPECIFIED COLORS WHEN USED FOR L ALL FIXTURE FINISHES SHALL BE FACTORY APPLIED AFTER THE FIXTURE IS FABRICATED. NO PRE-PAINTED LI] CD co co c2) CD E RETURN AIR DUCT CONNECTION, RECTANGULAR SIZES SHOWN ARE SHEET METAL SIZES. ALL RECTANGULAR WHERE INSTALLER INSTALL ALL WIRE IN RACEWAY, COLOR CODING. FIXTURE BODIES OR PARTS ARE ACCEPTABLE AND ROUND SUPPLY AND RETURN DUCTWORK SHALL HAVE 2' THICK VAPOR SEAL EXTERIOR INSULATION WITH 2. ONE (1) LOOSE-LEAF THREE-RING BINDER WITH TABS CONTAINING A COMPILATION OF CATALOG DATA B. CONDUCTOR MATERIAL: USE COPPER CONDUCTORS FOR ALL WIRES AND CABLES. E, 'DYMO' TYPE TAPE LABELS ARE NOT ACCEPTABLE FOR LABELING. 2. FINISHED INTERIOR HOUSING SHALL HAVE A MINIMUM REFLECTANCE OF 90%. Li j CO CNI CV C s < -- A MINIMUM VALUE OF R-5 (INSTALLED). WHERE ROUND DUCTWORK IS SHOWN, RECTANGULAR MAY BE USED OF EACH MANUFACTURED ITEM OF EQUIPMENT USED IN THE ELECTRICAL WORK. DESCRIPTIVE DATA C. INSULATION: PROVIDE THHN/THWN INSULATION FOR ALL CONDUCTORS SIZE 500MCM AND LARGER AND 3. FIXTURES SHALL BE DESIGNED TO OPERATE CONTINUOUSLY AT 27 DEGREES C. SPACE AMBIENT AT :E /-- 2f SE SE LO T PROVIDED THE INSIDE FREE AREA IS NOT REDUCED.ROUND DUCTWORK MAY BE INSULATED FLEXIBLE DUCT AND PRINTED INSTALLATION, OPERATING, INSTRUCTIONS, GUARANTEES, WARRANTIES, MAINTENANCE NO. 8 AWG AND SMALLER. FOR ALL OTHER SIZES PROVIDE THW, THHN/THWN OR XHHW INSULATION PART 3 - EXECUTION 5% ABOVE NOMINAL VOLTAGE. < 5 cm cr3 cr3 CD AT CONNECTION TO AIR DEVICES IN LENGTHS NO GREATER THAN 6'-0'. AGREEMENTS, MAINTENANCE PROPOSALS AND MAINTENANCE INSTRUCTIONS FOR EACH ITEM OF AS APPROPRIATE FOR THE LOCATIONS WHERE INSTALLED. 4. FIXTURES SHALL BE TESTED BY A RECOGNIZED LABORATORY FOR CONFORMANCE WITH THE ABOVE RE- CD 00 CO CD CD -V < LU LO LO cc E EQUIPMENT SHALL BE INCLUDED. A COMPLETE TYPE WRITTEN INDEX SHALL BE PROVIDED LISTING D. CONNECTORS FOR CONDUCTORS: PROVIDE UL-LISTED FACTORY-FABRICATED, SOLDERLESS METAL 6. 1 GENERAL QUIREMENTS AND COPIES OF CERTIFIED TEST DATA SHALL BE SUBMITTED FOR APPROVAL. FIXTURES C..0 pc 2.6 AIR DISTRIBUTION DEVICES: SHALL BE FURNISHED AND INSTALLED AS SHOWN, FINISH SHALL BE WHITE EACH PRODUCT ALPHABETICALLY BY NAME TOGETHER WITH THE MANUFACTURER, CATALOG NUMBER, CONNECTORS OF SIZES, AMPACITY RATINGS, MATERIALS, TYPES AND CLASSES FOR APPLICATIONS AND FOR A. INSTALL IDENTIFICATION DEVICES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND INSTALLED ON THE PROJECT SHALL BE IDENTICAL IN EVERY RESPECT TO THE FIXTURES SUBMITTED AND 5E CD LI] 5 , § g, ENAMEL UNLESS SPECIFIED OTHERWISE, MODEL NUMBERS ARE FOR DEVICES MANUFACTURED BY KRUEGER. AND NAME AND ADDRESS OF THE AREA SALES REPRESENTATIVE. SERVICES INDICATED. USE CONNECTORS WITH TEMPERATURE RATINGS EQUAL TO OR GREATER THAN THOSE REQUIREMENTS OF NEC. APPROVED. CS CD u_ I-2 to 3. TWO KEYS OF EACH TYPE OF KEY ON THE JOB. OF THE WIRES UPON WHICH USED, B. CONDUCTOR COLOR CODING PROVIDE COLOR CODING FOR SECONDARY SERVICE, FEEDER, AND BRANCH 5, WHERE ACRYLIC LENSES ARE SPECIFIED, LENSES SHALL BE PATTERN 12, VIRGIN ACRYLIC WITH A a nc CD a) 00 ‹C CL '‹ C: 2.7 HOOD EXHAUST & MAKE-UP AIR SYSTEM: FANS, ROOF CURBS, AND EXHAUST DUCT TRANSITIONS ARE 4. DELIVER SPARE FUSES, LAMPS, AND OTHER SPARE EQUIPMENT AND STORE AS DIRECTED. E. OPTIONAL USE OF TYPE MC CABLES: THE CONTRACTOR MAY USE TYPE MC CABLE IN LIEU OF WIRE CIRCUIT CONDUCTORS THROUGHOUT THE PROJECT SECONDARY ELECTRICAL SYSTEM AS FOLLOWS: NOMINAL THICKNESS OF O. 125', FURNISHED BY THE OWNER, AND INSTALLED BY THE CONTRACTOR COORDINATE WITH THE OWNER'S UD I-- c REPRESENTATIVE FOR DELIVERY AND INSTALLATION REQUIREMENTS, EXHAUST DUCTWORK SHALL BE 16 GAUGE INSTALLED IN CONDUITS WHERE APPROVED BY LOCAL CODES. TYPE MC CABLE SHALL BE INSTALLED ONLY 6. FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE, LOW HARMONIC, PROGRAMMED RAPID START, UL LISTED, ED ES cp CD SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS IN HOLLOW WALL SPACES AND ABOVE ACCESSIBLE CEILINGS. BLACK PHASE A CD STEEL, WITH WELDED JOINTS. MAKE-UP AIR DUCTWORK SHALL BE AS DESCRIBED ABOVE IN PARAGRAPH 2.5 CLASS A SOUND RATED, IN COMPLIANCE WITH FCC PART 18 FOR EMI AND RFI, MINIMUM FREQUENCY OF co 10_ FOR RECTANGULAR SUPPLY AIR DUCTWORK, THE ENTIRE EXHAUST AND MAKE-UP SYSTEM SHALL BE BALANCED RED PHASE B 20,000 HZ, MAXIMUM L7 CREST FACTOR, MINIMUM 905 POWER FACTOR, THD LESS THAN BY AN INDEPENDENT AABC OR NEBB CERTIFIED BALANCE CONTRACTOR THE BALANCE CONTRACTOR SHALL PART I - GENERAL PART 3 - EXECUTION BLUE PHASE C 105, MAXIMUM LAMP FLICKER 10%, MINIMUM 3 YEAR WARRANTY WITH LABOR ALLOWANCE, PROVIDE WRITTEN REFERENCES TO THE OWNER AND SHALL PROVIDE A REPORT OF THE BALANCED SYSTEM ON WHITE NEUTRAL BALLASTS SHALL BE FOR THE VOLTAGE AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE BALLASTS STANDARD NEBB FORMS. L I RELATED DOCUMENTS a I WIRING INDICATED ON DRAWINGS GREEN GROUND AS MANUFACTURED BY ADVANCE, EBT, MAGNETEK/TRIAD, MOTOROLA, AND VALMONT WILL BE A. THE DIVISION 1 GENERAL CONDITIONS APPLYING TO THE GENERAL CONTRACTOR ALSO APPLY TO THIS A. THE NUMBER OF WIRES TO BE INSTALLED IN EACH CONDUIT RUN IS INDICATED ON THE DRAWINGS AS HASH C. USE CONDUCTORS WITH COLOR FACTORY-APPLIED THE ENTIRE LENGTH OF THE CONDUCTORS EXCEPT AS ACCEPTABLE PROVIDED THEY MEET THE ALL OF THE REQUIREMENTS STATED HEREIN. 2,8 EXHAUST HOOD FIRE SUPPRESSION: EXHAUST HOOD WILL BE FURNISHED BY OWNER, PRE-PIPED WITH ANSUL SUBCONTRACTOR AS MODIFIED BY DIVISION 16 REQUIREMENTS, MARKS. REFER TO THE ELECTRICAL SYMBOLS, FOLLOWS: a FLUORESCENT FIXTURES SHALL BE FURNISHED WITH SELF CONTAINED EMERGENCY POWER BATTERY PACKS . FIRE EXTINGUISHING NOZZLES AND PIPING, FOR INSTALLATION BY THE G.C. CONTRACTOR SHALL PROVIDE B. EACH CONDUIT RUN SHALL HAVE A GREEN GROUNDING CONDUCTOR INSTALLED WITH THE PHASE AND L THE FOLLOWING FIELD-APPLIED COLOR-CODING METHODS MAY BE USED IN LIEU OF FACTORY-CODED WHERE SHOWN IN THE 'LIGHTING FIXTURE SCHEDULE' AND INDICATED ON THE DRAWINGS. POWER PACKS flfl Nt U- AND INSTALL WET CHEMICAL FIRE SUPPRESSION SYSTEM EQUAL TO ANSUL R-102 WITH ALL RELATED ITEMS L 2 WORKMANSHIP NEUTRAL CONDUCTORS, THE GROUNDING CONDUCTOR SHALL BE SIZED AS INDICATED AND/OR PER THE NEC, WIRE FOR SIZES LARGER THAN NO. 10 AWG, SHALL HAVE FIELD REPLACEABLE NICAD BATTERY CAPABLE OF OPERATING ONE LAMP AT A MINIMUM OF 33% -7 > 0 0 EiE REQUIRED FOR A COMPLETE INSTALLATION, SYSTEM SHALL BE DESIGNED TO CONFORM WITH NEPA, & ALL A. THE WORK TO BE PERFORMED AS A PART OF THIS CONTRACT SHALL BE DONE BY EXPERIENCED CRAFTSMEN REFER TO SECTION 16452, 2, APPLY COLORED, PRESSURE-SENSITIVE PLASTIC TAPE IN HALF- LAPPED TURNS FOR A DISTANCE OF 6 OF FULL LIGHT OUTPUT FOR 90 MINUTES. POWER PACKS SHALL BE FACTORY MOUNTED IN THE BALLAST CHANNEL 0 ri WI 0 o APPLICABLE CODES AND REGULATIONS. IN A NEAT, CAREFUL, AND WORKMAN-LIKE MANNER, AND IN FULL COMPLIANCE WITH ALL REQUIREMENTS C. NEUTRALS SHALL NOT BE COMBINED ON CIRCUITS SERVING LIGHTING FIXTURES CONTAINING ELECTRONIC INCHES FROM TERMINAL POINTS AND IN BOXES WHERE SPLICES OR TAPS ARE MADE, APPLY THE WITH BATTERY CHARGE INDICATOR LIGHTS AND TEST SWITCR E_O OF THE NEC, LATEST REVISION, AND SHALL CONFORM TO THE BEST PRACTICES OF THE ELECTRICAL INDUSTRY. BALLASTS. A SEPARATE NEUTRAL SHALL BE PULLED FOR EACH CIRCUIT. LAST TWO LAPS OF TAPE WITH NO TENSION TO PREVENT POSSIBLE UNWINDING USE 1-INCH-WIDE E LIGHTING FIXTURES SHALL BE FURNISHED COMPLETE WITH PLASTER FRAMES WHERE REQUIRED BY ROOM FINISH. r- 0 TAPE IN COLORS AS SPECIFIER DO NOT OBLITERATE CABLE IDENTIFICATION MARKINGS BY TAPING. PART 3 EXECUTION LAY-IN TYPE FIXTURES INSTALLED IN GRID CEILINGS SHALL BE FURNISHED WITH FOUR (4) HOLD DOWN CLIPS. < -r k/ al = ft,tS L 3 STORAGE OF MATERIALS 3,2 INSTALLATION METHODS TAPE LOCATIONS MAY BE ADJUSTED SLIGHTLY TO PREVENT SUCH OBLITERATION. [ a 1 ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL EXISTING CODES, ORDINANCES, AND REGULATIONS. A. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CARE OF ALL HIS MATERIALS, EQUIPMENT, ETC. , A. PULL CONDUCTORS SIMULTANEOUSLY WHERE MORE THAN ONE IS BEING INSTALLED IN SAME RACEWAY. 3. IN LIEU OF PRESSURE-SENSITIVE TAPE, COLORED CABLE TIES MAY BE USED FOR COLOR h CS '6 iil 1 0 1-7- 2.2 LAMPS DELIVERED AT THE SITE. BUILDING MATERIALS, CONTRACTOR'S EQUIPMENT, ETC,, MAY BE STORED ON THE USE UL LISTED PULLING COMPOUND OR LUBRICANT, WHERE NECESSARY, IDENTIFICATION, APPLY THREE TIES OF SPECIFIED COLOR TO EACH WIRE AT EACH TERMINAL OR SPLICE 0 Li C.) A. EACH LIGHTING FIXTURE SHALL BE FURNISHED COMPLETE WITH LAMPS. LAMPS SHALL BE AS MANUFACTURED 11_ 111 ,- 1 > R g 9 3.2 ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH PREMISES, BUT THE PLACING OF SAME SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S a USE PULLING MEANS INCLUDING, FISH TAPE, CABLE, ROPE AND BASKET WEAVE WIRE/CABLE GRIPS WHICH POINT STARTING 3 INCHES FROM THE TERMINAL AND SPACED 3 INCHES APART. APPLY WITH A BY GENERAL ELECTRIC, PHILLIPS, OR OSRAM AND SIZED IN ACCORDANCE WITH THE FIXTURE SCHEDULE AS (1) I- lb 0 MANUFACTURER'S INSTRUCTIONS. REPRESENTATIVE. WHEN ANY ROOM IN THE BUILDING IS USED AS A SHOP, STOREROOM, ETE, THE ONE MAKING WILL NOT DAMAGE CABLES OR RACEWAYS, DO NOT USE ROPE HITCHES FOR PULLING ATTACHMENT TO WIRE SPECIAL TOOL OR PLIERS, TIGHTEN FOR SNUG FIT, AND CUT OFF EXCESS LENGTH. FOLLOWS. t3 0 USE OF SUCH ROOM WILL BE HELD RESPONSIBLE FOR ANY REPAIRS, PATCHING OR CLEANING ARISING FROM OR CABLE. R APPLY EQUIPMENT IDENTIFICATION LABELS OF ENGRAVED PLASTIC-LAMINATE ON PANELBOARD& EXCEPT CO .i•--if' L F32T8 FOUR FOOT FLUORESCENT LAMPS SHALL BE G. F32T8/SPX35, 3500 DEGREE K, 82 CRI, 0 }-- .1 3,3 THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE MECHANICAL EQUIPMENT WITH THE OTHER SUCH USE. C. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH AS OTHERWISE INDICATED, PROVIDE SINGLE LINE OF TEXT, WITH 1/2-INCH-HIGH LETTERING ON 1 - OR EQUAL UNLESS NOTED OTHERWISE. 0 TRADES, 1-1/2-INCH-HIGH LABEL (2-INCH-HIGH WHERE TWO LINES ARE REQUIRED), WHITE LETTERING IN BLACK FIELD, MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES. WHERE MANUFACTURER'S TORQUING z L 2, COMPACT FLUORESCENT LAMPS SHALL BE G.E 'BIAX', 3500 DEGREE K, CRI 82 UNLESS NOTED r 6 4 DAMAGE REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING TEXT SHALL MATCH TERMINOLOGY AND NUMBERING OF THE CONTRACT DOCUMENTS AND SHOP DRAWINGS, -L - < a 3.4 EQUIPMENT SHALL BE TESTED FOR PROPER OPERATION TO INCLUDE THE BALANCING AND ADJUSTMENT OF THE A. THIS CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR ANY DAMAGE TO HIS WORK OR MATERIAL, TORQUES SPECIFIED IN UL STD 486A AND B. OTHERWISE, 0 0 0 11.1,, 0 Lu a INCANDESCENT LAMPS SHALL BE RATED AT 120 VOLTS. — --) Z ‘J (,..) L.0 T SYSTEM TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND OWNER, FROM THE DATE OF AGREEMENT UNTIL THE FINAL ACCEPTANCE IS MADE, AND SHALL MAKE GOOD WITHOUT D. THE WIRING LAYOUT INDICATED ON THE DRAWINGS IS INTENDED TO BE SCHEMATIC AND MINOR VARIANCES . 4, ALL OTHER LAMPS SHALL BE AS INDICATED IN THE 'LIGHTING FIXTURE SCHEDULE'. o!O 4 -- COST TO THE OWNER ANY DAMAGE OR LOSS THAT MAY OCCUR DURING THIS PERIOD. CONTRACTOR SHALL TO ACCOMMODATE THE BUILDING STRUCTURE ARE ACCEPTABLE IF THE CONTRACTOR DESIRES TO MAKE SECTION 16452 - GROUNDING IE 0[._ -0 cf.'< 2 HANDLE ALL MATERIAL AS DIRECTED, SO THAT IT MAY BE INSPECTED BY THE OWNER'S REPRESENTATIVE MAJOR MODIFICATIONS TO THE GENERAL LAYOUT, (IE INSTALL CONDUITS OVERHEAD WHERE INDICATED TO 8 j LLJ 1 BE UNDERFLOOR, ETC. ), HE SHALL OBTAIN THE APPROVAL OF THE OWNER'S REPRESENTATIVE BEFORE PART I - GENERAL 2, 3 EXIT SIGNS -- --.F.az 1.5 ELECTRICAL SYSTEM PERFORMANCE BEGINNING THE CHANGES. A. EXIT SIGNS ARE SPECIFIED IN THE 'LIGHTING FIXTURE SCHEDULE'. SIGNS SHALL BE FURNISHED WITH SELF Ci) 415 < F2 t:i LI, A. PERFORM REQUIRED TESTS AND PROCURE REQUIRED APPROVALS OF ALL AUTHORITIES, PRIOR TO THE OWNERS L 1 GENERAL REQUIREMENTS: CONTAINED EMERGENCY POWER BATTERY PACKS, POWER PACKS SHALL HAVE FIELD REPLACEABLE NICAD g b 6.-c. DIVISION 16 - ELECTRICAL SPECIFICATIONS ACCEPTANCE AND OCCUPANCY. SECTION 16135 - CABINETS, BOXES, AND FITTINGS A. ELECTRICAL COMPONENT STANDARD: NEPA 70, 'NATIONAL ELECTRICAL CODE' FOR COMPONENTS AND BATTERY CAPABLE OF OPERATING THE SIGN AT FULL LIGHT OUTPUT FOR 90 MINUTES. POWER PACKS SHALL BE )(.; s") .E,2,. B, THE SYSTEM WILL NOT BE CONSIDERED FOR ACCEPTANCE UNTIL ALL THE SWITCHES, PANELS, INSTALLATION, FACTORY MOUNTED IN THE SIGNS. LAMPS, LEDS, OR ELECTROLUMINANCE PANELS SHALL BE AS SPECIFIED SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS BREAKERS, SAFETY SWITCHES, MOTORS, LIGHT FIXTURES, RECEPTACLES, DEVISES AND ITEMS OF PART 1 - GENERAL a UL STANDARD UL STANDARD 467, 'GROUNDING AND BONDING EQUIPMENT, " FOR THE SIGN. l CD '-&-'o EQUIPMENT ARE OPERATED UNDER LOAD CONDITIONS AND FOUND TO CONFORM TO THE CONTRACT B. FINISH OF EXIT SIGNS SHALL BE AS INDICATED IN THE 'LIGHTING FIXTURE SCHEDULE'. I CsA <Lin-- PART 1 - GENERAL DOCUMENTS BY THE OWNER. 1, 1 MATERIALS PART 2 - PRODUCTS C. SIGNS SHALL BE FURNISHED WITH DIRECTIONAL ARROWS AS INDICATED ON THE DRAWINGS. \ "Iiiii _ o 1 I (f),D}-0 A. MATERIALS SHALL BE NEW AND A STANDARD CATALOGED PRODUCT OF THE MANUFACTURER EXPERIMENTAL A. GROUNDING AND BONDING PRODUCTS: TYPES AS INDICATED. WHERE TYPES, SIZES, RATINGS, AND L 1 ELECTRICAL CONTRACTOR QUALIFICATIONS 1,6 EXCAVATION AND BACKFILL OR UNPROVEN DESIGNS WILL NOT BE ACCEPTABLE. QUANTITIES INDICATED DIFFER FROM NEC REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS AND THE 2.4 MENU LIGHTING \ // 4 DO -§-rn 6 <z- A. THE ELECTRICAL CONTRACTOR SHALL BE A COMPANY OR FIRM ENGAGED IN THE BUSINESS OF ELECTRICAL A. THIS CONTRACTOR SHALL PERFORM ALL NECESSARY TRENCH EXCAVATING AND BACKFILL FOR THE GREATER SIZE, RATING, AND QUANTITY INDICATIONS GOVERN. A, LOW VOLTAGE 12V. (OPTION) IF LOW VOLTAGE IS REQUIRED BY OWNER OR BY LOCAL CODES FOR USE IN STEEL ,q 0 0 CONTRACTING ON A FULL-TIME BASIS AND HAVE HAD A MINIMUM OF THREE (3) YEARS EXPERIENCE IN THE VARIOUS UNDERGROUND PORTIONS OF CONDUIT NECESSARY FOR THE COMPLETION OF THE WORK. PART 2 - PRODUCTS B. CONDUCTOR MATERIALS: COPPER. TUBING THE FOLLOWING SHOULD BE USED STANDARD 115V WIRING AS SPECIFIER CIRCUITS AS SHOWN // 1,, E, ,--- z CC. BUSINESS OF ELECTRICAL CONTRACTING. THE FIRM SHALL HAVE COMPLETED A MINIMUM OF FIVE (5) MATERIAL SUITABLE FOR BACKFILL IS TO BE PILED SO AS NOT TO INTERFERE WITH SAND OR OTHER C. WIRE AND CABLE CONDUCTORS: COMPLY WITH DIVISION 16 SECTION 'WIRES AND CABLES. ' CONFORM STANDARD ON PLANS. TRANSFORMER ON EACH CIRCUIT. (4078.5 40V) 14.1 PROJECTS SIMILAR IN SIZE AND SCOPE TO THIS PROJECT. SUITABLE MATERIAL CONTAINING NO WOOD OR OTHER ORGANIC MATTER SUBJECT TO DECAY. BACK 2. 1 OUTLET BOXES TO NEC TABLE 8, EXCEPT AS OTHERWISE INDICATED, FOR CONDUCTOR PROPERTIES, INCLUDING STRANDING, oN 1 imz FILLS SHALL BE PLACED IN LAYERS NOT OVER SIX INCHES, AND EACH LAYER THOROUGHLY TAMPED AND A. BOXES SHALL BE PROVIDED IN THE WIRING OR RACEWAY SYSTEMS WHEREVER REQUIRED FOR PULLING OF D. EQUIPMENT GROUNDING CONDUCTOR; GREEN INSULATED. 2.5 CANOPY 'PUCK' LIGHTS L 2 DESCRIPTION OF THE ELECTRICAL WORK COMPACTED, WHERE TRENCHES ARE UNDER BUILDING, PAVED AREAS, ETC. , SAND BACKFILL SHALL WIRES, MAKING CONNECTIONS, AND MOUNTING DEVICES OR FIXTURES. CONSTRUCTION AND DESIGN OF E GROUNDING ELECTRODE CONDUCTOR STRANDED CABLE. A. MANUFACTURER \ II:"11.4\I E A. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, APPLIANCES, EQUIPMENT, TOOLS, TRANSPORTATION, BE BROUGHT TO THE ELEVATION OF THE ADJACENT GRADES. BOXES TO BE THE BEST ADAPTED FOR THE LOCATION, FIXTURE AND/OR DEVICE BOXES SHALL COMPLY F. BARE COPPER CONDUCTORS: CONFORM TO ASTM B-3. L PROVIDE PRODUCTS AS SUPPLIED BY: SUPERINTENDENCE AND SERVICE REQUIRED TO CONSTRUCT AND INSTALL COMPLETE AND OPERATIVE IN WITH UL 514 EXCEPT THAT BOXES LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH THE UL G. BRAIDED BONDING JUMPERS: COPPER TAPE, BRAIDED FROM Na 30-GAGE BARE COPPER WIRE AND a. GE SUPPLY, 303-572-7124. , \ >- ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS, THE ELECTRICAL SYSTEM AS L7 CLEANING AND TOUCH-UP REQUIREMENTS FOR THE CLASS AND GROUP INDICATED AND/OR SPECIFIER BOXES SHALL BE OF THE CAST TERMINATED WITH COPPER FERRULES, b. AMERICAN LIGHTING, 800-880-8881. SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. A. PRIOR TO FINAL INSPECTION THE CONTRACTOR SHALL CLEAN THE CONSTRUCTION DUST FROM ALL LIGHTING METAL HUB TYPE WHEN LOCATED IN NORMALLY WET LOCATIONS, WHEN SURFACE MOUNTED ON OUTSIDE H. CONNECTOR PRODUCTS: LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS WITH 0 B. INSTALL ALL THE ELECTRICAL SYSTEMS FOR POWER AND LIGHTING, WITH CONDUIT AND OUTLETS ONLY FOR FIXTURES AND LAMPS, CLEAN ANY PAINT OR OTHER FOREIGN MATERIAL FROM ALL PANELBOARDS AND OF EXTERIOR SURFACES AND WHEN INSTALLED EXPOSED UP TO SEVEN (7) FEET ABOVE INTERIOR FLOORS WHICH USED. 2.6 CEILING FANS (L) TELEPHONE, COMPUTERS AND MONITORS. LOCATIONS AS SHOWN ON PLANS. TELEPHONE CONDUIT TO DEVICES, AND TOUCH-UP PAINT ON ALL ELECTRICAL EQUIPMENT. AND WALKWAYS. BOXES IN OTHER LOCATIONS SHALL BE SHEET STEEL, THROUGH WALL BACK-TO-BACK L PRESSURE CONNECTORS: HIGH-CONDUCTIVITY PLATED UNITS. k MANUFACTURER: BUILDING INCLUDED IF REQUIRED BY TELEPHONE COMPANY, BOXES ARE NOT ALLOWABLE a BOLTED CLAMPS: HEAVY-DUTY UNITS LISTED FOR THE APPLICATION. L PROVIDE PRODUCTS SUPPLIED BY AMERICAN LIGHTING, 800-880-8881, C. MAKE THE ROUGH-IN AND FINAL CONNECTIONS TO REFRIGERATION, EXHAUST AND INTAKE FANS, AND MENU 1 8 ELECTRICAL SERVICE B, BOXES FOR USE WITH RACEWAY SYSTEMS SHALL NOT BE LESS THAN L 5 INCHES DEEP EXCEPT WHERE K. EXOTHERMIC WELDED CONNECTIONS: PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, LIGHTS. REF. 'SPECIALTY ITEMS', A. PRIOR TO SUBMITTING A PROPOSAL FOR THE WORK, THE CONTRACTOR SHALL CONTACT THE LOCAL ELECTRICAL SHALLOWER BOXES REQUIRED BY STRUCTURAL CONDITIONS ARE APPROVER BOXES FOR OTHER THAN SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED, PART 3 - EXECUTION D. INSTALL THE CONDUITS FOR MUSIC SYSTEM AT LOCATIONS AS SHOWN ON THE PLANS, OR AS UTILITY COMPANY AND DETERMINE THE REQUIREMENTS FOR ELECTRICAL SERVICE TO THE BUILDING. THE LIGHTING FIXTURE OUTLETS SHALL NOT BE LESS THAN 4 INCHES SQUARE EXCEPT THAT 4 INCH BY 2 INCH L. GROUND RODS: COPPER-CLAD STEEL, 5/8 INCH BY 10 FEET, MINIMUM. DIRECTED BY OWNER. CONTRACTOR SHALL INCLUDE ALL CHARGES BY THE UTILITY COMPANY FOR SERVICE IN HIS BID PROPOSAL, BOXES MAY BE USED WHERE ONLY ONE RACEWAY ENTERS THE OUTLET. BOXES LESS THAN 4 INCHES 3. I INSTALLATION OF INTERIOR FIXTURES E. THE SPEAKERS AND MENU ASSEMBLIES SHALL BE FURNISHED BY THE OWNERS, THE ELECTRICAL B. AFTER THE NOTICE TO PROCEED IS ISSUED, THE ELECTRICAL CONTRACTOR SHALL CONTACT THE LOCAL SQUARE FOR MOUNTING LIGHTING FIXTURES MAY BE INSTALLED AS REQUIRED BY FIXTURE CONFIGURATION, PART 3 - EXECUTION A. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT LOCATIONS OF CEILING MOUNTED LIGHTING CONTRACTOR SHALL BE REQUIRED TO PULL WIRES AND HOOK UP THE MENU LIGHTS. ONE MENU UNIT ELECTRICAL UTILITY COMPANY REPRESENTATIVE AND COORDINATE THE INSTALLATION OF THE ELECTRICAL AS APPROVED. FIXTURES. WILL BE LOCATED AT EACH STALL AND WILL BE INSTALLED COMPLETE WITH LAMP HOLDER AND LAMP, SERVICE WITH THE UTILITY COMPANY, C. PULL BOXES SHALL BE CONSTRUCTED OF CODE GAGE GALVANIZED SHEET STEEL EXCEPT WHERE CAST METAL a I INSTALLATION: B. COORDINATE FIXTURE LOCATIONS WITH OTHER CEILING MOUNTED MECHANICAL AND ELECTRICAL DEVICES. IF ----- BY THE OWNER THE CANOPY CONTRACTOR WILL PROVIDE ALL INSPECTION HOLES AND PLATES IN THE BOXES ARE REQUIRED IN LOCATION SPECIFIED HEREIN. A, EQUIPMENT GROUNDING CONDUCTOR APPLICATION: COMPLY WITH NEC ARTICLE 250 FOR SIZES AND THE FIXTURE CANNOT BE INSTALLED WHERE INDICATED DUE TO ANY OBSTRUCTION, THE CONTRACTOR SHALL C ) TUBING NECESSARY FOR THE ELECTRICAL HOOK UPS. CONDUIT FOR THE MENU LIGHTS SHALL BE L 9 TELEPHONE SERVICE a COVERS SHALL BE PROVIDED ON OUTLET BOXES, PULL BOXES AND JUNCTION BOXES IF NO DEVICE OR QUANTITIES OF EQUIPMENT GROUNDING CONDUCTORS, EXCEPT WHERE LARGER SIZES OR MORE CONDUCTORS MOVE THE FIXTURE UP TO EIGHT (8) FEET IN ANY DIRECTION DIRECTED PRIOR TO IT'S INSTALLATION WITHOUT I ELECTRICAL CONDUIT FURNISHED AND INSTALLED BY E.C. , AND RUN INTO STRUCTURE TUBING A. TELEPHONE SERVICE CABLES TO THE BUILDING WILL BE FURNISHED AND INSTALLED BY THE TELEPHONE FIXTURE IS ATTACHED. COVERS SHALL BE BLANK, SUITABLE FOR PAINTING AND EXACTLY FIT THE BOX. ARE INDICATED. ADDITIONAL COST TO THE OWNER. z: FURNISHED BY THE CANOPY CONTRACTOR. UTILITY COMPANY. THE CONTRACTOR SHALL FURNISH AND INSTALL RACEWAYS FOR THE TELEPHONE SERVICE a GROUND RODS: LOCATE A MINIMUM OF ONE-ROD LENGTH FROM EACH OTHER AND AT LEAST THE SAME a EACH LAY-IN TROFFER MOUNTED IN T-BAR CEILINGS SHALL BE INSTALLED WITH FOUR (4) HOLD DOWN CLIPS, i 1 I z r.„ F. THE ELECTRICAL CONTRACTOR WILL BE REQUIRED TO FURNISH CONDUIT, CIRCUITS, WIRING, AND HOOK CABLES AS REQUIRED BY THE TELEPHONE COMPANY. PART 3 - EXECUTION DISTANCE FROM ANY OTHER GROUNDING ELECTRODE. INTERCONNECT GROUND RODS WITH BARE D. RECESSED INCANDESCENT AND COMPACT FLUORESCENT FIXTURES MOUNTED IN CEILING TILES SHALL BE 0 \_; UP THE FRONT SIGN, AND THE ENTRANCE - EXIT SIGNS. SIGNS FURNISHED BY THE OWNER. a INTERIOR TELEPHONE WIRING WILL BE FURNISHED AND INSTALLED BY OTHERS. CONDUCTORS BURIED AT LEAST 24 INCHES BELOW GRADE, CONNECT BARE-CABLE GROUND CONDUCTORS FURNISHED WITH METAL BARS TO SUPPORT THE FIXTURE FROM THE CEILING SUSPENSION MEMBERS. 22> —- o G. ELECTRICAL CONTRACTOR SHALL PROVIDE THE WIRING AND HOOK UPS FOR THE WALK-IN COOL/FREEZER 3, 1 INSTALLATION TO GROUND RODS BY MEANS OF EXOTHERMIC WELDS EXCEPT AS OTHERWISE INDICATED. MAKE THESE E. OUTLET BOXES FOR SURFACE MOUNTED FIXTURES SHALL HAVE BOX SUPPORTS ATTACHED TO THE CEILING BOX, COILS AND FANS. SWITCHES AND FIXTURES FOR W/I UNITS ARE FURNISHED BY THE OWNERS. SECTION 16110 - RACEWAYS A. WIRING DEVICE BOXES AND PLATES, ETC., SHALL BE ACCURATELY SET PLUMB AND LEVEL EXPOSED CONNECTIONS WITHOUT DAMAGING THE COPPER COATING OR EXPOSING THE STEEL DRIVE RODS UNTIL SUPPORTING MEMBERS. ----- CIK '1[ (SEE 'AREA OF RESPONSIBILITIES FOR SPECIALTY ITEMS' FOR VERIFICATIONS). CONDUITS OR WIREMOLD SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO BUILDING LINES, HORIZONTAL TOPS ARE 6 INCHES BELOW FINISHED FLOOR OR FINAL GRADE EXCEPT AS OTHERWISE INDICATED. F. INSTALL FIXTURES WITH FINISHING FRAMES FIRMLY TO THE CEILING AND FURNISH GASKETS AS NECESSARY TO H. FOR ELECTRIC COOKING THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SHUNT TRIP PART 1 - GENERAL RUNS LEVEL, AND VERTICAL LINES PLUMB. C. GROUNDING ELECTRODE CONDUCTOR PROVIDE INSULATED COPPER CONDUCTOR, SIZED AS INDICATED, IN PREVENT LIGHT LEAKS. OL BREAKERS, OR CONTACTORS, FOR FOUR PIECES OF EQUIPMENT. (3 FRYERS & I GRIDDLE), WHICH a BOXES SHALL BE MOUNTED TO THE BUILDING STRUCTURE WITH APPROVED MOUNTING CLIPS EQUAL TO CONDUIT, BOND THE GROUND CONDUCTOR CONDUIT TO THE CONDUCTOR AT EACH END. WHERE A G, EXIT SIGNS SHALL BE FIRMLY MOUNTED TO THE CEILINGS OR WALLS AS SPECIFIER 0 0 ARE UNDER THE EXHAUST HOODS. LOCATIONS AND SIZES OF THE BREAKERS, CONTACTORS, AS PER L 1 MATERIALS CADDY. DIELECTRIC FITTING IS INSTALLED IN THE MAIN METALLIC WATER SERVICE PIPE, CONNECT THE GROUND H. INSTALL LAY-IN TROFFERS WITH MINIMUM OF 5 FT. FLEXIBLE CONDUIT WHIPS. (:::) "• LOCAL ELECTRICAL REQUIREMENT, N.F.C., NEPA 96-7-3, 1. 3J AND THE FIRE MARSHALL A. MATERIALS SHALL BE NEW AND A STANDARD CATALOGED PRODUCT OF THE MANUFACTURER EXPERIMENTAL C. ALL BOXES MOUNTED IN METAL STUD WALLS SHALL BE MOUNTED WITH APPROVED MOUNTING CLIPS AND CONDUCTOR TO THE STREET SIDE OF THE FITTING, DO NOT INSTALL A GROUNDING JUMPER AROUND L PRIOR TO THE PROJECT COMPLETION INSPECTION, THE CONTRACTOR SHALL CLEAN THE CONSTRUCTION DUST AND MICROSWITCH TO BE FURNISHED BY THE FIRE EXTINGUISHER CONTRACTOR THE ELECTRICAL OR UNPROVEN DESIGNS WILL NOT BE ACCEPTABLE. CONDUITS SECURED WITH APPROVED CLIPS. 4' BOXES MOUNTED TO METAL STUDS SHALL HAVE FAR-SIDE DIELECTRIC FITTINGS. BOND THE GROUND CONDUCTOR CONDUIT TO THE CONDUCTOR AT EACH END. OTHER DEBRIS FROM THE LAMPS AND THE INSIDE AND OUTSIDE OF THE FIXTURE SURFACES AND LENSES. ANY p il ii CONTRACTOR SHALL HOOK UP THE MICROSWITCH WITH SHUNT BREAKERS, OR CONTACTORS. SHUNTS BOX SUPPORTS. a BRAIDED-TYPE BONDING JUMPERS: INSTALL TO CONNECT GROUND CLAMPS ON WATER METER PIPING TO SCRATCHES OR BLEMISHES IN FIXTURE PAINTED FINISHES SHALL BE TOUCHED UP IN MATCHING PAINT. ANY .2 TO BE SAME AMPERE SIZE AS THE REPLACED BREAKER CONTACTORS ACCEPTABLE ONLY IF PART 2 - PRODUCTS ELECTRICALLY BYPASS WATER METERS, USE ELSEWHERE FOR FLEXIBLE BONDING AND GROUNDING BURNED-OUT LAMPS SHALL BE REPLACER 0- OWNERS APPROVED REF.SECTION 15, PART 3. SECTION 16143 - WIRING DEVICES CONNECTIONS. (:-.) 4 ki 00 •• nn I. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL THE 'PIGTAIL' WIRE FOR THE REACH IN 2. 1 GENERAL E. ROUTE GROUNDING AND BONDING CONDUCTORS USING THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE 3,2 INSTALLATION OF EXTERIOR FIXTURES ----- N REFRIGERATOR. REF, 'SPECIALTY ITEMS' AT FRONT OF THESE SPECIFICATIONS, A. ALL WIRING SHALL BE INSTALLED IN NEW, 1/2' MINIMUM, GALVANIZED OR SHERARDIZED, STEEL CONDUITS PART I - GENERAL WITHOUT OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAY BE SUBJECTED TO STRAIN, A. SUPPORT FIXTURES IN ACCORDANCE WITH STANDARDS OF PRACTICE FOR FIXTURE TYPE I. LOCATION. Li-i IIII 11 f-- CD J. OWNER SHALL FURNISH AND INSTALL MUSIC SPEAKER AND WIRE TO SPEAKER LOCATIONS AND SHALL SIZED AS INDICATED ON THE DRAWINGS OR ACCORDING TO TABLE IV OF THE NEC IF NOT SPECIFICALLY IMPACT, OR DAMAGE, EXCEPT AS INDICATED. a COORDINATE FIXTURE LOCATIONS ARCHITECTURAL AND SITE FEATURES, IF THE FIXTURE CANNOT BE INSTALLED 7 CLN,_ IL 6 ALSO FURNISH WIRING TO ALL MENU SPEAKERS. REF. 'SPECIALTY ITEMS' IN FRONT OF SHOWN, CONDUITS INSTALLED IN OR UNDER THE FLOOR SLAB SHALL BE 3/4' MINIMUM SIZE, L 1 MATERIALS F. CONNECTIONS: MAKE CONNECTIONS IN SUCH A MANNER AS TO MINIMIZE POSSIBILITY OF GALVANIC WHERE INDICATED DUE TO ANY OBSTRUCTION OR SITE LIMITATION, THE CONTRACTOR SHALL MOVE THE FIXTURE (-4 SPECIFICATIONS. a REFER TO SECTION 16120 FOR MC CABLE OPTIONS. A. EQUAL DEVICES AS MANUFACTURED BY &E. , P & S, LEVITON, OR HUBBELL WILL BE ACCEPTABLE ACTION OR ELECTROLYSIS. SELECT CONNECTORS, CONNECTION HARDWARE, CONDUCTORS, AND CONNECTION UP TO TWELVE (12) FEET IN ANY DIRECTION DIRECTED PRIOR TO IT'S INSTALLATION WITHOUT ADDITIONAL COST 0 F— ciT) ,...... METHODS SO METALS IN DIRECT CONTACT WILL BE GALVANICALLY COMPATIBLE. TO THE OWNER, ill r- L 3 DRAWINGS AND SPECIFICATIONS 2,2 RIGID GALVANIZED STEEL (RGS) CONDUITS AND FITTINGS PART 2 - PRODUCTS 1. USE ELECTROPLATED OR HOT-TIN-COATED MATERIALS TO ASSURE HIGH CONDUCTIVITY AND MAKE L INSTALL WITH GASKETS AS REQUIRED TO PREVENT MOISTURE AND INSECTS FROM ENTERING THE FIXTURES, 0 (f) --- ,- A. THE FOLLOWING SPECIFICATIONS AND ATTACHED DRAWINGS HAVE BEEN MADE TO FORM THE BASIS FOR A. CONDUITS SHALL BE HOT-DIP GALVANIZED WITH UNDERWRITERS' APPROVAL AND LABEL. RGS CONDUITS POINTS OF CONTACT CLOSER IN ORDER OF GALVANIC SERIES. a PRIOR TO THE PROJECT COMPLETION INSPECTION, THE CONTRACTOR SHALL: THE INSTALLATION OF THIS CONTRACTOR'S WORK. THE DRAWINGS AND SPECIFICATIONS SHALL BE SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: 2. 1 SWITCHES: a MAKE CONNECTIONS WITH CLEAN BARE METAL AT POINTS OF CONTACT. 1, CLEAN THE CONSTRUCTION DUST, INSECTS, AND OTHER DEBRIS FROM THE LAMPS AND THE INSIDE AND :2: CONSIDERED AS MUTUALLY EXPLANATORY, AND ANY WORK REQUIRED BY ONE, BUT NOT BY THE OTHER, WILL 1. ALL CONDUITS 2' ›- AND LARGER. A. SINGLE POLE SWITCHES: HUBBELL #1201 GRAY, 3, COAT AND SEAL CONNECTIONS INVOLVING DISSIMILAR METALS WITH INERT MATERIAL SUCH AS RED OUTSIDE OF THE FIXTURE SURFACES AND LENSES. 0 BE PERFORMED AS THOUGH REQUIRED BY BOTH. 2. CONDUITS EXPOSED TO THE OUTDOOR WEATHER, B. PILOT LIGHT SWITCHES: HUBBELL #1201PL, LEAD PAINT TO PREVENT PENETRATION OF MOISTURE TO CONTACT SURFACES. 2. TOUCH UP ANY SCRATCHES OR BLEMISHES IN FIXTURE PAINTED FINISHES IN MATCHING PAINT, (/) 0C B. THESE DRAWINGS AND SPECIFICATIONS ARE PRESUMED TO BE ACCURATE, BUT EXTREME ACCURACY IS 3, CONDUITS EXPOSED IN MECHANICAL AND ELECTRICAL ROOMS WERE PHYSICAL DAMAGE MAY OCCUR, G, EXOTHERMIC WELDED CONNECTIONS: USE FOR CONNECTIONS TO STRUCTURAL STEEL AND FOR SCRATCHES IN ANODIZED OR DURANOTIC FINISHES SHALL BE REPAIRED OR PART SHALL BE REPLACED AS :D UNDERGROUND CONNECTIONS EXCEPT THOSE AT TEST WELLS, INSTALL AT CONNECTIONS TO GROUND RODS DIRECTED BY THE OWNER'S REPRESENTATIVE. NOT GUARANTEED. ANY ERRORS OR AMBIGUITIES IN THE DRAWINGS AND SPECIFICATIONS THAT ARE 4. CONDUITS INSTALLED IN CONCRETE OR MASONRY, 2.2 RECEPTACLES: :E DISCOVERED BY THE CONTRACTOR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE BEFORE THE B. COATED RGS CONDUITS SHALL BE PROVIDED FOR ALL CONDUITS IN CONTACT WITH THE EARTH, BOTH UNDER DUPLEX RECEPTACLES SHALL COMPLY WITH NEMA PUBLICATION WD-1, AND SHALL BE EQUAL TO THE FOLLOWING, AND PLATE ELECTRODES. COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. WELDS THAT 3. REPLACE ALL BURNED-OUT LAMPS, ,4) , , Z ce_ WORK IS STARTED, OMISSION OF PARTICULAR REFERENCE TO ANY ITEM NECESSARY FOR COMPLETE THE BUILDING AND OUTSIDE THE BUILDING, PROVIDE CORROSION PROTECTION EQUIVALENT TO BEING A. DUPLEX RECEPTACLES: HUBBELL #5252 GRAY. ARE PUFFED UP OR THAT SHOW CONVEX SURFACES INDICATING IMPROPER CLEANING ARE NOT ACCEPTABLE. (- E' < INSTALLATION AND PROPER OPERATION THEREOF SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF WRAPPED WITH TEN MIL VINYL PLASTIC TAPE MANUFACTURED FOR THIS PURPOSE THREADED COUPLINGS a OUTDOOR WP RECEPTACLES: HUBBELL #GF5362GY, FURNISH #WP-26 PLATE FOR VERTICALLY H. TIGHTEN GROUNDING AND BONDING CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN S-EET , I0-, FURNISHING THE SAME AT NO EXTRA COST. SHALL BE USED ON ALL RGS CONDUITS. MOUNTED RECEPTACLES, #CWP26H FOR HORIZONTAL MOUNTED RECEPTACLES. ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. - ,1 , <a' C. IN CASE OF A DISPUTE CONCERNING THE TRUE INTENT AND MEANING OF THESE DRAWINGS AND C. INDOOR GFI RECEPTACLES: HUBBELL #GF5362 WITH SS PLATE, C , SPECIFICATIONS, THE OWNER'S REPRESENTATIVE SHALL INTERPRET THE SAME, AND HIS INTERPRETATION SHALL 2,3 ELECTRICAL METALLIC TUBING (EMT) D. THREE AND FOUR WIRE RECEPTACLES: HUBBELL) TYPE, VOLTAGE, CONFIGURATION, AND CAPACITY AS L GROUND/RESISTANCE MAXIMUM VALUES SHALL BE 10 OHMS, l', , Z BE ACCEPTED BY THE CONTRACTOR AS FINAL. A. EMT AND FITTINGS SHALL BE ELECTROGALVANIZED, HAVE LIQUID TIGHT CONNECTORS, AND SHALL HAVE UL NOTED ON THE DRAWINGS. E) 69" UJ(.) D. ANY CHANGES TO THE WORK UNDER THIS CONTRACT FROM THAT SHOWN ON THE DRAWINGS TO MAKE THE WORK CONFORM TO THE STRUCTURE, TO FIT THE WORK OF OTHER TRADES, OR ALTERNATE METHODS OF APPROVAL AND LABEL. EMT CONDUITS SHALL BE PROVIDED FOR CONDUITS 1 1/2' OR SMALLER THAT WILL BE CONCEALED ABOVE CEILINGS AND IN WALL SPACES, EMT MAY BE RUN EXPOSED IN SMALL CLOSETS, E. ISOLATED GROUND DUPLEX RECEPTACLES: HUBBELL #165262 S P 6 „., INSTALLATION PREFERRED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR OR HIGH IN AN EXPOSED STRUCTURE WHERE THE EMT IS WELL PROTECTED FROM PHYSICAL DAMAGE. \ 0 0 HIS APPROVAL BEFORE ANY DEVIATIONS ARE MADE EMT COUPLINGS SHALL BE COMPRESSION TYPE COUPLINGS, \ - ‹: , .1 CI-X , , \ . \ - .^---,r-, r--,,^ -^ '-'.,-:::' [Page Too Large for OCR Processing]